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02-12-2024 CC Agenda Packet
Agenda City Council Meeting Monday, February 12, 2024, 6:00 PM City Council Chambers | 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 /https://www.oronomn.gov/ 1. City Council Minutes of January 22, 2024 2. Approval of Rental Licenses 3. Claims/Bills 4. Amended Enterprise Funds Budget 2024 - Resolution 7446 5. Establish the Golf Course Enterprise Fund - Resolution 7450 6. Approval to Accept Donation - Culvers 7. Approve Next Work Session Draft Agenda 8. Personnel Policy Update 9. Seasonal Weight Restrictions - Resolution 7451 10. Ground Lease and Sublease Extension with the Orono School District and Orono Base Ball Association 11. Approve Rehabilitation of Lift Station 28 ( 632 Park Lane) 12. Rehabilitation of Lift Station 5 (351 West Lake Street) 13. 2024 Sanitary Sewer Televising Inspection 14. Approval to hire a mechanic 15. Public Works Maintenance Worker Resignation and Hire of a Full Time Public Works Maintenance Worker. 16. Approval of Parks Maintenance Worker Position Description Change 17. LA23-000068, Murphy & Co. Design o/b/o 3400 Fox Street Trust, 3400 Fox Street, Average Lakeshore Setback Variances - Resolution No. 7449 18. LA23-000066, Hendel Homes, 2605 Mapleridge Lane, Average Lakeshore Setback Variance 19. LA23-000064, Brent Walton, 2405 Dunwoody Ave, Hardcover Variance - Resolution No. 7447 20. Authorization to purchase a police vehicle 21. LA23-000062, Peter Eskuche, 4423 North Shore Drive, Variances 22. Fourth Quarter Financial Update 23. Approval of the Pickleball Masterplan The public is invited to address the council regarding any item on the regular agenda. If your topic is not on the agenda, you may speak during the Public Comments section. Roll Call Pledge of Allegiance Approval of Agenda Consent Agenda Community Development Report Finance Report Parks Report Sign up for email notifications at https://www.oronomn.gov/ 1 24. Golf Course Pavilion Project 25. Lead Water Service Line Inventory Tracking Assistance Proposal. 26. Construction Cooperative Agreement for Wayzata Blvd (CSAH 112) Road Reconstruction. 27. Closed session to discuss Orono and Bonnet and Nygard litigations. Public Works Report Public Safety Report Attorney Report City Administrator/Engineer Report Council Committee Reports Public Comments - (Limit 3 Minutes per Person) 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. Mayor/Council Report Closed Session Adjournment Upcoming Events Feb 14 Coffee with the Mayor Feb 19 Closed - Presidents' Day Feb 20 Planning Commission Sign up for email notifications at https://www.oronomn.gov/ 2 Item No.: 1 Date: February 12, 2024 Presenter: Christine Lusian Presenter: City Clerk Section:Consent Agenda Title: City Council Minutes of January 22, 2024 1.Purpose: Approve the City Council Minutes of January 22, 2024. 2.Staff Recommendation: Approve the City Council regular meeting and work session minutes. AGENDA ITEM COUNCIL ACTION REQUESTED Approve the City Council Work Session and Regular Meeting Minutes of January 22, 2024. Exhibits 01-22-2024 CC Minutes - work session 01-22-2024 CC Minutes 3 Minutes City Council Work Session Monday, January 22, 2024, 5:00 PM City Council Chambers | 2780 Kelley Parkway, Orono, MN 55356 ROLL CALL City Council members present: Mayor Dennis Walsh, City Council Members Matt Johnson, Alisa Benson, and Maria Veach. Staff present: City Administrator/Engineer Adam Edwards, and City Clerk Christine Lusian. RECODIFICATION City Administrator/Engineer Edwards provided an introduction on recodification of streets, utilities, and parks sections and explained related requirements and updates. City Council members participated in discussion on the topic. Members discussed property maintenance responsibilities and the updates to encroachment and vacation sections. ADJOURNMENT Work session ended at 5:35 p.m. ATTEST: ________________________________________________________________________ Christine Lusian, City Clerk Dennis Walsh, Mayor 4 Minutes City Council Regular Meeting Monday,January 22, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 1 of 4 Mayor Walsh called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance. ROLL CALL Orono City Council members present: Mayor Dennis Walsh, City Council Members Matt Johnson,Alisa Benson, and Maria Veach.Members absent: Richard Crosby III. Staff present:City Attorney Soren Mattick, City Administrator/Engineer Adam Edwards, and Fire Chief James Van Eyll. PLEDGE OF ALLEGIANCE APPROVAL OF AGENDA CONSENT AGENDA 1.City Council Meeting Minutes January 8, 2024 This item was removed from the consent agenda. 2.Claims/Bills 3.Approval of Rental Licenses 4.Authorization to enter into contracts with Vector Solutions, First Due and First Arriving This item was removed from the consent agenda. 5.Authorization to hire Stephen Thomas, Police Officer 6.Golf Course Clubhouse Manager Part-Time Status Change 7.Approval to promote and hire Fleet Supervisor Johnson moved, Benson seconded, to approve the Agenda and Consent Agenda with items 1 and 4 removed. VOTE: Ayes 4,Nays 0. 1.City Council Meeting Minutes January 8, 2024 Councilmember Benson asked about the new action-based minute format and if any communication had been done to explain the format change to the public. Benson moved, Veach seconded, to approve the January 8 City Council Meeting Minutes as presented.VOTE: Ayes 4,Nays 0. 4. Authorization to enter into contracts with Vector Solutions, First Due and First Arriving Benson asked about the differences between the proposed software and hardware solutions and their uses for the Orono Fire Stations. Veach moved, Johnson seconded, to authorize entering into contracts with Vector Solutions, First Due and First Arriving. VOTE: Ayes 3,Nays 1 (Benson). PRESENTATION 8.2022 Annual Comprehensive Financial Report Presentation 5 Minutes City Council Regular Meeting Monday,January 22, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 2 of 4 Tyler See of Abdo Solutions gave a presentation on their audit of the 2022 financial reports. The firm issued a clean audit opinion with two findings. COMMUNITY DEVELOPMENT REPORT None FINANCE REPORT None PARKS REPORT None PUBLIC WORKS REPORT None PUBLIC SAFETY REPORT 9.Authorization to hire a part-time fire fighter The Council discussed the item and asked questions of staff. Johnson moved, Veach seconded, to approve a conditional job offer to Taylor Andres as a weekday daytime duty crew fire fighter with a start date of January 23, 2024 at a rate of $20 per hour. VOTE: Ayes 3,Nays 1 (Benson). ATTORNEY REPORT City Attorney Soren Mattick reported on a lawsuit against the City of Orono that was dismissed by the judge on summary judgement without a trial. CITY ADMINISTRATOR/ENGINEER REPORT 10.Approve Next Work Session Draft Agenda The Council requested items for the next work session agenda and explained their reasons. Walsh moved, Johnson seconded, to adopt the next Work Session Draft Agenda. VOTE: Ayes 4, Nays 0. 11.Orono fire facility in Navarre (23-044) Draft Design Review 6 Minutes City Council Regular Meeting Monday,January 22, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 3 of 4 The City Council is requested to review the Staff report and receive a presentation. The Council discussed the item and asked questions of staff.There was no action. COUNCIL COMMITTEE REPORTS 12.Communications Committee Veach reported on attending her first Communications Committee meeting addressing any communications issues in the City.She listed the means the City currently uses to communicate and the ideas the committee had for increasing communication. PUBLIC COMMENTS Krista Berbig, 80 Valley View Road, Long Lake; Kelly Grady, 271 Greenhill Lane, Long Lake;and Brad Erickson, 21150 Horseshoe Trail, Corcoran; provided comments. MAYOR/COUNCIL REPORT Mayor and Council provided reports. Walsh moved, Johnson seconded, to adjourn the meeting at 7:03 p.m.VOTE: Ayes 4, Nays 0. CLOSED SESSION 13.Closed session to discuss Orono and Long Lake litigation Walsh moved, Johnson seconded, to enter into closed session at 7:03 p.m. as permitted by Minnesota Statutes Section 13D.05 sub. 3c3 to hold confidential attorney/client privilege discussion concerning litigation between Orono and Long Lake. VOTE: Ayes 4, Nays 0. The City Council was in closed session from 7:03 p.m. to 7:27 p.m. Walsh moved, Veach seconded, to adjourn the closed session at 7:27 p.m. VOTE: Ayes 4, Nays 0. Walsh moved, Veach seconded, to reopen the Orono City Council meeting at 7:27 p.m. VOTE: Ayes 4, Nays 0. ADJOURNMENT Walsh moved, Veach seconded, to adjourn the meeting at 7:27 p.m. to Monday, February 12, 2024 at 6:00 p.m. VOTE: Ayes 4, Nays 0. ATTEST: ____________________________________________________________________________ Christine Lusian, City Clerk Dennis Walsh, Mayor 7 Minutes City Council Regular Meeting Monday,January 22, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 4 of 4 Minutes approved by Orono City Council February 12, 2024. Meeting videos and transcripts available at oronomn.gov. 8 Item No.: 2 Date: February 12, 2024 Presenter: Christine Lusian Presenter: City Clerk Section:Consent Agenda Title: Approval of Rental Licenses 1.Purpose: The purpose of this action item is to approve licenses for rental housing. 2.License Applicant(s): RL21-000030 4480 North Shore Drive RL21-000031 4470 North Shore Drive RL24-000012 1230 Orono Oaks Drive 3.Staff Recommendation: Application requirements are complete and staff recommends approval of the rental licenses listed above with an expiration date of December 31, 2025. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve the rental licenses listed above. 9 Item No.: 3 Date: February 12, 2024 Presenter: Maggie Jin Presenter: Finance Director Section:Consent Agenda Title: Claims/Bills 1.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 122767 to 122901 and ACH transactions 20130435 to 20130440 totaling $618,824.69. 3.Staff Recommendation: Staff recommends approval of a motion authorizing payment to the claims listed as presented. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve the claims list as presented. Exhibits Check Register2024-02-07.pdf 10 City of Orono Check Register - COUNCIL REPORT Page: 1 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Winterfrost Productions 01/29/2024 122417 WFP-2023-0 101-45200-489 SANTA RENTAL Parks 500.00- Total 122417:500.00- Capital One Trade Credit 01/26/2024 122767 1653353651 101-19999 FEES 10.00 Capital One Trade Credit 01/26/2024 122767 1653353651 601-49400-227 TASK 75689 2.62 Total 122767:12.62 CITYVIEW PLUMBING & HEATIN 01/26/2024 122768 135964194 101-41900-404 PD TOILET REPAIR Central Services 554.45 Total 122768:554.45 ENZ USA 01/26/2024 122769 2304126 602-49450-227 NOZZLE FOR VACTOR 713 & 711 Sewer 1,378.57 Total 122769:1,378.57 FASTENAL COMPANY 01/26/2024 122770 MNPLY1437 101-43000-226 PPE SAFETY GLASSES Public Works Department 66.91 Total 122770:66.91 FIDELITY SECURITY LIFE INSU 01/26/2024 122771 166083750 J 101-21716 VISION PLAN 1/2024 296.38 Total 122771:296.38 International Union Local #49 01/26/2024 122772 01.2024 101-21707 LOCAL 49 DUES - 01/2024 455.00 Total 122772:455.00 LANO EQUIPMENT INC 01/26/2024 122773 03-1051319 101-45200-221 LIGHT FOR 604 Parks 47.85 Total 122773:47.85 LAW ENFORCEMENT LABOR S 01/26/2024 122774 01.2024 101-21707 LELS DUES - LOCAL 168 01/2024 352.50 LAW ENFORCEMENT LABOR S 01/26/2024 122774 01.2024 101-21707 LELS DUES - LOCAL 40 01/2024 1,339.50 Total 122774:1,692.00 MED ALLIANCE GROUP, INC 01/26/2024 122775 276625 415-42260-580 ELEGARD SYSTEM FOR CPR EVENTS 7,672.39 11 City of Orono Check Register - COUNCIL REPORT Page: 2 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 122775:7,672.39 METLIFE SMALL BUSINESS CE 01/26/2024 122776 METLIFE 01 101-21709 DENTAL INSURANCE 02/24 2,456.10 Total 122776:2,456.10 MLEEA STATE CONFERENCE C 01/26/2024 122777 5481 101-42110-229 EXPLORERS/2024 DUES Police Department 150.00 Total 122777:150.00 MOTOROLA 01/26/2024 122778 8281799737 101-42110-403 MOTOROLA SOLUTIONS/VG700 MOUNTS Police Department 207.00 Total 122778:207.00 NCPERS GROUP LIFE INS.01/26/2024 122779 02.2024 101-21710 PERA LIFE 2/2024 400.00 Total 122779:400.00 OPEIU - LOCAL 12 01/26/2024 122780 01.2024 101-21707 UNION DUES - LOCAL 12 01/2024 784.00 Total 122780:784.00 STREET COP TRAINING 01/26/2024 122781 INV-109566 101-42110-437 TRAINING/LYREK Police Department 100.00 Total 122781:100.00 SUN LIFE FINANCIAL 01/26/2024 122782 01.2024 101-21714 STD- 01/2024 978.80 SUN LIFE FINANCIAL 01/26/2024 122782 01.2024 LIFE 101-21710 LIFE INSURANCE - 01/2024 1,349.21 Total 122782:2,328.01 THE HARTFORD 01/26/2024 122783 01.2024 101-21713 LTD 01/2024 1,764.49 Total 122783:1,764.49 UNLIMITED SUPPLIES INC 01/26/2024 122784 458362 701-49800-215 STORAGE CABINET MECHANICS SPACE 239.41 Total 122784:239.41 12 City of Orono Check Register - COUNCIL REPORT Page: 3 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount US Bank Equipment Finance 01/26/2024 122785 520309329 710-49970-413 COPIERS - LEASE 1,323.51 Total 122785:1,323.51 VERIZON WIRELESS 01/26/2024 122786 9953902844 101-45200-221 VERIZON BILL/ARLO CAMERAS Parks 80.02 VERIZON WIRELESS 01/26/2024 122786 9953902844 101-42110-221 VERIZON BILL/ARLO CAMERAS Police Department 80.02 Total 122786:160.04 ZAYO GROUP LLC 01/26/2024 122787 20228618 101-45210-321 PHONE SERVICE 01/23/24-02/22/24 Golf Course 17.18 ZAYO GROUP LLC 01/26/2024 122787 20228618 101-42110-321 PHONE SERVICE 01/23/24-02/22/24 Police Department 275.35 ZAYO GROUP LLC 01/26/2024 122787 20228618 101-41900-321 PHONE SERVICE 01/23/24-02/22/24 Central Services 186.20 ZAYO GROUP LLC 01/26/2024 122787 20228618 601-49400-321 PHONE SERVICE 01/23/24-02/22/24 94.39 ZAYO GROUP LLC 01/26/2024 122787 20228618 602-49450-321 PHONE SERVICE 01/23/24-02/22/24 Sewer 91.79 Total 122787:664.91 UNITED STATES POSTAL SERVI 01/31/2024 122788 2024.01 POS 601-49400-322 01.2024 UTILITY BILLS 360.11 UNITED STATES POSTAL SERVI 01/31/2024 122788 2024.01 POS 602-49450-322 01.2024 UTILITY BILLS Sewer 360.11 UNITED STATES POSTAL SERVI 01/31/2024 122788 2024.01 POS 651-49910-322 01.2024 UTILITY BILLS Storm Water 360.10 Total 122788:1,080.32 A 1 RENT IT 3607 02/12/2024 122789 194199-1 101-43000-224 PATCH TRUCK PROPANE Public Works Department 19.00 Total 122789:19.00 ABDO LLP 02/12/2024 122790 482433 101-41500-301 2022 AUDIT Finance Department 7,078.00 Total 122790:7,078.00 ACME TOOLS 02/12/2024 122791 12298935 101-43000-226 PPE HARDHATS Public Works Department 109.94 Total 122791:109.94 AMAZON CAPITAL SERVICE 02/12/2024 122792 16CC-H6FD-405-48500-550 UNIT 700 AND 700 SET UP 1,557.02 AMAZON CAPITAL SERVICE 02/12/2024 122792 16CC-H6FD-701-49800-215 FLEET SHOP SUPPLIES 127.44 AMAZON CAPITAL SERVICE 02/12/2024 122792 16CC-H6FD-701-49800-240 FLEET SHOP TOOLS 314.94 AMAZON CAPITAL SERVICE 02/12/2024 122792 16CC-H6FD-101-45200-221 LIGHTS FOR 604 Parks 17.98 AMAZON CAPITAL SERVICE 02/12/2024 122792 16CC-H6FD-101-43000-489 MISC PW OFFICE SUPPLIES Public Works Department 35.73 13 City of Orono Check Register - COUNCIL REPORT Page: 4 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount AMAZON CAPITAL SERVICE 02/12/2024 122792 16CC-H6FD-701-49800-222 WATER TRUCK SUPPLIES 97.91 AMAZON CAPITAL SERVICE 02/12/2024 122792 16CC-H6FD-602-49450-227 GENERATOR UNIT HEATERS Sewer 400.00 AMAZON CAPITAL SERVICE 02/12/2024 122792 1GPH-VKY6-710-49970-221 DELL BATTERY 35.97 AMAZON CAPITAL SERVICE 02/12/2024 122792 1GPH-VKY6-101-41900-201 MAGNETIC WHITEBOARD Central Services 17.59 AMAZON CAPITAL SERVICE 02/12/2024 122792 1GPH-VKY6-101-41900-201 LAPTON STAND RISER Central Services 28.49 AMAZON CAPITAL SERVICE 02/12/2024 122792 1GPH-VKY6-710-49970-221 BATTERY CONNECTOR CABLE 9.79 AMAZON CAPITAL SERVICE 02/12/2024 122792 1GPH-VKY6-710-49970-221 HDMI CABLE 59.88 AMAZON CAPITAL SERVICE 02/12/2024 122792 1GPH-VKY6-101-41900-201 LAPTOP PRIVACY SCREEN Central Services 48.68 AMAZON CAPITAL SERVICE 02/12/2024 122792 1GPH-VKY6-101-41900-201 DATE STAMP Central Services 45.35 AMAZON CAPITAL SERVICE 02/12/2024 122792 1GPH-VKY6-101-41900-201 COLORED PAPER Central Services 16.88 AMAZON CAPITAL SERVICE 02/12/2024 122792 1GPH-VKY6-710-49970-221 DYMO LABELWRITER 550 SERIES 89.99 AMAZON CAPITAL SERVICE 02/12/2024 122792 1R17-WMFY-701-49800-222 CREDIT ON RETURN ITEM 149.99- AMAZON CAPITAL SERVICE 02/12/2024 122792 1XQK-PCVJ-101-41900-201 OFFICE SUPPLIES Central Services 77.62 Total 122792:2,831.27 AMERICAN ENGINEERING TES 02/12/2024 122793 INV-174703 440-48970-304 21-039 NEW PUBLIC WORKS FACILITY 5,157.00 Total 122793:5,157.00 Aspen Mills 02/12/2024 122794 327130 101-42110-226 UNIFORMS/SONNEK Police Department 117.00 Total 122794:117.00 AT&T MOBILTY 02/12/2024 122795 2873263270 101-41900-321 MOBILE SERVICE/AT&T Central Services 1,761.74 AT&T MOBILTY 02/12/2024 122795 2873263283 101-43100-321 AT&T BILL 12/26/23-1/25/24 Brush Site 1,235.80 Total 122795:2,997.54 Awards by Cindy LLC 02/12/2024 122796 5290 101-41900-221 NAME PLATE - FINANCE DIRECTOR Central Services 15.95 Total 122796:15.95 BIFFS INC 02/12/2024 122797 W952026 101-45200-415 BIFF RENTAL Parks 121.00 Total 122797:121.00 BITUMINOUS ROADWAYS INC 02/12/2024 122798 2023 FOX ST 435-48976-590 23-001 2023 STREET IMPROVEMENT PROJECT 12,644.44 BITUMINOUS ROADWAYS INC 02/12/2024 122798 2023 FOX ST 435-20600 23-001 2023 STREET IMPROVEMENT PROJECT 9,684.79 14 City of Orono Check Register - COUNCIL REPORT Page: 5 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 122798:22,329.23 BOLTON & MENK INC.02/12/2024 122799 0328873 440-48975-304 21-039 PW FACILITY CONSTRUCTION 546.00 Total 122799:546.00 BRANDON MAURER 02/12/2024 122800 2024.01 101-43000-226 REIMB FOR BOOTS Public Works Department 284.99 Total 122800:284.99 Bratt Tree Company 02/12/2024 122801 12303 101-45200-404 TREE REMOVAL Parks 2,000.00 Bratt Tree Company 02/12/2024 122801 12467 101-43000-408 TREE REMOVAL IN ROW TASK 81811 Public Works Department 1,500.00 Bratt Tree Company 02/12/2024 122801 12469 101-43000-408 TREE REMOVAL IN ROW TASK 81810 Public Works Department 1,700.00 Total 122801:5,200.00 BUSINESS ESSENTIALS 02/12/2024 122802 WO-1279988 101-41900-201 MULTIPURPOSE PAPER Central Services 251.94 Total 122802:251.94 CALIBRE PRESS 02/12/2024 122803 2493600 101-42110-437 TRAINING KLUKAS Police Department 259.00 Total 122803:259.00 Carmen Bay Lake Improvement D 02/12/2024 122804 2023 2ND H 239-25694-489 2ND HALF CBLID PAYMENT 11,023.68 Total 122804:11,023.68 CECE S SIGNS INC 02/12/2024 122805 9475 405-48500-580 GRAPHIC ON 700 195.00 Total 122805:195.00 CENTERPOINT ENERGY MAIN 02/12/2024 122806 12.19.23 - 01 601-49400-381 GAS SERVICE 12/19/23-01/18/24 1,854.57 CENTERPOINT ENERGY MAIN 02/12/2024 122806 12.19.23 - 01 602-49450-381 GAS SERVICE 12/19/23-01/18/24 Sewer 1,554.85 CENTERPOINT ENERGY MAIN 02/12/2024 122806 12.19.23 - 01 101-41900-381 GAS SERVICE 12/19/23-01/18/24 Central Services 1,647.58 CENTERPOINT ENERGY MAIN 02/12/2024 122806 12.19.23 - 01 101-42110-381 GAS SERVICE 12/19/23-01/18/24 Police Department 743.18 CENTERPOINT ENERGY MAIN 02/12/2024 122806 12.19.23 - 01 613-49830-381 GAS SERVICE 12/19/23-01/18/24 Golf Course 530.62 CENTERPOINT ENERGY MAIN 02/12/2024 122806 2024.02 137 613-49830-381 GAS SERVICES 1377 VINE PL 12/19/23-01/19/24 Golf Course 19.69 15 City of Orono Check Register - COUNCIL REPORT Page: 6 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 122806:6,350.49 CENTRAL PENSION FUND SOU 02/12/2024 122807 01.25.24 CO 101-21705 CENTRAL PENSION FUND 01252024 1,090.36 CENTRAL PENSION FUND SOU 02/12/2024 122807 02.08.2024 P 101-21705 CENTRAL PENSION FUND 02082024 1,040.00 Total 122807:2,130.36 Century Link 02/12/2024 122808 2024.01 GC 101-45210-321 GC PHONE/INTERNET Golf Course 237.69 Total 122808:237.69 CITY OF CORCORAN 02/12/2024 122809 OCT.-DEC.2 101-43280-438 1ST QTR 2024 TOWARDS ZERO DEATHS GRANT Special Services 1,102.18 Total 122809:1,102.18 CITY OF DAYTON 02/12/2024 122810 OCT.-DEC.2 101-43280-438 1ST QTR 2024 TOWARDS ZERO DEATHS GRANT Special Services 294.57 Total 122810:294.57 CITY OF LONG LAKE 02/12/2024 122811 JAN.2024 UT 601-49400-387 JAN 2024 WATER SERVICE 1,467.80 CITY OF LONG LAKE 02/12/2024 122811 JAN.2024 UT 602-49450-387 JAN 2024 SEWER SERVICE Sewer 1,894.30 Total 122811:3,362.10 CITY OF MEDINA 02/12/2024 122812 OCT.-DEC.2 101-43280-438 1ST QTR 2024 TOWARDS ZERO DEATHS GRANT Special Services 4,536.49 Total 122812:4,536.49 City of Orono Utilities 02/12/2024 122813 2024.01 234 601-49400-382 2024.01 UB - WTP 159.56 City of Orono Utilities 02/12/2024 122813 2024.01 CH&101-41900-382 2024.01 UB CH Central Services 262.85 City of Orono Utilities 02/12/2024 122813 2024.01 CH&101-42110-382 2024.01 UB PD Police Department 262.85 City of Orono Utilities 02/12/2024 122813 2024.01 PW 101-41900-382 2024.01 PW Central Services 322.09 City of Orono Utilities 02/12/2024 122813 2024.01 U S 101-41900-382 2024.01 UB - PO Central Services 87.78 Total 122813:1,095.13 CITY OF WAYZATA 02/12/2024 122814 2024.JANUA 601-49400-387 JAN 2024 WATER 2,571.65 CITY OF WAYZATA 02/12/2024 122814 2024.JANUA 602-49450-387 JAN 2024 SEWER Sewer 5,361.30 16 City of Orono Check Register - COUNCIL REPORT Page: 7 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 122814:7,932.95 CONTINENTAL RESEARCH CO 02/12/2024 122815 0051384 602-49450-227 BACTERIA FOR LS'S. HEAD LAMP FOR HARD HA Sewer 1,048.00 Total 122815:1,048.00 DAVE KLITZKE 02/12/2024 122816 2024.02 MIL 710-49970-331 MILEAGE REIMBURSEMENT 9.38 Total 122816:9.38 DAVID WEEKLY HOMES 02/12/2024 122817 RPS22-0001 101-22205 ESCROW REFUND - RPS22-000137 - 2400 NORT 10,000.00 DAVID WEEKLY HOMES 02/12/2024 122817 RPS22-0001 101-22205 ESCROW REFUND-RPS22-000138 - 2404 NORTH 10,000.00 DAVID WEEKLY HOMES 02/12/2024 122817 RPS22-0001 101-22205 ESCROW REFUND - RPS22-000139 - 2408 NORT 10,000.00 DAVID WEEKLY HOMES 02/12/2024 122817 RPS22-0001 101-22205 ESCROW REFUND - RPS22-000175 - 2418 NORT 10,000.00 DAVID WEEKLY HOMES 02/12/2024 122817 RPS22-0001 101-22205 ESCROW REFUND-RPS22-000176 - 2422 NORTH 10,000.00 DAVID WEEKLY HOMES 02/12/2024 122817 RSP22-0001 101-22205 ESCROW REFUND - RPS22-000177 - 2426 NORT 10,000.00 Total 122817:60,000.00 EARL F ANDERSON & ASSOC 02/12/2024 122818 0135219-IN 601-49400-227 TRAFFIC CONES 266.47 EARL F ANDERSON & ASSOC 02/12/2024 122818 0135219-IN 602-49450-227 TRAFFIC CONES Sewer 266.48 Total 122818:532.95 EBERT INC 02/12/2024 122819 21634791 440-48970-520 21-039 NEW PUBLIC WORK FACILITY CONSTRU 35,520.22 Total 122819:35,520.22 ECM PUBLISHERS INC 02/12/2024 122820 982438 602-16500 24-014 SEWER REHABILITATION PROJECT (CIP 317.20 Total 122820:317.20 EHLERS AND ASSOCIATES INC 02/12/2024 122821 96556 321-47000-319 2023 CONTINUING DISCLOSURE 3,425.00 Total 122821:3,425.00 FABULOUS FOTOFORMS INC.02/12/2024 122822 O54725138 101-42110-240 BUILDING/LOCKER ROOM IDENTIFICATION BAD Police Department 44.00 17 City of Orono Check Register - COUNCIL REPORT Page: 8 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 122822:44.00 FAUL PSYCHOLOGICAL 02/12/2024 122823 1848 101-42110-319 PSYCH TESTING -THOMAS Police Department 665.00 Total 122823:665.00 FBI NATIONAL ACADEMY ASSO 02/12/2024 122824 2024 MEMB 101-42110-433 FBINAA MEMBERSHIP DUES 2024 Police Department 125.00 Total 122824:125.00 FERGUSON WATERWORKS #25 02/12/2024 122825 0525541 601-49400-227 METERS 1,727.55 FERGUSON WATERWORKS #25 02/12/2024 122825 0525545 601-49400-227 SWIVELS FOR HORNS 298.46 Total 122825:2,026.01 GB AUTO SERVICE, INC 02/12/2024 122826 26669 701-49800-402 REPAIR FUEL PUMP UNIT 260 189.53 Total 122826:189.53 GENUINE PARTS COMPANY/NA 02/12/2024 122827 0577-195643 602-49450-227 OIL 5W30 GENERATOR 32 Sewer 16.45 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-589828 701-49800-222 THERMOSTAT UNIT 264 45.99 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-589829 701-49800-213 ANTIFREEZE 39.27 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-590116 701-49800-222 REFLECTORS FOR TRUCKS 27.90 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-590294 701-49800-215 LIGHT BULBS SQUADS 37.60 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-590312 701-49800-222 RADIATOR HOSE 23.99 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-590313 701-49800-213 ANTIFREEZE 14.99 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-590589 701-49800-222 OIL FILTERS 53.28 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-590696 701-49800-222 IDLER PULLEY AND BELT PD DURANGOS 153.68 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-590720 701-49800-222 SERPENTINE BELT 35.10 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-590721 701-49800-222 CREDIT 35.10- GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-590801 701-49800-222 AIR FILTER FOR TAHOES 99.03 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-591104 701-49800-221 AIR FILTER FOR UNIT 629 54.48 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-591183 101-42110-402 SQUAD MAINT / 266 BULB Police Department 18.80 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-591242 701-49800-240 WRENCHS 68.00 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-591410 701-49800-221 FUILD FILTER UNIT 629 81.72 GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-591413 701-49800-240 CREDIT FOR WRENCHS 68.00- GENUINE PARTS COMPANY/NA 02/12/2024 122827 3270-591796 701-49800-222 MOTOR MOUNTS SQ. 259 289.06 18 City of Orono Check Register - COUNCIL REPORT Page: 9 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 122827:956.24 GILLE, HUNTER 02/12/2024 122828 2024.01 101-43000-441 CDL TANKER ENDORSEMENT Public Works Department 28.50 Total 122828:28.50 GOPHER ACE 02/12/2024 122829 018892/1 101-43000-224 AA BATTERY Public Works Department 9.99 GOPHER ACE 02/12/2024 122829 019049/1 101-45200-404 BOLTS FOR MOWER REPAIR Parks 2.94 GOPHER ACE 02/12/2024 122829 18945/1 602-49450-406 OIL FOR LS#32 GENERATOR Sewer 26.97 GOPHER ACE 02/12/2024 122829 18968/1 101-43000-224 NUTS AND BOLTS Public Works Department 3.00 GOPHER ACE 02/12/2024 122829 18991/1 601-49400-221 HINGE FOR 700 GV RACK 4.99 GOPHER ACE 02/12/2024 122829 19024/1 101-41900-404 NUTS AND BOLTS Central Services 2.76 GOPHER ACE 02/12/2024 122829 19077/1 101-43000-221 CHAIN SAW CHAIN Public Works Department 20.76 GOPHER ACE 02/12/2024 122829 19082/1 101-41900-404 BOLTS FOR PD REPAIR Central Services 4.08 GOPHER ACE 02/12/2024 122829 19083/1 101-43000-221 SANDER RACK SUPPLIES Public Works Department 39.15 GOPHER ACE 02/12/2024 122829 19090/1 101-41900-404 HAMMER DRILL BIT AND BOLTS FOR PD REPAIR Central Services 32.74 GOPHER ACE 02/12/2024 122829 19098/1 101-43000-221 SANDER STORAGE RACK BUILD Public Works Department 106.89 GOPHER ACE 02/12/2024 122829 19099/1 101-41900-404 OUTDOOR RECEPTACLE AND COVER Central Services 93.95 GOPHER ACE 02/12/2024 122829 19105/1 101-43000-212 CHAINSAW BAR OIL Public Works Department 21.49 GOPHER ACE 02/12/2024 122829 19117/1 101-41900-404 SANDPAPER Central Services 11.98 GOPHER ACE 02/12/2024 122829 19148/1 101-45200-223 SOCKET Parks 27.99 Total 122829:409.68 GOPHER STATE ONE CALL 02/12/2024 122830 4010659 602-49450-227 LOCATES - SEWER Sewer 85.75 GOPHER STATE ONE CALL 02/12/2024 122830 4010659 601-49400-382 LOCATES - WATER 85.75 Total 122830:171.50 GOVT FINANCE OFFICERS ASS 02/12/2024 122831 2024 MEMB 101-41500-433 2024 MEMBERSHIP - ANNE HENTGES Finance Department 150.00 Total 122831:150.00 GREGERSON, ROSOW, JOHNS 02/12/2024 122832 49604 101-41600-306 PROSECUTION SERVICES 1/2024 Law/Legal Services 3,310.88 Total 122832:3,310.88 HACH CHEMICAL CO 02/12/2024 122833 13890403 601-49400-227 NEW TESTER FOR BOTH WATER PLANTS 2,546.00 19 City of Orono Check Register - COUNCIL REPORT Page: 10 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 122833:2,546.00 HAWKINS INC 02/12/2024 122834 6665297 601-49400-216 CHLORINE TANKS 90.00 Total 122834:90.00 Hennepin County Property Tax 02/12/2024 122835 38-2023-AC 235-45690-489 TIF ADMINISTRATION 752.84 Total 122835:752.84 HENNEPIN COUNTY TREASUR 02/12/2024 122836 1000217748 101-41600-309 JAIL CHARGES Law/Legal Services 398.14 Total 122836:398.14 HENNEPIN COUNTY TREASUR 02/12/2024 122837 1000218160 101-45200-404 STS BUCKTHORN REMOVAL Parks 8,187.69 Total 122837:8,187.69 HERMAN & MARILYN CRAWFO 02/12/2024 122838 4745 NORTH 999-10015 UB REFUND - 4745 NORTH SHORE DR - CRAWF 92.62 Total 122838:92.62 HOLIDAY COMPANIES 02/12/2024 122839 0796010224 101-42110-402 CAR WASHES / HOLIDAY Police Department 313.50 Total 122839:313.50 HOLTON ELECTRIC CONTRACT 02/12/2024 122840 6348 101-41900-404 PD LIGHTS Central Services 367.46 Total 122840:367.46 KODIAK POWER SOLUTIONS 02/12/2024 122841 13458539 602-49450-406 REPAIR GENSET @ LS@28 Sewer 716.20 Total 122841:716.20 Lano Equipment-Loretto 02/12/2024 122842 03-1053296 701-49800-403 REPAIR UNIT 604 954.95 Total 122842:954.95 LARSON, BRETT 02/12/2024 122843 LA24-000003 101-22205 ESCROW REFUND-LA24-000003 - 2480 CARMAN 700.00 20 City of Orono Check Register - COUNCIL REPORT Page: 11 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 122843:700.00 LeadsOnline 02/12/2024 122844 409583 101-42110-311 INVESTIGATION SYSTEM SERVICE Police Department 4,037.00 Total 122844:4,037.00 LEAGUE OF MN CITIES INS TR 02/12/2024 122845 2024 RENE 703-49960-151 2024 1ST HALF WC INSURANCE 112,249.00 Total 122845:112,249.00 LINCOLN OF BLOOMINGTON 02/12/2024 122846 106169 101-42110-550 DTF SQUAD CAR - 2022 FORD EDGE Police Department 17,619.00 Total 122846:17,619.00 LOCALITY MEDIA, INC.02/12/2024 122847 4671 101-42260-319 SOFTWARE Fire Protection Services 9,200.00 Total 122847:9,200.00 MACQUEEN EQUIPMENT LLC 02/12/2024 122848 P24713 415-42260-580 GEAR FOR NEW FIREFIGHTERS 939.67 MACQUEEN EQUIPMENT LLC 02/12/2024 122848 P24913 415-42260-580 GEAR FOR NEW FIREFIGHTERS 757.00 MACQUEEN EQUIPMENT LLC 02/12/2024 122848 P24997 415-42260-580 GEAR FOR NEW FIREFIGHTERS 6,935.00 Total 122848:8,631.67 MANSFIELD OIL COMPANY 02/12/2024 122849 24942592 701-49800-212 UNLEADED FUEL 463.44 MANSFIELD OIL COMPANY 02/12/2024 122849 24997520 701-49800-212 UNLEADED FUEL 3,519.99 MANSFIELD OIL COMPANY 02/12/2024 122849 24997542 701-49800-212 DIESEL FUEL 1,245.94 MANSFIELD OIL COMPANY 02/12/2024 122849 25053352 701-49800-212 DIESEL FUEL 617.42 MANSFIELD OIL COMPANY 02/12/2024 122849 25053395 701-49800-212 UNLEADED FUEL 2,347.64 MANSFIELD OIL COMPANY 02/12/2024 122849 25053407 701-49800-212 UNLEADED FUEL 641.85 MANSFIELD OIL COMPANY 02/12/2024 122849 25053572 701-49800-212 UNLEADED FUEL 1,920.04 Total 122849:10,756.32 METROPOLITAN COUNCIL ENVI 02/12/2024 122850 0001167906 602-49450-383 WASTWATER SERVICE 3/2024 Sewer 64,223.79 Total 122850:64,223.79 MGX EQUIPMENT SERVICES LL 02/12/2024 122851 PSO051001-101-43000-222 SNOWPLOW UNDERBODY PARTS Public Works Department 2,595.03 21 City of Orono Check Register - COUNCIL REPORT Page: 12 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount MGX EQUIPMENT SERVICES LL 02/12/2024 122851 PSO054858-701-49800-221 HYDRAULIC MOTOR FOR UNIT 426 SALTER 1,237.32 Total 122851:3,832.35 MILOW ELECTRIC 02/12/2024 122852 36755 101-41900-404 EXTERIOR LIGHT TIMER REPLACEMENT Central Services 170.00 Total 122852:170.00 MINNEAPOLIS OXYGEN COMPA 02/12/2024 122853 00121498 101-43000-415 ACETYLENE, OXYGEN Public Works Department 76.30 MINNEAPOLIS OXYGEN COMPA 02/12/2024 122853 00121499 101-42110-221 MEDICAL OXYGEN/TANK FEE Police Department 150.60 Total 122853:226.90 MINNESOTA OCCUPATIONAL H 02/12/2024 122854 449102 101-42110-319 NEW HIRE/THOMAS PHYSICAL Police Department 778.00 Total 122854:778.00 MINNETONKA SPORTSMEN INC 02/12/2024 122855 4000 101-42110-433 GUN CLUB DUES PASSIVE MEMBERSHIP DUES Police Department 250.00 Total 122855:250.00 MINNETRISTA PUBLIC SAFETY 02/12/2024 122856 OCT.-DEC.2 101-43280-438 1ST QTR 2024 TOWARDS ZERO DEATHS GRANT Special Services 4,170.42 Total 122856:4,170.42 MN CHIEF OF POLICE ASSN 02/12/2024 122857 15428 101-42110-437 ETI REGISTRATION 2024 - FARNIOK Police Department 550.00 Total 122857:550.00 MN DEPT OF NATURAL RESOU 02/12/2024 122858 1999-6038 613-49830-382 GOLF COURSE WATER PERMIT Golf Course 414.10 Total 122858:414.10 MN DNR ECOLOGICAL AND WA 02/12/2024 122859 2018-0759 601-49400-441 WATER PERMIT FEE 1,516.98 MN DNR ECOLOGICAL AND WA 02/12/2024 122859 2024: 1970-1 601-49400-441 PERMIT FEE - 1970-1351 479.66 Total 122859:1,996.64 MN SHERIFFS ASSOCIATION 02/12/2024 122860 301560 101-42110-437 TRAINING / MCGREGOR Police Department 90.00 22 City of Orono Check Register - COUNCIL REPORT Page: 13 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 122860:90.00 MTI DISTRIBUTING INC 02/12/2024 122861 1399657-00 613-49830-225 IRRIGATION REPAIR Golf Course 303.92 MTI DISTRIBUTING INC 02/12/2024 122861 1416263-00 701-49800-221 FILTER FOR MOWER MAINTENANCE 551.76 MTI DISTRIBUTING INC 02/12/2024 122861 1416263-02 701-49800-221 OIL FILTER UNIT 600 14.38 Total 122861:870.06 MYERS TIRE - KANSAS CITY #1 02/12/2024 122862 41600878 701-49800-215 TIRE WEIGHTS 208.99 Total 122862:208.99 NAVARRE HARDWARE 02/12/2024 122863 345169 601-49400-240 SNOW SHOVEL FOR WATER PLANTS 30.98 NAVARRE HARDWARE 02/12/2024 122863 345191 101-41900-404 TOILET REPAIR Central Services 37.98 NAVARRE HARDWARE 02/12/2024 122863 345287 602-49450-227 POS SUPPLIES Sewer 25.98 NAVARRE HARDWARE 02/12/2024 122863 345297 602-49450-227 POS SEWER CAP Sewer 4.49 NAVARRE HARDWARE 02/12/2024 122863 345309 601-49400-405 REPAIRS @ S WATER PLANT 5.28 Total 122863:104.71 Newegg Business Inc 02/12/2024 122864 1304872407 710-49970-221 KEYBOARD 128.00 Newegg Business Inc 02/12/2024 122864 1304875278 710-49970-221 REPLACEMENT LAPTOPS 1,151.97 Newegg Business Inc 02/12/2024 122864 1304882478 710-49970-221 MONITOR STAND - FRONT DESK 309.96 Newegg Business Inc 02/12/2024 122864 1304889709 710-49970-221 MONITOR STAND - PD 89.98 Newegg Business Inc 02/12/2024 122864 1304889710 710-49970-221 MONITOR - PD 353.96 Newegg Business Inc 02/12/2024 122864 1304895230 710-49970-221 MONITOR - PW 407.68 Newegg Business Inc 02/12/2024 122864 1304895260 710-49970-221 DOCKING STATION 389.74 Newegg Business Inc 02/12/2024 122864 1304897786 710-49970-221 INTEL I7 1,255.98 Total 122864:4,087.27 OLSEN CHAIN AND CABLE INC 02/12/2024 122865 711477 601-49400-227 LIFTING SLING FOR PIPE 54.84 Total 122865:54.84 OPD BUSINESS SOLUTIONS LL 02/12/2024 122866 3520066940 101-42110-201 OFFICE SUPPLIES Police Department 34.23 OPD BUSINESS SOLUTIONS LL 02/12/2024 122866 3520223430 101-42110-201 OFFICE SUPPLIES Police Department 54.99 23 City of Orono Check Register - COUNCIL REPORT Page: 14 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 122866:89.22 OPENGOV, INC 02/12/2024 122867 INV12118 710-49970-416 2024 LICENSE-ASSET MANAGEMENT SOFTWAR 18,687.88 Total 122867:18,687.88 OPTUM 02/12/2024 122868 0001547423 101-41900-319 HSA MAINTENANCE FEE 4TH QTR 2023 Central Services 104.00 Total 122868:104.00 Orono Woods Apartments LLC 02/12/2024 122869 2023 2ND H 235-45690-489 TIF PAYMENT 2ND HALF 2023 37,377.70 Total 122869:37,377.70 PAUL RANDALL 02/12/2024 122870 2701 PENCE 999-10015 UB REFUND - 2701 PENCE LANE 8.10 Total 122870:8.10 Perry's Truck Repair 02/12/2024 122871 1820 701-49800-403 REPAIR UNIT 431 SALTER 115.25 Total 122871:115.25 PRECISION UTILITIES 02/12/2024 122872 1098 601-49400-405 CURB STOP REPAIR @ NAVARRE HARD.4,842.50 Total 122872:4,842.50 QUALITY FLOW SYSTEMS INC 02/12/2024 122873 46306 602-49450-403 GS #30 REPAIR Sewer 489.00 Total 122873:489.00 QUALTEK WIRELESS LLC 02/12/2024 122874 NORTH WT 101-22205 ESCROW REFUND- NORTH WT SPRINT DECOM 10,000.00 QUALTEK WIRELESS LLC 02/12/2024 122874 NORTH WT 601-39610 ESCROW REFUND- NORTH WT SPRINT DECOM 7,860.12- Total 122874:2,139.88 RAYMOND MAIJALA 02/12/2024 122875 4700 N ARM 999-10015 UB REFUND - 4700 N ARM DR W - MAIJALA 78.00 Total 122875:78.00 24 City of Orono Check Register - COUNCIL REPORT Page: 15 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount RDO EQUIPMENT CO 02/12/2024 122876 W1807314 701-49800-403 UNIT #471 WOOD CHIPPER REPAIR 3,012.19 Total 122876:3,012.19 REPUBLIC SERVICES #894 02/12/2024 122877 0894-006560 101-45200-404 TRASH SERVICE Parks 2,538.63 Total 122877:2,538.63 RITEWAY BUSINESS FORMS 02/12/2024 122878 24-85025 601-49400-201 UB BILL - PAPER STOCK 158.43 RITEWAY BUSINESS FORMS 02/12/2024 122878 24-85025 602-49450-201 UB BILL - PAPER STOCK Sewer 158.43 RITEWAY BUSINESS FORMS 02/12/2024 122878 24-85025 651-49910-201 UB BILL - PAPER STOCK Storm Water 158.43 Total 122878:475.29 ROGERS POLICE DEPARTMEN 02/12/2024 122879 OCT.-DEC.2 101-43280-438 1ST QTR 2024 TOWARDS ZERO DEATHS GRANT Special Services 2,669.46 Total 122879:2,669.46 ROTARY CLUB OF ORONO 02/12/2024 122880 212 101-42110-433 2024 MEMBERSHIP Police Department 1,200.00 Total 122880:1,200.00 RYAN AUTO MALL 02/12/2024 122881 259107 701-49800-222 OIL COOLER FOR UNIT 264 119.00 RYAN AUTO MALL 02/12/2024 122881 259116 701-49800-221 WINDSHIELD WASHER NOZZLE 54.84 RYAN AUTO MALL 02/12/2024 122881 259136 701-49800-222 WIPER NOZZEL UNIT 266 51.25 RYAN AUTO MALL 02/12/2024 122881 259222 701-49800-221 BRAKES, ROTORS FOR UNIT 269 1,270.95 RYAN AUTO MALL 02/12/2024 122881 259288 701-49800-222 INSULATOR FOR UNIT 269 335.20 RYAN AUTO MALL 02/12/2024 122881 679734 701-49800-402 SQUAD #267 REPAIR 2,582.33 Total 122881:4,413.57 SECOND NATURE GRAPHICS 02/12/2024 122882 485 601-49400-201 INDICIA WINDOW ENVELOPES 392.00 SECOND NATURE GRAPHICS 02/12/2024 122882 485 101-41900-201 BUSINESS CARDS - M JIN Central Services 71.00 Total 122882:463.00 SECURITY & SOUND CO 02/12/2024 122883 27430 101-42110-404 BUILDING MAINTENANCE - KEYPAD Police Department 848.00 Total 122883:848.00 25 City of Orono Check Register - COUNCIL REPORT Page: 16 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount SOUTH LAKE MINNETONKA PO 02/12/2024 122884 OCT.-DEC.2 101-43280-438 1ST QTR 2024 TOWARDS ZERO DEATHS GRANT Special Services 7,144.42 Total 122884:7,144.42 STAR TRIBUNE 02/12/2024 122885 02.01.24 - 01 101-41900-352 2/1/24-1/30/25 SUBSCRIPTION 3009532 Central Services 254.70 Total 122885:254.70 STATE OF MINNESOTA 02/12/2024 122886 2024 DOT IN 701-49800-441 DOT CVI ANNUAL INSPECTION DECALS 52.00 Total 122886:52.00 STOP STICK LTD 02/12/2024 122887 0032145-IN 101-42110-240 STOP STICKS CORD REEL Police Department 114.00 Total 122887:114.00 STREICHERS POLICE EQUIP 02/12/2024 122888 I1669663 CR 101-42110-226 UNIFORMS/RESERVE PELUF Police Department 296.87- STREICHERS POLICE EQUIP 02/12/2024 122888 I1674503 101-42260-226 UNIFORMS FOR NEW HIRES Fire Protection Services 999.90 Total 122888:703.03 TARGET SOLUTIONS LEARNIN 02/12/2024 122889 INV89117 101-42260-437 TRAINING AND ASSET MANAGEMENT SOFTWA Fire Protection Services 6,110.00 Total 122889:6,110.00 TESKE, JESSICA 02/12/2024 122890 3660 TOGO 999-10015 UB REFUND - 3660 TOGO RD - TESKE 125.00 Total 122890:125.00 THOMSON REUTERS - WEST 02/12/2024 122891 849644354 101-42110-311 DATA PROCESSING/THOMSON REUTERS Police Department 302.99 Total 122891:302.99 TOLL GAS & WELDING SUPPLY 02/12/2024 122892 40187486 101-43000-415 CYLINDER & DEMURRAGE Public Works Department 12.71 TOLL GAS & WELDING SUPPLY 02/12/2024 122892 40189033 101-43000-415 CYLINDER & DEMURRAGE Public Works Department 12.71 Total 122892:25.42 TWIN CITY GARAGE DOOR CO 02/12/2024 122893 Z265360 101-41900-404 GARAGE DOOR SERVICE Central Services 355.00 26 City of Orono Check Register - COUNCIL REPORT Page: 17 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 122893:355.00 UNIFIRST CORPORATION 02/12/2024 122894 1410036207 101-43000-404 RUGS - PW Public Works Department 26.13 UNIFIRST CORPORATION 02/12/2024 122894 1410036207 701-49800-221 SHOP TOWELS - PW 8.33 UNIFIRST CORPORATION 02/12/2024 122894 1410036207 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 44.17 UNIFIRST CORPORATION 02/12/2024 122894 1410036207 601-49400-226 UNIFORMS PW-WATER DEPT 44.17 UNIFIRST CORPORATION 02/12/2024 122894 1410036207 101-43000-226 UNIFORMS - PW Public Works Department 44.17 UNIFIRST CORPORATION 02/12/2024 122894 1410036207 701-49800-226 UNIFORMS-FLEET 44.17 UNIFIRST CORPORATION 02/12/2024 122894 1410036207 101-45200-226 UNIFORMS-PARKS Parks 44.17 UNIFIRST CORPORATION 02/12/2024 122894 1410036207 101-45210-226 UNIFORMS-GOLF COURSE Golf Course 44.16 UNIFIRST CORPORATION 02/12/2024 122894 1410037534 101-41900-223 LAUNDRY SERVICE Central Services 34.92 UNIFIRST CORPORATION 02/12/2024 122894 1410037536 101-43000-404 RUGS - PW Public Works Department 26.13 UNIFIRST CORPORATION 02/12/2024 122894 1410037536 701-49800-221 SHOP TOWELS - PW 8.33 UNIFIRST CORPORATION 02/12/2024 122894 1410037536 101-41900-223 CLEANING TOWELS Central Services 11.87 UNIFIRST CORPORATION 02/12/2024 122894 1410037536 701-49800-226 UNIFORMS - FLEET 44.09 UNIFIRST CORPORATION 02/12/2024 122894 1410037536 101-43000-226 UNIFORMS - PW Public Works Department 44.09 UNIFIRST CORPORATION 02/12/2024 122894 1410037536 601-49400-226 UNIFORMS PW-WATER DEPT 44.09 UNIFIRST CORPORATION 02/12/2024 122894 1410037536 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 44.09 UNIFIRST CORPORATION 02/12/2024 122894 1410037536 101-45210-226 UNIFORMS-GOLF COURSE Golf Course 44.08 UNIFIRST CORPORATION 02/12/2024 122894 1410037536 101-45200-226 UNIFORMS-PARKS Parks 44.08 UNIFIRST CORPORATION 02/12/2024 122894 1410039048 101-43000-404 RUGS - PW Public Works Department 26.13 UNIFIRST CORPORATION 02/12/2024 122894 1410039048 701-49800-221 SHOP TOWELS - PW 8.33 UNIFIRST CORPORATION 02/12/2024 122894 1410039048 101-41900-223 CLEANING TOWELS Central Services 22.22 UNIFIRST CORPORATION 02/12/2024 122894 1410039048 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 48.60 UNIFIRST CORPORATION 02/12/2024 122894 1410039048 601-49400-226 UNIFORMS PW-WATER DEPT 48.60 UNIFIRST CORPORATION 02/12/2024 122894 1410039048 701-49800-226 UNIFORMS - FLEET 48.60 UNIFIRST CORPORATION 02/12/2024 122894 1410039048 101-43000-226 UNIFORMS - PW Public Works Department 48.60 UNIFIRST CORPORATION 02/12/2024 122894 1410039048 101-45210-226 UNIFORMS-GOLF COURSE Golf Course 48.59 UNIFIRST CORPORATION 02/12/2024 122894 1410039048 101-45200-226 UNIFORMS-PARKS Parks 48.60 UNIFIRST CORPORATION 02/12/2024 122894 1410039050 101-41900-223 LAUNDRY SERVICE Central Services 80.27 Total 122894:1,073.78 VALLEY RICH CO 02/12/2024 122895 32937 602-49450-406 FORCE MAIN BREAK @ SCHOOL ON OCB Sewer 5,928.98 Total 122895:5,928.98 VESSCO INC 02/12/2024 122896 093067 601-49400-405 INJECTOR REPAIR/LINE REPLACEMENT 5,495.05 27 City of Orono Check Register - COUNCIL REPORT Page: 18 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 122896:5,495.05 WATER CONSERVATION SVC IN 02/12/2024 122897 13751 601-49400-405 WATER BREAK @ 2815 CASCO PT 364.06 Total 122897:364.06 WEST HENNEPIN PUBLIC SAFE 02/12/2024 122898 OCT.-DEC.2 101-43280-438 1ST QTR 2024 TOWARDS ZERO DEATHS GRANT Special Services 637.67 Total 122898:637.67 WHITE, ANTHONY 02/12/2024 122899 2024.01 AW 101-42110-226 UNIFORMS/WHITE Police Department 164.96 Total 122899:164.96 XCEL ENERGY 02/12/2024 122900 862146432 101-41900-381 NEW PW BUILDING ELECTRICITY 12/18/23-1/21/Central Services 614.14 XCEL ENERGY 02/12/2024 122900 863078281 602-49450-381 3425 LYRIC 12/27/23-01/29/24 Sewer 33.05 XCEL ENERGY 02/12/2024 122900 863508882 101-41900-381 ELECTRIC SERVICE 12/25/23-1/24/24 Central Services 2,203.22 XCEL ENERGY 02/12/2024 122900 863508882 101-42110-381 ELECTRIC SERVICE 12/25/23-1/24/24 Police Department 1,236.11 XCEL ENERGY 02/12/2024 122900 863508882 101-42110-381 ELECTRIC SERVICE 12/25/23-1/24/24 Police Department 35.15 XCEL ENERGY 02/12/2024 122900 863508882 101-43000-381 ELECTRIC SERVICE 12/25/23-1/24/24 Public Works Department 235.38 XCEL ENERGY 02/12/2024 122900 863508882 101-43000-386 ELECTRIC SERVICE 12/25/23-1/24/24 Public Works Department 3,970.90 XCEL ENERGY 02/12/2024 122900 863508882 101-45200-381 ELECTRIC SERVICE 12/25/23-1/24/24 Parks 34.93 XCEL ENERGY 02/12/2024 122900 863508882 601-49400-381 ELECTRIC SERVICE 12/25/23-1/24/24 6,326.92 XCEL ENERGY 02/12/2024 122900 863508882 602-49450-381 ELECTRIC SERVICE 12/25/23-1/24/24 Sewer 3,961.91 XCEL ENERGY 02/12/2024 122900 863508882 101-45210-381 ELECTRIC SERVICE 12/25/23-1/24/24 Golf Course 176.38 Total 122900:18,828.09 ZUMBRO TOOLS 02/12/2024 122901 102924387 701-49800-240 MECHANIC SHOP TOOL 126.00 Total 122901:126.00 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 BW 101-43000-221 METAL FOR SALTER AND BRINE TANK CARTS Public Works Department 950.24 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 BW 601-49400-222 METAL FOR EQUIPMENT ON UNIT 700 950.25 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 BW 602-49450-222 METAL FOR EQUIPMENT ON UNIT 700 Sewer 950.24 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 BW 101-43000-240 CHOP SAW / TOOLS FOR WELDING ROOM Public Works Department 1,165.87 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CF 101-42110-212 FUEL FOR SQUADS -PUMPS WERE DOWN Police Department 139.75 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CF 101-42110-321 APP FOR SQUAD PHONES Police Department 21.69 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CF 101-42110-433 PELOTON MMEMBERSHIP Police Department 47.76 28 City of Orono Check Register - COUNCIL REPORT Page: 19 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CF 101-42110-437 MN CHIEFS CONFERENCE -HOTEL Police Department 591.24 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CF 101-42110-201 PERMITS AND OTHER DOCUMENTS Police Department 66.00 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CL 101-41900-221 OFFICE SUPPLIES - SPACE HEATER Central Services 26.99 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CL 101-41300-489 DOCUMENT CLEAN UP DAY EVENT - ALL STAFF Administration 250.58 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CL 101-41300-489 NEW EMPLOYEE WELCOME BREAKFAST - CUS Administration 66.35 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CL 101-41300-489 NEW EMPLOYEE WELCOME BREAKFAST - CSO Administration 66.35 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CL 101-41300-489 NEW EMPLOYEE WELCOME BREAKFAST - CSO Administration 14.80 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CL 101-41300-489 NEW EMPLOYEE WELCOME BREAKFAST - FINA Administration 73.46 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CL 101-41300-489 NEW EMPLOYEE WELCOME BREAKFAST - FINA Administration 37.24 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CL 101-41110-439 EVENT - COFFEE WITH THE MAYOR Mayor & Council 30.12 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CL 101-41110-439 CITY COUNCIL EVENING MEETINGS Mayor & Council 137.38 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CL 101-41110-439 CITY COUNCIL EVENING MEETINGS Mayor & Council 5.99 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CL 101-41900-340 ANNUAL LICENSING - PHOTOS Central Services 650.07 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 CL 101-41110-437 VEACH - LEADING ECONOMIC TRANSFORMATI Mayor & Council 225.00 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 DG 101-43000-433 TREE REGISTER LIC. DJ Public Works Department 25.56 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 DG 701-49800-222 SQUAD REPAIR 269 468.25 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 DK 710-49970-221 MICROFICHE SCANNER CABLE 32.55 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 JL 101-45210-433 COSTCO RENEWAL Golf Course 180.00 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 JL 101-41900-223 FLAG ORDER Central Services 87.45 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 JV 101-42260-402 CAR WASH Fire Protection Services 15.00 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 LO 101-42400-437 SEPTIC AND BUILDING TRAININGS Building & Zoning 2,490.00 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 SO 601-49400-322 SHIPPING FOR WATER SAMPLES 48.93 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 SO 601-49400-319 HSEM REPORTING 229.84 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 SO 101-43050-319 HSEM REPORTING Public Works - Spring Park 102.15 CARDMEMBER SERVICE 02/12/2024 201304 2024.01 TW 101-42110-437 TRAINING/EMT/SLIPKA Police Department 275.00 Total 20130435:10,422.10 FSSolutions 02/12/2024 201304 FL00611916 101-43000-319 DRUG TESTING 12.2023 Public Works Department 61.16 Total 20130436:61.16 HOME DEPOT CREDIT SERVIC 02/12/2024 201304 12.21.2023 - 601-49400-240 SMALL TOOLS FOR 709 620.58 HOME DEPOT CREDIT SERVIC 02/12/2024 201304 12.21.2023 - 602-49450-240 SMALL TOOLS FOR 709 Sewer 620.58 HOME DEPOT CREDIT SERVIC 02/12/2024 201304 12.21.2023 - 101-41900-223 CLEANING SUPPLIES Central Services 334.03 HOME DEPOT CREDIT SERVIC 02/12/2024 201304 12.21.2023 - 101-41900-223 OFFICE REFRIGERATOR Central Services 149.00 HOME DEPOT CREDIT SERVIC 02/12/2024 201304 12.21.2023 - 101-41900-404 WINDOW FILM Central Services 104.94 HOME DEPOT CREDIT SERVIC 02/12/2024 201304 12.21.2023 - 101-41900-404 TOILET REPLACEMENT Central Services 178.77 29 City of Orono Check Register - COUNCIL REPORT Page: 20 Check Issue Dates: 1/23/2024 - 2/12/2024 Feb 07, 2024 02:15PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 20130437:2,007.90 MEDSURETY LLC 02/12/2024 201304 29036 101-41900-319 FEES Central Services 198.50 Total 20130438:198.50 PSN: PAYMENT SERVICE INVOI 02/12/2024 201304 290162 602-49450-312 SEWER FUND PSN FEES Sewer 625.10 PSN: PAYMENT SERVICE INVOI 02/12/2024 201304 290162 601-49400-312 WATER FUND PSN FEES 625.10 PSN: PAYMENT SERVICE INVOI 02/12/2024 201304 290279 613-49830-312 GOLF PSN FEES Golf Course 2.75 PSN: PAYMENT SERVICE INVOI 02/12/2024 201304 290415 101-41900-312 BUILDING PERMIT PSN FEES Central Services 8.25 Total 20130439:1,261.20 SQUARE SERVICES 02/12/2024 201304 02.2024 FEE 101-41900-312 FEE 02.01.24-03.01.24 Central Services 35.00 Total 20130440:35.00 Grand Totals: 618,824.69 30 Item No.: 4 Date: February 12, 2024 Presenter: Maggie Jin Presenter: Finance Director Section:Consent Agenda Title: Amended Enterprise Funds Budget 2024 - Resolution 7446 1.Purpose: The purpose of this agenda item is to approve the amended 2024 Enterprise Fund Budgets. 2.Background: At the December 11, 2023, City Council adopted the 2024 Enterprise Fund Budgets. The Enterprise Funds include the Water Fund, Sewer Fund, Stormwater Fund, Recycling Fund, Cable Fund, and Golf Course Fund. Staff have found errors in Resolution 7439, adopted at the December 11th council meeting. The calculations for the Total Expenditures and Total Revenue were not computed accurately, Transfer to Other Funds amounts were not included, and the Stormwater and Recycling Funds were incorrect. The attached resolution have the corrected numbers. 3.Staff Recommendation: Staff recommends approval of the Amended 2024 Enterprise budgets as presented. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to adopt Resolution 7446 Amending the 2024 Enterprise Fund budgets. Exhibits Resolution 7446 Adopting the Amended 2024 Enterprise Fund Budgets.pdf 2024 Enterprise Fund Summary.pdf 31 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7446 A RESOLUTION TO ADOPT THE AMENDED 2024 ENTERPRISE FUND BUDGETS BE IT RESOLVED, by the City Council of the City of Orono, County of Hennepin, Minnesota that the 2024 Enterprise Fund budgets are determined to be as follows: Estimated Revenues Water Sewer Recycling Charges for Service $1,300,000 $2,185,000 $249,900 Interest Income 25,000 40,000 -- Non-Operating 15,000 21,600 22,000 Total Revenues $1,340,000 $2,246,600 $271,900 Appropriated Expenditures Operating Expenses $1,229,900 $2,183,140 $273,600 Non-Operating Expenses Interest Expense 10,000 Debt Service 85,000 Transfer to Other Funds 159,300 744,300 - - Total Expenditures $1,484,200 $2,927,440 $273,600 Estimated Revenues Stormwater Cable Golf Charges for Service $ 735,280 $70,000 $400,000 Interest Income 16,000 1,000 1,000 Non-Operating -- -- -- Total Revenues $751,280 $ 71,000 $401,000 Appropriated Expenditures Operating Expenses $502,600 $62,600 $350,000 Non-Operating Expenses Interest Expense Debt Service Transfer to Other Funds - - - - - - Total Expenditures $502,600 $62,600 $350,000 32 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7446 Adopted by the City Council of the City of Orono, Minnesota at a regular meeting held February 12, 2024. ATTEST: ____________________________________ ____________________________________ Christine Lusian, City Clerk Dennis Walsh, Mayor 33 2021 Actual 2022 Actual 2023 Budget Y-T-D Dec 31, 2023 2024 Adopted Dollar Increase (Decrease) % Increase (Decrease) Personal Services 265,957 333,866 374,100 338,339 355,100 (19,000) -5.08% Supplies & Maintenance 261,654 240,827 191,700 437,926 197,500 5,800 3.03% Professional Services 49,266 55,211 62,100 70,760 104,900 8,500 13.69% Insurances 7,800 26,000 26,900 26,900 21,400 (5,500) -20.45% Other Expenses 528,885 586,971 526,500 557,224 551,000 24,500 4.65% Non-Operating Expenses 85,429 20,000 15,000 0 169,300 154,300 1028.67% Total Water Operating Fund 1,198,991 1,262,875 1,196,300 1,431,149 1,399,200 168,600 14.09% PROGRAM DESCRIPTION & OBJECTIVES: OPERATING COST ACTIVITIES: Water *Professional Services' includes a portion of the costs related to the City's annual financial audit, IT Services, and engineering consulting costs related to water projects. *Other Expenses' include power supply costs, purchased water from the City of Wayzata, and a depreciation charge on the fixed assests. 2024 Enterprise Fund Operating Budget Departmental Summary 49400 Staff includes: Public Works Superintendent (.2 FTE), Public Works Supervisor (.5 FTE), Maintenance Workers (2.1 FTE, Administrative Assistant (.25 FTE) and a Seasonal Employee. The Water Operating Fund provides for the funding of the City's water distribution system. These funds are accounted for separately and are designed to be funded through water rates. *Included in 'Personal Services' are the wages and employment taxes for the Water Department Staff. *Supplies & Maintenance' includes the operating supplies and maintenance for the water distribution system. 34 2021 Actual 2022 Actual 2023 Budget Y-T-D Dec 31, 2023 2024 Adopted Dollar Increase (Decrease) % Increase (Decrease) Personal Services 213,384 328,140 361,800 336,367 362,000 200 0.06% Supplies & Maintenance 109,520 161,964 261,750 136,853 218,000 (43,750) -16.71% Professional Services 52,568 64,277 68,000 77,404 105,160 10,000 14.71% Insurances 17,500 14,715 15,540 15,540 15,540 0 0.00% Other Expenses 1,272,300 1,527,957 1,404,900 1,455,217 1,482,440 77,540 5.52% Non-Operating Expenses 143,750 110,000 0 0 744,300 744,300 N/A Total Sewer Operating Fund 1,809,022 2,207,053 2,111,990 2,021,380 2,927,440 788,290 37.32% PROGRAM DESCRIPTION & OBJECTIVES: OPERATING COST ACTIVITIES: *Other Expenses' includes the City's disposal charges with the MCES, and a depreciation charge on fixed assets. Staff includes: Public Works Superintendent (.2 FTE), Public Works Supervisor (.5 FTE), Maintenance Workers (2.15 FTE), Administative Support (.25 FTE), and a Seasonal Employee. *Supplies & Maintenance' includes the operating supplies and maintenance for the sewer collection system. Sewer 49450 The Sewer Operating Fund provides for the funding of the City's sewer collection system. The funds are accounted for separately and are designedto be funded primarily through sewer unit charges. 2024 Enterprise Fund Operating Budget Departmental Summary *Professional Services' includes a portion of the costs related to the City's annual financial audit, IT Services, and engineering consulting costs related to sewer projects. *Included in 'Personal Services' are the wages and employment taxes for the Sewer Department Staff. 35 2021 Actual 2022 Actual 2023 Budget Y-T-D Dec 31, 2023 2024 Adopted Dollar Increase (Decrease) % Increase (Decrease) Personal Services 22,040 11,979 11,979 12,931 18,500 6,521 54.44% Supplies & Maintenance 0 0 0 0 0 0 N/A Professional Services 192,818 229,037 229,037 218,702 230,000 963 0.42% Insurances 0 500 500 100 1,000 500 100.00% Other Expenses 16,497 14,930 14,930 20,694 24,100 9,170 61.42% Recycling Total 231,355 256,446 256,446 252,426 273,600 17,154 6.69% PROGRAM DESCRIPTION & OBJECTIVES: OPERATING COST ACTIVITIES: Recycling The city participates in a program to provide curbside recycling service. In addition, the city also provides a spring cleanup day for residents who have materials unsuitable for curbside recycling pickup. Departmental Summary *Personal Services are a portion of the City Clerk's wages and the wages for City Staff whom participate in the spring cleanup. *Other Expenses includes disposal of items collected during the clean up day and materials related to organics recycling. *'Professional Services includes the costs associated with recycling collection. 49500 2024 Enterprise Fund Operating Budget 36 2021 Actual 2022 Actual 2023 Budget Y-T-D Dec 31, 2023 2024 Adopted Dollar Increase (Decrease) % Increase (Decrease) Personal Services 113,270 81,899 198,400 164,179 239,100 40,700 20.51% Supplies & Maintenance 14,346 22,584 21,500 30,438 19,000 (2,500) -11.63% Professional Services 26,278 46,807 39,500 41,549 47,500 8,000 20.25% Insurances 4,750 4,100 4,400 4,400 4,900 500 11.36% Other Expenses 185,325 195,651 192,600 162,566 192,100 (500) -0.26% Non-Operating Expenses 0 138,583 0 0 0 0 N/A Total Stormwater Operating Fund 343,969 489,623 456,400 403,131 502,600 46,200 10.12% PROGRAM DESCRIPTION & OBJECTIVES: OPERATING COST ACTIVITIES: Stormwater The Stormwater Operating Fund provide sfunding to for the City's Stormwater responsibilities. The funds are accounted for separately and are designedto be funded primarily through stormwater service and trunk fees. *Included in 'Personal Services' are the wages and employment taxes for the Public Works Department Staff. Staff includes: Public Works Superintendent (.2 FTE), Public Works Supervisor (.5 FTE), Maintenance Workers (.5 FTE), Administative Support (.20 FTE), and a Seasonal Employee. * Supplies & Maintenance includes material associated with culvert maintenance. *Other Expenses includes depreciation and an administrative charge and the annual LMCD Levy. *Professional Services includes engineering and annual audit charges. 2024 Enterprise Fund Operating Budget Departmental Summary 49910 37 2021 Actual 2022 Actual 2023 Budget Y-T-D Dec 31, 2023 2024 Adopted Dollar Increase (Decrease) % Increase (Decrease) Personal Services 41,982 8,598 0 0 0 0 N/A Professional Services 15,830 14,160 18,000 13,790 27,000 9,000 50.00% Other Expenses 44,867 65,001 39,500 41,778 35,600 (3,900) -9.87% Total Sewer Operating Fund 102,679 87,759 57,500 55,568 62,600 5,100 8.87% PROGRAM DESCRIPTION & OBJECTIVES: OPERATING COST ACTIVITIES: *Professional Services includes IT Services and audit charges. * Other Expenses include webcasting/online content and an administrative charge to the General Fund Cable Franchise The Cable TV Fund was created to account for the Franchise fees that are collectected as part of the City's Franchise agreement with Mediacom. Expenditures include costs associated with recording and streaming meetings. 2024 Enterprise Fund Operating Budget Departmental Summary 49840 38 2021 Actual 2022 Actual 2023 Budget Y-T-D Dec 31, 2023 2024 Adopted Dollar Increase (Decrease) % Increase (Decrease) Personal Services 0 0 0 73,883 179,700 179,700 N/A Supplies and Maintenance 0 0 0 37 55,600 55,600 N/A Insurance 0 0 0 0 14,700 14,700 N/A Other Expenses 0 0 0 9,276 80,500 80,500 N/A Merchandise for Resale 0 0 0 0 19,500 19,500 N/A Total Golf Operating Fund 0 0 0 83,197 350,000 350,000 N/A PROGRAM DESCRIPTION & OBJECTIVES: The Golf Course Fund was reestablished to account for Golf activities. As an enterprise fund, it will no longer be supported by property taxes. 2024 Enterprise Fund Operating Budget Departmental Summary Golf Course 49830 39 Item No.: 5 Date: February 12, 2024 Presenter: Maggie Jin Presenter: Finance Director Section:Consent Agenda Title: Establish the Golf Course Enterprise Fund - Resolution 7450 1.Purpose: The purpose of this action is to establish the Golf Course Enterprise Fund. 2.Background: The Orono Orchard Golf Course was officially opened June 4, 1924 to provide golfing opportunities for both residents and visitors to the City. Prior to March 28, 2011, the Golf Course operated as an Enterprise Fund. Fees and service charges covered the cost of the golf course. At the time, the City determined that the community derives benefit from maintaining and operating the golf course and thus, the Golf Course Enterprise Fund was closed and moved over to the General Fund. To increase transparency of what taxpayer dollars are utilized for, at the July 24, 2023 Council Work Session, former Finance Director Olson noted that golf course related activity will be transition back over to an enterprise fund. In accordance with the Minnesota State Auditor guidelines for enterprise funds, the pricing policies of the golf course establishes fees and charges designed to recover its costs, including capital costs. Within the last few years, the golf course has been operating at a profit and is anticipated to sustain itself. The City can determine in future years if the golf course may need a subsidy and City Council can elect to transfer funds from the general fund with consideration if the golf course continues to bring value and benefit to the community. 3.Staff Recommendation: Staff recommends approval to establish the Golf Course Enterprise Fund. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to adopt Resolution 7450 Establishing the Golf Course Enterprise Fund. Exhibits Golf Course Fund.pdf 40 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7450 A RESOLUTION TO ESTABLISH THE GOLF COURSE ENTERPRISE FUND WHEREAS, Orono Orchard Golf Course officially opened June 4, 1924 to provide golfing opportunities for both residents and visitors to the City; and WHEREAS, the new enterprise fund will allow the City to dedicate, separate, and track expenses and revenues related to the golf course activity; and WHEREAS, in accordance with the Minnesota State Auditor guidelines for enterprise funds, the pricing policies of the golf course establish fees and charges designed to recover its costs, including capital costs; and WHEREAS, the fund will be retroactive for the 2023 golf season; NOW, THEREFORE, BE IT RESOLVED that the Golf Course Enterprise Fund be created. ADOPTED this 12th day of February 2024, by the City Council of the City of Orono. CITY OF ORONO By: _______________________________ Dennis Walsh, Mayor ATTEST: ______________________________ Christine Lusian, City Clerk 41 Item No.: 6 Date: February 12, 2024 Presenter: Adam Edwards Presenter: City Administrator / Engineer Section:Consent Agenda Title: Approval to Accept Donation - Culvers 1.Purpose: The purpose of this action item is to gain approval to accept a donation to the City. 2.Background: Culvers has made a donation to the the city of Orono for recognition of staff. 3.Donations Received: The donation was in the form of 36 meal coupons with and estimated total value of $360. 4.Staff Recommendation: I recommend the city accept the generous donation of $360.00. AGENDA ITEM COUNCIL ACTION REQUESTED Motion for approval to accept donation of $360 from Culvers. Thank you for your kind and generous donation to the city of Orono staff. 42 Item No.: 7 Date: February 12, 2024 Presenter: Adam Edwards Presenter: City Administrator / Engineer Section:Consent Agenda Title: Approve Next Work Session Draft Agenda 1.Purpose: The purpose of the action item is to forecast future work session agendas. 2. Date Subject Date Subject 8 Jan Annual Appointments 8 Jul 22 Jan Recodification-streets, utilities, parks 22 Jul General Fund Budget Update 12 Feb Average Lakeshore Setback (Part 3)12 Aug 26 Feb Interview Commissioner Applicants (Parks/Planning)-- if needed; Police Department Canine Program Overview 26 Aug Enterprise Budget Update 11 Mar Elected and appointed official civility; tech use at the dias; appropriate use of staff time 9 Sep Preliminary Levy / Budget 8 Apr Street Maintenance 2025 23 Sep 22 Apr 14 Oct Draft Capital Improvement Plans 13 May 28 Oct Draft Capital Improvement Plans 28 May 12 Nov 10 Jun 25 Nov Fee Schedule Update 24 Jun Preliminary Budget Guidance 2025 9 Dec Background: This is an opportunity for council members to propose and agree to future work session topics. Work session meetings are at 5 pm on the same days as 6 pm regular council meetings. The table below lists upcoming proposed subjects and dates. 3.Process: For the Feb 26th meeting the Police Department is requesting to be able to brief a canine program proposal to the council. At time of publishing the packet, we have not received any applications for Parks or Planning Commission. If we we still do not have any applications by February 22, we will remove that item from the agenda. 4.Staff Recommendation: I recommend holding the next work session as proposed and scheduled. AGENDA ITEM COUNCIL ACTION REQUESTED Move to approve the draft schedule and hold the next work session as proposed and scheduled. 43 Item No.: 8 Date: February 12, 2024 Presenter: Adam Edwards Presenter: City Administrator / Engineer Section:Consent Agenda Title: Personnel Policy Update 1.Purpose: The purpose of this council action is to update the Personnel Policy by adding section 2.10 Gifts to the policy. 2.Background: In 2022 the City revamped the entire Personnel Policy. During that process the portion on Gifts was inadvertently left out. This update will add the section back into the policy book. 3.Staff Recommendation: I recommend adopting the revised Personnel Policy to include the gift section. AGENDA ITEM COUNCIL ACTION REQUESTED Move to adopt the updated Personnel Policy. Exhibits A. Draft Addition to Personel Policy on Gifts.docx 44 Section 2.10 Gifts City employees may not solicit or accept gifts from any person or company that has a direct financial interest in a decision that the City is authorized to make. No gift may be accepted from consultants, vendors, permit applicants, job applicants, local businesses, or others that have a financial interest in the decision the City may make. The only exceptions to the ban on gifts are: services of insignificant monetary value; a plaque or similar memento recognizing individual services in a field of specialty or a charitable cause; a trinket or memento costing $5 or less; informational material of insignificant value; food or beverage given at a reception, meal, or meeting away from the employee’s place of work by an organization before whom the employee appears to make a speech or answer questions as part of a program; gifts given because of the employee’s membership in group, a majority of whose members are not local officials, and an equivalent gift is given to the other members of the group; or gifts given by a person who is a member of the employee’s family unless the gift is given on behalf of someone who is not a member of the family. gifts given by a national or multistate organization of governmental organizations or public officials, if a majority of the dues to the organization are paid from public funds, to attendees at a conference sponsored by that organization, if the gift is food or a beverage given at a reception or meal and an equivalent gift is given or offered to all other attendees. Minn. Stat. §471.895 and Minn. Stat. §471.87 45 Item No.: 9 Date: February 12, 2024 Presenter: Adam Edwards Presenter: City Administrator / Engineer Section:Consent Agenda Title: Seasonal Weight Restrictions - Resolution 7451 1.Purpose: The purpose of this council action is to update the city’s seasonal weight restriction resolution. 2.Background: Each year during the spring thaw (typically early-March to mid-May), State, County and local highway authorities impose axle weight restrictions to protect their roadways. The two primary causes for premature deterioration of asphalt streets are weather and traffic. As the frost is leaving the ground during the spring thaw, the gravel under the street has high moisture content, which affects the load carrying capacity of the asphalt pavement. Therefore, in order to prolong the service life of the streets and highways, axle weight restrictions are imposed during the spring thaw when streets are most susceptible to damage due to heavy loads. Staff has updated the resolution regarding seasonal weight restrictions on Orono public city streets that was last adopted in February of 2023 by Resolution. 3.Staff Recommendation: I recommend approval of the attached resolution. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to adopt resolution 7451 establishing seasonal weight restrictions on Orono city streets. Exhibits A. Res 7451 Road Weight Restrictions B. Weight Restrictions Map.pdf 46 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7451 Page1 of3 ESTABLISHING SEASONAL WEIGHT RESTRICTIONS ON ORONO PUBLIC CITY STREETS WHEREAS, axle weight limits are restricted on the following streets in the city of Orono to protect these streets from damage when road and weather conditions warrant in accordance with regulations as provided in Minnesota State Statutes Chapter 169.87. WHEREAS, weight restrictions are in effect during the spring thaw season. Streets may be posted for weight restrictions any time that road and weather conditions warrant weight limits to protect streets from damage. WHEREAS, impacted streets will be signposted. The city follows MnDOT scheduling from imposing and removing spring road weight limit restrictions Dates are posted at http://dotapp7.dot.state.mn.us/research/seasonal_load_limits/sllindex.asp or by calling (651) 366- 5400 or toll free at 1-800-723-6543. These dates generally fall between March 1st and May 15th dependent on weather conditions. WHEREAS, exceptions to the seasonal load limits in Orono are made for emergency response vehicles, school buses and emergency utility repair vehicles/equipment: WHEREAS, an exemption is provided for refuse collection vehicles to exceed the posted limits, except no refuse collections vehicles shall be operated during restricted times where the gross weight on any single axle exceeds seven (7) tons. WHEREAS, an exemption is allowed for utility companies providing utility service within the City when responding to an emergency. An emergency response shall include power outages, gas leaks, emergency communication, line down or severed, etc. WHEREAS, an exemption to posted weight limits is also allowed for septic tank service companies, well drilling and service companies, and companies delivering fuel for heating purposes. An emergency response is limited to septic or sewer system failures posing an imminent threat to public health and safety, well failure resulting in loss of water supply, or lack of heating fuel. WHEREAS, all persons requesting an exemption to the posted weight limits for response to an emergency situation must notify the Orono Police Department Administrative office. This notification must include a description and location of the emergency, the number and weight of vehicles responding to the emergency, and the route to be used to reach the emergency site. The City reserves the right to request supporting documentation of the nature and location of the emergency. All persons responding to emergency situations shall limit travel on seasonal weight restricted streets to the minimum distance required to reach the site from the closest road that is 47 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7451 Page2 of3 not subject to seasonal weight restrictions. NOW, THEREFORE, BE IT RESOLVED that the Orono City Council limits the following streets to a four (4) ton axle per axle weight limit during the period of spring load restrictions: Arbor Street Baldur Park Road Barrett Avenue Bayview Place Bederwood Drive Birch Lane Blaine Avenue Bohn’s Point Lane Bohn’s Point Road Brackett’s Point Road Briar Street Carman Road Carman Street Caroline Avenue Casco Avenue Casco Circle Casco Point Road Cherry Avenue Cherry Place Chevy Chase Drive Chippewa Lane Concordia Street Corral Road Country Club Road Crestview Avenue Crystal Avenue Crystal Bay Road Crystal Place Cygnet Place Dahl Road Dakota Avenue Dickenson Street Dickenson St. Alleys Dickey Lake Drive Dunwoody Avenue East Long Lake Road Eastlake Street Eileen Street Elm Lane Elm Street Elmwood Avenue Ethel Avenue Fagerness Point Road Fairview Cottage Lane Farview Lane Ferndale Green Ferndale Road West Forest Arms Lane Forest Lake Drive Forest Lake Landing Fox Ridge Road Fox Street Frederick Street Garden Court Glendale Cove Lane Glendale Drive Goldenrod Way Grandview Avenue Hackberry Hill Hanlon Avenue Heritage Drive Heritage Lane High Lane Highwood Lane Highwood Road Hunter Drive Ivy Place Keene Avenue Kelly Avenue Kenwood Way Lafayette Ridge Court Lakeview Avenue Lakeview Terrace Leaf Street Linden Avenue Linden Lane Livingston Avenue Loma Linda Avenue Long Lake Boulevard Lydiard Avenue Lydiard Circle Lyman Avenue Lyric Avenue Maple Lane Maple Place Mapleridge Lane Minnetonka Avenue Minnetonka Highlands Lane Minnie Avenue Myrtlewood Road Navarre Avenue Navarre Lane North Arm Drive North Arm Drive West North Arm Lane Northern Avenue Oak Street Old Beach Road Old Long Lake Road Olive Avenue Orchard Beach Place Orchard Park Road Orono Lane Orono Orchard Road Park Avenue Park Drive Park Lane Partenwood Lane Partenwood Road Pheasant Road Prospect Avenue Railroad Avenue Rest Point Circle Rest Point Lane Rest Point Road Russell Avenue Sandhill Drive Shadywood Cir Shevlin Drive Smith Avenue Spates Avenue Spring Hill Road Spruce Place Spruce Way Starkey Road Stubbs Bay Road Tamarack Drive Togo Road Tonka Avenue Tonkaview Lane Townline Road Turnham Road Vine Place Watertown Road Wear Circle Wear Lane North Webb Street Webber Hills Road West Lafayette Road Westlake Street Wildhurst Trail Willow Drive (South of Hwy 12) Willowbrook Road Windjammer Lane Woodhill Avenue Wood Duck Trail BE IT FURTHER RESOLVED, that the Orono City Council authorizes the following streets 48 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7451 Page3 of3 to remain at a nine (9) ton per axle weight limit year-round: Brown Road North Ferndale Road North Kelley Parkway McCulley Road Old Crystal Bay Road Willow Drive (North of Wayzata Blvd/CSAH 112) Adopted by the City Council of the City of Orono, Minnesota at a regular meeting held on February 12, 2024. ATTEST: _____________________________________________________________________ Christine Lusian, City Clerk Dennis Walsh, Mayor 49 Cook'sBay SpringParkBay Carman'sBay HarrisonBay WestArm MaxwellBay NorthArm ForestLakeJenning'sBay StubbsBay LafayetteBay WayzataBayTanagerLake LakeClassen DickeyLake LongLake LydiardLake MooneyLake CascoPoint CrystalBay BohnsPoint SmithBay LakeMinnetonka BrownsBay BrackettsPoint FrenchMarsh KatrinaLake DutchLake LangdonLake L ongLakeC re ekPainterCreek GVWX15 GVWX15 GVWX112 GVWX84 GVWX135 GVWX101 GVWX15 GVWX110 GVWX146 GVWX125 GVWX5 GVWX151 GVWX19 GVWX6 GVWX44 GVWX19 GVWX83 GVWX101 GVWX90 GVWX6 GVWX51 )*12 )*12 ?@A@7 ST26 ST201 WarnerLnMinnetonkaBlvd Kel l y A v e ThreePoi n tsB l v dTo nkaBayR oadFerndale Road NVineHillRoadHighland AveCounty Road 90Tux e d o B lv d DeephavenAve6th Ave N County Road 19 NSunsetDrHunter DrW i lshire B lvdSta rkeyRoadRutledge Road 22ndAv eNLynwood Blvd Commerce BlvdHighw a y 12 E TonkawoodRoadS h o r e line D r County Road101H ighw oodDrCounty Road 101N A r m D r BrownRoadNShorelineDrHighway 7 19 t h Av e N FerndaleRoadS8th Ave N NS h ore Dr Crosby RoadRiceStE W atertownRoad BartlettBlvdHighland Road3rd Ave N County Road 19Wayzata Bl v d E Old Crystal Bay Road SOld Crystal Bay Road NWillow Dr NCanterburyDr Donald D r Br o cktonLnNBayside Road McGintyRoadWDunkirk Ln NW ay zata Blv d W KelleyPkw y Willow Dr SLakeview Av e County Road 151 Leaf StRanchview Ln NLake Ave Da nie ls St McCulleyRoadCountyRoad110NHighcro ftRoa d SparrowRoadLarchwo o dDr Sadd lewood Dr 12th A ve N Brown Road SLakeStE Isl a n d V i ew DrSunnyfield Road E Pkwy4th Ave N ParkPlTown Line RoadP a in t e r R o a d De v on DrParkAve VicksburgLnNOrchardLn Carson Ro adSteeleStSu ssex R oadPark St E Grand Ave BushawayRoadDartmouth Dr SusanLnDove LnManorR o ad 20th A v e N WoodhillR oad9thAv e N Rid g e v iewDr E Fox StLakeviewPkwy Lowell StOliveLnNOldLongLake Road Day PlLeroy StCounty Road 83Rain bowDrStubbs Bay Road NTherese StSussex DrNorthom e RoadSpringHill RoadWillowViewDr W Branch Road Tem p le DrWLnGameFarmRoadE East woodRoad5thA veN Moline Road TurnhamRoad Gladys L n Wayza t a B l v d W Drake Dr Tamarack DrHoldridge CirW Arm Dr ELong L akeRoadBa ysideLnRegents Wa l k11th Ave N GaleRoadDeborahDr Tr o y L nNFarview Ln C ygnetPlBlair RoadP o loClubRoadTurner Road 1 8 t h A veN Map Document: \\arcserver1\GIS\ORNO\_Basemap\ESRI\Maps\2020\Orono_SpringWeightRestrictions_11x17L.mxd | Date Saved: 1/21/2020 4:34:46 PMSpring Weight RestrictionsOrono, MN March 2020 Legend City Limits Lakes & Ponds 0 3,500FeetSource: Met. Council, City of Orono, Hennepin County, MnDOT !I Spring Weight Restrictions 4 Tons per Axle 9 Tons per Axle This map reflects restrictions for City of Orono public streets. It does not preclude any further restrictions on roadways belonging to the State of Minnesota, Hennepin County, or any other jurisdiction. 50 Item No.: 10 Date: February 12, 2024 Presenter: Adam Edwards Presenter: City Administrator / Engineer Section:Consent Agenda Title: Ground Lease and Sublease Extension with the Orono School District and Orono Base Ball Association 1.Purpose: The purpose of this items is to approve the third addendum to the ground lease and ground sub lease with Orono School District and Orono Baseball Association. 2.Background: In 1994 the city, school district and baseball Association entered into a lease agreement to create the Lee Carlson Ball Fields. Addendum two to the lease extended the term of the lease to March 15th 2024. The Orono School District approached the city and requested consideration of a third addendum to extend the lease to March 15, 2027. The school is currently undertaking a facilities study, which should be complete by the end of this extension, to inform the future of the fields. 3.Cost: There are no cost associated with this addendum. 4.Staff Recommendation: I recommend approval of the addendum. AGENDA ITEM COUNCIL ACTION REQUESTED Move to approve the Third Addendum to Ground Lease and Ground Sublease as shown at Exhibit A. Exhibits A. Addendum 3 to 1994 Lease.pdf B. 1994 Lease with Addendums.pdf 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 Item No.: 11 Date: February 12, 2024 Presenter: DJ Goman Presenter: Public Works Superintendent Section:Consent Agenda Title: Approve Rehabilitation of Lift Station 28 ( 632 Park Lane) 1.Purpose: The purpose of this action item is to gain approval to proceed with lift station rehabilitation and generator replacement project for Lift Station 28. 2.Background: The Sewer Department has developed a maintenance plan for the 46 lift/ grinder stations that are part of the sewer As part of the plan, each station is inspected annually to identify routine maintenance needs. In addition to routine maintenance, the plan also includes the upgrade of two lift stations per year. A lift station upgrade involves replacing discharge piping, pumps, and control panel and all electrical that operates the lift station. The lift stations that are upgraded are selected based on a number of factors: age, maintenance records, issues discovered during the annual inspection and the risks associated with the failure of the lift station. Lift Station 28 (632 Park Lane) was reconstructed in 1996, the lift station surpassed its life expectancy. Maintenance costs are increasing due to its age. 3.Scope: The scope of work includes the installation of a new control panel, two new pumps, discharge piping and all associated electrical. The project also includes the replacement of the natural gas generator for Lift Station 28 4.Cost: We have solicited quotations for Lift Station 28 upgrades, listed The lowest quote from a qualified contractor was $79,980.00 from Quality Flow Systems Inc. and Kodiak Power Solutions $26,900.00. Company Company I Model Cost Quality Flow Systems Inc. new control panel, two new pumps, discharge piping and all electrical work $79,980.00 Quality Flow Iowa Inc. new control panel, two new pumps, discharge piping and all electrical work $82,200.00 Kriha Electric, LLC new control panel, two new pumps, discharge piping and all electrical work $85,200.00 Cummins N Power Generator and related items electrical, and gas piping $30,975.00 Kodiak Power Solutions Generator and related items, electrical, and gas piping $26,900.00 5.Funding: AGENDA ITEM 80 This project will be funded through the Sewer Fund . Fund Cost CIP Estimate Projected: EOY 2024 Fund Balance Sanitary Sewer $106,880 $ 140,000 $671,171 6.Staff Recommendation: I recommend acceptance of the quote provided by Quality Flow, Inc for pump's and controls for $79,980.00. Kodiak Power Solutions for $26,900.00 for the new generator. COUNCIL ACTION REQUESTED Motion to approve the quotes in the amount of $79,980.00 from Quality Flow Systems Inc. of New Prague, Minnesota and Kodiak Power Solutions for $26,900.00. 81 Item No.: 12 Date: February 12, 2024 Presenter: DJ Goman Presenter: Public Works Superintendent Section:Consent Agenda Title: Rehabilitation of Lift Station 5 (351 West Lake Street) 1.Purpose: The purpose of this action item is to gain approval to proceed with Lift Station and Generator Rehabilitation project for 2023. 2.Background: The Sewer Department has developed a maintenance plan for the 46 lift/ grinder stations that are part of the sewer As part of the plan, each station is inspected annually to identify routine maintenance needs. In addition to routine maintenance, the plan also includes the upgrade of two lift stations per year. A lift station upgrade involves replacing discharge piping, pumps, and control panel and all electrical that operates the lift station. The lift stations that are upgraded are selected based on a number of factors: age, maintenance records, issues discovered during the annual inspection and the risks associated with the failure of the lift station. Lift Station 5 (351 West Lake Street) was reconstructed in 1997 The lift station surpassed its life expectancy. Maintenance costs are increasing due to their age. The station has deteriorating concrete that is proposed to be relined. 3.Scope: The project scope of work includes the installation of a new control panel, two new pumps, discharge piping and all electrical. In addition this project will include the rehabilitation of the wet well and manhole 4.Cost: We have solicited quotations for the Lift Station 5 upgrade, listed below. The lowest quote from a qualified contractor was $79,220 from Quality Flow Systems Inc. and 43,436 from Hyperline, Company Company I Model Cost Quality Flow Systems Inc. new control panel, two new pumps, discharge piping and all electrical work $79,220.00 Quality Flow Iowa Inc. new control panel, two new pumps, discharge piping and all electrical work $81,600.00 Kriha Electric, LLC new control panel, two new pumps, discharge piping and all electrical work $84,171.00 Hyperline Spray lining interior of wet well and manhole $43,436.00 Visi Sewer Spray Lining No quote received Hydro Kleen Spray Lining No quote received AGENDA ITEM 82 5.Funding: This project will be funded through the Sewer Fund . Fund Cost CIP Estimate Projected: EOY 2024 Fund Balance Sanitary Sewer $122,656 $ 140,000 $671,171 6.Staff Recommendation: I recommend acceptance of the quote provided by Quality Flow, Inc for pump's and controls for $79,220.00. and Hiperline Lining for $43,436.00 COUNCIL ACTION REQUESTED Motion to approve in the amount of $79220.00 from Quality Flow Systems Inc. and Hiperline Lining for $43,436.00 83 Item No.: 13 Date: February 12, 2024 Presenter: DJ Goman Presenter: Public Works Superintendent Section:Consent Agenda Title: 2024 Sanitary Sewer Televising Inspection 1.Purpose: The purpose of this action item is to gain approval for 2024 sanitary sewer televising 2.Background: As part of the preventative maintenance program, the city cleans and inspects 20% of the sanitary sewer system annually. The cleaning is completed by Public Works Employees. The inspection consists of televising the sewers after they are cleaned. The inspections are used to inform future sewer maintenance The sanitary sewer inspection project will consist of televising approximately 66,000 feet of sanitary sewer pipe. 3.Cost: The city solicited quotes. Listed below. Company Quote Hydro Klean $ 66,572.15 American Environmental $ 50,329.30 Visu-Sewer $ 96,850.00 4.Funding: This purchase/ project will be funded through the Sanitary Sewer Enterprise. The projected end of year balance for this fund is $600,000 5.Staff Recommendation: I recommend approval of the quote from American Environmental for $ 50,329.30 AGENDA ITEM COUNCIL ACTION REQUESTED Motion to accept the 2024 sanitary sewer televising quote from American Environmental for $ 50,329.30 84 Item No.: 14 Date: February 12, 2024 Presenter: DJ Goman Presenter: Public Works Superintendent Section:Consent Agenda Title: Approval to hire a mechanic 1.Purpose: The purpose of this action item is to seek approval to hire a full-time Mechanic in the Public Works Department to fill open position. 2.Background: Brody Pool our existing Mechanic was promoted to Fleet Supervisor at the January 22 Council meeting. This left a vacancy for mechanic in the department. 3.Recruitment: The selection process for the position has been completed. The process involved advertising, reviewing applications. interviews were conducted by Public Works and Police Dept. staff. A background check has been initiated. 4.Recommended Candidate: Eric Boehlke is the recommended candidate for the mechanic position. He has past experience with city government and private dealerships as a mechanic. Eric is excited about the opportunity to work for the Orono Public Works Department. 5.Recommended Compensation: I recommend to hire Eric Boehlke as a full-time public works mechanic with an effective start date of February 26, 2024, upon back ground check results. Salary. Starting rate of $36.27/hour (Grade 8/Sept 5 of the IUOE Local 49 Agreement pay scale). Benefits. As a full-time employee the position is eligible for benefits as outlined in the IOUE Local 49 Agreement and City Personnel Policy. This includes enrollment in the Public Employees Retirement Association (PERA). AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve Eric Boehlke to the position of Mechanic at grade 8 step 5 of the Local 49 pay scale with a start date of February 26th, 2024. 85 Item No.: 15 Date: February 12, 2024 Presenter: DJ Goman Presenter: Public Works Superintendent Section:Consent Agenda Title: Public Works Maintenance Worker Resignation and Hire of a Full Time Public Works Maintenance Worker. 1.Purpose: The purpose of the action item is to gain authorization to accept the resignation of Public Works Maintenance Employee Scott Lorentz and to then fill the opening with the appointment of Trace Crawford as a full time maintenance worker. 2.Background: 1. Scott Lorentz was hired in October 2023. He has submitted a letter of resignation. Scotts last day is February 9th, The Public Works department wishes Scott Lorentz the best of luck in all of his future endeavors and for his service to the Cities of Orono and Spring Park. 2. The Public Works Department currently has 5 full time as maintenance worker positions with one opening. The maintenance worker positions are critical to meet current service needs and are essential to City operations. 3.Recruitment: The selection process for the position involved advertising the position, application screening, interviews by public works supervisor, maintenance worker staff and practical exercise testing. The process also included a background check. 4.Recommended Candidate: Trace Crawford has prior public works experience with Hennepin County. Trace is excited about the opportunity to work for the Orono Public Works Department 5.Recommended Compensation: I recommend the hire of Trace Crawford as a full-time public works maintenance worker with an effective start date of February 26, 2024 Salary. Starting rate of $32.08/hour (Grade 7/Step 3 of the IUOE Local 49 Agreement pay scale). Benefits. As a full-time employee she is eligible for benefits as outlined in the IOUE Local 49 Agreement and personnel handbook. This includes enrollment in the Public Employees Retirement Association (PERA). AGENDA ITEM COUNCIL ACTION REQUESTED Motion to accept the resignation of Scott Lorentz effective February 9, 2024, and to approve the hiring of Trace Crawford as a full-time public works maintenance worker at the rate of $ 32.08 per hour with a start date of February 26, 2023. 86 Item No.: 16 Date: February 12, 2024 Presenter: Josh Lemons Presenter: Parks & Golf Superintendent Section:Consent Agenda Title: Approval of Parks Maintenance Worker Position Description Change 1.Purpose: The purpose of this item is to seek the approval for a parks maintenance worker position description change. 2.Background: The Orono Orchards Golf Course remains a popular destination for many in Orono and surrounding communities. We have seen incredible growth over the last three years and look forward to seeing this growth trend continue. With the additional play that the course has received, it has become apparent that there is a need to have a full-time Golf Course Superintendent on-site. A full-time superintendent would have the ability to manage seasonal staff, address issues immediately, provide chemical inputs when required, and seek ways to improve course conditions. We are fortunate to have Jack Thonvold, a member of the Parks staff that has over 16 years of golf course experience. With Jack in the role of full-time Golf Course Superintendent, I believe that we can capitalize on the success that the golf course has experienced and create a much better product for the future. The proposal to change Jack Thonvold from a full-time Parks Maintenance Worker to a full-time Golf Course Superintendent was brought to the HR Committee for discussion. The HR Committee did not indicate any concerns with the proposed change. 3.Cost: The position change would move the worker from a Grade 7 Step 3 to a Grade 8 Step 3. Staff has budgeted for the increased wage change for 2024. 4.Staff Recommendation: Staff recommends the approval of the position change from parks maintenance worker to Golf Course Superintendent. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve position change for parks maintenance worker to Golf Course Superintendent. Exhibits A. Parks- Golf Course Superintendent.pdf 87 The City of Orono is an Equal Opportunity Employer CITY OF ORONO Position Title: Golf Course Superintendent Document Date: February 7, 2024 Department: Parks and Facilities Accountable to: Parks and Facilities Superintendent FLSA Status: Full-time, Non-exempt Nature of Work This position performs a wide range of tasks to maintain the city-owned golf course. This position will require the use of a variety of equipment and tools. This position will support the Parks and Facilities Department particularly in the golf off-season. This position is under the Parks and Facilities Department and will provide support when required. Supervision Received and Exercised This position is supervised by the Parks and Facilities Superintendent. This position will provide supervision and oversite to crews of seasonal or part-time golf course maintenance workers. Examples of Work Essential functions listed below are intended as illustrations of the various types of work that may be performed. The omission of specific statements of duties does not exclude them if the work is similar, related or a logical assignment to the position. • Performs the daily, periodic, and emergency maintenance and repair activities to maintain the City’s golf course, and public facilities in safe and operational/useable condition. • Inspects, maintains, and or repairs golf course equipment, grounds, and golf course facilities, etc. • Maintains a variety of records relating to inspections and maintenance activity • Communicates with the Parks Superintendent to discuss conditions of facilities, maintenance plans, and scheduled events. • Ensures the proper maintenance of equipment and tools by cleaning and checking equipment and tools after use. • Performs routine maintenance on city parks, trails, plow routes, city grounds, open spaces and facilities and equipment. 88 The City of Orono is an Equal Opportunity Employer • Communicates with the general public in a professional manor and provide excellent customer service. • Maintains a variety of records relating to inspections and maintenance activity. • Drives trucks and operates equipment of various sizes and weights in loading, hauling and unloading various equipment or materials. • Assists with snow plowing during the winter months. • Performs other duties and assumes other responsibilities as assigned. • Provides supervision and oversight of summer and part time seasonal crews for day to day parks maintenance tasks as directed by the Parks Superintendent. Required Knowledge, Skills and Abilities Knowledge: • Mechanical — Knowledge of machines and tools, including their designs, uses, repair, and maintenance. • Public Safety and Security — Knowledge of relevant equipment, policies, procedures, and strategies to promote effective local, state, or national security operations for the protection of people, data, property, and institutions. • English Language — Knowledge of the structure and content of the English language including the meaning and spelling of words, rules of composition, and grammar. Skills: • Active Listening — Give full attention to what other people are saying, taking time to understand the points being made, asking questions as appropriate, and not interrupting at inappropriate times. • Monitoring — Monitor/Assess performance of yourself, other individuals, or organizations to make improvements or take corrective action. • Speaking — Talk to others to convey information effectively. • Coordination — Adjust actions in relation to others' actions. • Time Management — Manage one's own time and the time of others. • Critical Thinking — Use logic and reasoning to identify the strengths and weaknesses of alternative solutions, conclusions or approaches to problems. Abilities: • Oral Comprehension — Able to listen to and understand information and ideas presented through spoken words and sentences. • Oral Expression — Able to communicate information and ideas in speaking so others will understand. • Problem Sensitivity — Able to tell when something is wrong or is likely to go wrong. It does not involve solving the problem, only recognizing there is a problem. • Written Comprehension — Able to read and understand information and ideas presented in writing. • Deductive Reasoning — Able to apply general rules to specific problems to produce answers that make sense. Minimum Requirements 89 The City of Orono is an Equal Opportunity Employer • One (1) year of experience in parks or golf course maintenance. • Valid MN Class “D” Driver’s License • Maintain membership to MGSA or GCSAA. • Current state certification or licensing as a pesticide applicator or ability to obtain within 90 days of employment • No physical limitation required. • Satisfactory results from drug test, physical examination, motor vehicle records check, and criminal background investigation. Desirable Qualifications • Three (3) years of parks or golf course experience. Physical Demands and Working Environment See Physical and Environmental Addendum 90 Item No.: 17 Date: February 12, 2024 Presenter: Melanie Curtis Presenter: Planner Section:Consent Agenda Title: LA23-000068, Murphy & Co. Design o/b/o 3400 Fox Street Trust, 3400 Fox Street, Average Lakeshore Setback Variances - Resolution No. 7449 1.Purpose: The purpose of this application is to review variances for average lakeshore setback in order to redevelop the property. 2.MN§15.99 Application Deadline: This application was received on December 13, 2023 and considered to be complete on December 14, 2023. Due to the lack of a Planning Commission meeting in December, the 60-day application review deadline has been extended an additional 60-days and will expire on April 12, 2024. 3.Background: The applicants are requesting average lakeshore setback variances to redevelop the 7+ acre peninsula property at the westernmost end of the private road portion of Fox Street. Due to the property’s configuration as a peninsula, and the location of the homes on either side (3345 Fox Street on the north, and 3350 Fox Street on the east), the average lakeshore setback line renders the property unbuildable. Please refer to the January 16th Planning Commission staff report for a full background and analysis. 4.Planning Commission Vote and Comment: The Planning Commission reviewed this application at their January 16th meeting and voted 4 to 0 in favor of approval following the staff recommendation. 5.Public Comment: The applicant reached out to the two adjacent neighbors, however no public comments were received on this application. 6.Staff Recommendation: At the time of Planning Commission's review there were areas requiring minor adjustments (i.e. detached garage parking court and retaining wall, and a portion of the proposed lake access stair). The Applicant's revised plans (attached as Exhibits C and D) incorporate the Staff and Planning Commission-recommended changes (removal of the improved lake stair path within the 75-foot setback; and adjustment of the parking area and retaining wall serving the detached garage). Staff recommends approval. AGENDA ITEM COUNCIL ACTION REQUESTED The Council should adopt Resolution No. 7449 approving average lakeshore setback variances. Exhibits Exhibit A - Draft Resol 7449 Exhibit B - Revised Survey 91 Exhibit C - Plans -updated Exhibit D - Hardcover Exhibit E - ALS Aerial Photo Exhibit F - Draft PC Min 92 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7449 1 A RESOLUTION APPROVING VARIANCES FROM MUNICIPAL ZONING CODE SECTION 78-1279 FILE NO. LA23-000068 WHEREAS, on December 13, 2023, on behalf of the property owner “3400 Fox Street Trust”, Murphy & Company Design (hereinafter the “Applicant”), applied for a variance from the City Code for the property addressed 3400 Fox Street and legally described as: Lot 3, Block 1, Fullerton Estate, 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 78-1279 to allow redevelopment of the Property with a new home and new detached garage lakeward of the average lakeshore setback line; and WHEREAS, on January 16, 2024, 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 January 16, 2024, the Planning Commission recommended [approval/denial] of the variance; and WHEREAS, on February 12, 2024, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; 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: A1. 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-1A One Family Lakeshore Residential Zoning District. 93 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7449 2 A3. The peninsula Property contains 7.3 acres in area. A4. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater Quality Overlay District. A5. The location of the adjacent homes results in an average lakeshore setback which eliminates the buildable envelope. A6. The Applicant has applied for an average lakeshore setback variance. A7. 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 requested average lakeshore setback variance is the minimum necessary to develop the Property and will result in no view loss from either neighbor. The request is in harmony with the ordinance. B2. “Variances shall only be permitted . . . when the variances are consistent with the comprehensive plan.” The requested variance does not result in an adverse view impact for either neighbor, therefore it 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 proposed home and detached garage are reasonable as they are smaller in scale and are to be located further from the lake than the existing residence. This criterion is met. b. The plight of the landowner is due to circumstances unique to his property not created by the landowner. The Property is unique having lakeshore on two sides and acts as a corner lot abutting a channel. The property owner has no control over the placement of the homes on the adjacent lakeshore lots although they 94 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7449 3 impact the ALS line. applying the ALS over this parcel eliminates the legal building envelope. The owner did not create the lot and is proposing structures in locations that improve the current condition. This criterion is met; and c. The variance, if granted, will not alter the essential character of the locality.” The proposed scale and location of the home and detached garage are improvements from the existing condition and will not alter the character of the area. This criterion is met. 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 residential buildings are an allowed use in the LR-1A 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 configuration and orientation of the Property are extremely unique. The additional condition of the view easement is also a unique condition of the Property. B9. “The conditions do not apply generally to other land or structures in the district in which the land is located.” This criterion is met. B10. “The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant.” Without the variance, the Property would be unbuildable. The variance is necessary to preserve the primary property right of the owner. 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.” This criterion is met. 95 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7449 4 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 the requested variance is necessary to alleviate a considerable difficulty impacting the Property. 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 78-1279 to allow construction of a new single-family home and detached garage subject to the following conditions: C1. Council approval is based on the entire record and the above Findings. C2. The approved project shall conform to the survey dated 02/02/2024 by Sathre-Bergquist, Inc., 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 which 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 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 (February 12, 2025). 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 12th day of February, 2024. CITY OF ORONO: ________________________________ Dennis Walsh, Mayor ATTEST: _______________________________ Christine Lusian, City Clerk 96 PrivateView Easement Approximate ALS LineREVISED SURVEY97 StairsRec. RoomLowerBed #2LowerCourtyardFlex BedFlexBath26Mech. #2- Conc. - Drop slab 2" @ perim.Golf Simulator LowerBed #1Elevator- 36x48 cabl6Crawl SpaceCrawl Space2828Lower PowderBed #1BathLowerLowwerHallHallLowerEntry26242826Bed #2Bath28 c.o.Mech. #1- Conc.- Drop slab 2" @ perim.CourtyardEntryyBed #2AnteDownw 3 R Elevator equip.Up 19 RUp262650 c.o.36Bed #2ClosetCCCCounter w/ storage below1'-6"6661'-6"'''Tile showerr- see gen.en.plan notesplan noplaTile showerr- see gen.n.seplan notesotan 1'-6"61'-6"'2x6Risers abv.shown dashedSee Foundation Planfor add'l dimensionsSee Foundation Planfor add'l dimensionsSee Foundation Planfor add'l dimensionsSee Foundation Planfor add'l dimensions2x82x82x82x82x82x82x82x62x8282x82x8520132023202220222026201120112024201120212022203220322022203320332034203420322042205320432043204520312041205120552035203120412041203120342044204620312023202Unexcavated2x62x6XXXX2x6Mech. chase in droppedsoffit over cab.Mech. chase in droppedsoffit @ door / opngDrop slab 2"Drop slab2" from typ.lower levelXXXXXXSee Foundation Planfor add'l dimensionsA1BDEC1ABDEC2ih2Downw345 23452x6Golf bagstorageStoragecab.LowerrLaundrydSinkWDXXWardrobe cab..abdrobe cWaW24Tub /shower2x633002x62828LowerEntry Closet2x62x636320532054205620552052a2052a20526FlexClosettKingKingKing2x6222x2xx6662x622x2xx6x6662x66x6x62x2x22x62x62x6SHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.3400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A103Lower Level PlanDecember 7, 2023 [In-progress]December 13, 2023 [Variance]January 16, 2024 [In-progress]February 7, 2024 [City Review]N- Provide 4" Ø draintile - sleeve through footings w/ pvc as req'd- All door openings & cased openings to be set a min. of 6" clear from gyp. board to edge of door oropening unless noted otherwise- Interior doors & cased openings to be 8'-0" high at main level and 7'-0" at upper level (head casing isintended to align w/ head casing @ exterior doors & windows) unless noted otherwise.- See sheet AXXX for window/door schedule & notes- Verify option of swinging screen doors vs "Phantom Screens" retractable screens (mounted in jamb) w/owner at all exterior door locations- Interior doors to be supplied by "Craftsmen in Wood" - see interior elevations for design- "Thin frame" as noted on plans - to be a flat framed wall using timberstrand lsl studs- All walls that contain pocket doors to have increase framing depth as noted on plans- Floor finishes are intended to flush out (see X/A3XX)- Provide plywood or rigid insulation filler (over subfloor) as req'd @ dropped trusses where finish floorabove is material other than tile or stone- Prepare slab as req'd to align finished floor materials- Provide moisture protection system below washers (floor drain, pan, etc.) & verify dryer venting optionsw/ HVAC subcontractor and general contractor- Provide in-floor heat tubes at lower level slabs (exclude mech. rooms, sport courts and exercise rooms)verify exact location w/ owner and mech. contractor.- Dimensions:- Exterior wall dimensions to outside face of sheathing or conc. walls (unless noted otherwise)- Column/beam dimensions to outside face of finished column/beam (unless noted otherwise)- Stair dimensions to finished risers locations- Verify exterior faucet locations w/ owner- Soundwall construction: 2x studs 16" o.c. w/ batt insul. 58" sound board (on symbol side of wall) Gyp. bd each side - unless noted otherwise No through-wall penetrations in sound walls- Wall & Soffit Legend: Indicates dropped soffit areas - see plans, details, or interior elevations for heights (verify heights not indicated w/ Murphy & Co.) Indicates wood frame wall (or steel framing as req'd for combustible offsets) Indicates stone or brick veneer Indicates new concrete block wall - see drawings for notes Indicates new poured concrete wall - see drawings for notes- Quote alternate price for "Reggio Registers" (1-800-880-3090, www.reggioregister.com) @ all wall &floor vent locations - verify color w/ Murphy & Co. or interior designer prior to ordering- Tile shower areas: - 4" high tile curb - Floor drain as shown - Glass shower door (approx. size as noted - verify actual size) - Head @ ± 7'-0" (verify w/ head selection & owner's body height) - Soap recess @ ± 48" a.f.f. (verify w/ owner) - Ledge @ ± 56" a.f.f. (verify w/ owner) - Tile bench @ ± 18" a.f.f. (verify w/ owner) w/ pitched top- Steam shower: -Provide insul. & (2) layers 6 mil poly v.b. @ all walls & clg. -See plan for steam generator location (verify w/ contractor) -Pitched ceiling (see plan) - pitch58" per foot -Full hgt. glass shower door (no spaces between door & opng.) -Soap recess @ ± 48" a.f.f. (verify w/ owner) -Tile bench @ ± 18" a.f.f. (verify w/ owner) w/ pitched topGeneral Plan Notes: REVISE = 6,022 sq. ft = 1,260 sq. ft = 7,282 sq. ft= 3,218 sq. ft = 191 sq. ft= 867 sq. ft= 1,731 sq. ft= 6,007 sq. ft= 9,240 sq. ft= 4,049 sq. ft= 13,289 sq. ftMain level finished area (including Stairs, excluding Pergola)GarageTotal areaLower Level finished area (including stairs)Mech. #1,Mech. #2,Crawl SpaceTotal areaTotal finished area (including stairs)Total unfinished area (Garage, Mech. #1, Mech. #2, & Crawl Space)Total (both levels finished or unfinished)Square Footage Calculations:98 Garage-Conc. slab w/ epoxy finish- In-floor heatPrimary Closet- WoodPrimary Bath- TilePrimary Bedroom- Wood- VaultedPrimaryLaundry- TileRob'sOffice- WoodEntry- StoneElevator- 36x48 cabPowder- Tile- 9'-0" clg hgtLiving- Wood- VaultedStairsDining- Wood- Raised clgTub28 pocketdoorWine36" ref.36" frzr30"ovensKitchen- Wood- VaultedDen- WoodCourtney'sOffice- WoodGreenhouse- StoneMud Room- TilePantry- WoodD.w.Trash30" ref.Gym- Rubber- VaultedGymBathSteamshowerDown 19 RHot tub (8'-0" x 14'-0")GarageEntry HallSinkTrashD.w.48"cooktopDown2 RFrontStoop- Mudset stoneBenchw/hooksabv.TableWoodstorageCurblessshowerPrim.Hall- Wood- 10' clgPrimaryAnte- WoodPrimary W.C.- TileskylightskylightskylightGymAnteskylightSinkCoatsIsokern +84magnumWoodstorage3030 pocketdoor30 pocketdoorPair 30pocketdoors30 pocketdoorIslandSinkBenchDesk(7'-0" x3'-0")Bench24" d.linen30 pocketdoor30 pocketdoor18" d. buffet3'-8" x12'-3"table220132033203220322033201120112032202120312032204220422032204320432044204420422052206320532053205Masonlite 63RearLaundry- Tile52041205120612065204520412051205Sink30 opng30 opngdropped clg@ shower2626Tv30 opngCab.28GymEntryBenchGymShower2430 opngSaunaPelotonTvTreadmillRowerLGStudioStylerOperating wndws,motorized shade,no draperyOperating wndw,motorized shade,draperyOperating wndws,motorized shade,draperyMed. cab.Med. cab.Operating wndws,motorized shade,no draperyLinenOperating wndw,motorized shade,no draperyFixed wndws, motorizedshade, draperyFixed wndw,motorized shade,no draperyFixed wndw,motorized shade,no drapery18" d. counterOperating wndws,shades in jamb26BridgeTv abv. f.p.Yoga areaBroomClosetKitchenEntry30 opng30 pocketdoor36 w.customwooddoorDown9'-0" soffit hgt9'-0" soffit hgt60 sliding doorConcealeddoorSecret Room1204120450 c.o.50 c.o.50 c.o.Storage cab.26Sink26Down30 pocketdoorDown2 RDown2 RDown2 R2424Down2 RWood ledge42054205WDPrinter29" tall x 31"deep x 80"long tableWoodstorageWaterfillerMirrorMirror / barre40" ØminitrampTowelsFree weightsPowerPlateMasonlite 39verify fp modelDog door50 c.o.JeepCherokee(183" x 75")BMW X5(194" x 79")Suburban(226" x 81")Books40opng30" ref.30" frzrTrash / recyclingreceptacles6204120142064206620682067206320322012'-11" w. x8'-1 12" h. door2'-11" w. x8'-1 12" h. door2'-11" w. x8'-1 12" h. doorGreenhouse wndws/ door by others10'-0" w. x 8'-0" h. o.h. doorw/ perimeter weatherstripping10'-0" w. x 8'-0" h. o.h. doorw/ perimeter weatherstripping10'-0" w. x 8'-0" h. o.h. doorw/ perimeter weatherstripping2x82x82x62x82x82x82x8 2x82x82x82x82x82x82x82x82x82x82x82x82x82x82x82x82x82x8Dip controljoint 1" @ centerDip controljoint 1" @ centerXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX2x62x62x62x62x6Tile shower- see gen.plan notesX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXA1BDEC1ABDEC234523451201± 8'-5"wall hgt± 8'-5 78"wall hgt10'-3 34" clg hgtshown dashed10'-3 34"clg hgtshowndashed2x62x62x62x62x62x62x62x62x62x830 pocketdoorWDStorage cab.Dog bedsDogRoomRearPowder- Tile30 pocketdoorDog foodstorage262x826303030320632062x8XWoodstorage320232025202520252065204verify equipment layoutshower nicheapronSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.3400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A106Main Level PlanDecember 5, 2023 [In-progress]December 7, 2023 [In-progress]December 13, 2023 [Variance]January 16, 2024 [In-progress]February 2, 2024 [City Review]NPlan break - seeA108 for Pergolacontinuation- Provide 4" Ø draintile - sleeve through footings w/ pvc as req'd- All door openings & cased openings to be set a min. of 6" clear from gyp. board to edge of door oropening unless noted otherwise- Interior doors & cased openings to be 8'-0" high at main level and 7'-0" at upper level (head casing isintended to align w/ head casing @ exterior doors & windows) unless noted otherwise.- See sheet AXXX for window/door schedule & notes- Verify option of swinging screen doors vs "Phantom Screens" retractable screens (mounted in jamb) w/owner at all exterior door locations- Interior doors to be supplied by "Craftsmen in Wood" - see interior elevations for design- "Thin frame" as noted on plans - to be a flat framed wall using timberstrand lsl studs- All walls that contain pocket doors to have increase framing depth as noted on plans- Floor finishes are intended to flush out (see X/A3XX)- Provide plywood or rigid insulation filler (over subfloor) as req'd @ dropped trusses where finish floorabove is material other than tile or stone- Prepare slab as req'd to align finished floor materials- Provide moisture protection system below washers (floor drain, pan, etc.) & verify dryer venting optionsw/ HVAC subcontractor and general contractor- Provide in-floor heat tubes at lower level slabs (exclude mech. rooms, sport courts and exercise rooms)verify exact location w/ owner and mech. contractor.- Dimensions:- Exterior wall dimensions to outside face of sheathing or conc. walls (unless noted otherwise)- Column/beam dimensions to outside face of finished column/beam (unless noted otherwise)- Stair dimensions to finished risers locations- Verify exterior faucet locations w/ owner- Soundwall construction: 2x studs 16" o.c. w/ batt insul. 58" sound board (on symbol side of wall) Gyp. bd each side - unless noted otherwise No through-wall penetrations in sound walls- Wall & Soffit Legend: Indicates dropped soffit areas - see plans, details, or interior elevations for heights (verify heights not indicated w/ Murphy & Co.) Indicates wood frame wall (or steel framing as req'd for combustible offsets) Indicates stone or brick veneer Indicates new concrete block wall - see drawings for notes Indicates new poured concrete wall - see drawings for notes- Quote alternate price for "Reggio Registers" (1-800-880-3090, www.reggioregister.com) @ all wall &floor vent locations - verify color w/ Murphy & Co. or interior designer prior to ordering- Tile shower areas: - 4" high tile curb - Floor drain as shown - Glass shower door (approx. size as noted - verify actual size) - Head @ ± 7'-0" (verify w/ head selection & owner's body height) - Soap recess @ ± 48" a.f.f. (verify w/ owner) - Ledge @ ± 56" a.f.f. (verify w/ owner) - Tile bench @ ± 18" a.f.f. (verify w/ owner) w/ pitched top- Steam shower: -Provide insul. & (2) layers 6 mil poly v.b. @ all walls & clg. -See plan for steam generator location (verify w/ contractor) -Pitched ceiling (see plan) - pitch 58" per foot -Full hgt. glass shower door (no spaces between door & opng.) -Soap recess @ ± 48" a.f.f. (verify w/ owner) -Tile bench @ ± 18" a.f.f. (verify w/ owner) w/ pitched topGeneral Plan Notes:REVISE= 6,022 sq. ft = 1,260 sq. ft = 7,282 sq. ft= 3,218 sq. ft = 191 sq. ft= 867 sq. ft= 1,731 sq. ft= 6,007 sq. ft= 9,240 sq. ft= 4,049 sq. ft= 13,289 sq. ftMain level finished area (including Stairs, excluding Pergola)GarageTotal areaLower Level finished area (including stairs)Mech. #1,Mech. #2,Crawl SpaceTotal areaTotal finished area (including stairs)Total unfinished area (Garage, Mech. #1, Mech. #2, & Crawl Space)Total (both levels finished or unfinished)Square Footage Calculations:99 30" ref.Gym- Rubber- VaultedGymBathSteamshowerHot tub (8'-0" x 14'-0")Down2 R5'-0"17'-612"3'-0"11'-0"GymAnte7'-514"10'-6"2202520430 opng30 opngCab.289'-0"GymEntryBenchGymShower8'-434"5'-2"4'-0"2430 opngSaunaPelotonTreadmillRower4'-2"Tv abv. f.p.Yoga area30 pocketdoor4'-6"2424Waterfiller3'-212"MirrorMirror / barre40" ØminitrampTowelsFree weightsPowerPlate2Masonlite 39verify fp model4'-0" x10'-0" tableWorkisland48" grillw/ hoodabv.sink ?PizzaovenStoragecab.outdoorshowerlocation ?drop-down tv15'-0" (typ.)8'-0"9'-834"15'-0" (typ.)15'-0" (typ.)4'-6"17'-0"Books620412012202320212022'-11" w. x8'-1 12" h. door2x82x82x82x8XXXXXXTile shower- see gen.plan notes5XXX5XX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXDE4512012x62x6Storagecab.Storagecab.2x8XPergola32024202420252025204verify equipment layoutapronSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.3400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A108Main Level Plan (Pergola) /Main Level Dimension Plan (Pergola)December 13, 2023 [Variance]January 16, 2024 [In-progress]February 2, 2024 [City Review]NScale:14" = 1'-0"Main Level Plan (Pergola) Scale:14" = 1'-0"Main Level Dimension Plan (Pergola) 100 Top of typ.Main level subfloor Main level clg10'-1 1/8"Top of typ.Lower level slab Lower level clg9'-0"1248'-312"12612'-0"12812622'-738"(Height above proposed grade)Top of typ.Main level subfloor Main level clg10'-1 1/8"Open to PergolaOpen to PergolaOpen to PergolaTop of typ.Main level subfloor Main level clg10'-1 1/8"Top of typ.Lower level slab Lower level clg9'-0"8'-5"12830'-1178"(Height above proposed grade)Saddle - seeRoof Plan128Top of typ.Main level subfloor Main level clg10'-1 1/8"Stone wndwlintel & sillflashing mat'l /color tbd128Top of typ.Lower level slab Lower level clg9'-0"8'-2"124128Open to PergolaOpen to PergolaSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.3400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A201Exterior ElevationsDecember 7, 2023 [In-progress]December 13, 2023 [Variance]Scale:14" = 1'-0"South Elevation Scale:14" = 1'-0"South Elevation (Pergola)Scale:14" = 1'-0"West Elevation (Pergola)Scale:14" = 1'-0"East Elevation (Pergola)Scale:14" = 1'-0"West Elevation Scale:14" = 1'-0"North Elevation (Primary Closet)101 Primary Bedroom8'-818"Rough frmg hgt2'-0"FrmgPrimary HallPrimary Laundry12410'-118"Rough clg hgt128Top of typ.Main level subfloor Main level clg10'-1 1/8"Top of typ.Lower level slab Lower level clg9'-0"128Mech. #13'-0"1'-1114"9'-334"Rough clg hgt4'-0"Pouredwall hgtLowerHallLowerBed #1Bed #1Closet9'-4"Rough frmg hgt10'-4"1'-4"Frmg2'-034"3'-6"2'-3"23'-838"(Height above proposed grade)Entry10'-338"Rough frmg hgt2'-0"FrmgFrontStoop12'-0" total rise(19 R @ ± 7 916" ea.)4'-0"10'-338"Rough frmg hgt128128128Mech. #1CourtyardEntry3'-10"12413'-112"Poured wall hgt11'-4"Poured wall hgt2'-3"4'-0"Pouredwall hgt9'-4"Rough frmg hgt2'-034"10'-118"Rough clg hgt634"3'-6"9'-334"Rough clg hgt9'-4"Rough clg hgtTop of typ.Main level subfloor Main level clg10'-1 1/8"Top of typ.Lower level slab Lower level clg9'-0"Main level clg10'-1 1/8"Entry10'-338"Rough frmg hgt9'-4"Rough frmg hgt2'-034"Top of typ.Lower level slab Lower level clg9'-0"128Wood storageTop of typ.Main level subfloor Mech. #11282'-0"FrmgCourtyardEntry1244'-0"Pouredwall hgt10'-118"Rough clg hgt9'-1114"Fin. clg hgtSaddle - seeRoof Plan2'-3"13'-112"Poured wall hgt11'-4"Poured wall hgt9'-334"Rough clg hgtSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.3400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A202Exterior ElevationsDecember 7, 2023 [In-progress]December 13, 2023 [Variance]Scale:14" = 1'-0"North Elevation Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section 102 Living11'-6"Rough frmg hgt14'-6"Rough vault hgt12883" tv124Rec. Room11'-4"Poured wall hgt1012"Heel hgt1'-4" Frmg 9'-4"Rough clg hgt2'-0"Frmg12811'-534"Rough wall hgt2'-3"Dining11'-6"Rough clg hgt128Golf SimulatorTop of typ. lowerlevel slab12811'-10"Poured wall hgt12'-10"Poured wall hgt10'-10"Rough clg hgt2'-3"2'-0"Frmg1'-6"634"11'-814"Rough frmg hgtDining128123Den clg11'-0"Top of droppedDen subfloor 3'-234"Plaster11'-6"Rough clg hgt1'-0"Golf SimulatorTop of typ. lowerlevel slab12811'-10"Poured wall hgt12'-10"Poured wall hgtGrade beyondshown dashed10'-10"Rough clg hgt11'-814"Rough frmg hgt2'-3"1'-6"2'-0"FrmgGymEntryGymBathCrawl Space1282'-0"Frmg4'-0"Rough clg hgt10'-338"Rough frmg hgt3'-10"1'-6"Frmg10'-118"Rough clg hgt1236'-0"Poured wall hgt634"10'-338"Rough frmg hgt2'-3"1'-634"3'-10"2'-3"4'-0"Rough clg hgtGymCrawl Space12'-6"Rough clg hgtKitchenGymEntryGymAnte10'-118"Rough clg hgt1266'-0"Poured wall hgt6'-10"7'-4"Mech. #2126634"8'-612"Rough frmg hgt1'-2"frmg2'-0"Frmg1'-6"Frmg8'-414"Rough wall hgtDenKitchen1281'-6"Frmg3'-6"Roughclg hgt123Mech. #2Crawl Space1281'-0" total rise(2" R @ 6" ea.)Top of typ. lowerlevel slab5'-0"Poured wall hgt5'-10"Poured wall hgt11'-4"Poured wall hgt2'-0"Frmg9'-6"Rough clg hgt2'-3"1'-9"11'-338"Rough frmg hgt10'-338"Rough frmg hgt11'-118"Rough clg hgt10'-118"Rough clg hgt5'-4"SHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.3400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A203Exterior ElevationsDecember 7, 2023 [In-progress]December 13, 2023 [Variance]Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section 103 Top of typ.Main level subfloor Main level clg10'-1 1/8"KitchenPrimary AnteGolf SimulatorMech. #2126Rec. RoomCourtyard EntryLower Hall1'-6"1264'-0"Poured wall hgt9'-4"Rough frmg hgt2'-034"10'-338"Rough frmg hgtBed #2ClosetBed #2AnteDiningLivingEntry10'-118"Drop slab 2"@ perim.11'-4"Poured wall hgt12'-10"Poured wall hgt11'-6"Rough clg hgt2'-0"Frmg2'-0"Frmg2'-3"2'-0"Frmg10'-10"Rough clg hgt10'-118"Rough clg hgt2'-3"11'-0"Rough clg hgt2'-0"Courtney'sOfficeKitchenEntryWoodstorage± 8.6112Main level clg10'-1 1/8"Top of typ.Main level subfloor 123128Crawl Space4'-0"Rough clg hgt6'-0"Poured wall hgt2'-3"2'-0"Frmg10'-118"Rough clg hgt6'-0"Poured wall hgt10'-1018"128RearLaundryGarageEntry8'-2"Rough wall hgt± 8.6112Crawl SpaceOutside face ofwall in foregroundshown dashed6'-3"Rough wall hgt4'-0"Rough clg hgt7'-1134"Rough frmg hgt634"6'-0"Poured wall hgt1'-4"Frmg 2'-0"FrmgTop of typ.Main level subfloor Main level clg10'-1 1/8"Lower level clg9'-0"SHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.3400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A204Exterior ElevationsDecember 7, 2023 [In-progress]December 13, 2023 [Variance]Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Southeast Elevation Scale:14" = 1'-0"Building Section 104 1'-6"128Garage clgGarage clg128128128Garage6'-1118"5'-0"Poured wall hgt9'-118"Rough frmg hgt9'-718"Rough clg hgt9'-5"Poured wall hgt1'-4" Frmg SHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.3400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A205Exterior ElevationsDecember 7, 2023 [In-progress]December 13, 2023 [Variance]Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Northwest Elevation Scale:14" = 1'-0"Northwest Elevation Scale:14" = 1'-0"Northeast Elevation Scale:14" = 1'-0"Southeast Elevation 105 Garage clgTop ofGarage slabTop ofLower Garage slab18'-312"Verify final grade127127Garage clgTop ofGarage slabTop ofLower Garage slabGarage clgTop ofGarage slabTop ofLower Garage slab28'-1078"127127Garage clgTop ofGarage slabTop ofLower Garage slabVerify final gradeSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.3400 Fox StreetDetached Garage3400 Fox StreetOrono MN 5535623-140GDecember 13, 2023 [Variance]Exterior ElevationsA201Scale:14" = 1'-0"1A201North Elevation Scale:14" = 1'-0"2A201West Elevation Scale:14" = 1'-0"3A201South Elevation Scale:14" = 1'-0"4A201East Elevation 106 24'-812"29'-212"LowerDetached Garage-Conc. slab w/ epoxy finish- In-floor heatSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.3400 Fox StreetDetached Garage3400 Fox StreetOrono MN 5535623-140GDecember 13, 2023 [Variance]Foundation Plan, Lower Level Plan,& Lower Level Dimension PlanA101NGraphic Scale{Scale in Feet}03148122Scale:14" = 1'-0"Lower Level Plan 107 JeepCherokee(183" x 75")BMW X5(194" x 79")28'-0"32'-6"8'-0"5'-7"4'-4"2'-6"5'-5"26'-3"30'-9"Detached Garage-Conc. slab w/ epoxy finish- In-floor heatSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.3400 Fox StreetDetached Garage3400 Fox StreetOrono MN 5535623-140GDecember 13, 2023 [Variance]Main Level Plan &Main Level Dimension PlanA102NGraphic Scale{Scale in Feet}03148122Scale:14" = 1'-0"Main Level Plan 108 109 StairsRec. RoomLowerBed #2LowerCourtyardFlex BedFlexBath26Mech. #2- Conc. - Drop slab 2" @ perim.Golf Simulator LowerBed #1Elevator- 36x48 cabCrawl SpaceCrawl Space2828Lower PowderBed #1BathLowerHallLowerEntry26242826Bed #2Bath28 c.o.Mech. #1- Conc. - Drop slab 2" @ perim.CourtyardEntryBed #2AnteDown3 RElevator equip.Up 19 RUp262650 c.o.36Bed #2ClosetCounter w/ storage below1'-6"1'-6"Tile shower- see gen.plan notesTile shower- see gen.plan notes1'-6"1'-6"2x6Risers abv.shown dashedSee Foundation Planfor add'l dimensionsSee Foundation Planfor add'l dimensionsSee Foundation Planfor add'l dimensionsSee Foundation Planfor add'l dimensions2x82x8 2x82x8 2x82x8 2x82x62x852013202320222022202 6201120112024201120212022203220322022203320332034203420322042205320432043204520312041205120552035203120412041203120342044204620312023202Unexcavated2x62x6XXX 2x6Mech. chase in droppedsoffit over cab.Mech. chase in droppedsoffit @ door / opngDrop slab 2"Drop slab2" from typ.lower levelXXXXXXSee Foundation Planfor add'l dimensionsA1BDEC1ABDEC234523452x6 Golf bagstorageStoragecab.LowerLaundrySinkWDXXWardrobe cab.24Tub /shower2x6 302x6 2828LowerEntry Closet2x6 2x6 36320532054205620552052a2052a20526FlexClosetKingKingKing2x62x62x6 2x6 SHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-55113400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A103Lower Level PlanDecember 7, 2023 [In-progress]December 13, 2023 [Variance]January 16, 2024 [In-progress]February 7, 2024 [City Review]N- Provide 4" Ø draintile - sleeve through footings w/ pvc as req'd- All door openings & cased openings to be set a min. of 6" clear from gyp. board to edge of door oropening unless noted otherwise- Interior doors & cased openings to be 8'-0" high at main level and 7'-0" at upper level (head casing isintended to align w/ head casing @ exterior doors & windows) unless noted otherwise.- See sheet AXXX for window/door schedule & notes- Verify option of swinging screen doors vs "Phantom Screens" retractable screens (mounted in jamb) w/owner at all exterior door locations- Interior doors to be supplied by "Craftsmen in Wood" - see interior elevations for design- "Thin frame" as noted on plans - to be a flat framed wall using timberstrand lsl studs- All walls that contain pocket doors to have increase framing depth as noted on plans- Floor finishes are intended to flush out (see X/A3XX)- Provide plywood or rigid insulation filler (over subfloor) as req'd @ dropped trusses where finish floorabove is material other than tile or stone- Prepare slab as req'd to align finished floor materials- Provide moisture protection system below washers (floor drain, pan, etc.) & verify dryer venting optionsw/ HVAC subcontractor and general contractor- Provide in-floor heat tubes at lower level slabs (exclude mech. rooms, sport courts and exercise rooms)verify exact location w/ owner and mech. contractor.- Dimensions:- Exterior wall dimensions to outside face of sheathing or conc. walls (unless noted otherwise)- Column/beam dimensions to outside face of finished column/beam (unless noted otherwise)- Stair dimensions to finished risers locations- Verify exterior faucet locations w/ owner- Soundwall construction: 2x studs 16" o.c. w/ batt insul. 58" sound board (on symbol side of wall) Gyp. bd each side - unless noted otherwise No through-wall penetrations in sound walls- Wall & Soffit Legend: Indicates dropped soffit areas - see plans, details, or interior elevations for heights (verify heights not indicated w/ Murphy & Co.) Indicates wood frame wall (or steel framing as req'd for combustible offsets) Indicates stone or brick veneer Indicates new concrete block wall - see drawings for notes Indicates new poured concrete wall - see drawings for notes- Quote alternate price for "Reggio Registers" (1-800-880-3090, www.reggioregister.com) @ all wall &floor vent locations - verify color w/ Murphy & Co. or interior designer prior to ordering- Tile shower areas: - 4" high tile curb - Floor drain as shown - Glass shower door (approx. size as noted - verify actual size) - Head @ ± 7'-0" (verify w/ head selection & owner's body height) - Soap recess @ ± 48" a.f.f. (verify w/ owner) - Ledge @ ± 56" a.f.f. (verify w/ owner) - Tile bench @ ± 18" a.f.f. (verify w/ owner) w/ pitched top- Steam shower: -Provide insul. & (2) layers 6 mil poly v.b. @ all walls & clg. -See plan for steam generator location (verify w/ contractor) -Pitched ceiling (see plan) - pitch 58" per foot -Full hgt. glass shower door (no spaces between door & opng.) -Soap recess @ ± 48" a.f.f. (verify w/ owner) -Tile bench @ ± 18" a.f.f. (verify w/ owner) w/ pitched topGeneral Plan Notes:REVISE = 6,022 sq. ft = 1,260 sq. ft = 7,282 sq. ft= 3,218 sq. ft = 191 sq. ft= 867 sq. ft= 1,731 sq. ft= 6,007 sq. ft= 9,240 sq. ft= 4,049 sq. ft= 13,289 sq. ftMain level finished area (including Stairs, excluding Pergola)GarageTotal areaLower Level finished area (including stairs)Mech. #1,Mech. #2,Crawl SpaceTotal areaTotal finished area (including stairs)Total unfinished area (Garage, Mech. #1, Mech. #2, & Crawl Space)Total (both levels finished or unfinished)Square Footage Calculations:110 Garage-Conc. slab w/ epoxy finish- In-floor heatPrimary Closet- WoodPrimary Bath- TilePrimary Bedroom- Wood- VaultedPrimaryLaundry- TileRob'sOffice- WoodEntry- StoneElevator- 36x48 cabPowder- Tile- 9'-0" clg hgtLiving- Wood- VaultedStairsDining- Wood- Raised clgTub28 pocketdoorWine36" ref.36" frzr30"ovensKitchen- Wood- VaultedDen- WoodCourtney'sOffice- WoodGreenhouse- StoneMud Room- TilePantry- WoodD.w.Trash30" ref.Gym- Rubber- VaultedGymBathSteamshowerDown 19 R Hot tub (8'-0" x 14'-0")GarageEntry HallSinkTrashD.w.48"cooktopDown2 RFrontStoop- Mudset stoneBenchw/hooksabv.TableWoodstorageCurblessshowerPrim.Hall- Wood- 10' clgPrimaryAnte- WoodPrimary W.C.- TileskylightskylightskylightGymAnteskylightSinkCoatsIsokern +84magnumWoodstorage3030 pocketdoor30 pocketdoorPair 30pocketdoors30 pocketdoorIslandSinkBenchDesk(7'-0" x3'-0")Bench24" d.linen30 pocketdoor30 pocketdoor18" d. buffet 3'-8" x12'-3"table220132033203220322033201120112032202120312032204220422032204320432044204420422052206320532053205Masonlite 63RearLaundry- Tile52041205120612065204520412051205Sink30 opng30 opngdropped clg@ shower2626Tv30 opngCab.28GymEntryBenchGymShower2430 opng SaunaPeloton TvTreadmill Rower LGStudioStylerOperating wndws,motorized shade,no draperyOperating wndw,motorized shade,draperyOperating wndws,motorized shade,draperyMed. cab.Med. cab.Operating wndws,motorized shade,no draperyLinenOperating wndw,motorized shade,no draperyFixed wndws, motorizedshade, draperyFixed wndw,motorized shade,no draperyFixed wndw,motorized shade,no drapery18" d. counterOperating wndws,shades in jamb26BridgeTv abv. f.p.Yoga areaBroomClosetKitchenEntry30 opng30 pocketdoor36 w.customwooddoorDown9'-0" soffit hgt9'-0" soffit hgt60 sliding doorConcealeddoorSecret Room1204120450 c.o.50 c.o.50 c.o.Storage cab.26Sink26Down30 pocketdoorDown2 RDown2 RDown 2 R 2424Down 2 RWood ledge42054205WDPrinter29" tall x 31"deep x 80"long tableWoodstorageWaterfillerMirror Mirror / barre 40" ØminitrampTowels Free weightsPowerPlateMasonlite 39verify fp modelDog door50 c.o.JeepCherokee(183" x 75")BMW X5(194" x 79")Suburban(226" x 81")Books 40opng30" ref.30" frzrTrash / recyclingreceptacles6204120142064206620682067206320322012'-11" w. x8'-1 12" h. door2'-11" w. x8'-1 12" h. door2'-11" w. x8'-1 12" h. doorGreenhouse wndws/ door by others10'-0" w . x 8'-0" h. o .h . doorw/ per ime ter weathers tr ipp ing 10'-0" w . x 8'-0" h. o .h . doorw/ per ime ter weathers tr ipp ing 10'-0" w . x 8 '-0" h . o .h. doorw/ per ime ter wea thers tripping2x82x82x62x82x82x82x82x82x82x82x82x82x82x82x82x82x82x82x82x82x8 2x8 2x82x82x8 Dip controljoint 1" @ centerDip controljoint 1" @ centerXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX2x62x6 2x6 2x6 2x6 Tile shower- see gen.plan notesX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXA1BDEC1ABDEC234523451201± 8'-5"wall hgt± 8'-5 78"wall hgt10'-3 34" clg hgtshown dashed10'-3 34"clg hgtshowndashed2x62x62x62x62x6 2x62x62x62x62x830 pocketdoorWDStorage cab.Dog bedsDogRoomRearPowder- Tile30 pocketdoorDog foodstorage262x826303030320632062x8X Woodstorage320232025202520252065204verify equipment layoutshower nicheapronSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-55113400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A106Main Level PlanDecember 5, 2023 [In-progress]December 7, 2023 [In-progress]December 13, 2023 [Variance]January 16, 2024 [In-progress]February 2, 2024 [City Review]NPlan break - seeA108 for Pergolacontinuation- Provide 4" Ø draintile - sleeve through footings w/ pvc as req'd- All door openings & cased openings to be set a min. of 6" clear from gyp. board to edge of door oropening unless noted otherwise- Interior doors & cased openings to be 8'-0" high at main level and 7'-0" at upper level (head casing isintended to align w/ head casing @ exterior doors & windows) unless noted otherwise.- See sheet AXXX for window/door schedule & notes- Verify option of swinging screen doors vs "Phantom Screens" retractable screens (mounted in jamb) w/owner at all exterior door locations- Interior doors to be supplied by "Craftsmen in Wood" - see interior elevations for design- "Thin frame" as noted on plans - to be a flat framed wall using timberstrand lsl studs- All walls that contain pocket doors to have increase framing depth as noted on plans- Floor finishes are intended to flush out (see X/A3XX)- Provide plywood or rigid insulation filler (over subfloor) as req'd @ dropped trusses where finish floorabove is material other than tile or stone- Prepare slab as req'd to align finished floor materials- Provide moisture protection system below washers (floor drain, pan, etc.) & verify dryer venting optionsw/ HVAC subcontractor and general contractor- Provide in-floor heat tubes at lower level slabs (exclude mech. rooms, sport courts and exercise rooms)verify exact location w/ owner and mech. contractor.- Dimensions:- Exterior wall dimensions to outside face of sheathing or conc. walls (unless noted otherwise)- Column/beam dimensions to outside face of finished column/beam (unless noted otherwise)- Stair dimensions to finished risers locations- Verify exterior faucet locations w/ owner- Soundwall construction: 2x studs 16" o.c. w/ batt insul. 58" sound board (on symbol side of wall) Gyp. bd each side - unless noted otherwise No through-wall penetrations in sound walls- Wall & Soffit Legend: Indicates dropped soffit areas - see plans, details, or interior elevations for heights (verify heights not indicated w/ Murphy & Co.) Indicates wood frame wall (or steel framing as req'd for combustible offsets) Indicates stone or brick veneer Indicates new concrete block wall - see drawings for notes Indicates new poured concrete wall - see drawings for notes- Quote alternate price for "Reggio Registers" (1-800-880-3090, www.reggioregister.com) @ all wall &floor vent locations - verify color w/ Murphy & Co. or interior designer prior to ordering- Tile shower areas: - 4" high tile curb - Floor drain as shown - Glass shower door (approx. size as noted - verify actual size) - Head @ ± 7'-0" (verify w/ head selection & owner's body height) - Soap recess @ ± 48" a.f.f. (verify w/ owner) - Ledge @ ± 56" a.f.f. (verify w/ owner) - Tile bench @ ± 18" a.f.f. (verify w/ owner) w/ pitched top- Steam shower: -Provide insul. & (2) layers 6 mil poly v.b. @ all walls & clg. -See plan for steam generator location (verify w/ contractor) -Pitched ceiling (see plan) - pitch 58" per foot -Full hgt. glass shower door (no spaces between door & opng.) -Soap recess @ ± 48" a.f.f. (verify w/ owner) -Tile bench @ ± 18" a.f.f. (verify w/ owner) w/ pitched topGeneral Plan Notes:REVISE = 6,022 sq. ft = 1,260 sq. ft = 7,282 sq. ft= 3,218 sq. ft = 191 sq. ft= 867 sq. ft= 1,731 sq. ft= 6,007 sq. ft= 9,240 sq. ft= 4,049 sq. ft= 13,289 sq. ftMain level finished area (including Stairs, excluding Pergola)GarageTotal areaLower Level finished area (including stairs)Mech. #1,Mech. #2,Crawl SpaceTotal areaTotal finished area (including stairs)Total unfinished area (Garage, Mech. #1, Mech. #2, & Crawl Space)Total (both levels finished or unfinished)Square Footage Calculations:111 30" ref.Gym- Rubber- VaultedGymBathSteamshowerHot tub (8'-0" x 14'-0")Down2 R5'-0" 17'-612"3'-0"11'-0"GymAnte7'-514"10'-6"2202520430 opng30 opngCab.289'-0"GymEntryBenchGymShower8'-434"5'-2" 4'-0"2430 opng SaunaPeloton Treadmill Rower 4'-2"Tv abv. f.p.Yoga area30 pocketdoor4'-6"2424Waterfiller3'-212"Mirror Mirror / barre 40" ØminitrampTowels Free weightsPowerPlate 11'-92"Masonlite 39verify fp model4'-0" x10'-0" tableWorkisland48" grillw/ hoodabv.sink ?PizzaovenStoragecab.outdoorshowerlocation ?drop-down tv15'-0" (typ.) 8'-0" 9'-83 4" 15'-0" (typ.)15'-0" (typ.)4'-6"17'-0"Books 620412012202320212022'-11" w. x8'-1 12" h. door2x82x82x8 2x82x8 XXXXXXTile shower- see gen.plan notes5XXX5XX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXX5XXDE4512012x6 2x6Storagecab.Storagecab.2x8XPergola32024202420252025204 verify equipment layoutapronSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-55113400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A108Main Level Plan (Pergola) /Main Level Dimension Plan (Pergola)December 13, 2023 [Variance]January 16, 2024 [In-progress]February 2, 2024 [City Review]NScale:14" = 1'-0"Main Level Plan (Pergola) Scale:14" = 1'-0"Main Level Dimension Plan (Pergola) 112 Top of typ.Main level subfloor Main level clg10'-1 1/8"Top of typ.Lower level slab Lower level clg9'-0"1248'-312"12612'-0"12812622'-73 8" (Height above proposed grade)Top of typ.Main level subfloor Main level clg10'-1 1/8"Open to PergolaOpen to PergolaOpen to PergolaTop of typ.Main level subfloor Main level clg10'-1 1/8"Top of typ.Lower level slab Lower level clg9'-0"8'-5"12830'-117 8"(Height above proposed grade)Saddle - seeRoof Plan128Top of typ.Main level subfloor Main level clg10'-1 1/8"Stone wndwlintel & sillflashing mat'l /color tbd128Top of typ.Lower level slab Lower level clg9'-0"8'-2"124128Open to PergolaOpen to PergolaSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-55113400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A201Exterior ElevationsDecember 7, 2023 [In-progress]December 13, 2023 [Variance]Scale:14" = 1'-0"South Elevation Scale:14" = 1'-0"South Elevation (Pergola)Scale:14" = 1'-0"West Elevation (Pergola)Scale:14" = 1'-0"East Elevation (Pergola)Scale:14" = 1'-0"West Elevation Scale:14" = 1'-0"North Elevation (Primary Closet)113 Primary Bedroom8'-818" Rough frmg hgt 2'-0" Frmg Primary HallPrimary Laundry12410'-118" Rough clg hgt 128Top of typ.Main level subfloor Main level clg10'-1 1/8"Top of typ.Lower level slab Lower level clg9'-0"128Mech. #13'-0"1'-1114" 9'-33 4" Rough clg hgt 4'-0" Poured wall hgt LowerHallLowerBed #1Bed #1Closet9'-4" Rough frmg hgt 10'-4" 1'-4" Frmg 2'-03 4" 3'-6" 2'-3" 23'-83 8" (Height above proposed grade)Entry10'-33 8"Rough frmg hgt2'-0"Frmg FrontStoop12'-0" total rise (19 R @ ± 7 916" ea.)4'-0"10'-33 8"Rough frmg hgt 128128128Mech. #1CourtyardEntry3'-10"12413'-112"Poured wall hgt11'-4"Poured wall hgt 2'-3"4'-0"Pouredwall hgt 9'-4"Rough frmg hgt 2'-03 4"10'-118"Rough clg hgt634"3'-6"9'-33 4"Rough clg hgt9'-4"Rough clg hgt Top of typ.Main level subfloor Main level clg10'-1 1/8"Top of typ.Lower level slab Lower level clg9'-0"Main level clg10'-1 1/8"Entry10'-33 8" Rough frmg hgt 9'-4" Rough frmg hgt 2'-03 4"Top of typ.Lower level slab Lower level clg9'-0"128Wood storageTop of typ.Main level subfloor Mech. #11282'-0" Frmg CourtyardEntry1244'-0" Poured wall hgt 10'-118" Rough clg hgt 9'-1114" Fin. clg hgt Saddle - seeRoof Plan2'-3" 13'-112" Poured wall hgt 11'-4" Poured wall hgt 9'-33 4" Rough clg hgt SHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-55113400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A202Exterior ElevationsDecember 7, 2023 [In-progress]December 13, 2023 [Variance]Scale:14" = 1'-0"North Elevation Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section 114 Living11'-6"Rough frmg hgt14'-6"Rough vault hgt 12883" tv124Rec. Room11'-4"Poured wall hgt 1012"Heel hgt 1'-4"Frmg9'-4"Rough clg hgt 2'-0"Frmg 12811'-53 4"Rough wall hgt2'-3"Dining11'-6" Rough clg hgt 128Golf SimulatorTop of typ. lowerlevel slab12811'-10" Poured wall hgt 12'-10" Poured wall hgt 10'-10" Rough clg hgt 2'-3" 2'-0" Frmg 1'-6" 63 4" 11'-814" Rough frmg hgtDining 128123Den clg11'-0"Top of droppedDen subfloor 3'-23 4"Plaster11'-6" Rough clg hgt 1'-0"Golf SimulatorTop of typ. lowerlevel slab12811'-10" Poured wall hgt 12'-10" Poured wall hgt Grade beyondshown dashed10'-10" Rough clg hgt 11'-814" Rough frmg hgt 2'-3" 1'-6" 2'-0" Frmg GymEntryGymBathCrawl Space1282'-0" Frmg 4'-0" Rough clg hgt 10'-33 8" Rough frmg hgt 3'-10" 1'-6" Frmg 10'-118" Rough clg hgt 1236'-0" Poured wall hgt 63 4" 10'-33 8" Rough frmg hgt 2'-3" 1'-63 4" 3'-10" 2'-3"4'-0" Rough clg hgt GymCrawl Space12'-6" Rough clg hgtKitchenGymEntryGymAnte10'-118" Rough clg hgt 1266'-0" Poured wall hgt 6'-10" 7'-4"Mech. #212663 4"8'-612" Rough frmg hgt 1'- 2 " frm g 2'-0" Frmg 1'-6" Frmg 8'-414" Rough wall hgtDenKitchen 1281'-6"Frmg3'-6"Roughclg hgt 123Mech. #2Crawl Space1281'-0" total rise(2" R @ 6" ea.)Top of typ. lowerlevel slab5'-0"Poured wall hgt5'-10"Poured wall hgt 11'-4"Poured wall hgt 2'-0"Frmg9'-6"Rough clg hgt 2'-3"1'-9"11'-33 8"Rough frmg hgt10'-33 8"Rough frmg hgt11'-118"Rough clg hgt10'-118"Rough clg hgt5'-4"SHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-55113400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A203Exterior ElevationsDecember 7, 2023 [In-progress]December 13, 2023 [Variance]Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section 115 Top of typ.Main level subfloor Main level clg10'-1 1/8"KitchenPrimary AnteGolf SimulatorMech. #2126Rec. RoomCourtyard EntryLower Hall1'-6"1264'-0" Poured wall hgt 9'-4" Rough frmg hgt 2'-03 4"10'-33 8" Rough frmg hgtBed #2ClosetBed #2AnteDiningLivingEntry10'-118"Drop slab 2"@ perim.11'-4"Poured wall hgt12'-10"Poured wall hgt 11'-6" Rough clg hgt 2'-0" Frmg 2'-0" Frmg 2'-3" 2'-0" Frmg 10'-10" Rough clg hgt 10'-118" Rough clg hgt 2'-3"11'-0" Rough clg hgt 2'-0"Courtney'sOfficeKitchenEntryWoodstorage± 8.6112Main level clg10'-1 1/8"Top of typ.Main level subfloor 123128Crawl Space4'-0" Rough clg hgt 6'-0" Poured wall hgt 2'-3" 2'-0" Frmg 10'-118" Rough clg hgt 6'-0" Poured wall hgt 10'-1018"128RearLaundryGarageEntry8'-2" Rough wall hgt ± 8.6112Crawl SpaceOutside face ofwall in foregroundshown dashed6'-3" Rough wall hgt 4'-0" Rough clg hgt 7'-113 4" Rough frmg hgt 63 4" 6'-0" Poured wall hgt 1'-4"Frmg2'-0" Frmg Top of typ.Main level subfloor Main level clg10'-1 1/8"Lower level clg9'-0"SHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-55113400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A204Exterior ElevationsDecember 7, 2023 [In-progress]December 13, 2023 [Variance]Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Southeast Elevation Scale:14" = 1'-0"Building Section 116 1'-6"128Garage clgGarage clg128128128Garage6'-1118" 5'-0" Poured wall hgt 9'-118" Rough frmg hgt 9'-718" Rough clg hgt 9'-5" Poured wall hgt 1'-4"FrmgSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-55113400 Fox StreetResidence3400 Fox StreetOrono MN 5535623-140A205Exterior ElevationsDecember 7, 2023 [In-progress]December 13, 2023 [Variance]Scale:14" = 1'-0"Building Section Scale:14" = 1'-0"Northwest Elevation Scale:14" = 1'-0"Northwest Elevation Scale:14" = 1'-0"Northeast Elevation Scale:14" = 1'-0"Southeast Elevation 117 Garage clgTop ofGarage slabTop ofLower Garage slab18'-312"Verify final grade127127Garage clgTop ofGarage slabTop ofLower Garage slabGarage clgTop ofGarage slabTop ofLower Garage slab28'-107 8"127127Garage clgTop ofGarage slabTop ofLower Garage slabVerify final gradeSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-55113400 Fox StreetDetached Garage3400 Fox StreetOrono MN 5535623-140GDecember 13, 2023 [Variance]Exterior ElevationsA201Scale:14" = 1'-0"1A201North Elevation Scale:14" = 1'-0"2A201West Elevation Scale:14" = 1'-0"3A201South Elevation Scale:14" = 1'-0"4A201East Elevation 118 24'-812"29'-212"LowerDetached Garage-Conc. slab w/ epoxy finish- In-floor heatSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-55113400 Fox StreetDetached Garage3400 Fox StreetOrono MN 5535623-140GDecember 13, 2023 [Variance]Foundation Plan, Lower Level Plan,& Lower Level Dimension PlanA101NGraphic Scale{Scale in Feet}03148122Scale:14" = 1'-0"Lower Level Plan 119 JeepCherokee(183" x 75")BMW X5(194" x 79")28'-0"32'-6"8'-0"5'-7"4'-4"2'-6"5'-5" 26'-3"30'-9"Detached Garage-Conc. slab w/ epoxy finish- In-floor heatSHEET NUMBERSHEET TITLEISSUE DATESTHESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PROFESSIONALLY PREPAREDBY MURPHY & COMPANY DESIGN, INC. AND ARE THE EXCLUSIVE PROPERTY OFMURPHY & COMPANY DESIGN, INC. THESE DOCUMENTS ARE NOT TO BE SHARED,REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTENCONSENT OF MURPHY & COMPANY DESIGN, INC.MURPHY&CODISTINCTIVE RESIDENTIAL ARCHITECTUREMURPHY & CO. DESIGN235 LAKE ST EAST, SUITE 301, WAYZATA MN 55391612-470-55113400 Fox StreetDetached Garage3400 Fox StreetOrono MN 5535623-140GDecember 13, 2023 [Variance]Main Level Plan &Main Level Dimension PlanA102NGraphic Scale{Scale in Feet}03148122Scale:14" = 1'-0"Main Level Plan 120 Date: Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. % (Proposed Hardcover next page) This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contrained herein; however, if any information is not consistent with City Code, the Code provisions will prevail. (3) Net Proposed Hardcover [Subtract line (2) from line (1)]28,694.00 (4) Total Lot Area 320,316 Proposed Hardcover Percentage [(3)+(4)]8.96% (2) Total Excludable Hardcover 1208 Excludable Hardcover (See City Code Sec 78-1684): F &H Retaining Wall 1,208 Z (1) Total Proposed Hardcover 29,902.00 X Y V W T U R S P Q N Proposed Pool 1,568 O L SPA Concrete Slab 212 M Ex. Boat House 807 J Concrete Sitting Area 1,164 K Detached Garage 894 H Proposed Ret Wall 1,053 I Concrete Walk 802 F Ex. Retaining Walls 155 G Paver Sidewalk 858 D Patio/Terrace 3,729 E Concrete Steps 354 B Stoops 593 C Concrete Driveway 10,183 (Example)(Garage)(24' x 30')(720 S.F.) A Proposed House 7,530 In the following table, identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, Identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item (Describe)Length x Width Total (Square Feet) SB Job Number:36915-001 Prepared by: ML Stormwater Quality Overlay District Tier: (Circle One) Step 1: PROPOSED HARDCOVER City of Orono Hardcover Calculation Worksheet Property Address:3400 Fox Street, Orono, Minnesota 55391 Prepared By:Sathre-Bergquist 12/11/2023 121 122 123 DRAFTMinutes Planning Commission Regular Meeting Tuesday, January 16, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 3 of 4 supported the redesign of the driveway and the existing structures in the bluff but not new encroachment in the bluff. Bollis moved, Libby seconded, to deny LA23-000065, 4423 North Shore Drive, Variances as applied but noted that there is support for the driveway changes, the house and the existing bluff encroachments. VOTE: Ayes: 3, Nays 1 (Erickson). 4.4 LA23-000066, Hendel Homes, 2605 Mapleridge Lane,Variance The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the application as applied. The Planning Commission discussed the item and asked questions of staff and the applicant, Rick Hendel of Hendel Homes. Chair Bollis opened the public hearing at 7:24 p.m. There were no public comments. Chair Bollis closed the public hearing at 7:24 p.m. Commissioners agreed with the staff recommendation, calling it a minimal increase that does not change the location of the house. McCutcheon moved, Erickson seconded, to approve LA23-000066, 2605 Mapleridge Lane, Variance as applied. VOTE: Ayes: 4, Nays 0. 4.5 LA23-000068, Murphy & Co. Design o/b/o 3400 Fox Street Trust, 3400 Fox Street, Average Lakeshore Setback Variances The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the application for variances. Staff said the applicant had made a small change to the garage orientation and plans should be amended prior to City Council consideration. The Planning Commission discussed the item and asked questions of staff and the applicant, TJ Majdecki of Murphy & Co Design. Chair Bollis opened the public hearing at 7:31 p.m. There were no public comments. Chair Bollis closed the public hearing at 7:31 p.m. Commissioners concurred with the staff recommendation. 124 DRAFTMinutes Planning Commission Regular Meeting Tuesday, January 16, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 4 of 4 McCutcheon moved, Libby seconded, to approve LA23-000068, 3400 Fox Street, Average Lakeshore Setback Variances as applied with the staff direction to update the plans. VOTE: Ayes: 4, Nays 0. 5. NEW BUSINESS 5.1. LA23-000067, Lakewest, LLC, 3245 Wayzata Blvd W, Concept Plan The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and provide non-binding feedback on a proposed condo development for 156 units in seven buildings with underground parking. Staff said the proposal will need a comprehensive plan amendment and rezoning, blending two levels of density on the site. The Planning Commission discussed the item and asked questions of staff and the applicants, Curt Fretham and Kelsey Thompson of Lake West Development. Commissioners said the plan is unique, fills a need for single-level housing for seniors and is an improvement over some of the plans for the site that have been seen in the past. The developer should consider the width of cul-de-sacs to accommodate fire vehicles. It is a good spot for a multi-family development, but it might be necessary to consider a lower speed limit at that point on Wayzata Blvd. Commissioners liked the underground parking. 6. COUNCIL UPDATE Community Development Director Laura Oakden updated the Commissioners noting the City Council reviewed a retaining wall variance, a new home on Casco, and the Spruce Place right-of-way vacation. The City Council approved all but took the recommendation of the Planning Commission to maintain a drainage easement on the Spruce Place vacation. 7. ADJOURNMENT Libby moved, McCutcheon seconded, to adjourn the Planning Commission Meeting at 8:25 p.m. to February 20, 2024. VOTE: Ayes 4, Nays 0. ATTEST: _________________________________________ Christopher Bollis, Chair 125 Item No.: 18 Date: February 12, 2024 Presenter: Natalie Nye Presenter: Planner Section:Consent Agenda Title: LA23-000066, Hendel Homes, 2605 Mapleridge Lane, Average Lakeshore Setback Variance 1.Purpose: This application is regarding an average lakeshore setback variance in order to construct an addition and remodel an existing home. 2.MN§15.99 Application Deadline: The application was received December 13, 2023 and considered to be complete on January 1, 2024. Therefore the 60-Day review period expires on March 2, 2024. 3.Background: The applicant is proposing to construct an addition and remodel an existing home on the property. The existing home is nonconforming with the average lakeshore setback line bisecting the home. The proposed renovation would elevate the roof by approximately 1 foot in order update insulation. This increase in height would create a new vertical expansion into the average lakeshore setback. There is also a proposed addition underneath an existing deck and two new deck stairs that require a variance from the required average lakeshore setback. 4.Planning Commission Vote and Comment: On January 16, 2024, the Planning Commission held a public hearing. The Commission reviewed the application and noted the proposed remodel was minimal and the location of the home was not changing. The Planning Commission voted 4 to 0 on a motion to approve the requested variance as applied. The January 16th Planning Commission packet is linked for your reference. 5.Public Comment: The applicant has provided neighbor acknowledgment forms. No other public comment has been received. 6.Staff Recommendation: Staff recommends approval of the application as applied. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve Resolution 7448 approving an average lakeshore setback variance for 2605 Mapleridge Lane. Exhibits Exhibit A - Draft Resolution 7448 Exhibit B - Plans Exhibit C - PC Draft Minutes 1/16/2024 126 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7448 1 A RESOLUTION APPROVING A VARIANCE FROM MUNICIPAL ZONING CODE SECTION 78-1279 FILE NO. LA23-000066 WHEREAS, on December 13, 2023, Hendel Homes (hereinafter the “Applicant”), applied for a variance from the City Code for the property addressed 2605 Mapleridge Lane and legally described as: Lot 7 and that part of Lot 8, “Shore Hills”, described as follows: Beginning at the point of intersection of the dividing line between Lots 7 and 8 in said Shore Hills with the shore of Lake Minnetonka; thence Southerly along said dividing line to the Northerly line of Mapleridge Lane in said Plat; thence Northeasterly deflecting to the left 150 degrees 25 minutes from last described course a distance of 109.8 feet; thence Northerly deflecting to the left 29 degrees 00 minutes from the last described course to the shore of Lake Minnetonka; thence Northwesterly along said shore line to the point of beginning. (hereinafter the “Property”); WHEREAS, the Applicant has applied to the City of Orono for an average lakeshore setback variance setback from City Code Section 78-1279 in order to construct an addition and remodel an existing home; and WHEREAS, on January 16, 2024, 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 January 16, 2024, the Planning Commission voted 4 to 0 in favor of a motion to recommend approval of the variance as applied; and WHEREAS, on February 12, 2024 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: 1. This application was reviewed as Zoning File #LA23-000066. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above mentioned 127 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7448 2 meetings, and any and all other materials distributed at these meetings are hereby incorporated by reference. 2. The Property is located in the LR-1B One Family Lakeshore Residential Zoning District. 3. The Property contains 82,241 square feet in area and has a defined lot width of 175 feet at the 75- foot lakeshore setback and a lot width of 195 feet at the OHWL. 4. The Property is within Tier 1 and hardcover is limited to 25 % according to the Stormwater Quality Overlay District. 5. Applicant has applied for the following variances: a. Average Lakeshore Setback 6. In considering this application for variances, 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: 1. “Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance . . . .” The existing home on the lot does not conform with the average lakeshore setback. The average lakeshore setback line currently bisects the home. The proposed project increases the height of the home by about a foot and includes an addition underneath an existing deck and two new deck stairs. The proposed project is modest and does not impact the neighboring views of the lake. The proposed renovation of the existing home is in harmony with the general intent of the Ordinance due to the practical difficulties present. This criterion is met. 2. “Variances shall only be permitted . . . when the variances are consistent with the comprehensive plan.” The renovation of an existing single-family home is consistent with the Comprehensive Plan. The applicant has identified the necessary practical difficulties inherent to the land supporting their requests. The proposal will meet all of zoning requirements. This criterion is met. 3. “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. 128 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7448 3 The renovation of an existing single-family home is a reasonable use of the property. The proposed changes are minimal. This criterion is met. b. The plight of the landowner is due to circumstances unique to his property not created by the landowner. The existing home location is not the result of the current property owner’s actions; and c. The variance, if granted, will not alter the essential character of the locality.” The proposed variance resulting in the renovation and addition to an existing home is supported by practical difficulties and will not alter the character of the area. This criterion is met. 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. 2, when in harmony with Orono City Code Chapter 78.” 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 78 for property in the zone where the affected person's land is located.” This condition is not applicable, as a residential home is a permitted use in the LR-1B 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 location of the existing home on the lot and the relation of the lot to the neighboring homes is unique and specific property. This criterion is met. 9. “The conditions do not apply generally to other land or structures in the district in which the land is located.” The unique and existing conditions do not apply to other land or structures in the neighborhood or district. This criterion is met. 10. “The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant.” The existing home is in a nonconforming location. The proposal will maintain a similar lake setback. Granting the average lakeshore setback allows the property owner to renovate and add on a modest addition to the existing home. This criterion is met. 129 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7448 4 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 will not adversely impact health, safety, comfort, or morals of the community. The proposed home will not impact any currently enjoyed views of the lake by neighboring properties. This criterion is met. 12. “The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty.” The average lakeshore setback variance allows the existing home to be raised approximately a foot for better insulation and energy code compliance. The variance also allows an addition underneath an existing deck on the lakeside of the home and two new deck stairs. These improvements create new expansions within the average lakeshore setback since the existing home does not comply with the setback. The proposed improvements to the home are modest and minimal in nature to achieve a modernized home. This criterion is met. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a variance from Orono Municipal Zoning Code Sections 78-1279 to allow the construction of an addition and house remodel within the average 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 attached site plan and building plans submitted by the Applicant and annotated by City staff (hereinafter the “Plans”), attached to this Resolution as Exhibits A & 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 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 framing inspection must be completed within one year of the date of Council approval, or the variance will expire on that date (February 12, 2025). 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. 130 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7448 5 ADOPTED by the Orono City Council on this 12th day of February, 2024. ATTEST: CITY OF ORONO: _______________________________ ________________________________ Christine Lusian, City Clerk Dennis Walsh, Mayor 131 Resolution 7448 Exhibit A132 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:51 PM S C A L E : 1/4" = 1'-0", 1/32" = 1'-0", 1' = 1'-0" Lower Level Floor Plan - Existing ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING AE1.0D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 Bedroom/Gym 13'-2" x 13'-8" CARPET Water Services 8' x 8'-5" 2 Car Garage 23'-4" x 21'-8" Laundry 7'-2" x 6'-9" Service Area 7'-4" x 15'-8" U/Stairs Storage 10'-6" x 4'-5" Bedroom 2 10'-10" x 13'-5" Bath. 2 6' x 8'-1" Wine Room 10'-10" x 7'-11" Powder 8'-6" x 6'-5" Sh. 2'-8" x 3' Linen 6'-7" x 2'-8" Bar 11' x 11'-1" Family Room 22'-6" x 15' STONE TILE 4 Season Porch 21'-10" x 11'-9" STONE TILE Pool Terrace 56'-3" x 37'-5" CHEVY SUBURBAN JEEP CHE R O K EE Gym Hall 8'-6" x 6'-9" Cedar Closet 8'-11" x 5'-4" 3'-21/4"2'-6"6'-9"2'-4"1'-2"63'-41/2"18'-31/2" 12'-9"4'-0"4'-3"2'-51/2"5'-25/8"0'-3"3'-4"0'-31/2"0'-4"0'-31/2"11'-10" SOFFIT (DROP) SUMP & RADON SOFFIT 11 1/2" SOFFIT (DROP) SOFFIT HEATER 24" BEV. FRIDGE15" ICE MAKERMICROWAVE24" DISHWASHER DRAWER 36"H. COUNTER 42 1/2"H. COUNTER FURNACE BOILER ELECTRICAL PANEL /BREAKER WATER SOFTENER SOFFIT SOFFIT SOFFIT DECK ABOVE (DASHED) 7'-8 3/4" 7'-10 3/4" 6'-9 1/4" 6'-9" 7'-6 1/2" 8'-6 1/2" 7'-10 1/4" 7'-0" 7'-10" 9'-1" 7'-10 1/4" 7'-11 3/4" 8'-0 3/4" 7'-11 3/4" 5'-1" 7'-11 1/4" 7'-3" 8'-9" 7'-11 1/4" 7'-11 1/4" 7'-3 1/4" GAS METER CONC. WALL CMU. WALL BOILER UTILITY SINK DECK ABOVE (DASHED) EPOXY OVER CONCRETE +/- 3'-8" LOW WALL +/- 3'-8" LOW WALL 943.3 STUCCO WALL STUCCO WALL 945.1 945.6 942.7 GRAVEL BELOW DECK GRAVEL BELOW DECK APPROX. DISTANCE 942.8 942.8 6'-2" FLOATING COPPER HEARTH GLASS BLOCK GLASS BLOCK GLASS BLOCK LOAD BEARING WALL (VERIFY) 8'-10" LOAD BEARING WALL (VERIFY) LOAD BEARING WALL (VERIFY) 6'-9 3/4" 6'-9 3/4" 7'-5 1/4" LOAD BEARING WALL (VERIFY) CMU. WOOD BEAMSWOOD BEAMS LOAD BEARING WALL (VERIFY) 3'-3 1/2" CONCRETE STEPS CONCRETE PAVER DRIVEWAY LOAD BEARING WALL (VERIFY)7'-11 1/4" WASHER DRYER LOAD BEARING WALL (VERIFY) HEADER ELECTRIC AL PANEL SOFFIT (SLAB TO JOIST) JOISTS (2x10)JOISTSJOISTS(2x10)UP UP 17 R. @ 6 3/4" 16 T. @ 12" DN UP UP CANTILEVER UP 8 R. @ 7 1/4" 7 T. @ 12" 8 R. @ 7 7/8" 7 T. @ 12" 8 R. @ 7" 7 T. @ 12" 4 R. @ 7" 3 T. @ 12" UP 17 R. @ 6 3/4" 16 T. @ 12" 4 R. @ 7" 3 T. @ 12" 2 R. @ 6 1/4" 1 T. @ 11 3/4" DN 1 AE2.0 2 AE2.1 2 AE2.0 FIREPLACE T.O. FINISHED FLOOR - PORCH 90'-1 1/8" (943.00 CIVIL) T.O. FINISHED FLOOR - PORCH 90'-1 1/8" (943.00 CIVIL) T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) Mechanical/Storage 7'-10" x 23'-3" CONCRETE W.C. 3'-1" x 3'-3" W.C. 3' x 3'-2"39'-7"4'-3"4'-9"12'-51/2"2'-4"84'-31/4" 39'-111/2"4'-93/4"10'-9"4'-01/4"16'-0"8'-83/4"1'-41/4"4'-1"9'-81/4"24'-61/4"8'-111/4"12'-4"1'-71/4"6'-41/2"0'-11"1'-71/4"4'-01/4"9'-81/4"10'-9" 84'-31/4" 9'-9"1'-2"3'-21/4"4'-69/16"2'-315/16"2'-6"2'-5"1'-1"21'-0"1'-1"2'-51/4"4'-911/16"4'-69/16"4'-313/16"1'-2"17'-113/16" 0'-51/2"2'-6"16'-8"5'-4"0'-4"4'-0"M.O.SUMP PUMP 7'-4 1/2" ELECT. METER FLUE STUCCO WALL EXISTING - STUCCO WALL FINISH +/- 3'-0" LOW WALL +/- 3'-0" LOW WALL 945.4 +/- 3'-0" LOW WALL +/- 3'-0" LOW WALL +/- 3'-0" LOW WALL 6'-11" CONCRETE STEPS IPE WOOD TREADS IPE WOOD TREADS CONCRETE STEPS +/- 3'-0" LOW WALL +/- 3'-0" LOW WALL FURNACE WATER HEATERS OPEN TO ABOVE CARPETCONCRETECARPET CONC. CARPET STONE TILE WOOD STONE TILE CARPET TILE CARPET STONE TILE TILE STONE TILE CONCTILEAVE R A G E L A K E S E T B A C K 1 AE2.1 Lower Level Gross A: 3,344.23 sq ft Lower Level Finished A: 2,300.46 sq ft 2,985.01 S.F. 4,636.44 S.F. 2,300.46 S.F. 3,344.23 S.F. 1,005.00 S.F. 1,252.98 S.F. 5,285.47 S.F. 9,233.65 S.F. N W E SWinterSummerSummerWinter SCALE: 1/32" = 1'-0"2 Area Calcs Lower Level - Existing MAIN LEVEL EXISTING: FINISHED AREA: GROSS AREA: LOWER LEVEL EXISTING: FINISHED AREA: GROSS AREA: DETACHED GARAGE EXISTING: GARAGE ONLY: GROSS AREA: GRAND TOTAL FINISHED: GRAND TOTAL GROSS: AREA CALC ULATIONS : Resolution 7448 Exhibit B 133 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:51 PM S C A L E : 1/4" = 1'-0", 1/32" = 1'-0", 1' = 1'-0" Main Level Floor Plan - Existing ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING AE1.1D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 Bedroom 1 15'-10" x 11'-5" Closet 1 5'-3" x 7'-9" Ln 1'-8" x 3'-3" Office 16'-3" x 11'-1" Primary Bedroom 20'-3" x 16'-6" Pri. Dr. 1 8'-10" x 10'-4" Pri. Dr. 2 8'-11" x 10'-4" Primary Bathroom 22'-6" x 10' Entry Foyer 10'-6" x 5'-4" Bath. 1 12' x 7'-5" W.C. 2'-10" x 3'-3"Shower 4'-2" x 2'-9" Pri. Hl. 3'-5" x 10'-10" 1 AE2.0 2 AE2.1 2 AE2.0 50'-91/4"2'-21/4"2'-21/4"39'-7"4'-3"4'-9"1'-11"1'-1" 4'-8"14'-31/4"23'-31/2"0'-41/2"2'-4"7'-81/4"3'-2"9'-31/2"2'-6" 3'-51/4"3'-71/4"0'-41/2"0'-41/2"0'-41/2"0'-41/2"0'-41/2"0'-41/2" 1'-1" 14'-81/2"18'-03/4"2'-31/4"0'-31/2" 2'-31/4"0'-7"2'-31/4"0'-7"2'-31/2"0'-31/2" 3'-5"14'-8"24'-61/4"1'-1" 4'-1"10'-13/4"3'-0"12'-41/2"4'-01/2"4'-11"15'-31/2" 9'-81/2"6'-11"9'-01/4"15'-111/4"4'-8"6'-0"0'-51/2" 2'-61/8" 0'-31/4"4'-0"8'-83/4"2'-21/4"0'-6"6'-3"6'-0"9'-71/2"3'-2"M.O.14'-113/4" 8'-5" 8'-5 1/4" 8'-7 1/4" 7'-8" 8'-3 1/2" 7'-5" 7'-5" 7'-5" 8'-11" S.L. 6'-8" S.L. 7'-2" S.L. 7'-2" S.L. FLOATING STONE HEARTH GAS FIREPLACE HEADER CONCRETE STEPS CONCRETE PAVER DRIVEWAY STAINELSS STEEL HEARTH LOAD BEARING WALL (VERIFY) LOAD BEARING WALL (VERIFY) PAVERS GAS METER WOOD BEAMS WOOD BEAMS WOOD BEAMS WOOD BEAMS WOOD BEAMS GRAVEL/ROCKS REMOVE EXISTING COUNTERTOP & LEGS POT FILLER EXISTING DOWNSPOUT EXISTING DOWNSPOUT DN DN 8 R. @ 7 7/8" 7 T. @ 12" DN 2R. DN DN DISHWASHER ICE MAKER DOUBLE OVENS DN 17 R. @ 6 3/4" 16 T. @ 12" 17 R. @ 6 3/4" 16 T. @ 12" DN 8 R. @ 7" 7 T. @ 12" 4 R. @ 7" 3 T. @ 12" DN 8 R. @ 7" 7 T. @ 12" 9'-6 1/2" S.L.9'-6 1/2" S.L.9'-6 1/4" S.L.9'-6 1/4" S.L. 6'-11" S.L. 7'-6 1/4" S.L. 6'-10 3/4" B.O.B. 7'-2" S.L.7'-2" S.L. 9'-7 1/2" S.L.9'-7 1/2" S.L. 8'-0" S.L.10'-10 1/2" S.L. 7'-8" S.L.7'-7 3/4" S.L. 7'-7 3/4" S.L. 8'-5" S.L. 8'-0" S.L.8'-0" S.L. 8'-0" S.L. 8'-0" S.L. T.O. FLOOR FINISH 95' 6 3/8" (948.44 CIVIL) T.O. FLOOR FINISH 100' 0" (952.91 CIVIL) T.O. DECK 99'-10 5/8" (952.80 CIVIL) T.O. FLOOR FINISH 100' 0" (952.91 CIVIL) REF/FRZR K-5931-4UExecutive ChefSinksKohler Cast Iron Kitchen 13'-10" x 9'-8" Living Area 25'-10" x 20'-3" Dining 15' x 14'-1" TILEVanity Area 5'-4" x 10' Shower 5'-6" x 4'-9" W.C. 5'-6" x 4'-8" Covered Entry Area 15'-7" x 13'-8" Pool Terrace 56'-3" x 37'-5" A2.1 3,4 1 AE2.1 84'-31/4" 2'-6"28'-01/4"18'-03/4"14'-81/2"20'-113/4" 84'-31/4"1'-41/4"13'-91/4"24'-61/4"8'-111/4"6'-11/4"1'-3"9'-4"0'-37/8"1'-47/8" 4'-5"1'-51/2" 11'-11"3'-3"14'-8"1'-0"13'-43/8"12'-0"3'-93/8"5'-33/4"9'-6" 0'-31/2" 12'-71/2"3'-0"5'-41/4"6'-8"3'-0"3'-3"0'-5"0'-41/4" 0'-1"2'-5"0'-7"2'-5"0'-7"2'-5"0'-71/4" 2'-5"0'-31/2" 6'-3"2'-10"14'-11/2"2'-9"17'-10"2'-01/2"4'-3"4'-9"10'-53/4"0'-111/2"2'-2" FIREPLACE 7'-8" S.L. CONCRETE STEPS IPE WOOD TREADS IPE WOOD TREADS FLUE LOAD BEARING WALL (VERIFY) A/C UNIT A/C UNIT GRAVEL/ROCKS ELECT. METER 65" TV EXISTING DOWNSPOUT BENCH8 R. @ 7 1/4" 7 T. @ 12" CARPET WOOD CARPET WOOD STONEWOODSTONETILETILE STONE TILE STONE TILECARPETTILECARPETWOOD WOOD DECK CARPETWOODDECKAVE R A G E L A K E S E T B A C K Main Level Gross A: 4,636.44 sq ft Main Level Finished A: 2,985.01 sq ft 2,985.01 S.F. 4,636.44 S.F. 2,300.46 S.F. 3,344.23 S.F. 1,005.00 S.F. 1,252.98 S.F. 5,285.47 S.F. 9,233.65 S.F. N W E SWinterSummerSummerWinter SCALE: 1/32" = 1'-0"2 Area Calcs Main Level - Existing MAIN LEVEL EXISTING: FINISHED AREA: GROSS AREA: LOWER LEVEL EXISTING: FINISHED AREA: GROSS AREA: DETACHED GARAGE EXISTING: GARAGE ONLY: GROSS AREA: GRAND TOTAL FINISHED: GRAND TOTAL GROSS: AREA CALC ULATIONS : 134 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:51 PM S C A L E : 1/4" = 1'-0", 3/32" = 1'-0", 1' = 1'-0" Detached Garage Floor Plans - Existing & Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING AE1.2D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 JEEP CHEROKEEJEEP CHEROKEEDetached Garage 18'-9" x 28'-8" Detached Garage 20'-1" x 18'-9" CONCRETE B.O. TRUSS 1 AE2.2 2 AE2.2 3 AE2.2 4 AE2.2 40'-1" 39'-91/2"0'-31/2"30'-13/4"8'-103/4"2'-4"9'-11"8'-0"1'-0"14'-81/4"3'-4"1'-111/2"8'-9"2'-7"8'-93/4"10'-0"20'-13/4"10'-0"1'-0"19'-11/2" 8'-0"8'-0"0'-7"0'-31/2"1'-0"1'-0" +/- 3'-0" LOW WALL HIGH WINDOWS VERTICAL WOOD SIDINGVERTICAL WOOD SIDING 8'-4" CONCRETE REMOVE PLANTER BOX 15" HACKBERRY TREE 10" OAK TREE 20" PINE TREE CUT ALL OVERHANG RAFTERS & ROOF CLEAN CONCRETE FOR REFINISH CONCRETE APRON0'-10"0'-2"8'-0"0'-2"0'-10"2'-51/2" 0'-2" 16'-0" 0'-2" 1'-4" CONCRETE PAVER JEEP CHEROKEEJEEP CHEROKEEDetached Garage 18'-9" x 28'-8" Detached Garage 20'-1" x 18'-9" EPOXY OVER CONCRETE 1 AE2.2 2 AE2.2 3 AE2.2 4 AE2.2 NEW PLANTER BOX NEW GARAGE DOOR NEW GARAGE DOOR NEW GARAGE DOOR NEW DOOR CONCRETE APRON Detached Garage Finish A: 1,005.00 sq ft Detached Garage Gross A: 1,252.98 sq ft Detached Garage Finish A: 1,005.00 sq ft Detached Garage Gross A: 1,252.98 sq ft 2,985.01 S.F. 4,636.44 S.F. 2,300.46 S.F. 3,344.23 S.F. 1,005.00 S.F. 1,252.98 S.F. 5,285.47 S.F. 9,233.65 S.F. 2,987.19 S.F. 4,772.79 S.F. 2,600.12 S.F. 4,178.37 S.F. 1,005.00 S.F. 1,252.98 S.F. 5,587.31 S.F. 10,204.14 S.F.NWESWinterSummer SummerWinter SCALE: 1/4" = 1'-0"1 Detached Garage Floor Plan - Existing SCALE: 1/4" = 1'-0"2 Detached Garage Floor Plan - Proposed SCALE: 3/32" = 1'-0"4 Area Calcs. Detached Garage - Proposed SCALE: 3/32" = 1'-0"3 Area Calcs. Detached Garage - Existing MAIN LEVEL EXISTING: FINISHED AREA: GROSS AREA: LOWER LEVEL EXISTING: FINISHED AREA: GROSS AREA: DETACHED GARAGE EXISTING: GARAGE ONLY: GROSS AREA: GRAND TOTAL FINISHED: GRAND TOTAL GROSS: AREA CALCULATIONS : MAIN LEVEL PROPOSED: FINISHED AREA: GROSS AREA: LOWER LEVEL PROPOSED: FINISHED AREA: GROSS AREA: DETACHED GARAGE PROPOSED: GARAGE ONLY: GROSS AREA: GRAND TOTAL FINISHED: GRAND TOTAL GROSS: AREA CALC ULATIONS : 135 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:51 PM S C A L E : 1/4" = 1'-0" Exterior Elevations - Existing ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING AE2.0D a t e : SWANARCHITECTURE Variance Issue December 13, 20238'-103/8"11'-61/4"PARTIALLY REMOVE LOW WALL ABOVE DECK REMOVE AND RECONFIGURE AS NEEDED REMOVE ALL EXTERIOR WINDOWS & REPLACE WITH SIMILAR SIZE WHERE INDICATED REMOVE STEP & PAVER PATH CLEAN ALL BRICK & GROUT FOR REFINISH RECONFIGURE FLUES AS NEEDED FOR NEW FIREPLACES PATCH BRICK AS NEEDED REMOVE LIGHT & PATCH BRICK AS NEEDED REMOVE EXISTING GARAGE DOOR & REPLACE REMOVE RETAINING WALL & RELOCATE PATCH AS NECESSARY REMOVE AND SALVAGE BRICK AS NEEDED REMOVE & RECONFIGURE AS NEEDED CUT ALL OVERHANG INCLUDING RAFTERS AT ALL PARAMETERREMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING REMOVE & REPLACE GUTTER & DOWNSPOUT REMOVE STAIRS AND PARTIALLY REMOVE WALL, TO KEEP UNDER DECK WALL FOR SUPPORT & INSTALL NEW RAILING T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" T.O. FINISHED FLOOR - ENTRY STAIR LANDING 95'-6 3/8" (948.44 CIVIL) T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL)1'-83/4"8'-103/8"11'-61/4"CUT ALL OVERHANG INCLUDING RAFTERS AT ALL PARAMETER INVESTIGATE THE EXTENT OF THE WATER LEAK/STAINS /DAMAGE HERE & FIX INSPECT FLASHING & REPLACE AS NEEDED RECONFIGURE FLUES AS NEEDED FOR NEW FIREPLACES REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING REMOVE AND REPLACE GUTTER AND DOWNSPOUT PARTIALLY REMOVE LOW WALL ABOVE DECK REMOVE ALL EXTERIOR WINDOWS AND REPLACE WITH SIMILAR SIZE WHERE INDICATED REMOVE AND RECONFIGURE AS NEEDED CLEAN ALL BRICK & GROUT FOR REFINISH T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) SCALE: 1/4" = 1'-0"1 South Exterior Elevation - Existing SCALE: 1/4" = 1'-0"2 West Exterior Elevation - Existing 136 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1/4" = 1'-0" Exterior Elevations - Existing ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING AE2.1D a t e : SWANARCHITECTURE Variance Issue December 13, 20238'-103/8"11'-61/4"REMOVE AND SALVAGE BRICK AS NEEDED REMOVE AND RECONFIGURE RAILING AS NEEDED PATCH BRICK AS NEEDED REMOVE LIGHTS & PATCH AS NECESSARY CLEAN BRICK & GROUT FOR REFINISH RECONFIGURE FLUES AS NEEDED FOR NEW FIREPLACES REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING CUT ALL OVERHANG INCLUDING RAFTERS AT ALL PARAMETER REMOVE EXISTING GUTTER REMOVE LIGHTS & PATCH AS NECESSARY PARTIALLY REMOVE LOW WALL ABOVE DECK REMOVE & RECONFIGURE RAILING AS NEEDED PARTIALLY REMOVE WALL, TO KEEP UNDER DECK WALL FOR SUPPORT & INSTALL NEW RAILING T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" (964.43 CIVIL) REMOVE & RELOCATE DOWNSPOUT REMOVE ALL EXISTING EXTERIOR DOORS REMOVE & REPLACE GUTTERREMOVE ALL EXTERIOR WINDOWS & REPLACE WITH SIMILAR SIZE WHERE INDICATED REMOVE RETAINING WALLS AND PLANTING BED FILL REMOVE RETAINING WALLS AND PLANTING BED FILL REMOVE RETAINING WALLS AND PLANTING BED FILL REMOVE RETAINING WALLS AND PLANTING BED FILL PATCH OPENING AS NEEDED PATCH BRICK AS NEEDED REMOVE & REPLACE EXTERIOR WINDOWS AS INDICATED ON FLOOR PLAN REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING RECONFIGURE FLUES AS NEEDED FOR NEW FIREPLACES CUT ALL OVERHANG INCLUDING RAFTERS AT ALL PARAMETER REMOVE ALL EXISTING DOORS & REPLACE WITH SIMILAR SIZE REMOVE ALL EXISTING WALLS & RELOCATE PATCH AS NECESSARY REMOVE & REPLACE GUTTER AND DOWNSPOUT T.O. FINISHED FLOOR - LOWER LEVEL 8'-103/8"11'-61/4"REMOVE AND RECONFIGURE AS NEEDED CLEAN ALL BRICK & GROUT FOR REFINISH PARTIALLY REMOVE WALL, TO KEEP UNDER DECK WALL FOR SUPPORT T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) SCALE: 1/4" = 1'-0"1 North Exterior Elevation - Existing SCALE: 1/4" = 1'-0"2 East Exterior Elevation - Existing 137 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1/4" = 1'-0" Detached Garage Exterior Elevations - Existing ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING AE2.2D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 REMOVE LIGHT FIXTURES CUT ALL OVER HANG INCLUDING RAFTERS AT ALL PERIMETER REMOVE AND REPLACE DOORS CLEAN ALL WINDOW FOR REFINISH CLEAN BRICK & GROUT FOR NEW FINISH REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING CUT ALL OVER HANG INCLUDING RAFTERS AT ALL PERIMETER CUT ALL OVER HANG INCLUDING RAFTERS AT ALL PERIMETER REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING CLEAN ALL WINDOW FOR REFINISH CLEAN BRICK & GROUT FOR NEW FINISH REMOVE DOORS CLEAN ALL WINDOW FOR REFINISH REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING CUT ALL OVER HANG INCLUDING RAFTERS AT ALL PERIMETER CLEAN WOOD FOR REFINISH REMOVE DOOR CLEAN ALL WINDOW FOR REFINISH REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING REMOVE & REPLACE PLANTER CUT ALL OVER HANG INCLUDING RAFTERS AT ALL PERIMETER CLEAN FOR REFINISH SCALE: 1/4" = 1'-0"1 North Detached Garage Exterior Elevation - Existing SCALE: 1/4" = 1'-0"2 East Detached Garage Exterior Elevation - Existing SCALE: 1/4" = 1'-0"3 South Detached Garage Exterior Elevation - Existing SCALE: 1/4" = 1'-0"4 West Detached Garage Exterior Elevation - Existing 138 Concrete Paver Driveway Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Concrete Paver Driveway 946.15 (942.8)946GARAGE FLOOR=943.1 LOWER LEVEL FLOOR=942.8 946 948945.7 944.7 946 948 (EX.=942.7) Keenan & Sveiven, Inc. 15119 Minnetonka Blvd. Minnetonka, Minnesota 55345 Telephone 952 475 1229 Facsimile 952 475 1667 D E S I G N · B U I L D Landscape Architecture ZB RESIDENCE2023-12-8 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Landscape Architect under the laws of the State of Minnesota. Architect Name date:0000/00/00 reg. no.00000 date: revisions: drawn: Preliminary Landscape Site Plan L-1 TI 2605 Mapleridge LaneOrono, MN 553312023-12-19 2023-12-28 139 Concrete Paver Driveway Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Concrete Paver Driveway Keenan & Sveiven, Inc. 15119 Minnetonka Blvd. Minnetonka, Minnesota 55345 Telephone 952 475 1229 Facsimile 952 475 1667 D E S I G N · B U I L D Landscape Architecture ZB RESIDENCE2023-12-8 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Landscape Architect under the laws of the State of Minnesota. Architect Name date:0000/00/00 reg. no.00000 date: revisions: drawn: Preliminary Landscape Planting Plan L-2 TI 2605 Mapleridge LaneOrono, MN 553312023-12-19 2023-12-28 140 GSPublisherVersion 1196.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.1/2/2024 1:51 PM S C A L E : 1/4" = 1'-0", 1/32" = 1'-0", 1' = 1'-0" Lower Level Floor Plan - Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A1.0D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 2'-0" x 6'-71/2"3'-0" x 6'-7"3'-41/2" x 6'-71/2"3'-4" x 3'-4" 2'-8" x 6'-9" 2'-10" x 6'-9"3'-0" x 6'-9"3'-0" x 6'-9"2'-8" x 6'-9"2'-8" x 6'-9"3'-0" x 6'-7"19'-9" x 7'-0" 6'-0" x 6'-9" 3'-0" x 6'-9"3'-0" x 6'-9"3'-83/16" x 6'-9"3'-0" x 6'-9"2'-10" x 6'-9"3'-0" x 6'-9"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"Pool Terrace 56'-3" x 37'-5" CHEVY SUBURBAN JEEP CHEROKEE Guest Bedroom 22'-7" x 13'-8" G. Cl. 4'-6" x 7'-8" Gym 19'-10" x 12'-8" Mech. 1 7'-10" x 10'Guest Bath 6'-7" x 9'-8" Kitchenette 9'-7" x 13'-8"U/ Stair Storage 10'-6" x 4'-5" Mech. 2 7'-2" x 6'-6" Mud Room 7'-4" x 15'-8" G.B. Sh. 3'-6" x 9'-8" W.C. 4' x 5'-11" Pool Storage 20'-9" x 10'-6" Laundry 9'-6" x 12'-2" Laun. Hl. 4'-6" x 7'-1" 2 Car Garage 23'-4" x 21'-9" Not Used 8' x 8'-5" Entry 8'-4" x 3'-7" 4'-0"11'-8"11'-8"2'-6"2'-6"3'-6"22'-10" 3'-5" 2'-6"2'-6"0'-101/2"SOFFIT HEATER FURNACE BOILER UTILITY SINK SOFFIT DECK ABOVE (DASHED) DECK ABOVE (DASHED) 5'-1" GAS METER CMU. WALL BOILER 5'4x7'0 2'0x1'6 10'1x2'1 8'3x13'0 3'0x3'0 WATER SOFTENER GLASS 6'7x2'1 CONCRETE STEPS DECK ABOVE (DASHED) 943.3 BRICK WALL RAISED PLANTER BED 945.1 945.6 942.7 GRAVEL BELOW DECK CONCRETE PAVER DRIVEWAY NEW STRUCTURAL BEAM ABOVE IF POSSIBLE, MAKE IT FLUSH TO ALLOW MORE ROOM AT GYM NEW STRUCTURAL HEADER LOAD BEARING WALL (VERIFY) LOAD BEARING WALL (VERIFY) EXISTING WALL TO REMAIN SOFFIT (DROP) 7'-6 1/2" 8'-6" EPOXY OVER CONCRETE 7'-8 3/4" 7'-10 3/4" 6'-9 1/4" 6'-9" 7'-0" 9'-1" 7'-10 1/4" 7'-11 3/4" 5'-1" 7'-11 1/4" 7'-3" 8'-9" 7'-11 1/4" 6'-2" 6'-9 3/4" 7'-5 1/4" 3'-3 1/2" 8'-0 3/4" 5'8x2'1 942.8 942.8 REMOVE LOW WALLS AND FILL OF RAISED PLANTERS/ GRAVEL BEDS NEW CONCRETE WALL WITH STUCCO FINISH WALL TO REMAIN REFINISH STUCCO NEW DOOR WALL TO REMAIN REFINISH STUCCO WALL TO REMAIN REFINISH STUCCO WALL TO REMAIN REFINISH STUCCO WALL TO REMAIN REFINISH STUCCO REMOVE LOW WALLS AND FILL OF RAISED PLANTERS/ GRAVEL BEDS NEW CONCRETE FLOOR NEW CONCRETE FLOOR NEW WALL FINISH WITH STUCCO STRUCTURAL POST STRUCTURAL BEAM FILL WITH BRICK EXPOSED BRICK, FURR WALL BELOW BRICK TO COVER EXPOSED FOUNDATION WALL NEW BIFOLD DOORS NEW DOOR ALL DARKER WALLS INDICATE NEW OR PATCH UP WALLS 10X10 WOOD STAGGERED TIMBER RETAINING WALL LOAD BEARING WALL (VERIFY) LOAD BEARING WALL (VERIFY) NEW GARAGE DOOR PATCH CONCRETE & EPOXY FINISH AS NEEDED PATCH WALL FOR NEW OPENING NEW RELOCATED CONCRETE STEPS & RETAINING BRICK WALL NEW RETAINING BRICK WALL PATCH PAVER AS NEEDED HERE (EXISTING RETAINING WALL REMOVAL) MIRRORED WALL NEW STAIRS ABOVE 5'0x1'10 MECH. AREA ABOVE MECH. AREA ABOVE PRICE THIS LIGHTWELL AS AN ALTERNATE 92'-9 5/8" 945.71 92'-9 5/8" 945.71 SOFFIT 92'-9 5/8" 945.71 10X10 WOOD STAGGERED TIMBER RETAINING WALL ELECTRIC AL PANEL 4'2x2'1 11'1x2'1 STORAGE (VERIFY) TOWELS 3'0x5'6 NEW RELOCATED WALL PROPOSED CONCRETE LINE SEPARATION OF EXISTING & NEW CONCRETE 2'0x1'62'0x1'6 4'6x2'1 WOOD BEAMS NEW STAIRS ABOVE JOISTS(2x10)UP 2 R. @ 6 1/4" 1 T. @ 11 3/4" DN DN 1R. QUEEN BENCH DRYER WASHER UP CANTILEVER LIGHT WELL 8 R. @ 7 7/8" 7 T. @ 12"LIGHT WELL20" SINKVANITY UPLIGHT WELL8 R. @ 7 1/4" 7 T. @ 12" UP 4 R. @ 7" 3 T. @ 12" Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. LINEN DRESSER & TV UP 17 R. @ 6 3/4" 16 T. @ 12"BENCH w/HOOKSUP 11 R. @ 7 1/4" 10 T. @ 12" 1 AE2.0 2 AE2.1 2 AE2.0 1'-91/2"2'-4"1'-91/2"8'-51/4"T.O. FINISHED FLOOR - PORCH 90'-1 1/8" (943.00 CIVIL) T.O. FINISHED FLOOR - PORCH 90'-1 1/8" (943.00 CIVIL) T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) Rec. Area 22' x 15'-5" Dining Area 21'-1" x 10'-1" STONE TILE G.B W.C. 3' x 9'-8" Pool Shower 7'-8" x 3'-7" Pool Bath 10'-10" x 5'-11" P. Entry 7'-3" x 5'-4"2'-713/16" x 4'-31/4"2'-713/16" x 4'-31/4"2'-713/16" x 4'-31/4"2'-10" x 6'-8"18'-0" x 7'-0" 2'-6" x 6'-8"2'-6" x 6'-9"84'-31/4" 4'-93/4"10'-9"4'-01/4"18'-4"6'-43/4"39'-111/2"39'-7"4'-3"4'-9"5'-51/4"9'-81/4"24'-61/4"11'-11/4"2'-6"2'-6"3'-6" 2'-6"2'-6"3'-6"4'-0"ELECT. METER 42" REF/ FRE. RAISE LOW WALL 12" REFINISH STUCCO 945.4 +/- 3'-0" LOW WALL TO REMAIN REFINISH STUCCO CONCRETE STEPS LOAD BEARING WALL (VERIFY) 6'-9 3/4" WALL TO REMAIN TO SUPPORT DECK NEW WALL, FINISHED WITH VERTICAL WOOD SIDING NEW WALL, FINISHED WITH VERTICAL WOOD SIDING REMAINING WALL REFINISH STUCCO 24" DWTRASH NEW RELOCATED DOWNSPOUT NEW TOWN & COUNTRY T.C. ARCHITECTURAL SERIES 7' FIREPLACE FILL IN OPENING (VERIFY IF POSSIBLE) 75" TV ABOVE FIREPLACE NEW WALL FILL UP WALL GLASS ABOVE 48" H. WALL 2'1x14'11 TRASH 48" GRILL PREP. AREA 949.7 950.0 949.8 949.1 FURNACE WATER HEATERS SUMP & RADON DEMO. STEPS & LEVEL FLOOR50" TV BAR ISLAND STORAGE BELOW BOARD GAMES & BLANKET STORAGE 4'0x6'9 RAISE CEILING (VERIFY) OPEN TO ABOVE KEEP EXISTING STONE FLOOR 6'0x3'0 WINE REFRUBBER EXG. STONE WOODTILEWOOD EXG. STONE CONCRETE EPOXY EXG. STONE TILE EXG. STONECONCRETEEXG. STONERUBBERCONCRETEEPOXYGRIDDLE DRAWER 3'6x1'8 BENCH CONCRETE EXG. STONE CONC.TILETILE EXG. STONE OVEN /MICRO.BENCHEXG. CONC.NEW CONC.1 AE2.1 Lower Level Gross A: 4,178.37 sq ft Lower Level Finished A: 2,600.12 sq ft WINE REF 2,987.19 S.F. 4,772.79 S.F. 2,600.12 S.F. 4,178.37 S.F. 1,005.00 S.F. 1,252.98 S.F. 5,587.31 S.F. 10,204.14 S.F. N W E SWinterSummerSummerWinter SCALE: 1/32" = 1'-0"2 Area Calcs. Lower Level - Proposed MAIN LEVEL PROPOSED: FINISHED AREA: GROSS AREA: LOWER LEVEL PROPOSED: FINISHED AREA: GROSS AREA: DETACHED GARAGE PROPOSED: GARAGE ONLY: GROSS AREA: GRAND TOTAL FINISHED: GRAND TOTAL GROSS: AREA CALC ULATIONS :GENERAL NOTES : 1. REMOVE ALL EXTERIOR DOORS AND WINDOWS & REPLACE WITH ULTIMATE MARVIN WINDOWS OR LOEWEN WINDOWS AS INDICATED ON PLAN AND ELEVATIONS. 2. REMOVE ALL ROOFING MATERIALS EXCEPT STRUCTURAL WOOD DECKING, CUT ALL OVERHANGS INCLUDING RAFTERS & ALL ROOF. CREATE NEW OVERHANG WITH 2X10 OVER THE ROOF DECKING. INSULATE WITH FOAM, THE THICKNESS OF NEW JOIST, ADD 3/4" PLYWOOD & INSTALL. INSTALL HI-TEMP ICE & WATER THE ENTIRE ROOF & FINISH WITH STANDING SEAM ROOF. 3. INSTALL 4" BOARDS BETWEEN ROOF RAFTERS, 3/4" FROM THE BOTTOM OF RAFTERS ON THE UNDERSIDE PART OF THE ROOF AT THE COVERED ENTRY & FILL THE EXISTING OPENING WITH NEW ROOF 4. ALL NEW CABINETRY AT MAIN LEVEL: AT KITCHEN, OFFICE, BATHROOMS VANITIES, LINEN CLOSETS. AT LOWER LEVEL: AT KITCHENETTE, LAUNDRY, BATHROOMS, LINEN CLOSETS, MUD ROOM, REC. AREA. NEW CLOSET PACKAGES AT ALL CLOSETS 141 GSPublisherVersion 1196.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.1/2/2024 1:51 PM S C A L E : 1/4" = 1'-0", 1/32" = 1'-0", 1' = 1'-0" Main Level Floor Plan - Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A1.1D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 2'-10" x 7'-31/2"2'-7" x 6'-9"4'-0" x 1'-7"2'-6" x 5'-73/16"2'-8" x 5'-73/16"2'-8" x 5'-73/16"2'-7" x 6'-9"2'-71/2" x 6'-63/4"3'-0" x 6'-9" 2'-10" x 6'-9"2'-10" x 6'-9" 2'-10" x 6'-9"2'-8" x 6'-9"2'-8" x 6'-81/2"2'-8" x 6'-9"2'-8" x 6'-9"2'-4" x 5'-11"2'-4" x 5'-11"2'-4" x 5'-11" 2'-4" x 3'-81/8"2'-4" x 3'-81/8"2'-4" x 3'-81/8" 4'-0" x 6'-0"4'-0" x 4'-1111/16"4'-0" x 3'-113/8"3'-6" x 6'-9"2'-8" x 6'-9"2'-8" x 6'-9"12'-0" x 6'-63/4"2'-8" x 6'-81/2"4'-51/2" x 6'-9" Cl. 2 5'-7" x 7'-3" Bedroom 2 11'-6" x 11'-2" Hallway 20'-7" x 3'-6" Office 7'-6" x 9'-6"Cl. 1 4'-11" x 7'-3"Bedroom 1 12' x 11'-4" Kitchen Area 17' x 24'-1" Pr. Hers 8'-10" x 10'-4" Pr. His 7'-2" x 10'-4" Primary Bathroom 10' x 12'-7" Pr. W.C. 3'-11" x 7'-8" Pri. Hl. 3'-5" x 10'-10" Pr. Ln. 3'-10" x 6'-2" Entry Foyer 10'-6" x 5'-4" 2'6x4'2 9'9x13'0 1'6x12'0 1 AE2.0 2 AE2.1 2 AE2.0 4'-0"4'-0"4'-01/4"48'-7"50'-91/4"0'-8"6'-83/4"5'-0"8'-9" 1'-55/8" 5'-0"5'-47/8"6'-13/8"5'-61/2" 8'-5" 8'-5 1/4" 8'-7 1/4" 8'-11" S.L. 7'0x5'4 2'0x1'6 2'1x5'4 2'1x3'7 7'0x5'4 2'0x1'6 3'9x14'62'1x3'5 2'1x3'5 2'1x12'9 2'1x11'2 7'0x6'8 1'8x2'6 T.P. STO. REMOVE STAIRS AND FILL IN WITH NEW IPE DECKING OR PRICE AN ALTERNATE TO REMOVE ALL DECK & REPLACE WITH NEW BRICK WALL RAISED PLANTER BED CONCRETE PAVER DRIVEWAY GAS METER HANDRAIL ONLY ON THIS SIDE RELOCATE & RECONFIGURE AS NEEDED FOR ACCESS 2'9x6'8 2'0x2'0 2'0x2'0 SHELVES NEW STRUCTURAL BEAM REMOVE WINDOW & PATCH AS NECESSARY 1'8x2'6 NEW ROOF/OVERHANG WOOD BEAMS NEW WOOD FLOORING ON MAIN LEVEL NEW ROOF/OVERHANG 2'1x5'2 NEW ROOF/OVERHANG NEW ROOF/OVERHANG PRICE THIS LIGHTWELL AS AN ALTERNATE NEW WOOD FLOORING CL 75" TV ABOVE FIREPLACE LOUNGERS NEW HANDRAIL 18" WINE STO. WINTER GRILL RAISE & LEVEL EXISTING FLOOR ADD NEW WOOD FLOOR FINISH REMOVE EXISTING DROP SOFFIT AND & EXTEND WOOD CEILING FINISH EXTEND WOOD BOARD CEILING TO HERE TRANSOM SIZE ABOVE REPLACE EXISTING DOWNSPOUT ADD NEW DOWNSPOUT REPLACE EXISTING DOWNSPOUT REPLACE EXISTING DOWNSPOUT POT FILLER REMOVE STAIRS AND PARTIALLY REMOVE WALL, TO KEEP UNDER DECK WALL FOR SUPPORT & INSTALL NEW RAILING PATCH OR REPLACE DECK AS NECESSARY CEILING RIDGE LINE 2'1x3'0 PROVIDE GAS LINE PATCH OR REPLACE DECK AS NECESSARY NEW RAILING ALL DARKER WALLS INDICATE NEW OR PATCH UP WALLS REMOVE EXISTING HEARTH NEW STAIRS AND HANDRAILS ADJUST WIDTH BETWEEN TWO EXISTING POSTS. REGRADE AROUND, TOTAL MAXIMUM HEIGHT IS 30"ADJUST RAILING FOR NEW STAIRS ADJUST RAILING FOR NEW STAIRS DN DN DN DN8 R. @ 7 7/8" 7 T. @ 12" LIGHT WELLLIGHT WELLQUEEN VANITYVANITYQUEEN 36" SINK VANITYTRASHDW48" RANGE36" REF.36" FRID.KING BED ART MAKEUP & VANITYVANITYLIGHT WELLLIGHT WELL 4 R. @ 7" 3 T. @ 12" SHELVES DN DN DN 17 R. @ 6 3/4" 16 T. @ 12" DN11 R. @ 7 1/4" 10 T. @ 12" 2'-8" x 5'-11" 2'-8" x 5'-11"2'-8" x 5'-11" 3'-3" x 7'-61/4" 3'-31/2" x 7'-61/4" 3'-0" x 7'-51/4" 6'-11" S.L. 7'-2" S.L. 9'-7 1/2" S.L. 7'-7 3/4" S.L. 8'-0" S.L.8'-0" S.L. 8'-0" S.L. 8'-0" S.L. T.O. DECK 99'-10 5/8" (952.80 CIVIL) T.O. FLOOR FINISH 100' 0" (952.91 CIVIL) T.O. FLOOR FINISH 100' 0" (952.91 CIVIL) T.O. DECK 100'-1 1/4" (952.8 CIVIL) T.O. FINISHED FLOOR - ENTRY STAIR LANDING 95'-6 3/8" (948.44 CIVIL) W.C. W.C. W.C. Cl. Pool Terrace 56'-3" x 37'-5" Bath 2 5'-10" x 11'-2" Powder 5'-8" x 11'-3" TILE Bath 1 6'-1" x 9'-6"Dining Area 12'-2" x 16'-11" Living Area 13'-8" x 16'-11" Primary Bedroom 20'-3" x 16'-6" Pr. Sh. 5'-7" x 10' Covered Entry Area 15'-7" x 13'-8" Deck 42'-2" x 12'-6" Deck 35'-6" x 13'-3" Deck 30'-2" x 13'-5" Deck 35'-6" x 13'-3" A2.1 3,4 1 AE2.1 3'-0" x 6'-9"2'-4" x 5'-11"2'-4" x 5'-11"2'-4" x 5'-11"2'-4" x 5'-11"2'-4" x 5'-11"2'-8" x 6'-10"2'-3" x 1'-813/16" 2'-2" x 5'-55/8" 4'-01/2" x 2'-43/16" 2'-3" x 1'-813/16" 2'-2" x 5'-55/8"4'-0" x 5'-55/8"3'-4" x 5'-67/8"3'-41/2" x 2'-711/16"2'-6" x 6'-10"3'-4" x 5'-67/8"3'-41/2" x 0'-113/8"6'-11" x 2'-03/4"8'-83/8" x 2'-01/2"8'-83/8" x 2'-01/2" 20'-103/4" x 6'-11"1'-1"84'-31/4" 84'-31/4"1'-8"2'-4" 1'-111/2" 7'-8" S.L. 2'7x2'7 3'0x10'0 2'2x7'6 2'7x5'0 10'0x14'010'0x14'0 2'7x2'7 SHELVES 2'6x5'0 PLANTING BED ELECT. METER NEW STEPS, ADJUST WIDTH BETWEEN TWO EXISTING POSTS. REGRADE AROUND, TOTAL MAXIMUM HEIGHT IS 30" RECONFIGURE FENCE FOR ACCESS CONCRETE STEPS NEW FRONT DOOR VERIFY COLUMN LOCATION VERIFY COLUMN LOCATION TRANSOM WINDOWS SIZES ABOVE EXPOSE EXISTING RAFTERS NEW TILE FLOOR NEW TILE FLOOR A/C UNIT A/C UNIT TRASH RAISE LOW WALL 12" REFINISH STUCCO +/- 3'-0" LOW WALL TO REMAIN REFINISH STUCCO 48" GRILL 10X10 WOOD STAGGERED TIMBER RETAINING WALL 10X10 WOOD STAGGERED TIMBER RETAINING WALL NEW TOWN & COUNTRY T.C. ARCHITECTURAL SERIES 7' FIREPLACE REMOVE EXISTING FIREPLACE TO ALLOW FOR NEW FIREPLACE IN LIVING AREA 65" TV NEW SLIDING DOORS NEW STAIRS 60" GAS TABLE FIREPLACE CL CL CONCRETE STEPS TRANSOM ABOVE (DASHED) ADD NEW DOWNSPOUT ADD NEW DOWNSPOUT NEW STAIRS & RAILING ADJUST RAILING FOR NEW STAIRS REMOVE STAIRS & PARTIALLY REMOVE WALL, TO KEEP UNDER DECK WALL FOR SUPPORT & INSTALL NEW RAILING TRANSOM SIZE ABOVE 8 R. @ 7 1/4" 7 T. @ 12" 43" TV LINEN BENCH 5'7x1'8 STACKED W/D LINEN LINEN 32" TV WOODTILEWOODWOODDECKWOODWOODDECKWOODTILETILE WOOD WOOD DECKWOOD 13 R. @ 6 3/4" 12 T. @ 12"6 R. @ 6 3/8"4 T. @ 12"GRIDDLE DRAWER TILE WOOD FULL HEIGHT CABINET WINE 2'7x5'0 Main Level Gross A: 4,772.79 sq ft Main Level Finished A: 2,987.19 sq ft 2,987.19 S.F. 4,772.79 S.F. 2,600.12 S.F. 4,178.37 S.F. 1,005.00 S.F. 1,252.98 S.F. 5,587.31 S.F. 10,204.14 S.F. N W E SWinterSummerSummerWinter SCALE: 1/32" = 1'-0"2 Area Calcs. Main Level - Proposed GENERAL NOTES : 1. REMOVE ALL EXTERIOR DOORS AND WINDOWS & REPLACE WITH ULTIMATE MARVIN WINDOWS OR LOEWEN WINDOWS AS INDICATED ON PLAN AND ELEVATIONS. 2. REMOVE ALL ROOFING MATERIALS EXCEPT STRUCTURAL WOOD DECKING, CUT ALL OVERHANGS INCLUDING RAFTERS & ALL ROOF. CREATE NEW OVERHANG WITH 2X10 OVER THE ROOF DECKING. INSULATE WITH FOAM, THE THICKNESS OF NEW JOIST, ADD 3/4" PLYWOOD & INSTALL. INSTALL HI-TEMP ICE & WATER THE ENTIRE ROOF & FINISH WITH STANDING SEAM ROOF. 3. INSTALL 4" BOARDS BETWEEN ROOF RAFTERS, 3/4" FROM THE BOTTOM OF RAFTERS ON THE UNDERSIDE PART OF THE ROOF AT THE COVERED ENTRY & FILL THE EXISTING OPENING WITH NEW ROOF 4. ALL NEW CABINETRY AT MAIN LEVEL: AT KITCHEN, OFFICE, BATHROOMS VANITIES, LINEN CLOSETS. AT LOWER LEVEL: AT KITCHENETTE, LAUNDRY, BATHROOMS, LINEN CLOSETS, MUD ROOM, REC. AREA. NEW CLOSET PACKAGES AT ALL CLOSETS MAIN LEVEL PROPOSED: FINISHED AREA: GROSS AREA: LOWER LEVEL PROPOSED: FINISHED AREA: GROSS AREA: DETACHED GARAGE PROPOSED: GARAGE ONLY: GROSS AREA: GRAND TOTAL FINISHED: GRAND TOTAL GROSS: AREA CALC ULATIONS : 142 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1/4" = 1'-0" Exterior Elevations - Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A2.0D a t e : SWANARCHITECTURE Variance Issue December 13, 20238'-103/8"11'-61/4"REFINISH STUCCO TYP. NEW WOOD TRIM AT WINDOWS TYP. NEW STEPS & HANDRAIL. PATCH EXISTING RAILING AS NEEDED PATCH EXISTING RAILING AS NEEDED GRADE AS NEEDED STAIN ALL BRICK TYP. NEW OPEN TOP BONDERIZED SHROUD STAIN ALL MORTAR TYP. NEW WINDOWS LIGHT WELL PATCH BRICK AS NECESSARY NEW LIGHT FIXTURE NEW BOARDS BETWEEN RAFTER PAINTED FINISH NEW WINDOWSNEW WINDOWS NEW NEW LIGHT FIXTURESNEW NEW LIGHT FIXTURES NEW GARAGE DOOR/SIZE PATCH BRICK AS NECESSARY NEW BRICK RETAININGW ALL NEW RECONFIGURED FENCE NEW RETAINING BRICK WALL & CONCRETE STEPS RELOCATED NEW WOOD TRIM AT WINDOWS TYP. ALL NEW EXTERIOR WINDOWS TYP. NEW PERIMETER WOOD BAND TO PATCH CUT RAFTER HOLES NEW INSULATED ROOF SYSTEMNEW STANDING SEAM ROOF NEW GUTTER AND DOWNSPOUT NEW GUTTER AND DOWNSPOUT NEW GUTTER AND DOWNSPOUT NEW VERTICAL WOOD SIDING NEW RAILING & HANDRAIL PATCH WHERE EVER NECESSARY NEW FRONT DOOR T.O. PROPOSED ROOF 112'-4 1/4" T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" T.O. FINISHED FLOOR - ENTRY STAIR LANDING 95'-6 3/8" (948.44 CIVIL) T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL)1'-83/4"8'-103/8"11'-61/4"NEW OPEN TOP BONDERIZED SHROUD STAIN ALL BRICK TYP. NEW STEPS & HANDRAIL. PATCH EXISTING RAILING AS NEEDED GRADE AS NEEDED KEEP PARTIAL WALL FOR DECK SUPPORT REMOVE PART OF WALL PATCH AS NEEDED ALL NEW WOOD TRIM AT WINDOWS TYP. ALL NEW EXTERIOR WINDOWS TYP.NEW RECONFIGURED FENCE REFINISH ALL STUCCO TYP. STAIN ALL MORTAR TYP. NEW WINDOW LIGHT WELLNEW WINDOW LIGHT WELL NEW WINDOWSNEW WINDOWS NEW STAIRS & HANDRAIL. PATCH EXISTING RAILING AS NEEDED NEW GUTTER AND DOWNSPOUT NEW GUTTER AND DOWNSPOUT NEW VERTICAL WOOD SIDING T.O. PROPOSED ROOF 112'-4 1/4" T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) SCALE: 1/4" = 1'-0"1 South Exterior Elevation SCALE: 1/4" = 1'-0"2 West Exterior Elevation 143 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1/4" = 1'-0", 3/4" = 1'-0" Exterior Elevations - Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A2.1D a t e : SWANARCHITECTURE Variance Issue December 13, 20238'-103/8"11'-61/4"STAIN ALL BRICK TYP. ALL NEW EXTERIOR WINDOWS TYP. NEW GUTTER AND DOWNSPOUT PATCH RAILINGS AS NECESSARY ALL NEW WOOD TRIM AT WINDOWS TYP. PATCH BRICK HERE AS NECESSARY NEW STANDING SEAM ROOF NEW LIGHT FIXTURE ALL NEW WOOD TRIM AT WINDOWS TYP.ALL NEW EXTERIOR WINDOWS TYP. NEW OPEN TOP BONDERIZED SHROUD NEW LIGHT FIXTURE ALL NEW INSULATED ROOF SYSTEM NEW PERIMITER WOOD BAND TO PATCH CUT WOOD RAFTERS HOLES STAIN ALL MORTAR TYP. NEW RECONFIGURED FENCE NEW STEPS & HANDRAIL.PATCH EXISTING RAILING AS NEEDED RE-GRADE AS NEEDED NEW LIGHT FIXTURE NEW STAIRS & HANDRAILS PATCH EXISTING RAILING AS NEEDED T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" (964.43 CIVIL) T.O. PROPOSED ROOF 112'-4 1/4" REFINISH ALL STUCCO TYP. NEW STAIRS AND RAILINGS NEW DOOR (SEE FLOOR PLAN) NEW WALL WITH VERTICAL WOOD SIDING REFINISH ALL STUCCO TYP. NEW WALL WITH VERTICAL WOOD SIDING NEW DOWNSPOUT ALL NEW EXTERIOR DOORS TYP. NEW GUTTER NEW DOWNSPOUT NEW TRIM REFINISH ALL STUCCO TYP. REFINISH ALL STUCCO TYP. NEW GRILL AND BUILT IN NEW DOOR (SEE FLOOR PLAN) ALL NEW EXTERIOR WINDOWS TYP. NEW BOARDS BETWEEN RAFTERS PAINTED FINISH ALL NEW WOOD TRIM AT WINDOWS TYP. PATCH BRICK AS NECESSARY STAIN ALL BRICK TYP. STAIN ALL MORTAR TYP. NEW STANDING SEAM ROOF NEW OPEN TOP BONDERIZED SHROUD ALL NEW INSULATED ROOF SYSTEM NEW PERIMITER WOOD BAND TO PATCH CUT WOOD RAFTERS HOLES NEW STAIRS AND RAILINGS NEW GUTTER AND DOWNSPOUT NEW GUTTER AND DOWNSPOUT T.O. FINISHED FLOOR - LOWER LEVEL T.O. PROPOSED ROOF 112'-4 1/4"8'-103/8"11'-61/4"NEW WALL WITH VERTICAL WOOD SIDING NEW CONCRETE WALLS, PATCH AS NEEDED NEW RECONFIGURED FENCE REFINISH STUCCO TYP. RELOCATE STEPS & ADD NEW RETAINING WALLS (SEE FLOOR PLAN) GRADE AS NEEDED NEW STAIRS AND RAILINGS NEW HOT TUB NEW STAIRS & HANDRAILS PATCH EXISTING RAILING AS NEEDED GRADE AS NEEDED KEEP PARTIAL WALL FOR DECK SUPPORT REMOVE PART OF WALL PATCH AS NEEDED NEW WOOD SIDING/COVER T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) SCALE: 1/4" = 1'-0"1 North Exterior Elevation SCALE: 1/4" = 1'-0"2 East Exterior Elevation 3 Roof Eave Detail Existing 4 Roof Eave Detail Proposed 144 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1/4" = 1'-0" Detached Garage Exterior Elevations - Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A2.2D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 FILL WITH WOOD BETWEEN RAFTERS NEW LIGHT FIXTURES NEW INSULATED ROOF SYSTEM STANDING SEAM ROOF PAINT EXISTING WINDOWS NEW WOOD TRIM BAND AROUND THE BUILDING NEW LIGHT FIXTURENEW GARAGE DOOR STAIN BRICK AND MORTAR NEW GARAGE DOOR PAINT EXISTING WINDOW NEW INSULATED ROOF SYSTEM STANDING SEAM FINISH STAIN BRICK AND MORTAR NEW GARAGE DOOR FILL WITH WOOD BETWEEN RAFTERS PAINT EXISTING WINDOWS NEW INSULATED ROOF SYSTEM STANDING SEAM FINISH NEW WOOD TRIM BAND AROUND THE BUILDING PAINT OR STAIN EXISITNG SIDING NEW INSULATED ROOF SYSTEM STANDING SEAM FINISH NEW WOOD TRIM BAND AROUND THE BUILDING PAINT OR STAIN EXISITNG SIDING PAINT EXISTING WINDOWS SCALE: 1/4" = 1'-0"1 North Detached Garage Exterior Elevation - Proposed SCALE: 1/4" = 1'-0"2 East Detached Garage Exterior Elevation - Proposed SCALE: 1/4" = 1'-0"3 South Detached Garage Exterior Elevation - Proposed SCALE: 1/4" = 1'-0"4 West Detached Garage Exterior Elevation - Proposed 145 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1:4.71 3D Views - Existing ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A8.0D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 NOTE: 3D RENDERINGS ARE FOR CONCEPTUAL PURPOSES ONLY; THEY DO NOT REFLECT FINAL BUILD DETAILS AND BY NO MEANS SHALL BE USED AS DESIGN GUIDE FOR CONSTRUCTION. PLEASE REFER TO THE DRAWINGS & OUTLINE SPEC. FOR ALL CONSTRUCTION INFORMATION 146 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1:4.71 3D Views - Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A8.1D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 NOTE: 3D RENDERINGS ARE FOR CONCEPTUAL PURPOSES ONLY; THEY DO NOT REFLECT FINAL BUILD DETAILS AND BY NO MEANS SHALL BE USED AS DESIGN GUIDE FOR CONSTRUCTION. PLEASE REFER TO THE DRAWINGS & OUTLINE SPEC. FOR ALL CONSTRUCTION INFORMATION 147 Council Exhibit B148 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:51 PM S C A L E : 1/4" = 1'-0", 1/32" = 1'-0", 1' = 1'-0" Lower Level Floor Plan - Existing ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING AE1.0D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 Bedroom/Gym 13'-2" x 13'-8" CARPET Water Services 8' x 8'-5" 2 Car Garage 23'-4" x 21'-8" Laundry 7'-2" x 6'-9" Service Area 7'-4" x 15'-8" U/Stairs Storage 10'-6" x 4'-5" Bedroom 2 10'-10" x 13'-5" Bath. 2 6' x 8'-1" Wine Room 10'-10" x 7'-11" Powder 8'-6" x 6'-5" Sh. 2'-8" x 3' Linen 6'-7" x 2'-8" Bar 11' x 11'-1" Family Room 22'-6" x 15' STONE TILE 4 Season Porch 21'-10" x 11'-9" STONE TILE Pool Terrace 56'-3" x 37'-5" CHEVY SUBURBAN JEEP CHE R O K EE Gym Hall 8'-6" x 6'-9" Cedar Closet 8'-11" x 5'-4" 3'-21/4"2'-6"6'-9"2'-4"1'-2"63'-41/2"18'-31/2" 12'-9"4'-0"4'-3"2'-51/2"5'-25/8"0'-3"3'-4"0'-31/2"0'-4"0'-31/2"11'-10" SOFFIT (DROP) SUMP & RADON SOFFIT 11 1/2" SOFFIT (DROP) SOFFIT HEATER 24" BEV. FRIDGE15" ICE MAKERMICROWAVE24" DISHWASHER DRAWER 36"H. COUNTER 42 1/2"H. COUNTER FURNACE BOILER ELECTRICAL PANEL /BREAKER WATER SOFTENER SOFFIT SOFFIT SOFFIT DECK ABOVE (DASHED) 7'-8 3/4" 7'-10 3/4" 6'-9 1/4" 6'-9" 7'-6 1/2" 8'-6 1/2" 7'-10 1/4" 7'-0" 7'-10" 9'-1" 7'-10 1/4" 7'-11 3/4" 8'-0 3/4" 7'-11 3/4" 5'-1" 7'-11 1/4" 7'-3" 8'-9" 7'-11 1/4" 7'-11 1/4" 7'-3 1/4" GAS METER CONC. WALL CMU. WALL BOILER UTILITY SINK DECK ABOVE (DASHED) EPOXY OVER CONCRETE +/- 3'-8" LOW WALL +/- 3'-8" LOW WALL 943.3 STUCCO WALL STUCCO WALL 945.1 945.6 942.7 GRAVEL BELOW DECK GRAVEL BELOW DECK APPROX. DISTANCE 942.8 942.8 6'-2" FLOATING COPPER HEARTH GLASS BLOCK GLASS BLOCK GLASS BLOCK LOAD BEARING WALL (VERIFY) 8'-10" LOAD BEARING WALL (VERIFY) LOAD BEARING WALL (VERIFY) 6'-9 3/4" 6'-9 3/4" 7'-5 1/4" LOAD BEARING WALL (VERIFY) CMU. WOOD BEAMSWOOD BEAMS LOAD BEARING WALL (VERIFY) 3'-3 1/2" CONCRETE STEPS CONCRETE PAVER DRIVEWAY LOAD BEARING WALL (VERIFY)7'-11 1/4" WASHER DRYER LOAD BEARING WALL (VERIFY) HEADER ELECTRIC AL PANEL SOFFIT (SLAB TO JOIST) JOISTS (2x10)JOISTSJOISTS(2x10)UP UP 17 R. @ 6 3/4" 16 T. @ 12" DN UP UP CANTILEVER UP 8 R. @ 7 1/4" 7 T. @ 12" 8 R. @ 7 7/8" 7 T. @ 12" 8 R. @ 7" 7 T. @ 12" 4 R. @ 7" 3 T. @ 12" UP 17 R. @ 6 3/4" 16 T. @ 12" 4 R. @ 7" 3 T. @ 12" 2 R. @ 6 1/4" 1 T. @ 11 3/4" DN 1 AE2.0 2 AE2.1 2 AE2.0 FIREPLACE T.O. FINISHED FLOOR - PORCH 90'-1 1/8" (943.00 CIVIL) T.O. FINISHED FLOOR - PORCH 90'-1 1/8" (943.00 CIVIL) T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) Mechanical/Storage 7'-10" x 23'-3" CONCRETE W.C. 3'-1" x 3'-3" W.C. 3' x 3'-2"39'-7"4'-3"4'-9"12'-51/2"2'-4"84'-31/4" 39'-111/2"4'-93/4"10'-9"4'-01/4"16'-0"8'-83/4"1'-41/4"4'-1"9'-81/4"24'-61/4"8'-111/4"12'-4"1'-71/4"6'-41/2"0'-11"1'-71/4"4'-01/4"9'-81/4"10'-9" 84'-31/4" 9'-9"1'-2"3'-21/4"4'-69/16"2'-315/16"2'-6"2'-5"1'-1"21'-0"1'-1"2'-51/4"4'-911/16"4'-69/16"4'-313/16"1'-2"17'-113/16" 0'-51/2"2'-6"16'-8"5'-4"0'-4"4'-0"M.O.SUMP PUMP 7'-4 1/2" ELECT. METER FLUE STUCCO WALL EXISTING - STUCCO WALL FINISH +/- 3'-0" LOW WALL +/- 3'-0" LOW WALL 945.4 +/- 3'-0" LOW WALL +/- 3'-0" LOW WALL +/- 3'-0" LOW WALL 6'-11" CONCRETE STEPS IPE WOOD TREADS IPE WOOD TREADS CONCRETE STEPS +/- 3'-0" LOW WALL +/- 3'-0" LOW WALL FURNACE WATER HEATERS OPEN TO ABOVE CARPETCONCRETECARPET CONC. CARPET STONE TILE WOOD STONE TILE CARPET TILE CARPET STONE TILE TILE STONE TILE CONCTILEAVE R A G E L A K E S E T B A C K 1 AE2.1 Lower Level Gross A: 3,344.23 sq ft Lower Level Finished A: 2,300.46 sq ft 2,985.01 S.F. 4,636.44 S.F. 2,300.46 S.F. 3,344.23 S.F. 1,005.00 S.F. 1,252.98 S.F. 5,285.47 S.F. 9,233.65 S.F. N W E SWinterSummerSummerWinter SCALE: 1/32" = 1'-0"2 Area Calcs Lower Level - Existing MAIN LEVEL EXISTING: FINISHED AREA: GROSS AREA: LOWER LEVEL EXISTING: FINISHED AREA: GROSS AREA: DETACHED GARAGE EXISTING: GARAGE ONLY: GROSS AREA: GRAND TOTAL FINISHED: GRAND TOTAL GROSS: AREA CALC ULATIONS : 149 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:51 PM S C A L E : 1/4" = 1'-0", 1/32" = 1'-0", 1' = 1'-0" Main Level Floor Plan - Existing ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING AE1.1D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 Bedroom 1 15'-10" x 11'-5" Closet 1 5'-3" x 7'-9" Ln 1'-8" x 3'-3" Office 16'-3" x 11'-1" Primary Bedroom 20'-3" x 16'-6" Pri. Dr. 1 8'-10" x 10'-4" Pri. Dr. 2 8'-11" x 10'-4" Primary Bathroom 22'-6" x 10' Entry Foyer 10'-6" x 5'-4" Bath. 1 12' x 7'-5" W.C. 2'-10" x 3'-3"Shower 4'-2" x 2'-9" Pri. Hl. 3'-5" x 10'-10" 1 AE2.0 2 AE2.1 2 AE2.0 50'-91/4"2'-21/4"2'-21/4"39'-7"4'-3"4'-9"1'-11"1'-1" 4'-8"14'-31/4"23'-31/2"0'-41/2"2'-4"7'-81/4"3'-2"9'-31/2"2'-6" 3'-51/4"3'-71/4"0'-41/2"0'-41/2"0'-41/2"0'-41/2"0'-41/2"0'-41/2" 1'-1" 14'-81/2"18'-03/4"2'-31/4"0'-31/2" 2'-31/4"0'-7"2'-31/4"0'-7"2'-31/2"0'-31/2" 3'-5"14'-8"24'-61/4"1'-1" 4'-1"10'-13/4"3'-0"12'-41/2"4'-01/2"4'-11"15'-31/2" 9'-81/2"6'-11"9'-01/4"15'-111/4"4'-8"6'-0"0'-51/2" 2'-61/8" 0'-31/4"4'-0"8'-83/4"2'-21/4"0'-6"6'-3"6'-0"9'-71/2"3'-2"M.O.14'-113/4" 8'-5" 8'-5 1/4" 8'-7 1/4" 7'-8" 8'-3 1/2" 7'-5" 7'-5" 7'-5" 8'-11" S.L. 6'-8" S.L. 7'-2" S.L. 7'-2" S.L. FLOATING STONE HEARTH GAS FIREPLACE HEADER CONCRETE STEPS CONCRETE PAVER DRIVEWAY STAINELSS STEEL HEARTH LOAD BEARING WALL (VERIFY) LOAD BEARING WALL (VERIFY) PAVERS GAS METER WOOD BEAMS WOOD BEAMS WOOD BEAMS WOOD BEAMS WOOD BEAMS GRAVEL/ROCKS REMOVE EXISTING COUNTERTOP & LEGS POT FILLER EXISTING DOWNSPOUT EXISTING DOWNSPOUT DN DN 8 R. @ 7 7/8" 7 T. @ 12" DN 2R. DN DN DISHWASHER ICE MAKER DOUBLE OVENS DN 17 R. @ 6 3/4" 16 T. @ 12" 17 R. @ 6 3/4" 16 T. @ 12" DN 8 R. @ 7" 7 T. @ 12" 4 R. @ 7" 3 T. @ 12" DN 8 R. @ 7" 7 T. @ 12" 9'-6 1/2" S.L.9'-6 1/2" S.L.9'-6 1/4" S.L.9'-6 1/4" S.L. 6'-11" S.L. 7'-6 1/4" S.L. 6'-10 3/4" B.O.B. 7'-2" S.L.7'-2" S.L. 9'-7 1/2" S.L.9'-7 1/2" S.L. 8'-0" S.L.10'-10 1/2" S.L. 7'-8" S.L.7'-7 3/4" S.L. 7'-7 3/4" S.L. 8'-5" S.L. 8'-0" S.L.8'-0" S.L. 8'-0" S.L. 8'-0" S.L. T.O. FLOOR FINISH 95' 6 3/8" (948.44 CIVIL) T.O. FLOOR FINISH 100' 0" (952.91 CIVIL) T.O. DECK 99'-10 5/8" (952.80 CIVIL) T.O. FLOOR FINISH 100' 0" (952.91 CIVIL) REF/FRZR K-5931-4UExecutive ChefSinksKohler Cast Iron Kitchen 13'-10" x 9'-8" Living Area 25'-10" x 20'-3" Dining 15' x 14'-1" TILEVanity Area 5'-4" x 10' Shower 5'-6" x 4'-9" W.C. 5'-6" x 4'-8" Covered Entry Area 15'-7" x 13'-8" Pool Terrace 56'-3" x 37'-5" A2.1 3,4 1 AE2.1 84'-31/4" 2'-6"28'-01/4"18'-03/4"14'-81/2"20'-113/4" 84'-31/4"1'-41/4"13'-91/4"24'-61/4"8'-111/4"6'-11/4"1'-3"9'-4"0'-37/8"1'-47/8" 4'-5"1'-51/2" 11'-11"3'-3"14'-8"1'-0"13'-43/8"12'-0"3'-93/8"5'-33/4"9'-6" 0'-31/2" 12'-71/2"3'-0"5'-41/4"6'-8"3'-0"3'-3"0'-5"0'-41/4" 0'-1"2'-5"0'-7"2'-5"0'-7"2'-5"0'-71/4" 2'-5"0'-31/2" 6'-3"2'-10"14'-11/2"2'-9"17'-10"2'-01/2"4'-3"4'-9"10'-53/4"0'-111/2"2'-2" FIREPLACE 7'-8" S.L. CONCRETE STEPS IPE WOOD TREADS IPE WOOD TREADS FLUE LOAD BEARING WALL (VERIFY) A/C UNIT A/C UNIT GRAVEL/ROCKS ELECT. METER 65" TV EXISTING DOWNSPOUT BENCH8 R. @ 7 1/4" 7 T. @ 12" CARPET WOOD CARPET WOOD STONEWOODSTONETILETILE STONE TILE STONE TILECARPETTILECARPETWOOD WOOD DECK CARPETWOODDECKAVE R A G E LAKE SETB A C K Main Level Gross A: 4,636.44 sq ft Main Level Finished A: 2,985.01 sq ft 2,985.01 S.F. 4,636.44 S.F. 2,300.46 S.F. 3,344.23 S.F. 1,005.00 S.F. 1,252.98 S.F. 5,285.47 S.F. 9,233.65 S.F. N W E SWinterSummerSummerWinter SCALE: 1/32" = 1'-0"2 Area Calcs Main Level - Existing MAIN LEVEL EXISTING: FINISHED AREA: GROSS AREA: LOWER LEVEL EXISTING: FINISHED AREA: GROSS AREA: DETACHED GARAGE EXISTING: GARAGE ONLY: GROSS AREA: GRAND TOTAL FINISHED: GRAND TOTAL GROSS: AREA CALC ULATIONS : 150 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:51 PM S C A L E : 1/4" = 1'-0", 3/32" = 1'-0", 1' = 1'-0" Detached Garage Floor Plans - Existing & Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING AE1.2D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 JEEP CHEROKEEJEEP CHEROKEEDetached Garage 18'-9" x 28'-8" Detached Garage 20'-1" x 18'-9" CONCRETE B.O. TRUSS 1 AE2.2 2 AE2.2 3 AE2.2 4 AE2.2 40'-1" 39'-91/2"0'-31/2"30'-13/4"8'-103/4"2'-4"9'-11"8'-0"1'-0"14'-81/4"3'-4"1'-111/2"8'-9"2'-7"8'-93/4"10'-0"20'-13/4"10'-0"1'-0"19'-11/2" 8'-0"8'-0"0'-7"0'-31/2"1'-0"1'-0" +/- 3'-0" LOW WALL HIGH WINDOWS VERTICAL WOOD SIDINGVERTICAL WOOD SIDING 8'-4" CONCRETE REMOVE PLANTER BOX 15" HACKBERRY TREE 10" OAK TREE 20" PINE TREE CUT ALL OVERHANG RAFTERS & ROOF CLEAN CONCRETE FOR REFINISH CONCRETE APRON0'-10"0'-2"8'-0"0'-2"0'-10"2'-51/2" 0'-2" 16'-0" 0'-2" 1'-4" CONCRETE PAVER JEEP CHEROKEEJEEP CHEROKEEDetached Garage 18'-9" x 28'-8" Detached Garage 20'-1" x 18'-9" EPOXY OVER CONCRETE 1 AE2.2 2 AE2.2 3 AE2.2 4 AE2.2 NEW PLANTER BOX NEW GARAGE DOOR NEW GARAGE DOOR NEW GARAGE DOOR NEW DOOR CONCRETE APRON Detached Garage Finish A: 1,005.00 sq ft Detached Garage Gross A: 1,252.98 sq ft Detached Garage Finish A: 1,005.00 sq ft Detached Garage Gross A: 1,252.98 sq ft 2,985.01 S.F. 4,636.44 S.F. 2,300.46 S.F. 3,344.23 S.F. 1,005.00 S.F. 1,252.98 S.F. 5,285.47 S.F. 9,233.65 S.F. 2,987.19 S.F. 4,772.79 S.F. 2,600.12 S.F. 4,178.37 S.F. 1,005.00 S.F. 1,252.98 S.F. 5,587.31 S.F. 10,204.14 S.F.NWESWinterSummer SummerWinter SCALE: 1/4" = 1'-0"1 Detached Garage Floor Plan - Existing SCALE: 1/4" = 1'-0"2 Detached Garage Floor Plan - Proposed SCALE: 3/32" = 1'-0"4 Area Calcs. Detached Garage - Proposed SCALE: 3/32" = 1'-0"3 Area Calcs. Detached Garage - Existing MAIN LEVEL EXISTING: FINISHED AREA: GROSS AREA: LOWER LEVEL EXISTING: FINISHED AREA: GROSS AREA: DETACHED GARAGE EXISTING: GARAGE ONLY: GROSS AREA: GRAND TOTAL FINISHED: GRAND TOTAL GROSS: AREA CALCULATIONS : MAIN LEVEL PROPOSED: FINISHED AREA: GROSS AREA: LOWER LEVEL PROPOSED: FINISHED AREA: GROSS AREA: DETACHED GARAGE PROPOSED: GARAGE ONLY: GROSS AREA: GRAND TOTAL FINISHED: GRAND TOTAL GROSS: AREA CALC ULATIONS : 151 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:51 PM S C A L E : 1/4" = 1'-0" Exterior Elevations - Existing ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING AE2.0D a t e : SWANARCHITECTURE Variance Issue December 13, 20238'-103/8"11'-61/4"PARTIALLY REMOVE LOW WALL ABOVE DECK REMOVE AND RECONFIGURE AS NEEDED REMOVE ALL EXTERIOR WINDOWS & REPLACE WITH SIMILAR SIZE WHERE INDICATED REMOVE STEP & PAVER PATH CLEAN ALL BRICK & GROUT FOR REFINISH RECONFIGURE FLUES AS NEEDED FOR NEW FIREPLACES PATCH BRICK AS NEEDED REMOVE LIGHT & PATCH BRICK AS NEEDED REMOVE EXISTING GARAGE DOOR & REPLACE REMOVE RETAINING WALL & RELOCATE PATCH AS NECESSARY REMOVE AND SALVAGE BRICK AS NEEDED REMOVE & RECONFIGURE AS NEEDED CUT ALL OVERHANG INCLUDING RAFTERS AT ALL PARAMETER REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING REMOVE & REPLACE GUTTER & DOWNSPOUT REMOVE STAIRS AND PARTIALLY REMOVE WALL, TO KEEP UNDER DECK WALL FOR SUPPORT & INSTALL NEW RAILING T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" T.O. FINISHED FLOOR - ENTRY STAIR LANDING 95'-6 3/8" (948.44 CIVIL) T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL)1'-83/4"8'-103/8"11'-61/4"CUT ALL OVERHANG INCLUDING RAFTERS AT ALL PARAMETER INVESTIGATE THE EXTENT OF THE WATER LEAK/STAINS /DAMAGE HERE & FIX INSPECT FLASHING & REPLACE AS NEEDED RECONFIGURE FLUES AS NEEDED FOR NEW FIREPLACES REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING REMOVE AND REPLACE GUTTER AND DOWNSPOUT PARTIALLY REMOVE LOW WALL ABOVE DECK REMOVE ALL EXTERIOR WINDOWS AND REPLACE WITH SIMILAR SIZE WHERE INDICATED REMOVE AND RECONFIGURE AS NEEDED CLEAN ALL BRICK & GROUT FOR REFINISH T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) SCALE: 1/4" = 1'-0"1 South Exterior Elevation - Existing SCALE: 1/4" = 1'-0"2 West Exterior Elevation - Existing 152 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1/4" = 1'-0" Exterior Elevations - Existing ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING AE2.1D a t e : SWANARCHITECTURE Variance Issue December 13, 20238'-103/8"11'-61/4"REMOVE AND SALVAGE BRICK AS NEEDED REMOVE AND RECONFIGURE RAILING AS NEEDED PATCH BRICK AS NEEDED REMOVE LIGHTS & PATCH AS NECESSARY CLEAN BRICK & GROUT FOR REFINISH RECONFIGURE FLUES AS NEEDED FOR NEW FIREPLACES REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING CUT ALL OVERHANG INCLUDING RAFTERS AT ALL PARAMETER REMOVE EXISTING GUTTER REMOVE LIGHTS & PATCH AS NECESSARY PARTIALLY REMOVE LOW WALL ABOVE DECK REMOVE & RECONFIGURE RAILING AS NEEDED PARTIALLY REMOVE WALL, TO KEEP UNDER DECK WALL FOR SUPPORT & INSTALL NEW RAILING T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" (964.43 CIVIL) REMOVE & RELOCATE DOWNSPOUT REMOVE ALL EXISTING EXTERIOR DOORS REMOVE & REPLACE GUTTERREMOVE ALL EXTERIOR WINDOWS & REPLACE WITH SIMILAR SIZE WHERE INDICATED REMOVE RETAINING WALLS AND PLANTING BED FILL REMOVE RETAINING WALLS AND PLANTING BED FILL REMOVE RETAINING WALLS AND PLANTING BED FILL REMOVE RETAINING WALLS AND PLANTING BED FILL PATCH OPENING AS NEEDED PATCH BRICK AS NEEDED REMOVE & REPLACE EXTERIOR WINDOWS AS INDICATED ON FLOOR PLAN REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING RECONFIGURE FLUES AS NEEDED FOR NEW FIREPLACES CUT ALL OVERHANG INCLUDING RAFTERS AT ALL PARAMETER REMOVE ALL EXISTING DOORS & REPLACE WITH SIMILAR SIZE REMOVE ALL EXISTING WALLS & RELOCATE PATCH AS NECESSARY REMOVE & REPLACE GUTTER AND DOWNSPOUT T.O. FINISHED FLOOR - LOWER LEVEL 8'-103/8"11'-61/4"REMOVE AND RECONFIGURE AS NEEDED CLEAN ALL BRICK & GROUT FOR REFINISH PARTIALLY REMOVE WALL, TO KEEP UNDER DECK WALL FOR SUPPORT T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) SCALE: 1/4" = 1'-0"1 North Exterior Elevation - Existing SCALE: 1/4" = 1'-0"2 East Exterior Elevation - Existing 153 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1/4" = 1'-0" Detached Garage Exterior Elevations - Existing ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING AE2.2D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 REMOVE LIGHT FIXTURES CUT ALL OVER HANG INCLUDING RAFTERS AT ALL PERIMETER REMOVE AND REPLACE DOORS CLEAN ALL WINDOW FOR REFINISH CLEAN BRICK & GROUT FOR NEW FINISH REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING CUT ALL OVER HANG INCLUDING RAFTERS AT ALL PERIMETER CUT ALL OVER HANG INCLUDING RAFTERS AT ALL PERIMETER REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING CLEAN ALL WINDOW FOR REFINISH CLEAN BRICK & GROUT FOR NEW FINISH REMOVE DOORS CLEAN ALL WINDOW FOR REFINISH REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING CUT ALL OVER HANG INCLUDING RAFTERS AT ALL PERIMETER CLEAN WOOD FOR REFINISH REMOVE DOOR CLEAN ALL WINDOW FOR REFINISH REMOVE ALL ROOF EXCEPT FOR STRUCTURAL DECKING REMOVE & REPLACE PLANTER CUT ALL OVER HANG INCLUDING RAFTERS AT ALL PERIMETER CLEAN FOR REFINISH SCALE: 1/4" = 1'-0"1 North Detached Garage Exterior Elevation - Existing SCALE: 1/4" = 1'-0"2 East Detached Garage Exterior Elevation - Existing SCALE: 1/4" = 1'-0"3 South Detached Garage Exterior Elevation - Existing SCALE: 1/4" = 1'-0"4 West Detached Garage Exterior Elevation - Existing 154 Concrete Paver Driveway Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Concrete Paver Driveway 946.15 (942.8)946GARAGE FLOOR=943.1 LOWER LEVEL FLOOR=942.8 946 948945.7 944.7 946 948 (EX.=942.7) Keenan & Sveiven, Inc. 15119 Minnetonka Blvd. Minnetonka, Minnesota 55345 Telephone 952 475 1229 Facsimile 952 475 1667 D E S I G N · B U I L D Landscape Architecture ZB RESIDENCE2023-12-8 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Landscape Architect under the laws of the State of Minnesota. Architect Name date:0000/00/00 reg. no.00000 date: revisions: drawn: Preliminary Landscape Site Plan L-1 TI 2605 Mapleridge LaneOrono, MN 553312023-12-19 2023-12-28 155 Concrete Paver Driveway Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Concrete Paver Driveway Keenan & Sveiven, Inc. 15119 Minnetonka Blvd. Minnetonka, Minnesota 55345 Telephone 952 475 1229 Facsimile 952 475 1667 D E S I G N · B U I L D Landscape Architecture ZB RESIDENCE2023-12-8 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Landscape Architect under the laws of the State of Minnesota. Architect Name date:0000/00/00 reg. no.00000 date: revisions: drawn: Preliminary Landscape Planting Plan L-2 TI 2605 Mapleridge LaneOrono, MN 553312023-12-19 2023-12-28 156 GSPublisherVersion 1196.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.1/2/2024 1:51 PM S C A L E : 1/4" = 1'-0", 1/32" = 1'-0", 1' = 1'-0" Lower Level Floor Plan - Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A1.0D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 2'-0" x 6'-71/2"3'-0" x 6'-7"3'-41/2" x 6'-71/2"3'-4" x 3'-4" 2'-8" x 6'-9" 2'-10" x 6'-9"3'-0" x 6'-9"3'-0" x 6'-9"2'-8" x 6'-9"2'-8" x 6'-9"3'-0" x 6'-7"19'-9" x 7'-0" 6'-0" x 6'-9" 3'-0" x 6'-9"3'-0" x 6'-9"3'-83/16" x 6'-9"3'-0" x 6'-9"2'-10" x 6'-9"3'-0" x 6'-9"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"2'-8" x 4'-111/8"Pool Terrace 56'-3" x 37'-5" CHEVY SUBURBAN JEEP CHEROKEE Guest Bedroom 22'-7" x 13'-8" G. Cl. 4'-6" x 7'-8" Gym 19'-10" x 12'-8" Mech. 1 7'-10" x 10'Guest Bath 6'-7" x 9'-8" Kitchenette 9'-7" x 13'-8"U/ Stair Storage 10'-6" x 4'-5" Mech. 2 7'-2" x 6'-6" Mud Room 7'-4" x 15'-8" G.B. Sh. 3'-6" x 9'-8" W.C. 4' x 5'-11" Pool Storage 20'-9" x 10'-6" Laundry 9'-6" x 12'-2" Laun. Hl. 4'-6" x 7'-1" 2 Car Garage 23'-4" x 21'-9" Not Used 8' x 8'-5" Entry 8'-4" x 3'-7" 4'-0"11'-8"11'-8"2'-6"2'-6"3'-6"22'-10" 3'-5" 2'-6"2'-6"0'-101/2"SOFFIT HEATER FURNACE BOILER UTILITY SINK SOFFIT DECK ABOVE (DASHED) DECK ABOVE (DASHED) 5'-1" GAS METER CMU. WALL BOILER 5'4x7'0 2'0x1'6 10'1x2'1 8'3x13'0 3'0x3'0 WATER SOFTENER GLASS 6'7x2'1 CONCRETE STEPS DECK ABOVE (DASHED) 943.3 BRICK WALL RAISED PLANTER BED 945.1 945.6 942.7 GRAVEL BELOW DECK CONCRETE PAVER DRIVEWAY NEW STRUCTURAL BEAM ABOVE IF POSSIBLE, MAKE IT FLUSH TO ALLOW MORE ROOM AT GYM NEW STRUCTURAL HEADER LOAD BEARING WALL (VERIFY) LOAD BEARING WALL (VERIFY) EXISTING WALL TO REMAIN SOFFIT (DROP) 7'-6 1/2" 8'-6" EPOXY OVER CONCRETE 7'-8 3/4" 7'-10 3/4" 6'-9 1/4" 6'-9" 7'-0" 9'-1" 7'-10 1/4" 7'-11 3/4" 5'-1" 7'-11 1/4" 7'-3" 8'-9" 7'-11 1/4" 6'-2" 6'-9 3/4" 7'-5 1/4" 3'-3 1/2" 8'-0 3/4" 5'8x2'1 942.8 942.8 REMOVE LOW WALLS AND FILL OF RAISED PLANTERS/ GRAVEL BEDS NEW CONCRETE WALL WITH STUCCO FINISH WALL TO REMAIN REFINISH STUCCO NEW DOOR WALL TO REMAIN REFINISH STUCCO WALL TO REMAIN REFINISH STUCCO WALL TO REMAIN REFINISH STUCCO WALL TO REMAIN REFINISH STUCCO REMOVE LOW WALLS AND FILL OF RAISED PLANTERS/ GRAVEL BEDS NEW CONCRETE FLOOR NEW CONCRETE FLOOR NEW WALL FINISH WITH STUCCO STRUCTURAL POST STRUCTURAL BEAM FILL WITH BRICK EXPOSED BRICK, FURR WALL BELOW BRICK TO COVER EXPOSED FOUNDATION WALL NEW BIFOLD DOORS NEW DOOR ALL DARKER WALLS INDICATE NEW OR PATCH UP WALLS 10X10 WOOD STAGGERED TIMBER RETAINING WALL LOAD BEARING WALL (VERIFY) LOAD BEARING WALL (VERIFY) NEW GARAGE DOOR PATCH CONCRETE & EPOXY FINISH AS NEEDED PATCH WALL FOR NEW OPENING NEW RELOCATED CONCRETE STEPS & RETAINING BRICK WALL NEW RETAINING BRICK WALL PATCH PAVER AS NEEDED HERE (EXISTING RETAINING WALL REMOVAL) MIRRORED WALL NEW STAIRS ABOVE 5'0x1'10 MECH. AREA ABOVE MECH. AREA ABOVE PRICE THIS LIGHTWELL AS AN ALTERNATE 92'-9 5/8" 945.71 92'-9 5/8" 945.71 SOFFIT 92'-9 5/8" 945.71 10X10 WOOD STAGGERED TIMBER RETAINING WALL ELECTRIC AL PANEL 4'2x2'1 11'1x2'1 STORAGE (VERIFY) TOWELS 3'0x5'6 NEW RELOCATED WALL PROPOSED CONCRETE LINE SEPARATION OF EXISTING & NEW CONCRETE 2'0x1'62'0x1'6 4'6x2'1 WOOD BEAMS NEW STAIRS ABOVE JOISTS(2x10)UP 2 R. @ 6 1/4" 1 T. @ 11 3/4" DN DN 1R. QUEEN BENCH DRYER WASHER UP CANTILEVER LIGHT WELL 8 R. @ 7 7/8" 7 T. @ 12"LIGHT WELL20" SINKVANITY UPLIGHT WELL8 R. @ 7 1/4" 7 T. @ 12" UP 4 R. @ 7" 3 T. @ 12" Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. Squeezing point.Keep hands andfingers clear ofthis area. LINEN DRESSER & TV UP 17 R. @ 6 3/4" 16 T. @ 12"BENCH w/HOOKSUP 11 R. @ 7 1/4" 10 T. @ 12" 1 AE2.0 2 AE2.1 2 AE2.0 1'-91/2"2'-4"1'-91/2"8'-51/4"T.O. FINISHED FLOOR - PORCH 90'-1 1/8" (943.00 CIVIL) T.O. FINISHED FLOOR - PORCH 90'-1 1/8" (943.00 CIVIL) T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) Rec. Area 22' x 15'-5" Dining Area 21'-1" x 10'-1" STONE TILE G.B W.C. 3' x 9'-8" Pool Shower 7'-8" x 3'-7" Pool Bath 10'-10" x 5'-11" P. Entry 7'-3" x 5'-4"2'-713/16" x 4'-31/4"2'-713/16" x 4'-31/4"2'-713/16" x 4'-31/4"2'-10" x 6'-8"18'-0" x 7'-0" 2'-6" x 6'-8"2'-6" x 6'-9"84'-31/4" 4'-93/4"10'-9"4'-01/4"18'-4"6'-43/4"39'-111/2"39'-7"4'-3"4'-9"5'-51/4"9'-81/4"24'-61/4"11'-11/4"2'-6"2'-6"3'-6" 2'-6"2'-6"3'-6"4'-0"ELECT. METER 42" REF/ FRE. RAISE LOW WALL 12" REFINISH STUCCO 945.4 +/- 3'-0" LOW WALL TO REMAIN REFINISH STUCCO CONCRETE STEPS LOAD BEARING WALL (VERIFY) 6'-9 3/4" WALL TO REMAIN TO SUPPORT DECK NEW WALL, FINISHED WITH VERTICAL WOOD SIDING NEW WALL, FINISHED WITH VERTICAL WOOD SIDING REMAINING WALL REFINISH STUCCO 24" DWTRASH NEW RELOCATED DOWNSPOUT NEW TOWN & COUNTRY T.C. ARCHITECTURAL SERIES 7' FIREPLACE FILL IN OPENING (VERIFY IF POSSIBLE) 75" TV ABOVE FIREPLACE NEW WALL FILL UP WALL GLASS ABOVE 48" H. WALL 2'1x14'11 TRASH 48" GRILL PREP. AREA 949.7 950.0 949.8 949.1 FURNACE WATER HEATERS SUMP & RADON DEMO. STEPS & LEVEL FLOOR50" TV BAR ISLAND STORAGE BELOW BOARD GAMES & BLANKET STORAGE 4'0x6'9 RAISE CEILING (VERIFY) OPEN TO ABOVE KEEP EXISTING STONE FLOOR 6'0x3'0 WINE REFRUBBER EXG. STONE WOODTILEWOOD EXG. STONE CONCRETE EPOXY EXG. STONE TILE EXG. STONECONCRETEEXG. STONERUBBERCONCRETEEPOXYGRIDDLE DRAWER 3'6x1'8 BENCH CONCRETE EXG. STONE CONC.TILETILE EXG. STONE OVEN /MICRO.BENCHEXG. CONC.NEW CONC.1 AE2.1 Lower Level Gross A: 4,178.37 sq ft Lower Level Finished A: 2,600.12 sq ft WINE REF 2,987.19 S.F. 4,772.79 S.F. 2,600.12 S.F. 4,178.37 S.F. 1,005.00 S.F. 1,252.98 S.F. 5,587.31 S.F. 10,204.14 S.F. N W E SWinterSummerSummerWinter SCALE: 1/32" = 1'-0"2 Area Calcs. Lower Level - Proposed MAIN LEVEL PROPOSED: FINISHED AREA: GROSS AREA: LOWER LEVEL PROPOSED: FINISHED AREA: GROSS AREA: DETACHED GARAGE PROPOSED: GARAGE ONLY: GROSS AREA: GRAND TOTAL FINISHED: GRAND TOTAL GROSS: AREA CALC ULATIONS :GENERAL NOTES : 1. REMOVE ALL EXTERIOR DOORS AND WINDOWS & REPLACE WITH ULTIMATE MARVIN WINDOWS OR LOEWEN WINDOWS AS INDICATED ON PLAN AND ELEVATIONS. 2. REMOVE ALL ROOFING MATERIALS EXCEPT STRUCTURAL WOOD DECKING, CUT ALL OVERHANGS INCLUDING RAFTERS & ALL ROOF. CREATE NEW OVERHANG WITH 2X10 OVER THE ROOF DECKING. INSULATE WITH FOAM, THE THICKNESS OF NEW JOIST, ADD 3/4" PLYWOOD & INSTALL. INSTALL HI-TEMP ICE & WATER THE ENTIRE ROOF & FINISH WITH STANDING SEAM ROOF. 3. INSTALL 4" BOARDS BETWEEN ROOF RAFTERS, 3/4" FROM THE BOTTOM OF RAFTERS ON THE UNDERSIDE PART OF THE ROOF AT THE COVERED ENTRY & FILL THE EXISTING OPENING WITH NEW ROOF 4. ALL NEW CABINETRY AT MAIN LEVEL: AT KITCHEN, OFFICE, BATHROOMS VANITIES, LINEN CLOSETS. AT LOWER LEVEL: AT KITCHENETTE, LAUNDRY, BATHROOMS, LINEN CLOSETS, MUD ROOM, REC. AREA. NEW CLOSET PACKAGES AT ALL CLOSETS 157 GSPublisherVersion 1196.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.1/2/2024 1:51 PM S C A L E : 1/4" = 1'-0", 1/32" = 1'-0", 1' = 1'-0" Main Level Floor Plan - Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A1.1D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 2'-10" x 7'-31/2"2'-7" x 6'-9"4'-0" x 1'-7"2'-6" x 5'-73/16"2'-8" x 5'-73/16"2'-8" x 5'-73/16"2'-7" x 6'-9"2'-71/2" x 6'-63/4"3'-0" x 6'-9" 2'-10" x 6'-9"2'-10" x 6'-9" 2'-10" x 6'-9"2'-8" x 6'-9"2'-8" x 6'-81/2"2'-8" x 6'-9"2'-8" x 6'-9"2'-4" x 5'-11"2'-4" x 5'-11"2'-4" x 5'-11" 2'-4" x 3'-81/8"2'-4" x 3'-81/8"2'-4" x 3'-81/8" 4'-0" x 6'-0"4'-0" x 4'-1111/16"4'-0" x 3'-113/8"3'-6" x 6'-9"2'-8" x 6'-9"2'-8" x 6'-9"12'-0" x 6'-63/4"2'-8" x 6'-81/2"4'-51/2" x 6'-9" Cl. 2 5'-7" x 7'-3" Bedroom 2 11'-6" x 11'-2" Hallway 20'-7" x 3'-6" Office 7'-6" x 9'-6"Cl. 1 4'-11" x 7'-3"Bedroom 1 12' x 11'-4" Kitchen Area 17' x 24'-1" Pr. Hers 8'-10" x 10'-4" Pr. His 7'-2" x 10'-4" Primary Bathroom 10' x 12'-7" Pr. W.C. 3'-11" x 7'-8" Pri. Hl. 3'-5" x 10'-10" Pr. Ln. 3'-10" x 6'-2" Entry Foyer 10'-6" x 5'-4" 2'6x4'2 9'9x13'0 1'6x12'0 1 AE2.0 2 AE2.1 2 AE2.0 4'-0"4'-0"4'-01/4"48'-7"50'-91/4"0'-8"6'-83/4"5'-0"8'-9" 1'-55/8" 5'-0"5'-47/8"6'-13/8"5'-61/2" 8'-5" 8'-5 1/4" 8'-7 1/4" 8'-11" S.L. 7'0x5'4 2'0x1'6 2'1x5'4 2'1x3'7 7'0x5'4 2'0x1'6 3'9x14'62'1x3'5 2'1x3'5 2'1x12'9 2'1x11'2 7'0x6'8 1'8x2'6 T.P. STO. REMOVE STAIRS AND FILL IN WITH NEW IPE DECKING OR PRICE AN ALTERNATE TO REMOVE ALL DECK & REPLACE WITH NEW BRICK WALL RAISED PLANTER BED CONCRETE PAVER DRIVEWAY GAS METER HANDRAIL ONLY ON THIS SIDE RELOCATE & RECONFIGURE AS NEEDED FOR ACCESS 2'9x6'8 2'0x2'0 2'0x2'0 SHELVES NEW STRUCTURAL BEAM REMOVE WINDOW & PATCH AS NECESSARY 1'8x2'6 NEW ROOF/OVERHANG WOOD BEAMS NEW WOOD FLOORING ON MAIN LEVEL NEW ROOF/OVERHANG 2'1x5'2 NEW ROOF/OVERHANG NEW ROOF/OVERHANG PRICE THIS LIGHTWELL AS AN ALTERNATE NEW WOOD FLOORING CL 75" TV ABOVE FIREPLACE LOUNGERS NEW HANDRAIL 18" WINE STO. WINTER GRILL RAISE & LEVEL EXISTING FLOOR ADD NEW WOOD FLOOR FINISH REMOVE EXISTING DROP SOFFIT AND & EXTEND WOOD CEILING FINISH EXTEND WOOD BOARD CEILING TO HERE TRANSOM SIZE ABOVE REPLACE EXISTING DOWNSPOUT ADD NEW DOWNSPOUT REPLACE EXISTING DOWNSPOUT REPLACE EXISTING DOWNSPOUT POT FILLER REMOVE STAIRS AND PARTIALLY REMOVE WALL, TO KEEP UNDER DECK WALL FOR SUPPORT & INSTALL NEW RAILING PATCH OR REPLACE DECK AS NECESSARY CEILING RIDGE LINE 2'1x3'0 PROVIDE GAS LINE PATCH OR REPLACE DECK AS NECESSARY NEW RAILING ALL DARKER WALLS INDICATE NEW OR PATCH UP WALLS REMOVE EXISTING HEARTH NEW STAIRS AND HANDRAILS ADJUST WIDTH BETWEEN TWO EXISTING POSTS. REGRADE AROUND, TOTAL MAXIMUM HEIGHT IS 30"ADJUST RAILING FOR NEW STAIRS ADJUST RAILING FOR NEW STAIRS DN DN DN DN8 R. @ 7 7/8" 7 T. @ 12" LIGHT WELLLIGHT WELLQUEEN VANITYVANITYQUEEN 36" SINK VANITYTRASHDW48" RANGE36" REF.36" FRID.KING BED ART MAKEUP & VANITYVANITYLIGHT WELLLIGHT WELL 4 R. @ 7" 3 T. @ 12" SHELVES DN DN DN 17 R. @ 6 3/4" 16 T. @ 12" DN11 R. @ 7 1/4" 10 T. @ 12" 2'-8" x 5'-11" 2'-8" x 5'-11"2'-8" x 5'-11" 3'-3" x 7'-61/4" 3'-31/2" x 7'-61/4" 3'-0" x 7'-51/4" 6'-11" S.L. 7'-2" S.L. 9'-7 1/2" S.L. 7'-7 3/4" S.L. 8'-0" S.L.8'-0" S.L. 8'-0" S.L. 8'-0" S.L. T.O. DECK 99'-10 5/8" (952.80 CIVIL) T.O. FLOOR FINISH 100' 0" (952.91 CIVIL) T.O. FLOOR FINISH 100' 0" (952.91 CIVIL) T.O. DECK 100'-1 1/4" (952.8 CIVIL) T.O. FINISHED FLOOR - ENTRY STAIR LANDING 95'-6 3/8" (948.44 CIVIL) W.C. W.C. W.C. Cl. Pool Terrace 56'-3" x 37'-5" Bath 2 5'-10" x 11'-2" Powder 5'-8" x 11'-3" TILE Bath 1 6'-1" x 9'-6"Dining Area 12'-2" x 16'-11" Living Area 13'-8" x 16'-11" Primary Bedroom 20'-3" x 16'-6" Pr. Sh. 5'-7" x 10' Covered Entry Area 15'-7" x 13'-8" Deck 42'-2" x 12'-6" Deck 35'-6" x 13'-3" Deck 30'-2" x 13'-5" Deck 35'-6" x 13'-3" A2.1 3,4 1 AE2.1 3'-0" x 6'-9"2'-4" x 5'-11"2'-4" x 5'-11"2'-4" x 5'-11"2'-4" x 5'-11"2'-4" x 5'-11"2'-8" x 6'-10"2'-3" x 1'-813/16" 2'-2" x 5'-55/8" 4'-01/2" x 2'-43/16" 2'-3" x 1'-813/16" 2'-2" x 5'-55/8"4'-0" x 5'-55/8"3'-4" x 5'-67/8"3'-41/2" x 2'-711/16"2'-6" x 6'-10"3'-4" x 5'-67/8"3'-41/2" x 0'-113/8"6'-11" x 2'-03/4"8'-83/8" x 2'-01/2"8'-83/8" x 2'-01/2" 20'-103/4" x 6'-11"1'-1"84'-31/4" 84'-31/4"1'-8"2'-4" 1'-111/2" 7'-8" S.L. 2'7x2'7 3'0x10'0 2'2x7'6 2'7x5'0 10'0x14'010'0x14'0 2'7x2'7 SHELVES 2'6x5'0 PLANTING BED ELECT. METER NEW STEPS, ADJUST WIDTH BETWEEN TWO EXISTING POSTS. REGRADE AROUND, TOTAL MAXIMUM HEIGHT IS 30" RECONFIGURE FENCE FOR ACCESS CONCRETE STEPS NEW FRONT DOOR VERIFY COLUMN LOCATION VERIFY COLUMN LOCATION TRANSOM WINDOWS SIZES ABOVE EXPOSE EXISTING RAFTERS NEW TILE FLOOR NEW TILE FLOOR A/C UNIT A/C UNIT TRASH RAISE LOW WALL 12" REFINISH STUCCO +/- 3'-0" LOW WALL TO REMAIN REFINISH STUCCO 48" GRILL 10X10 WOOD STAGGERED TIMBER RETAINING WALL 10X10 WOOD STAGGERED TIMBER RETAINING WALL NEW TOWN & COUNTRY T.C. ARCHITECTURAL SERIES 7' FIREPLACE REMOVE EXISTING FIREPLACE TO ALLOW FOR NEW FIREPLACE IN LIVING AREA 65" TV NEW SLIDING DOORS NEW STAIRS 60" GAS TABLE FIREPLACE CL CL CONCRETE STEPS TRANSOM ABOVE (DASHED) ADD NEW DOWNSPOUT ADD NEW DOWNSPOUT NEW STAIRS & RAILING ADJUST RAILING FOR NEW STAIRS REMOVE STAIRS & PARTIALLY REMOVE WALL, TO KEEP UNDER DECK WALL FOR SUPPORT & INSTALL NEW RAILING TRANSOM SIZE ABOVE 8 R. @ 7 1/4" 7 T. @ 12" 43" TV LINEN BENCH 5'7x1'8 STACKED W/D LINEN LINEN 32" TV WOODTILEWOODWOODDECKWOODWOODDECKWOODTILETILE WOOD WOOD DECKWOOD 13 R. @ 6 3/4" 12 T. @ 12"6 R. @ 6 3/8"4 T. @ 12"GRIDDLE DRAWER TILE WOOD FULL HEIGHT CABINET WINE 2'7x5'0 Main Level Gross A: 4,772.79 sq ft Main Level Finished A: 2,987.19 sq ft 2,987.19 S.F. 4,772.79 S.F. 2,600.12 S.F. 4,178.37 S.F. 1,005.00 S.F. 1,252.98 S.F. 5,587.31 S.F. 10,204.14 S.F. N W E SWinterSummerSummerWinter SCALE: 1/32" = 1'-0"2 Area Calcs. Main Level - Proposed GENERAL NOTES : 1. REMOVE ALL EXTERIOR DOORS AND WINDOWS & REPLACE WITH ULTIMATE MARVIN WINDOWS OR LOEWEN WINDOWS AS INDICATED ON PLAN AND ELEVATIONS. 2. REMOVE ALL ROOFING MATERIALS EXCEPT STRUCTURAL WOOD DECKING, CUT ALL OVERHANGS INCLUDING RAFTERS & ALL ROOF. CREATE NEW OVERHANG WITH 2X10 OVER THE ROOF DECKING. INSULATE WITH FOAM, THE THICKNESS OF NEW JOIST, ADD 3/4" PLYWOOD & INSTALL. INSTALL HI-TEMP ICE & WATER THE ENTIRE ROOF & FINISH WITH STANDING SEAM ROOF. 3. INSTALL 4" BOARDS BETWEEN ROOF RAFTERS, 3/4" FROM THE BOTTOM OF RAFTERS ON THE UNDERSIDE PART OF THE ROOF AT THE COVERED ENTRY & FILL THE EXISTING OPENING WITH NEW ROOF 4. ALL NEW CABINETRY AT MAIN LEVEL: AT KITCHEN, OFFICE, BATHROOMS VANITIES, LINEN CLOSETS. AT LOWER LEVEL: AT KITCHENETTE, LAUNDRY, BATHROOMS, LINEN CLOSETS, MUD ROOM, REC. AREA. NEW CLOSET PACKAGES AT ALL CLOSETS MAIN LEVEL PROPOSED: FINISHED AREA: GROSS AREA: LOWER LEVEL PROPOSED: FINISHED AREA: GROSS AREA: DETACHED GARAGE PROPOSED: GARAGE ONLY: GROSS AREA: GRAND TOTAL FINISHED: GRAND TOTAL GROSS: AREA CALC ULATIONS : 158 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1/4" = 1'-0" Exterior Elevations - Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A2.0D a t e : SWANARCHITECTURE Variance Issue December 13, 20238'-103/8"11'-61/4"REFINISH STUCCO TYP. NEW WOOD TRIM AT WINDOWS TYP. NEW STEPS & HANDRAIL. PATCH EXISTING RAILING AS NEEDED PATCH EXISTING RAILING AS NEEDED GRADE AS NEEDED STAIN ALL BRICK TYP. NEW OPEN TOP BONDERIZED SHROUD STAIN ALL MORTAR TYP. NEW WINDOWS LIGHT WELL PATCH BRICK AS NECESSARY NEW LIGHT FIXTURE NEW BOARDS BETWEEN RAFTER PAINTED FINISH NEW WINDOWSNEW WINDOWS NEW NEW LIGHT FIXTURESNEW NEW LIGHT FIXTURES NEW GARAGE DOOR/SIZE PATCH BRICK AS NECESSARY NEW BRICK RETAININGW ALL NEW RECONFIGURED FENCE NEW RETAINING BRICK WALL & CONCRETE STEPS RELOCATED NEW WOOD TRIM AT WINDOWS TYP. ALL NEW EXTERIOR WINDOWS TYP. NEW PERIMETER WOOD BAND TO PATCH CUT RAFTER HOLES NEW INSULATED ROOF SYSTEMNEW STANDING SEAM ROOF NEW GUTTER AND DOWNSPOUT NEW GUTTER AND DOWNSPOUT NEW GUTTER AND DOWNSPOUT NEW VERTICAL WOOD SIDING NEW RAILING & HANDRAIL PATCH WHERE EVER NECESSARY NEW FRONT DOOR T.O. PROPOSED ROOF 112'-4 1/4" T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" T.O. FINISHED FLOOR - ENTRY STAIR LANDING 95'-6 3/8" (948.44 CIVIL) T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL)1'-83/4"8'-103/8"11'-61/4"NEW OPEN TOP BONDERIZED SHROUD STAIN ALL BRICK TYP. NEW STEPS & HANDRAIL. PATCH EXISTING RAILING AS NEEDED GRADE AS NEEDED KEEP PARTIAL WALL FOR DECK SUPPORT REMOVE PART OF WALL PATCH AS NEEDED ALL NEW WOOD TRIM AT WINDOWS TYP. ALL NEW EXTERIOR WINDOWS TYP.NEW RECONFIGURED FENCE REFINISH ALL STUCCO TYP. STAIN ALL MORTAR TYP. NEW WINDOW LIGHT WELLNEW WINDOW LIGHT WELL NEW WINDOWSNEW WINDOWS NEW STAIRS & HANDRAIL. PATCH EXISTING RAILING AS NEEDED NEW GUTTER AND DOWNSPOUT NEW GUTTER AND DOWNSPOUT NEW VERTICAL WOOD SIDING T.O. PROPOSED ROOF 112'-4 1/4" T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) SCALE: 1/4" = 1'-0"1 South Exterior Elevation SCALE: 1/4" = 1'-0"2 West Exterior Elevation 159 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1/4" = 1'-0", 3/4" = 1'-0" Exterior Elevations - Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A2.1D a t e : SWANARCHITECTURE Variance Issue December 13, 20238'-103/8"11'-61/4"STAIN ALL BRICK TYP. ALL NEW EXTERIOR WINDOWS TYP. NEW GUTTER AND DOWNSPOUT PATCH RAILINGS AS NECESSARY ALL NEW WOOD TRIM AT WINDOWS TYP. PATCH BRICK HERE AS NECESSARY NEW STANDING SEAM ROOF NEW LIGHT FIXTURE ALL NEW WOOD TRIM AT WINDOWS TYP.ALL NEW EXTERIOR WINDOWS TYP. NEW OPEN TOP BONDERIZED SHROUD NEW LIGHT FIXTURE ALL NEW INSULATED ROOF SYSTEM NEW PERIMITER WOOD BAND TO PATCH CUT WOOD RAFTERS HOLES STAIN ALL MORTAR TYP. NEW RECONFIGURED FENCE NEW STEPS & HANDRAIL.PATCH EXISTING RAILING AS NEEDED RE-GRADE AS NEEDED NEW LIGHT FIXTURE NEW STAIRS & HANDRAILS PATCH EXISTING RAILING AS NEEDED T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" (964.43 CIVIL) T.O. PROPOSED ROOF 112'-4 1/4" REFINISH ALL STUCCO TYP. NEW STAIRS AND RAILINGS NEW DOOR (SEE FLOOR PLAN) NEW WALL WITH VERTICAL WOOD SIDING REFINISH ALL STUCCO TYP. NEW WALL WITH VERTICAL WOOD SIDING NEW DOWNSPOUT ALL NEW EXTERIOR DOORS TYP. NEW GUTTER NEW DOWNSPOUT NEW TRIM REFINISH ALL STUCCO TYP. REFINISH ALL STUCCO TYP. NEW GRILL AND BUILT IN NEW DOOR (SEE FLOOR PLAN) ALL NEW EXTERIOR WINDOWS TYP. NEW BOARDS BETWEEN RAFTERS PAINTED FINISH ALL NEW WOOD TRIM AT WINDOWS TYP. PATCH BRICK AS NECESSARY STAIN ALL BRICK TYP. STAIN ALL MORTAR TYP. NEW STANDING SEAM ROOF NEW OPEN TOP BONDERIZED SHROUD ALL NEW INSULATED ROOF SYSTEM NEW PERIMITER WOOD BAND TO PATCH CUT WOOD RAFTERS HOLES NEW STAIRS AND RAILINGS NEW GUTTER AND DOWNSPOUT NEW GUTTER AND DOWNSPOUT T.O. FINISHED FLOOR - LOWER LEVEL T.O. PROPOSED ROOF 112'-4 1/4"8'-103/8"11'-61/4"NEW WALL WITH VERTICAL WOOD SIDING NEW CONCRETE WALLS, PATCH AS NEEDED NEW RECONFIGURED FENCE REFINISH STUCCO TYP. RELOCATE STEPS & ADD NEW RETAINING WALLS (SEE FLOOR PLAN) GRADE AS NEEDED NEW STAIRS AND RAILINGS NEW HOT TUB NEW STAIRS & HANDRAILS PATCH EXISTING RAILING AS NEEDED GRADE AS NEEDED KEEP PARTIAL WALL FOR DECK SUPPORT REMOVE PART OF WALL PATCH AS NEEDED NEW WOOD SIDING/COVER T.O. FINISHED FLOOR - MAIN LEVEL 100'-0" (952.91 CIVIL) T.O. EXISTING ROOF 111'-6 1/4" T.O. FINISHED FLOOR - LOWER LEVEL 91'-1 5/8" (944.05 CIVIL) SCALE: 1/4" = 1'-0"1 North Exterior Elevation SCALE: 1/4" = 1'-0"2 East Exterior Elevation 3 Roof Eave Detail Existing 4 Roof Eave Detail Proposed 160 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1/4" = 1'-0" Detached Garage Exterior Elevations - Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A2.2D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 FILL WITH WOOD BETWEEN RAFTERS NEW LIGHT FIXTURES NEW INSULATED ROOF SYSTEM STANDING SEAM ROOF PAINT EXISTING WINDOWS NEW WOOD TRIM BAND AROUND THE BUILDING NEW LIGHT FIXTURENEW GARAGE DOOR STAIN BRICK AND MORTAR NEW GARAGE DOOR PAINT EXISTING WINDOW NEW INSULATED ROOF SYSTEM STANDING SEAM FINISH STAIN BRICK AND MORTAR NEW GARAGE DOOR FILL WITH WOOD BETWEEN RAFTERS PAINT EXISTING WINDOWS NEW INSULATED ROOF SYSTEM STANDING SEAM FINISH NEW WOOD TRIM BAND AROUND THE BUILDING PAINT OR STAIN EXISITNG SIDING NEW INSULATED ROOF SYSTEM STANDING SEAM FINISH NEW WOOD TRIM BAND AROUND THE BUILDING PAINT OR STAIN EXISITNG SIDING PAINT EXISTING WINDOWS SCALE: 1/4" = 1'-0"1 North Detached Garage Exterior Elevation - Proposed SCALE: 1/4" = 1'-0"2 East Detached Garage Exterior Elevation - Proposed SCALE: 1/4" = 1'-0"3 South Detached Garage Exterior Elevation - Proposed SCALE: 1/4" = 1'-0"4 West Detached Garage Exterior Elevation - Proposed 161 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1:4.71 3D Views - Existing ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A8.0D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 NOTE: 3D RENDERINGS ARE FOR CONCEPTUAL PURPOSES ONLY; THEY DO NOT REFLECT FINAL BUILD DETAILS AND BY NO MEANS SHALL BE USED AS DESIGN GUIDE FOR CONSTRUCTION. PLEASE REFER TO THE DRAWINGS & OUTLINE SPEC. FOR ALL CONSTRUCTION INFORMATION 162 GSPublisherVersion 1171.29.29.3 Printing Date:File Location: BIMcloud: SwanBimCloud 27 - BIMcloud Basic for Archicad 27/Zuendel Borrel_2315 COPYRIGHT SWAN ARCHITECTURE, LTD.12/8/2023 3:52 PM S C A L E : 1:4.71 3D Views - Proposed ZB Residence 2605 Mapleridge Ln. Orono, MN. 55331 DRAWING A8.1D a t e : SWANARCHITECTURE Variance Issue December 13, 2023 NOTE: 3D RENDERINGS ARE FOR CONCEPTUAL PURPOSES ONLY; THEY DO NOT REFLECT FINAL BUILD DETAILS AND BY NO MEANS SHALL BE USED AS DESIGN GUIDE FOR CONSTRUCTION. PLEASE REFER TO THE DRAWINGS & OUTLINE SPEC. FOR ALL CONSTRUCTION INFORMATION 163 Minutes Planning Commission Regular Meeting Tuesday, January 16, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 3 of 4 supported the redesign of the driveway and the existing structures in the bluff but not new encroachment in the bluff. Bollis moved, Libby seconded, to deny LA23-000065, 4423 North Shore Drive, Variances as applied but noted that there is support for the driveway changes, the house and the existing bluff encroachments. VOTE: Ayes: 3, Nays 1 (Erickson). 4.4 LA23-000066, Hendel Homes, 2605 Mapleridge Lane, Variance The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the application as applied. The Planning Commission discussed the item and asked questions of staff and the applicant, Rick Hendel of Hendel Homes. Chair Bollis opened the public hearing at 7:24 p.m. There were no public comments. Chair Bollis closed the public hearing at 7:24 p.m. Commissioners agreed with the staff recommendation, calling it a minimal increase that does not change the location of the house. McCutcheon moved, Erickson seconded, to approve LA23-000066, 2605 Mapleridge Lane, Variance as applied. VOTE: Ayes: 4, Nays 0. 4.5 LA23-000068, Murphy & Co. Design o/b/o 3400 Fox Street Trust, 3400 Fox Street, Average Lakeshore Setback Variances The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the application for variances. Staff said the applicant had made a small change to the garage orientation and plans should be amended prior to City Council consideration. The Planning Commission discussed the item and asked questions of staff and the applicant, TJ Majdecki of Murphy & Co Design. Chair Bollis opened the public hearing at 7:31 p.m. There were no public comments. Chair Bollis closed the public hearing at 7:31 p.m. Commissioners concurred with the staff recommendation. 164 Minutes Planning Commission Regular Meeting Tuesday, January 16, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 4 of 4 McCutcheon moved, Libby seconded, to approve LA23-000068, 3400 Fox Street, Average Lakeshore Setback Variances as applied with the staff direction to update the plans. VOTE: Ayes: 4, Nays 0. 5. NEW BUSINESS 5.1. LA23-000067, Lakewest, LLC, 3245 Wayzata Blvd W, Concept Plan The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and provide non-binding feedback on a proposed condo development for 156 units in seven buildings with underground parking. Staff said the proposal will need a comprehensive plan amendment and rezoning, blending two levels of density on the site. The Planning Commission discussed the item and asked questions of staff and the applicants, Curt Fretham and Kelsey Thompson of Lake West Development. Commissioners said the plan is unique, fills a need for single-level housing for seniors and is an improvement over some of the plans for the site that have been seen in the past. The developer should consider the width of cul-de-sacs to accommodate fire vehicles. It is a good spot for a multi-family development, but it might be necessary to consider a lower speed limit at that point on Wayzata Blvd. Commissioners liked the underground parking. 6. COUNCIL UPDATE Community Development Director Laura Oakden updated the Commissioners noting the City Council reviewed a retaining wall variance, a new home on Casco and the Spruce Place vacation of easement. The City Council approved all but took the recommendation of the Planning Commission to maintain a drainage easement on the Spruce Place vacation. 7. ADJOURNMENT Libby moved, McCutcheon seconded, to adjourn the Planning Commission Meeting at 8:25 p.m. to February 20, 2024. VOTE: Ayes 4, Nays 0. ATTEST: _________________________________________ Christopher Bollis, Chair 165 Item No.: 19 Date: February 12, 2024 Presenter: Melanie Curtis Presenter: Planner Section:Consent Agenda Title: LA23-000064, Brent Walton, 2405 Dunwoody Ave, Hardcover Variance - Resolution No. 7447 1.Purpose: The purpose of this application is to review a hardcover variance in order to construct a garage addition over existing hardcover on the property. 2.MN§15.99 Application Deadline: This application was received on November 9, 2023, and considered to be complete on November 15th. Due to the lack of a Planning Commission meeting in December, the 60-day application review deadline has been extended an additional 60-days and will expire on March 14, 2024. 3.Background: The applicant is proposing to construct an attached garage addition over the existing driveway hardcover. Because the property exceeds 25% hardcover, a hardcover variance is required to convert the driveway hardcover to building hardcover. The proposal also results in a 155 square foot reduction in hardcover. Please refer to Exhibit A for a full analysis and background. 4.Planning Commission Vote and Comment: On January 16th, the Planning Commission held a public hearing and reviewed the variance request. There was no one present from the public to provide comment on the application. The Commission voted 4 to 0 on a motion to approve the requested hardcover variance. Please refer to the January 16th Planning Commission staff report for a full background and analysis. 5.Staff Recommendation: Finding that the variance is supported by practical difficulty, Planning Staff recommends approval of the hardcover variance resulting in an overall reduction in hardcover to allow the addition. Planning Commission Action Requested Planning Commission should make a motion to recommend approval of the variance as applied. AGENDA ITEM COUNCIL ACTION REQUESTED Council should adopt Resolution No. 7447. Exhibits Exhibit A - Draft Resol 7447 Exhibit B - Proposed Plans Exhibit C - Draft PC Min Exhibit D - Aerial Photo 166 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7447 1 A RESOLUTION APPROVING A VARIANCE FROM MUNICIPAL ZONING CODE SECTION 78-1700 FILE NO. LA23-000064 WHEREAS, on November 9, 2023, Brent Waldron (“Applicant”), applied for a variance from the City Code for the property addressed 2405 Dunwoody Avenue and legally described as: That part of Lot 2, Block 8, Townsite of Langdon Park, described as follows: Beginning at a point in the Northeasterly line of said Lot 2, distant 5.00 feet southeasterly from the Northeast corner of said Lot 2, thence southwesterly parallel with the Southeasterly line of said Lot 2 to the shore of Lake Minnetonka, thence southeasterly along said shore to the Southeasterly line of said Lot 2, thence northeasterly along said Southeasterly line to the most Easterly corner of said Lot 2, thence northwesterly along the Northeasterly line of said Lot 2 to the point of beginning, 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 78-1700 to allow the construction of an addition to the home over the existing driveway hardcover which exceeds 25%; and WHEREAS, on January 16, 2024, 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 January 16, 2024, the Planning Commission recommended approval of the variance by a 4 to 0 vote; and WHEREAS, on February 12, 2024, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; 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: 167 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7447 2 FINDINGS OF FACT: A1. 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-1C, One Family Lakeshore Residential Zoning District. A3. The Property contains 0.3 acres in area and has a defined lot width of 50 feet. A4. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater Quality Overlay District. The Property currently has a hardcover level of 33.5% A5. The Applicant has applied for a Hardcover Variance. A6. City Code Section 78-72 allows for the administrative approval of relocation or a change to an existing legal nonconforming use. However, the request to change the driveway hardcover to structural/building hardcover, increasing the mass of the nonconformity, cannot be approved administratively. A7. The Applicant’s plan reflects a 155 square-foot reduction in hardcover resulting in a proposed total of 32.3%. A8. 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 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 hardcover variance resulting in a reduction of legally nonconforming hardcover is in harmony with the ordinance. B2. “Variances shall only be permitted . . . when the variances are consistent with the comprehensive plan.” The requested variance results in a reduction of hardcover which is consistent with the goals within the Comprehensive Plan. 168 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7447 3 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 convert the existing hardcover to a home addition while reducing the hardcover percentage is reasonable and is not permitted administratively. b. The plight of the landowner is due to circumstances unique to his property not created by the landowner. The existing hardcover level, shape and size of the Property, and location of the existing improvements were not created by the owner; and c. The variance, if granted, will not alter the essential character of the locality.” The hardcover variance to permit the construction of a home addition and reduce the overall hardcover level will not alter the essential character of the area. 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 home addition is an allowed use in the LR- 1C 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 existing hardcover level, shape and size of the Property, and location of the existing improvements are unique to the Property. B9. “The conditions do not apply generally to other land or structures in the district in which the land is located.” The specific conditions do not apply to many of the neighboring properties. 169 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7447 4 B10. “The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant.” The variance is necessary to preserve the owner’s property rights. This criterion is met. 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.” This criterion is met. B12. “The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty.” The requested variance is necessary and is not merely a convenience to the owner. 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 78-1700 to allow the construction of a 24’ x 24.3’ attached garage addition over the existing driveway hardcover, subject to the following conditions: C1. Council approval is based on the entire record and the above Findings. C2. The approved project shall conform to the survey dated 08/22/18 and revised on 09/11/2018 by Gronberg and Associates and the 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 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 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 (February 12, 2025). 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. 170 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7447 5 ADOPTED by the Orono City Council on this 12th day of February, 2024. CITY OF ORONO: ________________________________ Dennis Walsh, Mayor ATTEST: _______________________________ Christine Lusian, City Clerk 171 51.55.55fftDriveway to be removed172 0DLQ/HYHO)ORRU *DUDJH)ORRU 8SSHU/HYHO)ORRU 0DLQ/HYHO&OJ 8SSHU/HYHO&OJ 1(:$'',7,21(;,67,1*(;67 *$63+$/76+,1*/(6(;67 *$63+$/76+,1*/(6(;67 *$63+$/76+,1*/(6(;67 *$63+$/76+,1*/(61(:$63+$/76+,1*/(6720$7&+(;67 *1(:$63+$/76+,1*/(6720$7&+(;67 *(;67 *6,',1*(;67 *6,',1*(;67 *6,',1*(;67 *6,',1*1(:6,',1*720$7&+(;67 *1(:6,',1*720$7&+(;67 *0DLQ/HYHO)ORRU *DUDJH)ORRU 8SSHU/HYHO)ORRU 0DLQ/HYHO&OJ 8SSHU/HYHO&OJ )9(;67 *)9(;67 *0$7&+0$7&+1(:6,',1*720$7&+(;67 *1(:6,',1*720$7&+(;67 *1(:6,',1*720$7&+(;67 *(;67 *6,',1*(;67 *6,',1*0DLQ/HYHO)ORRU %DVHPHQW/HYHO&OJ *DUDJH)ORRU 8SSHU/HYHO)ORRU 0DLQ/HYHO&OJ 8SSHU/HYHO&OJ 1(:$'',7,21(;,67,1*(;67 *$63+$/76+,1*/(6(;67 *$63+$/76+,1*/(61(:$63+$/76+,1*/(6720$7&+(;67 *1(:$63+$/76+,1*/(6720$7&+(;67 *(;67 *6,',1*(;67 *6,',1*1(:6,',1*720$7&+(;67 * $)5217(/(9$7,212)),&( _)$; &(// _(0$,/ PLNHE#EHKUGHVLJQFRP6+((712'$7( '5$:1%< F%(+5'(6,*1,1&7+,6'5$:,1*$1''(6,*1/$<287,63527(&7('81'(567$7($1')('(5$/&23<5,*+7/$:6,70$<127%(5(352'8&('2586(')25$1<385326(:,7+28735,25:5,77(1&216(17)520%(+5'(6,*1,1&352-(&7),/( %(+5'(6,*1,1&125,76(03/2<((6$6680($1<5(63216,%,/,7<)259$5,286&216758&7,217(&+1,48(6$1'2548$/,7<2)0$7(5,$/6$1':25.0$16+,35(6,'(17,$/'(6,*1(5625'5$)763(56216$5(127(1*,1((56%(+5'(6,*1,1&5(&200(1'67+$7$48$/,),('/,&(16('6758&785$/(1*,1((5%(5(7$,1('72,1685(7+(6758&785$/,17(*5,7<2)$//%8,/',1*6%($06$1'6758&785$/0(0%(5663(&,),('217+(6(3/$16$5()25%,'385326(21/<$1'6+28/'%(6,=('%<7+(0$18)$&785(56(1*,1((5,1*67$))$1'25$/,&(16('(1*,1((56,=(62)0$7(5,$/6$1'352'8&7663(&,),('217+(6(3/$165()/(&7$&&(37(',1'8675<67$1'$5'6$1',112:$<,1',&$7($63(&,),&0$18)$&785(581/(665(48(67('%<7+(&/,(17,17+(&$6(2)'2256$1':,1'2:6*(1(5,&6,=(6$5(63(&,),('81/(66127('27+(5:,6($1',7,6$6680('7+$77+(6833/,(5:,//%,'$1'86(7+(&/26(676,=($9$,/$%/(7+(*(1(5$/&2175$&725$1'25+20(2:1(56+$//$6680()8//5(63216,%,/,7<)257+(&+(&.,1*$1'9(5,),&$7,212)',0(16,216'(7$,/6$1'127(6$6:(//$6&216758&7,217(&+1,48(663(&,),&$7,2166758&785$/$1'256$)(7<5(48,5(0(176$1'&21)250,7<72$//)('(5$/67$7($1'/2&$/%8,/',1*&2'(6/$:6$1'25',1$1&(6+20(6:+,&+$5(72%(&216758&7(',1$5($67+$7$5(68%-(&772(;75$25',1$5<6(,60,&:,1'612:)$//&2/'25)/22',668(66+28/'%((1*,1((5('$1',163(&7('%<$&216758&7,21352)(66,21$/)$0,/,$5:,7+7+(3$57,&8/$5&21',7,2162)7+$75(*,217+(6(3/$166+$//5(0$,17+(3523(57<2)%(+5'(6,*1,1&6+$//127%(&23,('255(352'8&(':,7+2877+(:5,77(1&216(172)%(+5'(6,*1,1&257+(&/,(17)25:+,&+7+(<:(5(35(3$5(')25$([W(OHYDWLRQV4'06#.610'5+&'0%'FHNI70911&;8'07'4101XODV&/35(/, 0,1$ 5<127) 2 5& 2167 58&7, 21 )25%,'',1*385326(621/< $/()76,'((/(9$7,21 $5($5(/(9$7,21173 $ 675,3)227,1* [G&217675,3)227,1* ;G&217;;G&21&3,/(&$3(;67 *)281'$7,21(;67 *)281'$7,21 ; 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&(// _(0$,/ PLNHE#EHKUGHVLJQFRP6+((712'$7( '5$:1%< F%(+5'(6,*1,1&7+,6'5$:,1*$1''(6,*1/$<287,63527(&7('81'(567$7($1')('(5$/&23<5,*+7/$:6,70$<127%(5(352'8&('2586(')25$1<385326(:,7+28735,25:5,77(1&216(17)520%(+5'(6,*1,1&352-(&7),/( %(+5'(6,*1,1&125,76(03/2<((6$6680($1<5(63216,%,/,7<)259$5,286&216758&7,217(&+1,48(6$1'2548$/,7<2)0$7(5,$/6$1':25.0$16+,35(6,'(17,$/'(6,*1(5625'5$)763(56216$5(127(1*,1((56%(+5'(6,*1,1&5(&200(1'67+$7$48$/,),('/,&(16('6758&785$/(1*,1((5%(5(7$,1('72,1685(7+(6758&785$/,17(*5,7<2)$//%8,/',1*6%($06$1'6758&785$/0(0%(5663(&,),('217+(6(3/$16$5()25%,'385326(21/<$1'6+28/'%(6,=('%<7+(0$18)$&785(56(1*,1((5,1*67$))$1'25$/,&(16('(1*,1((56,=(62)0$7(5,$/6$1'352'8&7663(&,),('217+(6(3/$165()/(&7$&&(37(',1'8675<67$1'$5'6$1',112:$<,1',&$7($63(&,),&0$18)$&785(581/(665(48(67('%<7+(&/,(17,17+(&$6(2)'2256$1':,1'2:6*(1(5,&6,=(6$5(63(&,),('81/(66127('27+(5:,6($1',7,6$6680('7+$77+(6833/,(5:,//%,'$1'86(7+(&/26(676,=($9$,/$%/(7+(*(1(5$/&2175$&725$1'25+20(2:1(56+$//$6680()8//5(63216,%,/,7<)257+(&+(&.,1*$1'9(5,),&$7,212)',0(16,216'(7$,/6$1'127(6$6:(//$6&216758&7,217(&+1,48(663(&,),&$7,2166758&785$/$1'256$)(7<5(48,5(0(176$1'&21)250,7<72$//)('(5$/67$7($1'/2&$/%8,/',1*&2'(6/$:6$1'25',1$1&(6+20(6:+,&+$5(72%(&216758&7(',1$5($67+$7$5(68%-(&772(;75$25',1$5<6(,60,&:,1'612:)$//&2/'25)/22',668(66+28/'%((1*,1((5('$1',163(&7('%<$&216758&7,21352)(66,21$/)$0,/,$5:,7+7+(3$57,&8/$5&21',7,2162)7+$75(*,217+(6(3/$166+$//5(0$,17+(3523(57<2)%(+5'(6,*1,1&6+$//127%(&23,('255(352'8&(':,7+2877+(:5,77(1&216(172)%(+5'(6,*1,1&257+(&/,(17)25:+,&+7+(<:(5(35(3$5(')25$([LVWLQJ3ODQV4'06#.610'5+&'0%'FHNI70911&;8'07'4101XODV&/ $([LVWLQJ)RXQGDWLRQ3ODQ $([LVWLQJ0DLQ)ORRU3ODQ $([LVWLQJ8SSHU)ORRU3ODQ $([LVWLQJ5RRI3ODQ177 Proposed 178 179 12101210123123Main Level Floor1' - 5 1/2"Garage Floor0' - 0"Upper Level Floor10' - 4 5/8"Main Level Clg9' - 6 5/8"Upper Level Clg18' - 5 3/4"8'-1 1/8"8'-1 1/8"NEW ADDITIONEXISTING EXST'G ASPHALTSHINGLESEXST'G ASPHALTSHINGLESEXST'G ASPHALTSHINGLESEXST'G ASPHALTSHINGLESNEW ASPHALT SHINGLESTO MATCH EXST'GNEW ASPHALTSHINGLES TOMATCH EXST'GEXST'G SIDINGEXST'G SIDINGEXST'G SIDINGEXST'GSIDINGNEW SIDINGTO MATCH EXST'GNEW SIDINGTO MATCHEXST'GMain Level Floor1' - 5 1/2"Garage Floor0' - 0"Upper Level Floor10' - 4 5/8"Main Level Clg9' - 6 5/8"Upper Level Clg18' - 5 3/4"8'-1 1/8"8'-1 1/8"FV EXST'GFV EXST'GMATCHMATCHNEW SIDINGTO MATCH EXST'GNEW SIDINGTO MATCH EXST'GNEW SIDINGTO MATCH EXST'GEXST'GSIDINGEXST'GSIDINGMain Level Floor1' - 5 1/2"Basement Level Clg0' - 7 1/2"Garage Floor0' - 0"Upper Level Floor10' - 4 5/8"Main Level Clg9' - 6 5/8"Upper Level Clg18' - 5 3/4"8'-1 1/8"8'-1 1/8"NEW ADDITIONEXISTING EXST'G ASPHALTSHINGLESEXST'G ASPHALTSHINGLESNEW ASPHALT SHINGLESTO MATCH EXST'GNEW ASPHALTSHINGLES TOMATCH EXST'GEXST'G SIDINGEXST'G SIDINGNEW SIDINGTO MATCH EXST'G 1/4" = 1'-0"A11FRONT ELEVATIONOFFICE: (952) 746-7702 | FAX: (952) 746-7703 CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE: DRAWN BY: c 2023 BEHR DESIGN, INC. THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC. PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A1Ext ElevationsBrent Walton Residence 2405 Dunwoody Avenue Orono, MN las 10/17/2023 23-CL PRELIMINARYNOT FOR CONSTRUCTION(FOR BIDDING PURPOSES ONLY) 1/4" = 1'-0"A12LEFT SIDE ELEVATION 1/4" = 1'-0"A13REAR ELEVATION180 24'-0"24'-0"3A312'-0"12'-0" STRIP FOOTING2'-0" x 8"d CONT.STRIP FOOTING2'-0" X 8"d CONT.24"X24"X12"dCONC. PILE CAPEXST'G FOUNDATIONEXST'G FOUNDATION24'-0"4'-0" X 1'-8"4'-0" X 1'-8"NEW 16'-0" X 8'-0" OVHD DOOR NEW ADDITIONEXISTING 12'-0"12'-0"24'-0"24'-0"EXST'GEXST'GEXST'GEXST'GEXST'GEXST'GEXST'GEXST'GEXST'GEXST'GEXST'GEXST'GEXST'G HOUSEEXST'G GARAGE(2) 2x10's(HDR)(2) 2x10's(HDR)(2) 13/4"x117/8"d LVL (HDR) FLOOR LINEABOVEFLOOR LINEABOVE5" CONC SLABNEW GARAGE5" CONC SLABREMOVE EXST'GWALLREMOVE EXST'GWALL3A3OFFICE: (952) 746-7702 | FAX: (952) 746-7703 CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE: DRAWN BY: c 2023 BEHR DESIGN, INC. THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC. PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A2Ext ElevationsBrent Walton Residence 2405 Dunwoody Avenue Orono, MN las 10/17/2023 23-CL PRELIMINARYNOT FOR CONSTRUCTION(FOR BIDDING PURPOSES ONLY) 1/4" = 1'-0"A21FOUNDATION PLAN 1/4" = 1'-0"A22MAIN FLOOR PLAN181 24'-6"NEW ADDITIONEXISTING EXST'GEXST'GEXST'G18"d ROOM-IN ATTICROOF TRUSS @ 24" O.C. 18"d ROOM-IN ATTIC ROOF TRUSS @ 24" O.C. VERIFY EXST'G NEW24'-0"24'-0"4'-0"16'-0"4'-0"(3)2'-6"x4'-0"NEW GIRDER TRUSSROOF TRUSSES@ 24" O.C.(3) 2x10's(HDR)(2) 2x10's(HDR)(2)2'-6"x4'-0"(2) 2x10's(HDR)18"d ROOM-IN ATTICROOF TRUSS @ 24" O.C.NEW GIRDER TRUSS 6'-6 1/4"( VERIFY & MATCH WIDTH OF EXST'G)10'-11 1/2"6'-6 1/4"(3)2'-6"x4'-0"6'-9" WALL HT.6'-9" WALL HT.6'-9" WALL HT.6'-9" WALL HT.NEW ADDITION EXISTING3" / 12"3" / 12"10" / 12"10" / 12" 3" / 12"3" / 12" 10" / 12"10" / 12" 10" / 12"10" / 12" VERIFY EXST'GVERIFY EXST'G VERIFY EXST'GVERIFY EXST'G VERIFY EXST'GVERIFY EXST'GMATCH EXST'G MATCH EXST'GMATCH EXST'GMATCH EXST'G Garage Floor0' - 0"8" CONC FNDN WALL24" X 8" d CONT. STRIP8"4'-0"SEE STRUCTURL FOR REINFORCINGAND SCREW ANCHOR INFORMATION12" CONC FNDN WALL24" X 12" d CONT. STRIP4'-0"1'-0"6"8"SEE STRUCTURL FOR REINFORCINGAND SCREW ANCHOR INFORMATION5" STRUCTURAL SLAB; SEE STRUCTURAL FOR REINFORCING6 MIL POLY VAPOR BARRIER w/ 12" LAP OVER 4" CLEAN GRANULAR FILLOFFICE: (952) 746-7702 | FAX: (952) 746-7703 CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE: DRAWN BY: c 2023 BEHR DESIGN, INC. THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC. PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A3Floor & Roof PlansBrent Walton Residence 2405 Dunwoody Avenue Orono, MN las 10/17/2023 23-CLNOTES:1.) ALL BRG. HEADERS ARE TO BE (2)-2x10 UNLESS NOTED OTHERWISE (UNO).2.) OWNER/CONTRACTOR TO VERIFY ALL WINDOW & DOOR SIZES.3.) OWNER/CONTRACTOR TO SPEC. ALL FLOORING MATERIAL.4.) OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS.5.) ALL BRG WALL WINDOW & DOOR OPNG'S WIDER THAN 60" REQUIRE (2) TRIMMERS MIN. UNDER EA. SIDE OF HEADER.6.) (FL) - FLUSH BEAM, (DR) DROPPED BEAM7.) ALL HEADERS ARE DROPPED UNLESS NOTED (FL)8.) USE ENERGY HEEL HEIGHT ON ROOF TRUSSES.PRELIMINARYNOT FOR CONSTRUCTION(FOR BIDDING PURPOSES ONLY) 1/4" = 1'-0"A31UPPER FLOOR PLAN 1/8" = 1'-0"A32Roof Plan 1/2" = 1'-0"A33Cross Section @ Foundation182 Main Level Floor1' - 5 1/2"Basement Level Clg0' - 7 1/2"Garage Floor0' - 0"Upper Level Floor10' - 4 5/8"Main Level Clg9' - 6 5/8"Upper Level Clg18' - 5 3/4"8'-1 1/8"8'-1 1/8"Main Level Floor1' - 5 1/2"Basement Level Clg0' - 7 1/2"Garage Floor0' - 0"Upper Level Floor10' - 4 5/8"Main Level Clg9' - 6 5/8"Upper Level Clg18' - 5 3/4"8'-1 1/8"8'-1 1/8"Main Level Floor1' - 5 1/2"Basement Level Clg0' - 7 1/2"Garage Floor0' - 0"Upper Level Floor10' - 4 5/8"Main Level Clg9' - 6 5/8"Upper Level Clg18' - 5 3/4"8'-1 1/8"8'-1 1/8" OFFICE: (952) 746-7702 | FAX: (952) 746-7703 CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE: DRAWN BY: c 2023 BEHR DESIGN, INC. THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC. PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A4Existing ElevationsBrent Walton Residence 2405 Dunwoody Avenue Orono, MN las 10/17/2023 23-CL 3/16" = 1'-0"A41FRONT ELEVATION 3/16" = 1'-0"A42LEFT SIDE ELEVATION 3/16" = 1'-0"A43REAR ELEVATION183 UP20'-0"7'-0"15'-0"15'-0"15'-0"4'-0"6'-0"5'-0"2'-4"3'-6"7'-4"VERIFY9'-2"6'-4"OFFICE: (952) 746-7702 | FAX: (952) 746-7703 CELL: (952) 994-6682 | E-MAIL: mikeb@behr-design.comSHEET NO.DATE: DRAWN BY: c 2023 BEHR DESIGN, INC. THIS DRAWING AND DESIGN LAYOUT IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. IT MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN CONSENT FROM BEHR DESIGN, INC. PROJECT FILE: BEHR DESIGN, INC. NOR ITS EMPLOYEES ASSUME ANY RESPONSIBILITY FOR VARIOUS CONSTRUCTION TECHNIQUES AND/OR QUALITY OF MATERIALS AND WORKMANSHIP. RESIDENTIAL DESIGNERS OR DRAFTSPERSONS ARE NOT ENGINEERS. BEHR DESIGN, INC. RECOMMENDS THAT A QUALIFIED, LICENSED STRUCTURAL ENGINEER BE RETAINED TO INSURE THE STRUCTURAL INTEGRITY OF ALL BUILDINGS. BEAMS AND STRUCTURAL MEMBERS SPECIFIED ON THESE PLANS ARE FOR BID PURPOSE ONLY AND SHOULD BE SIZED BY THE MANUFACTURERS ENGINEERING STAFF AND/OR A LICENSED ENGINEER. SIZES OF MATERIALS AND PRODUCTS SPECIFIED ON THESE PLANS REFLECT ACCEPTED INDUSTRY STANDARDS AND IN NO WAY INDICATE A SPECIFIC MANUFACTURER, UNLESS REQUESTED BY THE CLIENT. IN THE CASE OF DOORS AND WINDOWS, GENERIC SIZES ARE SPECIFIED UNLESS NOTED OTHERWISE AND IT IS ASSUMED THAT THE SUPPLIER WILL BID AND USE THE CLOSEST SIZE AVAILABLE. THE GENERAL CONTRACTOR AND/OR HOMEOWNER SHALL ASSUME FULL RESPONSIBILITY FOR THE CHECKING AND VERIFICATION OF DIMENSIONS, DETAILS, AND NOTES, AS WELL AS CONSTRUCTION TECHNIQUES, SPECIFICATIONS, STRUCTURAL AND/OR SAFETY REQUIREMENTS AND CONFORMITY TO ALL FEDERAL, STATE AND LOCAL BUILDING CODES, LAWS AND ORDINANCES. HOMES WHICH ARE TO BE CONSTRUCTED IN AREAS THAT ARE SUBJECT TO EXTRAORDINARY SEISMIC, WIND, SNOWFALL, COLD OR FLOOD ISSUES SHOULD BE ENGINEERED AND INSPECTED BY A CONSTRUCTION PROFESSIONAL FAMILIAR WITH THE PARTICULAR CONDITIONS OF THAT REGION. THESE PLANS SHALL REMAIN THE PROPERTY OF BEHR DESIGN, INC., SHALL NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF BEHR DESIGN, INC. OR THE CLIENT FOR WHICH THEY WERE PREPARED FOR.A5Existing PlansBrent Walton Residence 2405 Dunwoody Avenue Orono, MN las 10/17/2023 23-CL 3/16" = 1'-0"A51Existing Foundation Plan 3/16" = 1'-0"A52Existing Main Floor Plan 3/16" = 1'-0"A53Existing Upper Floor Plan 1/8" = 1'-0"A54Existing Roof Plan184 185 186 Minutes Planning Commission Regular Meeting Tuesday, January 16, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 2 of 4 Erickson moved, Libby seconded, to table LA23-000062, 3838 Cherry Avenue After-the-Fact Conditional Use Permit pending further review meeting the conditions outlined in the staff report. VOTE: Ayes: 4, Nays 0. 4.2 LA23-000064, Brent Walton, 2405 Dunwoody Ave, Hardcover Variance The Planning Commission is requested to review the Staff report, receive a presentation, and discuss the variance request. Staff recommended approval as the design replaces the existing driveway hardcover with a structural hardcover and reduces the hardcover on the property. The Planning Commission discussed the item and asked questions of staff and the contractor, Jeff Danberry of Tonka Bay Development, representing the applicant who was not present. Chair Bollis opened the public hearing at 6:30 p.m. The were no public comments. Chair Bollis closed the public hearing at 6:30 p.m. Commissioners briefly discussed the item calling it pretty straightforward. McCutcheon moved, Bollis seconded, to approve LA23-000064, 2405 Dunwoody Ave., Hardcover Variance as applied. VOTE: Ayes: 4, Nays 0. 4.3 LA23-000065, Eskuche Design, 4423 North Shore Drive, Variances. The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and deny the application for variances, noting staff agrees the building envelope is small but believes the design and location of the new house and other improvements could be modified to avoid encroaching on the bluff. The Planning Commission discussed the item and asked questions of staff and the applicant, Kenneth Schmeling, 5515 Minneapolis Ave., who is proposing to build a new home on the approximate site of the existing home at the Dunwoody Avenue lot. Peter Eskuche of Eskuche Design also gave comments and answered questions. Chair Bollis opened the public hearing at 7:07 p.m. There were no public comments. Chair Bollis closed the public hearing at 7:07 p.m. Commissioners discussed the request and said that the uniqueness of the site contributes to the practical difficulty there and noted the applicant seems to have worked hard to meet the setback and other requirements and seemed to be making the plan less impactful on the bluff than what is there today. Discussion centered on the new patio and retaining wall and its proximity to the bluff. Commissioners DRAFT187 188 Item No.: 20 Date: February 12, 2024 Presenter: Correy Farniok Presenter: Police Chief Section:Consent Agenda Title: Authorization to purchase a police vehicle 1.Purpose: The purpose of this action is to gain approval for the purchase of a police vehicle. 2.Background: The police department is looking for authorization to purchase a used 2022 Ford to by used by the police department. This vehicle will be replacing a 2018 Ford. A search of inventory from several local dealers was conducted and Lincoln of Bloomington had a suitable vehicle and offed a good trade value for our existing vehicle. 3.Cost: The cost of the 2022 Ford after trade will be $17,619 4.Funding: This will be funded through the automotive equipment line in the police budget. 5.Staff Recommendation: I recommend the purchase of the 2022 Ford from Lincoln of Bloomington. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve the purchase the purchase of a 2022 Ford from Lincoln of Bloomington for $17,619. 189 Item No.: 21 Date: February 12, 2024 Presenter: Natalie Nye Presenter: Planner Section:Community Development Report Title: LA23-000062, Peter Eskuche, 4423 North Shore Drive, Variances 1.Purpose: This application is regarding variances from average lakeshore setback and bluff setbacks in order to construct a new home. 2.MN§15.99 Application Deadline: The application was received December13, 2023 and considered to be complete on December 26, 2023. Staff has administratively extended the deadline an additional 60 days per State statute and therefore the 120-Day deadline will expire on April 24, 2024. 3.Background: The applicant is proposing to demolish the existing home and construct a new home in a similar location. The subject property is a lake lot that also fronts on a channel. The property contains bluffs along the lake and channel frontages. The subject property is subject to lake setbacks along the southern and western property lines as well as bluff setbacks. There are two different bluff setbacks from the top of the bluff, a 20-foot bluff impact zone and a 30-foot bluff setback. No structural improvements are permitted in either setback. Grading is not permitted within the bluff impact zone. The existing home is nonconforming as parts of the home and driveway are located within the bluff setback and within the bluff impact zone. The average lakeshore setback is determined by the neighbor to the east and is a flat setback of 107.6 feet from the OHWL. The existing home encroaches into the average lakeshore setback on both the south and western areas of the home. The proposed home requires an average lakeshore setback variance and variances from the required bluff setbacks due to the proposed placement. The proposed home has been pulled farther away from the bluff than the current home, but still requires substantial grading within the bluff and new retaining walls within the bluff setback. The proposed driveway is located within the bluff setbacks and require variances. Due to the sensitivity of the bluff, Staff does not support the application as applied. The applicant’s choice of home design, location, and amenities lead to further encroachments within the bluff setback and bluff impact zone and are out of convenience for the chosen home design. 4.Analysis: Sec. 78-1211 defines a bluff as: 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. AGENDA ITEM 190 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. Additionally, Section 78-1279 requires a 30-foot setback for any structure or building from the top of bluff. The subject property contains a bluff, which was verified and depicted by a licensed surveyor. The City requires a 30-foot setback from the top of bluff where no building or structure can be located. This includes retaining walls, driveways, etc. Minimal grading is permitted within the bluff setback, but not within the bluff impact zone. The bluff impact zone, which is defined as 20-feet from the top of bluff, prohibits buildings or structure and grading. The proposal includes grading within the bluff impact zone and new structures within the bluff setback that staff cannot support. 5.Planning Commission Vote and Comment: On January 16, 2024, the Planning Commission held a public hearing. The original proposal included a patio and a small portion of the home within the bluff setback. The Planning Commission provided feedback in support of the requested variances for average lakeshore setback and the bluff setbacks for necessary grading and the driveway. The Planning Commission was clear to state that they did not support a patio or any part of the home within the required bluff setbacks. The Planning Commission ultimately denied the application as applied by a vote of 3 to 1. The applicant has removed the patio within the bluff setback, pulled the home building footprint out of the bluff setback, and decreased the amount of grading within the bluff. However, the applicant is still proposing retaining walls and grading around the home because of the walk out basement design and lakeside path. The plan requires variances for the average lakeshore setback encroachments and encroachments into the bluff setback and bluff impact zone including the new driveway, retaining walls, grading, and lakeside path, which are highlighted in Exhibit F - Bluff Encroachments. Draft minutes from the Planning Commission are included as Exhibit C. A link to the January 16th Planning Commission packet for this item is included for your reference. 6.Public Comment: The applicant has provided letters of support from the neighbors at 4415 and 4425 North Shore Drive. The support of the neighbors was given for the original design. No other public comments have been received. 7.Staff Recommendation: Staff recommends denial of the application as applied due to the sensitive nature of the bluff on the site. Staff is supportive of the average lakeshore setback variance as the new house is a similar distance from the OHWL as the existing home and the impacted neighbor is in support. Staff can support the bluff setback variances required for the construction of the driveway as it provides access to the home. Staff cannot support the extensive grading within the bluff in order for the home to have a walk-out basement nor can staff support the extension of the lakeside path within the bluff. COUNCIL ACTION REQUESTED Direct Staff to draft a denial resolution. Exhibits Exhibit A - Amended Narrative Exhibit B - Amended Survey Exhibit C - Amended Plans 191 Exhibit D - Amended Hardcover Exhibit E - PC Draft Minutes 1/16/24 Exhibit F - Bluff Encroachments 192 Re: 4423 North Shore Drive, Orono, MN 55364 Eskuche Design Group Peter Eskuche, AIA 26 January 2024 Variance Application ADDENDUM City Planner, Plan Commission and honorable Mayor and City Council Members. This narrative describes the revisions made after the plan commission meeting on 1/16/2024. We appreciate your consideration for the variance and have exhausted efforts to navigate such a challenging property to most effectively address the feedback provided at the Plan Commission meeting with a reasonable proposal. The variances requested has been modified as follows: 1. Decreased the size of the entry stoop, removing it from the bluff setback entirely. 2. Decreased the size of the grill deck, removing it from the average lakeshore setback entirely. 3. Raised the entire home elevation by 18” as follows: a. Raise lower level slab 18” b. Raise Lower garage slab 6” c. Raise Main Level 12” d. Raise Garage slab 6” 4. Decreased ceiling height in lower level by 6”. 5. Decreased the size of lower level patio, removing it completely from the 30’ bluff setback. 6. Decreased the length of retaining walls at west side of home, removing them completely from the 20’ bluff setback. 7. Reduced impact to bluff setback grading to the west. The current path to the lake is an aggressive and unnatural encroachment facing the primary, south facing lakeshore. It currently turns back towards the south at only 7.5’ and 16.5’ from the south lakeshore OHW. We left the path extension as previously proposed to improve the shoreline and improve the safety of the pathway. The proposed straightening of the path heads westerly quite a distance from the lakeshore and omits the two very sharp turns and related, considerable sized retaining walls, allowing the property owner to restore the shoreline to a natural state. We appreciate your careful consideration of this application, recognizing its potential to contribute to the improvement and safety of the community. If you have any questions or require further details, please do not hesitate to contact us. Peter Eskuche Eskuche Design Group 612-296-7575 193 Council Exhibit B194 18 sq ft BLUFF IMPACT H.C.20.0'30.0'11.9' ALS ENCR.10.0' ALS ENCR.5.9 ' BLUFFENCR.12.3 ' BLU F F ENCR . 9 . 2 ' A L S EN C R . 1,074 sq ftBLUFF IMPACT H.C. 290 sq ftA.L.S. 85 sq ftA.L.S. 156 sq ft BLUFF SETBACK 1 0 . 2 ' AL S ENC R . 104 sq ftA.L.S. 39 sq ftBLUFF SETBACK 1,092 sq ft TOTAL BLUFF IMPACT H.C. 479 sq ft TOTAL AVE. LAKE. SETBACK ENCROACHMENT 195 sq ft TOTAL BLUFF SETBACK ENCROACHMENT 20' BLUFF IMPACT ZONE TOP OF BLUFF 30' BLUFF SETBACK 20' BLUFF IM PACT ZONE 30' BLUFF SETBACK TOP OF BLUFF AVE. LAKE. SETBACK AVE. LAKE. SETBACK 75' LAKE. SETBACK75' LAKE. SETBACK 0 20'40'60'80' 70 60 50 40 30 80 20 10 N W E S 1 EXISTING ENCROACHMENTS CONFORMING BUILDABLE AREA 10.42% NON-CONFORMING AREA 89.58% EXISTING STRUCTURE SUMMER SOLSTICE SUNRISE WINTER SOLSTICE SUNRISE SUMMER SOLSTICE SUNSET WINTER SOLSTICE SUNSET SHEET L1 VARIANCE 26 JAN 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2023 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 195 1,092 sq ftBLUFF IMPACT H.C.20.0'30.0'2 . 0 ' A L S EN C R . 6 sq ftA.L.S. 1,092 sq ft TOTAL BLUFF IMPACT H.C. 455 sq ft TOTAL AVE. LAKE. SETBACK ENCROACHMENT 0 sq ft TOTAL BLUFF SETBACK ENCROACHMENT 20' BLUFF IMPACT ZONE TOP OF BLUFF 30' BLUFF SETBACK 20' BLUFF IM PACT ZONE 30' BLUFF SETBACK TOP OF BLUFF 6.5' ALSENCR.11.1' ALSENCR.11.8' ALSENCR.449 sq ft A.L.S. AVE. LAKE. SETBACK AVE. LAKE. SETBACK 75' LAKE. SETBACK75' LAKE. SETBACK 0 20'40'60'80' 70 60 50 40 30 80 20 10 N W E S 1 PROPOSED ENCROACHMENTS PROPOSED STRUCTURE CONFORMING BUILDABLE AREA 10.42% NON-CONFORMING AREA 89.58% SUMMER SOLSTICE SUNRISE WINTER SOLSTICE SUNRISE SUMMER SOLSTICE SUNSET WINTER SOLSTICE SUNSET SHEET L2 VARIANCE 26 JAN 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2023 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 196 20.0'3.5 ' O. H .8.3'O.H.8.0 ' O. H . 963.0' 963.0' 960.0' 957.0' 962.5' 952.0' 958.0' 960' 958'958.0' 6.0 ' O. H .95.7'30.0'7.8'O.H.9.3'O.H.1 0 5 . 5 ' 962.5' 952.5' REBUILD SHED IN KIND EXISTING WALL & STEPPERS TO REMAIN NEW CONC CURB COVERED DECK NEW STEPSEXTEND EXISTING PATH REMOVE LOWER PATH AND RESTORE PATIO 963.5' PATIO 963.5' 954 958 960 956 952 952 954 954 956 958 960 956 8.5% A.C. 962 7.5% 962 20' BLUFF IMPACT ZONE TOP OF BLUFF 30' BLUFF SETBACK 20' BLUFF IM PACT ZONE 30' BLUFF SETBACK TOP OF BLUFF 96.5'101.1'EXISTING DRIVEWAY GRADE 12.5% PROPOSED M.L. SUBFLOOR = 964.0' L.L. SLAB = 953.06' GAR. SLAB = 962.5' L.L. GAR. = 952.06' AVE. LAKE. SETBACK AVE. LAKE. SETBACK 75' LAKE. SETBACK75' LAKE. SETBACK 0 20'40'60'80' 70 60 50 40 30 80 20 10 N W E S 1 PROPOSED SITE PLAN w/DEMO UNDERLAY EXISTING STRUCTURES TO BE REMOVED SHOWN AS RED SUMMER SOLSTICE SUNRISE WINTER SOLSTICE SUNRISE SUMMER SOLSTICE SUNSET WINTER SOLSTICE SUNSET SHEET L3 VARIANCE 26 JAN 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2023 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 197 20.0'3.5 ' O. H .8.3'O.H.8.0 ' O. H . 963.0' 963.0' 960.0' 957.0' 962.5' 952.0' 958.0' 960' 958'958.0' 6.0 ' O. H .95.7'30.0'7.8'O.H.9.3'O.H.1 0 5 . 5 ' 962.5' 952.5' REBUILD SHED IN KIND EXISTING WALL & STEPPERS TO REMAIN NEW CONC CURB COVERED DECK NEW STEPSEXTEND EXISTING PATH REMOVE LOWER PATH AND RESTORE PATIO 963.5' PATIO 963.5' 954 958 960 956 952 952 954 954 956 958 960 956 8.5% A.C. 962 7.5% 962 20' BLUFF IMPACT ZONE TOP OF BLUFF 30' BLUFF SETBACK 20' BLUFF IM PACT ZONE 30' BLUFF SETBACK TOP OF BLUFF 96.5'101.1'PROPOSED M.L. SUBFLOOR = 964.0' L.L. SLAB = 953.06' GAR. SLAB = 962.5' L.L. GAR. = 952.06' AVE. LAKE. SETBACK AVE. LAKE. SETBACK 75' LAKE. SETBACK75' LAKE. SETBACK 0 20'40'60'80' 70 60 50 40 30 80 20 10 N W E S 1 PROPOSED SITE PLAN SUMMER SOLSTICE SUNRISE WINTER SOLSTICE SUNRISE SUMMER SOLSTICE SUNSET WINTER SOLSTICE SUNSET SHEET L4 VARIANCE 26 JAN 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2023 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 198 UP 20R DN 12" 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 1 LOWER LEVEL FLOOR PLAN SHEET A1 VARIANCE 26 JAN 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2023 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 199 UP 20R DN 18R DN 6" DN 18" DN 6" DN 6" DN 6" DN 6" 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 1 MAIN LEVEL FLOOR PLAN SHEET A2 VARIANCE 26 JAN 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2023 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 200 DN 20R 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' TYP CEILING HEIGHT = 8'-7⅛" APPROX. SF = 1,562 FINISHED UPPER LEVEL FLOOR PLAN 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 1 UPPER LEVEL FLOOR PLAN CLIENTSHEET A3 VARIANCE 26 JAN 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2023 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 201 L.L. SLAB 953.1' -10'-11 1/4" M.L. SUBFLOOR 964.0' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +20'-7" L.L. SLAB 953.1' -10'-11 1/4" M.L. SUBFLOOR 964.0' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +20'-7"28'-1" BUILDING HEIGHT<30'-0" MAX.10'-0"13'-7 3/4"LOWEST PROPOSED GRADE 952.1' REFERENCE LINE HIGHEST EXISTING GRADE 965.0' ROOF DEFINED (TOP OF CORNICE) 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 2 WEST ELEVATION 1 NORTH ELEVATION SHEET A4 VARIANCE 26 JAN 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2023 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 202 L.L. SLAB 953.1' -10'-11 1/4" M.L. SUBFLOOR 964.0' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +20'-7" METAL VERTICAL LOUVER SCREEN L.L. SLAB 953.1' -10'-11 1/4" M.L. SUBFLOOR 964.0' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +20'-7"15'-10 3/8"12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 2 EAST ELEVATION 1 SOUTH ELEVATION SHEET A5 VARIANCE 26 JAN 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2023 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 203 Date:Tier 1Tier 2Tier 3Tier 4Tier 5S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.S.F.City of OronoHardcover Calculation WorksheetProperty Address: 4423 North Shore DrivePrepared By: Sathre-Bergquist 12/11/2023In the following table, identify all items of Proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict Proposed hardcover status of the property. For Tier 1 properties, Identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion.Key to Survey Hardcover Item (Describe) Length x Width Total (Square Feet)SB Job Number: 19295-022 Prepared by: BRVStormwater Quality Overlay District Tier: (Circle One)Step 1: Proposed HARDCOVERB Stoop272C Shed (in setback)48(Example) (Garage) (24' x 30') (720 S.F.)A New House & Garage3,939F Pavers (in setback)9G Existing Retaining Wall44D Screen Porch274E Back Patio578J New Retaining Wall200K Existing Pavers42H Retaining Wall (in setback)190I Proposed Driveway/Sidewalk2142N Proposed Side Driveway864O Proposed New Conc. Curb112L Proposed Grill Deck77M Proposed Side Patio75RSPQVWTUZ(1) Total Proposed Hardcover8866XYExcludable Hardcover (See City Code Sec 78-1684):JNew Retaining Wall41GExisting Retaining Wall59(2) Total Excludable Hardcover100%This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contrained herein; however, if any information is not consistent with City Code, the Code provisions will prevail.(3) Net Proposed Hardcover [Subtract line (2) from line (1)]8,766.00(4) Total Lot Area65,801Proposed Hardcover Percentage [(3)+(4)]13.32%Council Exhibit D204 Minutes Planning Commission Regular Meeting Tuesday, January 16, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 2 of 4 Erickson moved, Libby seconded, to table LA23-000062, 3838 Cherry Avenue After-the-Fact Conditional Use Permit pending further review meeting the conditions outlined in the staff report. VOTE: Ayes: 4, Nays 0. 4.2 LA23-000064, Brent Walton, 2405 Dunwoody Ave, Hardcover Variance The Planning Commission is requested to review the Staff report, receive a presentation, and discuss the variance request. Staff recommended approval as the design replaces existing driveway hardcover with structural hardcover and actually reduces hardcover on the property. The Planning Commission discussed the item and asked questions of staff and the contractor, Tonka Bay Development, representing the applicant who was not present. Chair Bollis opened the public hearing at 6:30 p.m. The were no public comments. Chair Bollis closed the public hearing at 6:30 p.m. Commissioners briefly discussed the item calling it pretty straightforward. McCutcheon moved, Bollis seconded, to approve LA23-000064, 2405 Dunwoody Ave., Hardcover Variance as applied. VOTE: Ayes: 4, Nays 0. 4.3 LA23-000065, Eskuche Design, 4423 North Shore Drive, Variances. The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and deny the application for variances, noting staff agrees the building envelope is small but believes the design and location of the new house and other improvements could be modified to avoid encroaching on the bluff. The Planning Commission discussed the item and asked questions of staff and the applicant, Kenneth Schmeling, 5515 Minneapolis Ave., who is proposing to build a new home on the approximate site of the existing home at the Dunwoody Ave. lot. Peter Eskuche of Eskuche Design also gave comments and answered questions. Chair Bollis opened the public hearing at 7:07 p.m. There were no public comments. Chair Bollis closed the public hearing at 7:07 p.m. Commissioners discussed the request and said that the uniqueness of the site contributes to the practical difficulty there and noted the applicant seems to have worked hard to meet the setback and other requirements and seemed to be making the plan less impactful on the bluff than what is there today. Discussion centered on the new patio and retaining wall and its proximity to the bluff. Commissioners 205 Minutes Planning Commission Regular Meeting Tuesday, January 16, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 3 of 4 supported the redesign of the driveway and the existing structures in the bluff but not new encroachment in the bluff. Bollis moved, Libby seconded, to deny LA23-000065, 4423 North Shore Drive, Variances as applied but noted that there is support for the driveway changes, the house and the existing bluff encroachments. VOTE: Ayes: 3, Nays 1 (Erickson). 4.4 LA23-000066, Hendel Homes, 2605 Mapleridge Lane, Variance The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the application as applied. The Planning Commission discussed the item and asked questions of staff and the applicant, Rick Hendel of Hendel Homes. Chair Bollis opened the public hearing at 7:24 p.m. There were no public comments. Chair Bollis closed the public hearing at 7:24 p.m. Commissioners agreed with the staff recommendation, calling it a minimal increase that does not change the location of the house. McCutcheon moved, Erickson seconded, to approve LA23-000066, 2605 Mapleridge Lane, Variance as applied. VOTE: Ayes: 4, Nays 0. 4.5 LA23-000068, Murphy & Co. Design o/b/o 3400 Fox Street Trust, 3400 Fox Street, Average Lakeshore Setback Variances The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the application for variances. Staff said the applicant had made a small change to the garage orientation and plans should be amended prior to City Council consideration. The Planning Commission discussed the item and asked questions of staff and the applicant, TJ Majdecki of Murphy & Co Design. Chair Bollis opened the public hearing at 7:31 p.m. There were no public comments. Chair Bollis closed the public hearing at 7:31 p.m. Commissioners concurred with the staff recommendation. 206 I I I I I I I I I I "\ I \ I \/ \ \ i I �✓ I / i /"---< "" FIELD CREW HO, BY DATE OMAK 1 EMW 10r'1312021 DRAWN EMW 10r'1412021 JPR EMW 10r'1Bl2021 CHECKED EM\V 10r'1Bl2021 OLS EMW 1n-'1Bl2021 DATE EP,IW 11Y.20f2021 5111121 BRV 112512024 I I I I I I I I I I REVISION HARDCOVER PROPOSED CONDITIONS ADDEO PROPOSED ELEVATIONS ADDEO HARDCOVER ADDEO BLUFF IMPACT ZONE REVISED GRADING Pt.AN REVISED PROPOSED CONOITIOl�S I I USE (INCLUDING COPYING, DISTRIBUTION, ANO'OR CONVEYANCE OF INFORIIATION) OF THIS PRODUCT IS STRICT1. Y PROHIBITED WITHOUT SATHRE•BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITI/lATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE·BERGQUIST, INC. RESERVES Tl-IE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FORDM�GES OR LOSSES RE SUL TING FROM ILLEGITIMATE USE. I I hereby ccr1ify that lhis sun-cy, pl.in or n:port w:is prepared by me or under my dirttt supef\ision and th:it I am:,, duly Licensed l11nd Suf\·cyor under the laws of the State of Minnesota. Dated this 21st d.1y ofM.1y, 2021. Daniel L. Schmidt, PLS schmidt@s.ithrc.com Minnesota License No. 26147 ------------ C, 0 V 961.J r I I I I I I I ', f.::, ';,,� I I I I I I trno IP v•·9S0.9 () ---- ,< ' - -, 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 DESCRIPTIO:'i OF PROPERTI' SURVEYED Thlt i»-n ofGo,·cmmmt l<>1 J, Scc1ion 7, Township 1 17, Nonh R.1nge 23, West of the 5th PriociJ»I Meridbn desrnl>cd :u follows: Commencing at an iron pvst on the shore of Lake Minnttonkl 26 f«t Westerly of the in1erse-c1ion of the Eut line ofuid lot 3 \rith 1he 1� ofuil:c Mi�onh: thence in • 11tr.aight line Nonhtuterly 10 a point in the Wen line nflot 1, nlock 18, SJga Hill ReviRd. Hennepin Co., Minn., which is IOU rec1.Soo1h ofthc Nonhwc.5tcomerofs.iid lo! I; thence North J\oog the Wt line ofuid Lot J, SC'(tion 7, to the right ofv1ay of c;i.iu\ d«dcd to S,g1 II ill Assocbrion; thmcc Soothwt<Jmly along the Easterly line ofsitd right ofw.1y 438 f«t to slid Lale Minnctonb to a point ,·.-hkh i5 350 feet more or kss Wcmrly of t he point ofbcginning; tOOX"e E�ti:rly aloog the 5borc ofuid Lal:e Minnetonka to the point of beginning, :1ccording to tM United States Go,·muncnt S11n·cy ther«if, Jknncpin Count)', MinncSOl.a.. Together ,,ith an ca.semen\ for tight-or • .,,'a)' for drh·eway e.:isemcnt rurposcs over a strip orlJnd in Lots I and 2. mock 18, Sag.a llill R1nised, lltnnepin Counl)', Minn., aod in 1b1tportionof the tr.ict ofland l)ingMtw«n the Nonhlincof ukl Lots I and 2aod thecffl!etline ofCountyRwd No.13S(oowl.:nownuCountyRoodNo. 19 »id �trip ufbnd b(ing 12 fr<t in \\ldth and b(ing �b (6) fret on each side of the follu...,ingdcso.·-ribromi1er linc, tu-...,it; Bcginnin1;t at a point in th¢ Wc;t line of lot I in uid Block distant 91.6 feet South of the Northwest comer ofuid lot I, 1bem-e North 211 dcgr«s IS minutes fast, m.ll:.inga NortM.1S1 angle of211 degrees IS minutes whh the Wrn line ofuid Loi I, adin:mce of 38.8 feet; thence North 38 dcgrccs46 minutes Ean. 73.83 feet, more or leu.10 a point in the Nonh line ofsa.kl lot I, uid point being 64.4 r«t East of1he Northwest comer of said Lot; thence continuing North 38 dci;rccs .!6 minutes East 70.1 feet. more or leu, to a point in tt,e ccnm line of afon-uid County R�d No. 19 and there termill.lting. 1be fint abo,·e dcmibcd counc ofuid crnter line deJt"tiption sh.111 be c,;tcndcd South 29 degrees 16 minutes We.st rrum the point or beginning a sufficient distance so thu the .ride lines oruid 12 f00t strip nill intmc-ct the Wen lint ofuid lot I in Block 18. STANDARDl\"OTF.S I) Sile ,\ddrtts; 4423 Nonh Shore l)rfrc, Orooo, Minnts-ot1 S5364 19)A title opinion w,1s not fumi5hcd to th<: sun·cyor 1u p1rt of this sun·c)". Only uJcm..--nts p._,-the recorded pbt arc shol'>TI uni= 01l-,cr.,,is.;, drno!cd hc-rcon. 20) flood Zone Information: X (are.1 determined 10 be oonidc of the 0.2�� :mnul ch1nce floodpbin) and Z0nt ,\E (,\re.u subj«t 10 inuod1rion by the J-pcn:ent•.1nnuli-<h.lm-c flood event detem1ined by dcu.iled methods. Uuc Flood Ele,--ations {BFEs) are 1ho-..11. Mand.:itory flood inruroocc purduJ.C rrquittments and floodplain mlugemcnt suodards apply.) pa Flood Iruur.ince Rate :-bp, Comn11mir.y Panel No. 270SJC0284F,cffcctfrcd.1tc of! l,'0-42016. 21 ) Parcel ,\rca lnfonnatlon; GrouAre.1: 65,801 s.f. -1.51 acres (areu to Ordinary High Water line should be llbekd anJ shook! h.l,·c a=) •we&, r.OI 1ffirrr . .ihcl,-;.,,.,.c 11,c q'-'111!fl, o("'1T�GC !Cl r......i. in L�dcsaipriol"I 22) 8tnchm1rk: Elcntions arc b.ucd on MN.IOOT Gcodctk St.1tion Name: SAMS which h:u an ekv;irion of; 9.l).25 fret (NA VD!i8). 23) Zonlni:: Information; The curm1t Zoning for the JUbjc-ct property is LR·IU (One family Lal,:e� Resid..--nri1] • I Ai;;n:) pa the City of Orooo'szoningmJp dated I 1nt20l 8. The setbxk. height, and floor sp1ec area restrlctM)ru for uid zoning design11ion are :u follows: Princi@I Structure Sctbxks • S1rcct(s); JS feet (Nonh S� Drh-c) Side channcl:3Sfrct Sidc:IOfe,.-t RcJ.r:30fcet LaJ;e:AvcrageL.il,:eShorcSctbJcl,: llcigh1:30rcct llardcover:2Spcn:cntoflotarc,1 Acce»oryStructurc:SctbJ.cb. Front:17.Sf<Ct Sidc;!Of�t RCJ.r: Awr.ige Lale Shore Sctb.-tcl,: PICJ.SC note Iha! lf-,e zoning infonnJtion sho1rn hn«in miy hll"C be-en amended through a city process. We re-commend thJl a zoning lcner be obuincd from the Zoning Administrator for the cumnt restrictions for this site. All sctb.icl.: infi>nn.1tion and hlrdcovcr d.1t:1 for p\Jnning Jod design mun be ,·crificd by all plrties in1·olvcd in the design :md pllnning process. We h.1ve no! rccci•·cJ the current zoning d.1�ification and buikling set bx I,: r,:quircrumts from thc ill5Vrer. 2-l) Utilitlf'S: We hnc shol\11 the loc.11ion of milities on 1he ron·eyed property by obserYed c,idcnce only. There m:iy be underground utili1ics encumbering 1t:c subject property we al"( un:r.WJI"(. Please note th.J.t we h.ivc not plxcd a Gopher Stile One Call for this sur,·ey. There m:iyor m1yootbe undag:roond utilities in the marpcd area:. therefore e.urcmc c.1ution must be enrcise before :my uc:r.,'ation t.1J.esj11lceon or ne:r.rthis site. Aho, plc�note that se=l conditioo.i; mly inhibit oor ability to ,isibty obm·ye all the utilities loc.ited on the JUbject property. Dcfon-dij!gin1, you an required by bw to notify Gopher State One Call at le.ut48 houn in :id11nce at 6511-45-t-0002. Proposed Elc\'ations Propol(\"!G1n1i:efloorEk1�tio11 Proposcdrinl FloorEle1·1tion Proposed Top off oun.datioa El�'l.lion Propos.:JBl1effi<'ntE1e,--alion •962.S •96-l.O •96).6 •953.1 j N 0 s C A L E @ CAST IRON t.lONlJMENT (D 0 IRON P,PE MONLMENT SET 'U. e lROtl P,PE ),IONl,I.IEtH FOWD < )( DRILL HOLE FOU�O � X CHISELED "X" MONUMENT SET fill X CHISELED •x• MONUMENT FOUND @ ;k: REBAR l,\OtlUMENT FOltW ◊ {"!,. PK NAIL I.IONL!MENT SET @ .& PK NAIL t.1014UMENT FOLK'lD @ @ PK NAIL W/ ALU'IINUM DISC 0 8.SURVEY COIHROL POINT <l [!) A/C UNIT ,, '. � �t:�;Rl�V ����:���ER * _ (P ELECTRIC MANHOLE ¢.) ELECTRIC METER © [D ELECTRIC OUTLET [!] 0 YARD LIGHT @ 0 LIGHT POLE {Q] (i) FlBER OPTIC ,YANHOLE Iii � ��RJG D;�E HOOK lR � V I C I N I T y M A p 30 15 15 30 w SCALE IN FEET t Bearings are based on the Hennepin Coonty Coordinate System (NAD 83 • 1986 adj.) SURVEY LEGEND PIEZOMETER POWER POLE GUY WIRE ROOF ORA!rj LIFT STATION SANITARY MANHOLE SAUITARY CLEAHOUT STO�M 1,1.ANHOLE STORM DRAIN CATCH BASltl FLARED mo SECTION TREE CONIFEROUS TREE DECIDUOUS WOE WALKOUT ELEVATION FF£ FIRST FLOOR ELEVATION GFE GARAGE FLOOR ELEVATIQ.'l TOf TOP OF' FOUNDATIO/l ELEV. LOE LOWEST OPENl!lG ELEV. 1:::::::::::':, ,�j ���171��5 -------BULD!NG SETBACK LHlE --m--CABLE TV CONCRETE CURB .- -S6o _ -CONTOUR EXISTING � COIHOUR PROPOSED GUARD RAIL TREE COUIFEROVS REMOVED --o, --DRAJtl TILE TREE DECIDUOUS REI.IOVED --nc--ELECTRIC UNOERGROWD TELEPHOi'IE MANHOLE TELEPHONE PEDESTAL UTILITY MAI/HOLE UTILITY PEDEST.AL UTILITY VAl,lT WATERMA!tl MANHOLE WATER METER -)(-)(-__ ,, __ --CAS----c.u--� -->----»-- FENCE FIBER OPTIC lRIDERGROUND GAS lRIDERGROUND OVERHEAD UTILITY TREE LlflE SANITARY SEWER STORM SEWER 60 I I I I!!] FUEL PUMP t:O> [!!) FUEL TANK @ §) PROPANE TANK � 0)GAS METER {I) [8J GAS VALVE t><l © GAS MANHOLE t/ � GENERATOR lEl WATER SPIGOT WELL MOWTORING WELL C�B STOP GATE VALVE HYDRANT IRRIGAT!Otl VALVE --m-- --U'l-- --1-- 111111111 TELEPHO�E urmERGROL:NO RET NI/ING WALL UTILITY Lr./OERGROU�D WATERt.lAIN TRAFFIC SIGNAL RAILROAD TRACKS RAILROAD SIG1U•L RAILROAD SWITCH SATELLITE DISH SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN, 55391 (952) 476-6000 WWW.SATHRE,COM TWP:117-RGE,23-SEC.07 Hennepin County ORONO, MINNESOTA EB GUARD POST � !El HAND HOLE 0 I.IA!L BOX � POST INDICATOR VALVE SIGN SO!L BORltlG .,.,. 0---G 0 CERTIFICATE OF SURVEY PROPOSED CONDITIONS PREPARED FOR: DENALI CUSTOM HOMES WETLAHD BUFFER SIGN FILE NO, 19295-022 1 1 - Top of Bluff - Bluff Impact Zone 20' - Bluff Setback 30' - Bluff Setback 30' - Bluff Impact Zone 20' - Top of Bluff Highlighted areas - improvements and grading within the bluff, bluff impact zone, and bluff setback Current Proposal 207 - Top of Bluff- Bluff Impact Zone 20'- Bluff Setback 30'- Top of Bluff- Bluff Impact Zone 20'- Bluff Setback 30'Highlighted areas - improvements and grading within the bluff, bluff impact zone, and bluff setbackPrevious Proposal208 Item No.: 22 Date: February 12, 2024 Presenter: Maggie Jin Presenter: Finance Director Section:Finance Report Title: Fourth Quarter Financial Update 1.Purpose: The purpose of this item is to provide the Council with year-to-date General Fund Budget Information. This is for informational purposes only and no action is required. 2.Background: Information in this report should be considered preliminary and will not be final until the completion of the City’s annual audit. Revenue information with the exception of interest should have only minor changes, if any, between now and the final numbers. Investment interest is allocated based on average fund balances and may change as final year-end adjusting entries are made. Expenditures may change as year-end journal entries are entered and late arriving 2023 invoices are processed. 3.Staff Recommendation: This is for informational purpose only and no action is required. AGENDA ITEM COUNCIL ACTION REQUESTED No action is required. Exhibits Fourth Quarter Financial Update.pdf 209 To: Mayor and Council From: Maggie Jin, Finance Director Subject: Fourth Quarter Financial Report Date: February 12, 2024 Attachments: 1.General Fund Revenue Summary 2.General Fund Revenue Detail 3.General Fund Revenue Graph 4.General Fund Expenditure Summary 5.General Fund Expenditure Detail 6.Enterprise Fund Detail 7.New Investment Listing The fourth quarter General Fund year-to-date budget to actual comparisons are included with this memo. Revenues are currently at 71.5% of budget with expenditures at 75.2% of budget. There has been a change in the General Fund presentation. Both revenues and expenditures have been removed from the presentation. The Golf Course is being moved to an Enterprise Fund and will no longer be reported in the General Fund. The fourth quarter 2023 budget to actual comparisons are included with this memo. Both detailed and summary data is being presented for review. The amounts being presented should be considered preliminary numbers and may change as staff prepares for the 2023 audit. It is anticipated that any changes will be minor in relation to the overall budget. With the presentation, the change made in third quarter of 2023 in regards to the Golf Course is also shown where both revenue and expenditure have been removed due to the Golf Course moving to an Enterprise Fund. General Fund Revenues Revenues have finished the year exceeding budgeted level by 4.49%. Investment earnings have not yet been allocated so further increase will occur once the entry is booked. The largest General Fund revenue is the property tax levy representing 51.5% of the revenue budget. Tax collections have ended at 99.35% with remainder to be collected in future years. Licenses and Permits and Other Governmental have exceed budget for the year. This is related to building permits and activity that were not anticipated, and higher than expected Police State Aid and the Toward Zero Deaths police grant. The Toward Zero Death police grant revenue is a pass-through to other local agencies and correlates to the expenditure. Charges for Service have also finished the year over budgeted levels. Interest on investments is allocated at year-end will be close to or at budget numbers. A revenue graph is included with this memo for comparison with previous years. 210 Fourth Quarter Financial Report February 7, 2024 Page 2 of 2 General Fund Expenditures General Fund expenditures are at 102.54% of the budget. Expenditure numbers could change slightly as audit preparation is underway. There are many departments that are over budget. The first is Mayor Council. The department is currently at 106.23% for the year. Additional training expenditures have resulted in the department being slightly over budget for the year. The Fire Department is finishing the year overbudget, with approximately $30,000 for the costs of starting up the Orono Fire Department and the remaining $46,000 is due to overage in 2022’s Long Lake fire service cost. Engineering is over budget for the year as GIS expenditures continue to be higher than budgeted. Because engineering is a small department, it will not have a major impact on the overall budget. Other departments trending over budget and will may exceed budget at year end. Law and Legal Services is being driven over budget by an unusual number of lawsuits against the City. Central Service is also over budget due to higher rates for monthly recurring bills, such as electricity, gas and telephone. Building and Zoning is slightly overbudget with unanticipated expenses due to cannabis mapping, Spruce Place and Navarre parking lot survey and cost associated to staff turnover. Public Works – SP has had a change in the allocation of payroll to accurately account for staff time. Expenditures are reimbursed by Spring Park and is offset by the Charges for Service revenue. Parks department is overbudget by approximately $5,573 due to Engineering consulting on Hackberry project, lake access marking and pickleball master plan offset by not hiring temporary or seasonal employees for the year. Lastly, Special Services is overbudget. This is related to greater participation of Toward Zero Deaths project in the police department and is offset by the increased revenue. Enterprise Fund The Enterprise Funds resulted in 2023 operating with a profit for all funds: Water, Sewer, Recycling, Golf Course, Cable, Stormwater. The net income may change as audit preparation is in progress. This is on trend as Enterprise Funds are financed and operated from the fees and charges designed to cover its cost, which includes potential years of net loss or any future improvements needed to maintain and sustain the systems. Summary In summary, while there are departments that have exceeded budget for the year, the overall General Fund has a positive net income with revenue exceeding budget, even more so once interest is allocated. 211 Department Dec 31 Budget Percent Dec 31 Budget Balance Percent Taxes 5,171,669 5,013,596 103.15% 5,627,574 5,664,500 36,926 99.35% Licenses & Permits 755,114 585,200 129.04% 875,992 585,200 (290,792) 149.69% Other Governmental 509,839 403,000 126.51% 658,949 403,000 (255,949) 163.51% Charges for Service 3,664,635 3,440,200 106.52% 3,813,685 3,674,270 (139,415) 103.79% Fines 66,813 75,000 89.08% 68,626 80,000 11,374 85.78% Miscellaneous 14 2,000 0.70% 16 - (16) NA Golf Course 382,324 338,000 113.11% - - - Interest (85,993) 80,500 -106.82% 648 160,900 160,252 0.40% Other Sources & Transfers 29,458 38,100 77.32% 47,347 48,400 1,053 97.82% 10,493,874 9,975,596 105.20% 11,092,837 10,616,270 (476,567) 104.49% City of Orono Revenue Summary with Comparison to Budget For The 12 Months Ending December 31, 2022 - 23 2022 2023 212 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD DECEMBER 31, 20 BUDGET UNEARNED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 01:28PM PAGE: 1 TAXES 101-31010 CURRENT AD VALOREM TAXES 5,549,303.09 5,549,303.09 5,641,000.00 91,696.91 98.4 101-31020 DELINQUENT AD VALOREM TAXES 29,103.40 29,103.40 20,000.00 ( 9,103.40)145.5 101-31040 FISCAL DISPARITIES 35,794.43 35,794.43 .00 ( 35,794.43).0 101-31050 PERSONAL PROPERTY TAX 12,008.92 12,008.92 .00 ( 12,008.92).0 101-31060 FORFEITED TAX SALE APPORTIONMT .00 .00 .00 .00 .0 101-31070 RENT CREDIT .00 .00 .00 .00 .0 101-31900 PENALTIES AND INTEREST-TAXES 1,363.92 1,363.92 3,500.00 2,136.08 39.0 TOTAL TAXES 5,627,573.76 5,627,573.76 5,664,500.00 36,926.24 99.4 LICENSES & PERMITS 101-32100 BUSINESS LICENSES .00 .00 .00 .00 .0 101-32110 BEER & LIQUOR LICENSES 11,900.00 11,900.00 7,100.00 ( 4,800.00)167.6 101-32120 CIGARETTE LICENSES 1,375.00 1,375.00 500.00 ( 875.00)275.0 101-32130 COMMERCIAL DOCK LICENSES .00 .00 .00 .00 .0 101-32140 SET UP LICENSES .00 .00 .00 .00 .0 101-32150 SEPTIC LICENSES .00 .00 .00 .00 .0 101-32170 GARBAGE HAULERS LICENSES 735.00 735.00 1,100.00 365.00 66.8 101-32180 OTHER BUSINESS LICENSE/PERMIT 6,030.00 6,030.00 8,000.00 1,970.00 75.4 101-32230 RENTAL LICENSES 4,135.36 4,135.36 2,000.00 ( 2,135.36)206.8 101-32240 DOG LICENSES ( 10.89)( 10.89).00 10.89 .0 101-32510 BUILDING PERMITS 664,184.97 664,184.97 475,000.00 ( 189,184.97)139.8 101-32520 ZONING PERMIT 2,245.21 2,245.21 1,500.00 ( 745.21)149.7 101-32530 MECHANICAL/SEPTIC/OTHER 130,423.07 130,423.07 60,000.00 ( 70,423.07)217.4 101-32590 PLUMBING PERMIT 54,974.62 54,974.62 30,000.00 ( 24,974.62)183.3 TOTAL LICENSES & PERMITS 875,992.34 875,992.34 585,200.00 ( 290,792.34)149.7 213 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD DECEMBER 31, 20 BUDGET UNEARNED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 01:28PM PAGE: 2 OTHER GOVERNMENTS 101-33220 FEDERAL GRANT-EMRGNCY PREP .00 .00 .00 .00 .0 101-33390 FEDERAL GRANT-OTHER .00 .00 .00 .00 .0 101-33410 HACA AID .00 .00 .00 .00 .0 101-33415 MARKET VALUE CREDIT 203.07 203.07 .00 ( 203.07).0 101-33416 POLICE TRAINING REIMBURSEMENT 30,895.75 30,895.75 23,000.00 ( 7,895.75)134.3 101-33420 FIRE STATE AID .00 .00 .00 .00 .0 101-33421 POLICE STATE AID 276,529.02 276,529.02 240,000.00 ( 36,529.02)115.2 101-33430 POLICE VEST REIMBURSEMENT .00 .00 .00 .00 .0 101-33440 MUNICIPAL STATE AID-STREETS .00 .00 .00 .00 .0 101-33450 LOCAL GOVERNMENT AID .00 .00 .00 .00 .0 101-33460 PERA STATE AID .00 .00 .00 .00 .0 101-33490 STATE GRANT-OTHER 351,320.78 351,320.78 140,000.00 ( 211,320.78)250.9 101-33610 COUNTY GRANT-RECYCLING .00 .00 .00 .00 .0 101-33690 COUNTY GRANT-OTHER .00 .00 .00 .00 .0 101-33800 OTHER GRANTS/AIDS .00 .00 .00 .00 .0 101-33890 GRANTS/AIDS FROM OTHER GOVTS .00 .00 .00 .00 .0 TOTAL OTHER GOVERNMENTS 658,948.62 658,948.62 403,000.00 ( 255,948.62)163.5 CHARGES FOR SERVICES 101-34200 ADMINISTRATIVE CHARGES FOR SVC 290,000.00 290,000.00 280,000.00 ( 10,000.00)103.6 101-34210 GENERAL TAXABLE SALES/SERVICE 99.84 99.84 2,000.00 1,900.16 5.0 101-34220 ASSESSMENTS SEARCHES 70.00 70.00 100.00 30.00 70.0 101-34230 FILING FEES-ELECTIONS/PLATS 16,170.00 16,170.00 190.00 ( 15,980.00)8510.5 101-34240 ZONING DISCLOSURE 435.00 435.00 .00 ( 435.00).0 101-34410 PLAN CHECK/SITE EXAM FEES 372,012.83 372,012.83 200,000.00 ( 172,012.83)186.0 101-34420 COND USE-VARIANCE-DEV FEES 23,180.00 23,180.00 19,000.00 ( 4,180.00)122.0 101-34430 ENGINEERING & LEGAL FEES 15,576.65 15,576.65 45,000.00 29,423.35 34.6 101-34440 BLDG PERMITS-MAIL IN FEES .00 .00 .00 .00 .0 101-34450 ON-SITE SEPTIC PROGRAM FEES 47,247.22 47,247.22 47,000.00 ( 247.22)100.5 101-34460 COOP AGREEMENT-INSPECTION 483.00 483.00 .00 ( 483.00).0 101-34610 COOP AGREEMENT-POLICE 2,688,054.02 2,688,054.02 2,773,980.00 85,925.98 96.9 101-34620 COOP AGREEMENT-ANIMAL CONTROL .00 .00 .00 .00 .0 101-34630 POLICE SPECIAL SERVICES 82,274.10 82,274.10 100,000.00 17,725.90 82.3 101-34640 FALSE ALARM FEES .00 .00 1,000.00 1,000.00 .0 101-34650 POLICE REPORTS 3,167.60 3,167.60 1,000.00 ( 2,167.60)316.8 101-34670 POLICE RESERVE RECEIPTS 31,691.25 31,691.25 .00 ( 31,691.25).0 101-34680 EXPLORERS PROGRAM 1,405.22 1,405.22 .00 ( 1,405.22).0 101-34781 OFF LEASH ANNUAL PASS 177.50 177.50 .00 ( 177.50).0 101-34783 PARK RESERVATIONS 9,370.00 9,370.00 2,000.00 ( 7,370.00)468.5 101-34810 COOP AGREEMENT-PUBLIC WORKS 229,916.99 229,916.99 202,000.00 ( 27,916.99)113.8 101-34812 COOP AGREEMENT-PUBLIC WORKS OT .00 .00 .00 .00 .0 101-34815 INTERDEPARTMENTAL SERVICES .00 .00 .00 .00 .0 101-34820 RECYCLING PROGRAM FEES .00 .00 .00 .00 .0 101-34830 BRUSH SITE FEES 2,354.00 2,354.00 1,000.00 ( 1,354.00)235.4 TOTAL CHARGES FOR SERVICES 3,813,685.22 3,813,685.22 3,674,270.00 ( 139,415.22)103.8 214 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD DECEMBER 31, 20 BUDGET UNEARNED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 01:28PM PAGE: 3 SOURCE 35 101-35104 OTHER FINES .00 .00 .00 .00 .0 101-35105 ADMIN CITATIONS .00 .00 15,000.00 15,000.00 .0 101-35400 COURT FINES 68,626.48 68,626.48 65,000.00 ( 3,626.48)105.6 101-35410 DRUG TASK FORCE .00 .00 .00 .00 .0 101-35420 DOG IMPOUND FEES .00 .00 .00 .00 .0 101-35620 ADMINISTRATIVE 30% SHARE .00 .00 .00 .00 .0 TOTAL SOURCE 35 68,626.48 68,626.48 80,000.00 11,373.52 85.8 MISCELLANEOUS 101-37699 UTILITY PENALTIES 16.14 16.14 .00 ( 16.14).0 101-37910 GREEN FEES 269,588.86 269,588.86 250,000.00 ( 19,588.86)107.8 101-37920 RENTAL-GOLF CARTS & CLUB 109,307.58 109,307.58 100,000.00 ( 9,307.58)109.3 101-37930 BEER SALES 24,876.17 24,876.17 16,000.00 ( 8,876.17)155.5 101-37935 POP SALES .00 .00 .00 .00 .0 101-37940 CONCESSIONS-TAXABLE 11,721.39 11,721.39 7,000.00 ( 4,721.39)167.5 101-37950 CONCESSIONS-NONTAXABLE .00 .00 .00 .00 .0 101-37960 GOLF BALL SALES 4,796.49 4,796.49 3,000.00 ( 1,796.49)159.9 101-37970 PRO SHOP-TAXABLE 795.53 795.53 1,000.00 204.47 79.6 101-37980 PRO SHOP-NONTAXABLE 3,569.79 3,569.79 .00 ( 3,569.79).0 101-37985 GOLF COURSE PRINTS .00 .00 .00 .00 .0 101-37990 OTHER GOLF COURSE RECEIPTS .00 .00 .00 .00 .0 101-37999 CASH OVER/SHORT 1.00 1.00 .00 ( 1.00).0 TOTAL MISCELLANEOUS 424,672.95 424,672.95 377,000.00 ( 47,672.95)112.7 SOURCE 39 101-39310 INTEREST ON INVESTMENTS .00 .00 160,000.00 160,000.00 .0 101-39315 INVESTMENT DISCOUNTS/PREMIUMS .00 .00 .00 .00 .0 101-39350 INTEREST-NOW ACCOUNT 647.87 647.87 900.00 252.13 72.0 101-39610 MISCELLANEOUS REVENUE 26,467.72 26,467.72 3,000.00 ( 23,467.72)882.3 101-39615 CONVENIENCE FEE .00 .00 .00 .00 .0 101-39620 RENT INCOME 5,400.00 5,400.00 5,400.00 .00 100.0 101-39630 CONTRIBUTIONS & DONATIONS 11,550.00 11,550.00 5,000.00 ( 6,550.00)231.0 101-39640 REFUNDS & REIMBURSEMENTS 3,654.33 3,654.33 5,000.00 1,345.67 73.1 101-39650 PAYMENTS IN LIEU OF TAXES .00 .00 .00 .00 .0 101-39670 SALE OF LAND .00 .00 .00 .00 .0 101-39680 SALE OF EQUIPMENT 275.00 275.00 30,000.00 29,725.00 .9 101-39920 RESIDUAL EQUITY TRANSFERS IN .00 .00 .00 .00 .0 101-39999 CASH OVER/SHORT .00 .00 .00 .00 .0 TOTAL SOURCE 39 47,994.92 47,994.92 209,300.00 161,305.08 22.9 TOTAL FUND REVENUE 11,517,494.29 11,517,494.29 10,993,270.00 ( 524,224.29)104.8 215 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 01:28PM PAGE: 4 NET REVENUE OVER EXPENDITURES 11,517,494.29 11,517,494.29 10,993,270.00 ( 524,224.29)104.8 216 City of Orono YTD Revenue 12-31-2023 0% 20% 40% 60% 80% 100% 120% Q1 2019 Q1 2020 Q1 2021 Q1 2022 Q1 2023 Q2 2019 Q2 2020 Q2 2021 Q2 2022 Q2 2023 Q3 2019 Q3 2020 Q3 2021 Q3 2022 Q3 2023 YE 2019 YE 2020 YE 2021 YE 2022 YE 2023Comparison To Budet2023 Revenue Comparisons 217 Adjusted Department Dec 31 Budget Percent Dec 31 Budget Balance Percent Mayor & Council ___-41110-___38,542 43,500 88.60% 45,415 42,750 (2,665) 106.23% Administration ___-41300-___383,060 418,200 91.60% 474,853 493,600 18,747 96.20% Elections ___-41410-___62,277 68,370 91.09% 35,223 38,800 3,577 90.78% Assessing ___-41550-___361,000 220,000 164.09% 254,000 260,000 6,000 97.69% Finance Department ___-41500-___303,516 279,150 108.73% 333,230 334,000 770 99.77% Law/Legal Services ___-41600-___132,017 133,000 99.26% 134,001 125,000 (9,001) 107.20% Central Services ___-41900-___300,137 329,700 91.03% 356,511 317,200 (39,311) 112.39% Human Services ___-41800-___- 12,400 0.00% 9,500 12,400 2,900 76.61% Police Department 101-42110-___4,999,779 5,147,000 97.14% 5,518,475 5,592,400 73,925 98.68% Fire Protection 101-42260-___472,797 455,941 103.70% 795,141 718,800 (76,341) 110.62% Building & Zoning ___-42400-___748,156 786,925 95.07% 827,298 820,970 (6,328) 100.77% Engineering ___-43170-___33,633 20,000 168.17% 33,205 20,000 (13,205) 166.02% Public Works ___-43000-___718,417 582,600 123.31% 712,329 609,500 (102,829) 116.87% Public Works - SP ___-43050-___85,227 92,900 91.74% 107,584 98,500 (9,084) 109.22% Brush Site ___-43100-___40,190 28,100 143.02% 32,626 43,300 10,674 75.35% Parks 101-45200-___324,634 342,350 94.83% 425,523 419,950 (5,573) 101.33% Golf Course ___-45210-___364,348 329,700 110.51% - - - 0.00% Special Services ___-43280-___266,170 249,200 106.81% 399,157 251,300 (147,857) 158.84% Special Projects ___-43290-___18,506 30,000 0.00% 4,775 30,000 25,225 15.92% Transfer to Other Funds ___-43290-720400,000 400,000 100.00% 400,000 400,000 - 100.00% 10,052,406 9,969,036 100.84% 10,898,845 10,628,470 (270,375) 102.54% 2022 2023 City of Orono Expenditure Summary with Comparison to Budget For The 12 Months Ending December 31, 2022 - 23 218 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 1 MAYOR & COUNCIL 101-41110-101 FULL-TIME EMPLOYEES REGULAR 18,200.16 18,200.16 18,200.00 ( .16)100.0 101-41110-122 FICA 1,392.25 1,392.25 1,400.00 7.75 99.5 101-41110-151 WORKER'S COMP INSURANCE PREM 100.00 100.00 100.00 .00 100.0 101-41110-301 AUDITING AND ACCT'G SERVICES .00 .00 .00 .00 .0 101-41110-313 IT SERVICES 1,000.00 1,000.00 1,000.00 .00 100.0 101-41110-319 PROFESSIONAL SERVICES 4,355.50 4,355.50 5,000.00 644.50 87.1 101-41110-433 MEMBERSHIPS 13,610.00 13,610.00 13,650.00 40.00 99.7 101-41110-437 TRAINING & DEVELOPMENT 1,484.95 1,484.95 400.00 ( 1,084.95)371.2 101-41110-439 MEETING EXPENSES 4,638.48 4,638.48 3,000.00 ( 1,638.48)154.6 101-41110-489 OTHER MISCELLANEOUS CHARGES 633.80 633.80 .00 ( 633.80).0 TOTAL MAYOR & COUNCIL 45,415.14 45,415.14 42,750.00 ( 2,665.14)106.2 ADMINISTRATION 101-41300-101 FULL-TIME EMPLOYEES REGULAR 351,447.17 351,447.17 340,700.00 ( 10,747.17)103.2 101-41300-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 1,300.00 1,300.00 .0 101-41300-103 PART-TIME EMPLOYEES 1,972.55 1,972.55 .00 ( 1,972.55).0 101-41300-104 TEMPORARY/SEASONAL EMPLOYEES 2,377.50 2,377.50 23,000.00 20,622.50 10.3 101-41300-111 OTHER .00 .00 .00 .00 .0 101-41300-121 PERA 25,824.57 25,824.57 25,700.00 ( 124.57)100.5 101-41300-122 FICA 26,715.81 26,715.81 27,900.00 1,184.19 95.8 101-41300-135 CITY BENEFIT CONTRIBUTION 46,270.36 46,270.36 56,000.00 9,729.64 82.6 101-41300-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-41300-143 OPEB EXPENSE .00 .00 .00 .00 .0 101-41300-151 WORKER'S COMP INSURANCE PREM 2,200.00 2,200.00 2,200.00 .00 100.0 101-41300-208 BOOKS & PERIODICALS .00 .00 300.00 300.00 .0 101-41300-313 IT SERVICES 7,500.00 7,500.00 7,500.00 .00 100.0 101-41300-319 PROFESSIONAL SERVICES 582.25 582.25 .00 ( 582.25).0 101-41300-331 TRAVEL EXPENSES 856.52 856.52 500.00 ( 356.52)171.3 101-41300-340 GENERAL ADVERTISING 607.60 607.60 .00 ( 607.60).0 101-41300-433 MEMBERSHIPS 440.00 440.00 1,000.00 560.00 44.0 101-41300-437 TRAINING & DEVELOPMENT 3,626.01 3,626.01 4,000.00 373.99 90.7 101-41300-439 MEETING EXPENSES 2,130.36 2,130.36 500.00 ( 1,630.36)426.1 101-41300-489 OTHER MISCELLANEOUS CHARGES 2,302.53 2,302.53 3,000.00 697.47 76.8 TOTAL ADMINISTRATION 474,853.23 474,853.23 493,600.00 18,746.77 96.2 219 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 2 ELECTIONS 101-41410-101 FULL-TIME EMPLOYEES REGULAR 21,747.78 21,747.78 22,300.00 552.22 97.5 101-41410-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 1,000.00 1,000.00 .0 101-41410-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-41410-121 PERA 1,575.01 1,575.01 1,700.00 124.99 92.7 101-41410-122 FICA 1,600.39 1,600.39 1,800.00 199.61 88.9 101-41410-135 CITY BENEFIT CONTRIBUTION 5,158.02 5,158.02 6,300.00 1,141.98 81.9 101-41410-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-41410-151 WORKER'S COMP INSURANCE PREM 100.00 100.00 100.00 .00 100.0 101-41410-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0 101-41410-221 EQUIPMENT PARTS & ACCESSORIES 1,918.88 1,918.88 2,500.00 581.12 76.8 101-41410-240 SMALL TOOLS AND MINOR EQUIP .00 .00 1,000.00 1,000.00 .0 101-41410-313 IT SERVICES 1,000.00 1,000.00 1,000.00 .00 100.0 101-41410-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-41410-322 POSTAGE .00 .00 .00 .00 .0 101-41410-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 101-41410-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 101-41410-412 BUILDING RENTALS .00 .00 .00 .00 .0 101-41410-415 OTHER EQUIPMENT RENTALS .00 .00 .00 .00 .0 101-41410-437 TRAINING & DEVELOPMENT 1,672.51 1,672.51 100.00 ( 1,572.51)1672.5 101-41410-439 MEETING EXPENSES 421.99 421.99 .00 ( 421.99).0 101-41410-489 OTHER MISCELLANEOUS CHARGES 27.98 27.98 1,000.00 972.02 2.8 TOTAL ELECTIONS 35,222.56 35,222.56 38,800.00 3,577.44 90.8 COMMUNICATIONS 101-41430-101 FULL-TIME EMPLOYEES REGULAR .00 .00 .00 .00 .0 101-41430-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 101-41430-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 101-41430-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-41430-121 PERA .00 .00 .00 .00 .0 101-41430-122 FICA .00 .00 .00 .00 .0 101-41430-135 CITY BENEFIT CONTRIBUTION .00 .00 .00 .00 .0 101-41430-151 WORKER'S COMP INSURANCE PREM .00 .00 .00 .00 .0 101-41430-313 IT SERVICES .00 .00 .00 .00 .0 101-41430-315 WEBSITE HOSTING .00 .00 .00 .00 .0 101-41430-322 POSTAGE .00 .00 .00 .00 .0 101-41430-325 NEWSLETTERS .00 .00 .00 .00 .0 101-41430-352 PRINTING & PUBLISHING .00 .00 .00 .00 .0 101-41430-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 TOTAL COMMUNICATIONS .00 .00 .00 .00 .0 220 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 3 FINANCE DEPARTMENT 101-41500-101 FULL-TIME EMPLOYEES REGULAR 246,697.54 246,697.54 235,400.00 ( 11,297.54)104.8 101-41500-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 200.00 200.00 .0 101-41500-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 101-41500-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-41500-121 PERA 16,772.61 16,772.61 17,700.00 927.39 94.8 101-41500-122 FICA 15,902.62 15,902.62 18,000.00 2,097.38 88.4 101-41500-135 CITY BENEFIT CONTRIBUTION 40,248.25 40,248.25 50,400.00 10,151.75 79.9 101-41500-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-41500-143 OPEB EXPENSE .00 .00 .00 .00 .0 101-41500-151 WORKER'S COMP INSURANCE PREM 1,600.00 1,600.00 1,600.00 .00 100.0 101-41500-208 BOOKS & PERIODICALS 65.00 65.00 .00 ( 65.00).0 101-41500-301 AUDITING AND ACCT'G SERVICES 500.00 500.00 .00 ( 500.00).0 101-41500-313 IT SERVICES 6,500.00 6,500.00 6,500.00 .00 100.0 101-41500-331 TRAVEL EXPENSES 173.12 173.12 200.00 26.88 86.6 101-41500-433 MEMBERSHIPS 250.95 250.95 500.00 249.05 50.2 101-41500-437 TRAINING & DEVELOPMENT 4,520.00 4,520.00 3,500.00 ( 1,020.00)129.1 TOTAL FINANCE DEPARTMENT 333,230.09 333,230.09 334,000.00 769.91 99.8 ASSESSING 101-41550-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-41550-302 ASSESSING SERVICES 254,000.00 254,000.00 260,000.00 6,000.00 97.7 TOTAL ASSESSING 254,000.00 254,000.00 260,000.00 6,000.00 97.7 LAW/LEGAL SERVICES 101-41600-305 LEGAL-REPRESENTATION .00 .00 .00 .00 .0 101-41600-306 LEGAL-PROSECUTION 43,625.12 43,625.12 40,000.00 ( 3,625.12)109.1 101-41600-307 LEGAL-CONSULTING 85,559.53 85,559.53 75,000.00 ( 10,559.53)114.1 101-41600-308 CODE ENFORCEMENT .00 .00 4,000.00 4,000.00 .0 101-41600-309 JAIL CHARGES 4,816.08 4,816.08 6,000.00 1,183.92 80.3 TOTAL LAW/LEGAL SERVICES 134,000.73 134,000.73 125,000.00 ( 9,000.73)107.2 HUMAN SERVICES 101-41800-490 CONTRIBUTIONS TO CIVIC ORG'S 9,500.00 9,500.00 12,400.00 2,900.00 76.6 TOTAL HUMAN SERVICES 9,500.00 9,500.00 12,400.00 2,900.00 76.6 221 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 4 CENTRAL SERVICES 101-41900-103 PART-TIME EMPLOYEES 19,962.78 19,962.78 18,900.00 ( 1,062.78)105.6 101-41900-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-41900-121 PERA 49.02 49.02 .00 ( 49.02).0 101-41900-122 FICA 1,793.58 1,793.58 1,400.00 ( 393.58)128.1 101-41900-135 CITY BENEFIT CONTRIBUTION 890.04 890.04 700.00 ( 190.04)127.2 101-41900-151 WORKER'S COMP INSURANCE PREM 1,200.00 1,200.00 1,200.00 .00 100.0 101-41900-201 OFFICE SUPPLIES 5,500.61 5,500.61 11,000.00 5,499.39 50.0 101-41900-221 EQUIPMENT PARTS & ACCESSORIES 7,530.86 7,530.86 1,000.00 ( 6,530.86)753.1 101-41900-223 BLDG/GROUNDS MAINT. SUPPLIES 11,510.99 11,510.99 6,000.00 ( 5,510.99)191.9 101-41900-301 AUDITING AND ACCT'G SERVICES 29,000.00 29,000.00 30,000.00 1,000.00 96.7 101-41900-310 LOGIS-APPLICATIONS .00 .00 .00 .00 .0 101-41900-311 DATA PROCESSING COMMUNICATION .00 .00 .00 .00 .0 101-41900-312 BANK FEES 4,034.45 4,034.45 1,000.00 ( 3,034.45)403.5 101-41900-313 IT SERVICES 60,000.00 60,000.00 60,000.00 .00 100.0 101-41900-314 FLEET SERVICES .00 .00 .00 .00 .0 101-41900-319 PROFESSIONAL SERVICES 13,647.97 13,647.97 8,000.00 ( 5,647.97)170.6 101-41900-321 TELEPHONE 22,036.45 22,036.45 16,000.00 ( 6,036.45)137.7 101-41900-322 POSTAGE 7,036.53 7,036.53 5,500.00 ( 1,536.53)127.9 101-41900-329 INTERNET/OTHER COMMUNICATIONS .00 .00 .00 .00 .0 101-41900-340 GENERAL ADVERTISING 4,901.58 4,901.58 .00 ( 4,901.58).0 101-41900-352 PRINTING & PUBLISHING 20,938.05 20,938.05 22,000.00 1,061.95 95.2 101-41900-361 GENERAL LIABILITY INS 12,000.00 12,000.00 12,000.00 .00 100.0 101-41900-362 UMBRELLA LIABILITY INS 17,000.00 17,000.00 17,000.00 .00 100.0 101-41900-363 BONDS INSURANCE 1,000.00 1,000.00 1,000.00 .00 100.0 101-41900-364 MONEYS & SECURITIES INS .00 .00 .00 .00 .0 101-41900-365 BOILER & MACHINERY INS .00 .00 .00 .00 .0 101-41900-366 PROPERTY INSURANCE 16,000.00 16,000.00 16,000.00 .00 100.0 101-41900-367 EQUIPMENT FLOATERS INS .00 .00 .00 .00 .0 101-41900-368 AUTOMOTIVE INSURANCE 5,000.00 5,000.00 5,000.00 .00 100.0 101-41900-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 101-41900-381 GAS & ELECTRIC 41,934.82 41,934.82 34,000.00 ( 7,934.82)123.3 101-41900-382 WATER UTILITIES 8,517.14 8,517.14 7,500.00 ( 1,017.14)113.6 101-41900-401 REPAIRS/MAINT-OFFICE EQUIP 7,551.25 7,551.25 500.00 ( 7,051.25)1510.3 101-41900-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 .00 .00 .0 101-41900-404 REPAIRS/MAINT-BLDGS/GROUNDS 35,973.74 35,973.74 40,000.00 4,026.26 89.9 101-41900-407 JANITORIAL SERVICES 130.42 130.42 .00 ( 130.42).0 101-41900-413 OFFICE EQUIPMENT RENTAL .00 .00 .00 .00 .0 101-41900-416 SOFTWARE LICENSING 119.88 119.88 .00 ( 119.88).0 101-41900-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 101-41900-441 LICENSES & TAXES 370.00 370.00 500.00 130.00 74.0 101-41900-489 OTHER MISCELLANEOUS CHARGES 881.09 881.09 1,000.00 118.91 88.1 101-41900-512 SPEC ASSMTS ON LAND & INT .00 .00 .00 .00 .0 101-41900-750 INTEREST ON SPECIAL ASSMNTS .00 .00 .00 .00 .0 TOTAL CENTRAL SERVICES 356,511.25 356,511.25 317,200.00 ( 39,311.25)112.4 222 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 5 POLICE DEPARTMENT 101-42110-101 FULL-TIME EMPLOYEES REGULAR 2,994,195.75 2,994,195.75 3,086,000.00 91,804.25 97.0 101-42110-102 FULL-TIME EMPLOYEES OVERTIME 116,036.97 116,036.97 50,000.00 ( 66,036.97)232.1 101-42110-103 PART-TIME EMPLOYEES 88,360.30 88,360.30 80,000.00 ( 8,360.30)110.5 101-42110-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-42110-105 SPECIALTY PAY 15,878.83 15,878.83 .00 ( 15,878.83).0 101-42110-106 CSO/CADETS 20,359.76 20,359.76 .00 ( 20,359.76).0 101-42110-121 PERA 535,659.66 535,659.66 527,200.00 ( 8,459.66)101.6 101-42110-122 FICA 62,502.63 62,502.63 63,600.00 1,097.37 98.3 101-42110-135 CITY BENEFIT CONTRIBUTION 447,763.08 447,763.08 442,900.00 ( 4,863.08)101.1 101-42110-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-42110-143 OPEB EXPENSE .00 .00 .00 .00 .0 101-42110-151 WORKER'S COMP INSURANCE PREM 255,500.00 255,500.00 255,500.00 .00 100.0 101-42110-201 OFFICE SUPPLIES 4,961.74 4,961.74 10,000.00 5,038.26 49.6 101-42110-208 BOOKS & PERIODICALS 290.24 290.24 1,000.00 709.76 29.0 101-42110-212 MOTOR FUELS & LUBRICANTS 82,588.89 82,588.89 140,000.00 57,411.11 59.0 101-42110-221 EQUIPMENT PARTS & ACCESSORIES 5,712.40 5,712.40 15,000.00 9,287.60 38.1 101-42110-223 BLDG/GROUNDS MAINT. SUPPLIES 546.24 546.24 .00 ( 546.24).0 101-42110-226 CLOTHING & PERSONAL EQUIPMENT 39,623.61 39,623.61 30,000.00 ( 9,623.61)132.1 101-42110-228 TRAINING SUPPLIES 30,689.38 30,689.38 20,000.00 ( 10,689.38)153.5 101-42110-229 EXPLORERS PROGRAM EXPENSES 2,193.75 2,193.75 2,500.00 306.25 87.8 101-42110-230 ANIMAL SUPPLIES 138.79 138.79 .00 ( 138.79).0 101-42110-240 SMALL TOOLS AND MINOR EQUIP 6,367.45 6,367.45 6,000.00 ( 367.45)106.1 101-42110-304 ENGINEERING-CONSULTING .00 .00 .00 .00 .0 101-42110-307 LEGAL-CONSULTING 3,591.00 3,591.00 8,000.00 4,409.00 44.9 101-42110-310 LOGIS-APPLICATIONS 106,728.00 106,728.00 162,000.00 55,272.00 65.9 101-42110-311 DATA PROCESSING COMMUNICATION 12,519.16 12,519.16 10,000.00 ( 2,519.16)125.2 101-42110-313 IT SERVICES 105,000.00 105,000.00 105,000.00 .00 100.0 101-42110-314 FLEET SERVICES .00 .00 .00 .00 .0 101-42110-317 ANIMAL CARE 1,656.84 1,656.84 2,500.00 843.16 66.3 101-42110-318 ANIMAL PROFESSIONAL SERVICES 750.49 750.49 .00 ( 750.49).0 101-42110-319 PROFESSIONAL SERVICES 42,688.18 42,688.18 25,000.00 ( 17,688.18)170.8 101-42110-321 TELEPHONE 15,772.18 15,772.18 24,000.00 8,227.82 65.7 101-42110-322 POSTAGE 39.50 39.50 800.00 760.50 4.9 101-42110-329 INTERNET/OTHER COMMUNICATIONS .00 .00 .00 .00 .0 101-42110-331 TRAVEL EXPENSES 234.49 234.49 300.00 65.51 78.2 101-42110-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 101-42110-352 PRINTING & PUBLISHING 780.80 780.80 1,500.00 719.20 52.1 101-42110-361 GENERAL LIABILITY INS 70,000.00 70,000.00 70,000.00 .00 100.0 101-42110-362 UMBRELLA LIABILITY INS 30,000.00 30,000.00 30,000.00 .00 100.0 101-42110-366 PROPERTY INSURANCE 1,300.00 1,300.00 1,300.00 .00 100.0 101-42110-367 EQUIPMENT FLOATERS INS .00 .00 .00 .00 .0 101-42110-368 AUTOMOTIVE INSURANCE 21,000.00 21,000.00 21,000.00 .00 100.0 101-42110-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 101-42110-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0 101-42110-381 GAS & ELECTRIC 21,483.62 21,483.62 20,000.00 ( 1,483.62)107.4 101-42110-382 WATER UTILITIES 3,917.68 3,917.68 3,000.00 ( 917.68)130.6 101-42110-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 1,000.00 1,000.00 .0 101-42110-402 REPAIRS/MAINT-AUTO EQUIP 23,337.49 23,337.49 40,000.00 16,662.51 58.3 101-42110-403 REPAIRS/MAINT-MISC. EQUIP 5,508.60 5,508.60 5,500.00 ( 8.60)100.2 101-42110-404 REPAIRS/MAINT-BLDGS/GROUNDS 4,955.33 4,955.33 15,000.00 10,044.67 33.0 101-42110-407 JANITORIAL SERVICES 967.48 967.48 15,000.00 14,032.52 6.5 101-42110-413 OFFICE EQUIPMENT RENTAL .00 .00 .00 .00 .0 223 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 6 101-42110-414 EDP/COMMUNICATIONS EQUIP RENT 35,357.56 35,357.56 30,000.00 ( 5,357.56)117.9 101-42110-416 SOFTWARE LICENSING 12,373.83 12,373.83 .00 ( 12,373.83).0 101-42110-433 MEMBERSHIPS 9,043.32 9,043.32 5,000.00 ( 4,043.32)180.9 101-42110-436 TOWING CHARGES 1,874.34 1,874.34 .00 ( 1,874.34).0 101-42110-437 TRAINING & DEVELOPMENT 37,508.88 37,508.88 40,000.00 2,491.12 93.8 101-42110-438 DISTRIBUTION TO OTHER GOVMNTS 29,778.56 29,778.56 .00 ( 29,778.56).0 101-42110-439 MEETING EXPENSES 1,308.17 1,308.17 2,000.00 691.83 65.4 101-42110-440 SPECIAL EQUIPMENT REPLACEMENT 29,891.74 29,891.74 .00 ( 29,891.74).0 101-42110-441 LICENSES & TAXES 217.55 217.55 1,300.00 1,082.45 16.7 101-42110-489 OTHER MISCELLANEOUS CHARGES 182.45 182.45 2,500.00 2,317.55 7.3 101-42110-520 BUILDINGS AND STRUCTURES .00 .00 .00 .00 .0 101-42110-550 AUTOMOTIVE EQUIPMENT 139,269.55 139,269.55 200,000.00 60,730.45 69.6 101-42110-560 FURNITURE AND FIXTURES .00 .00 .00 .00 .0 101-42110-570 OFFICE EQUIP AND FURNISHINGS .00 .00 .00 .00 .0 101-42110-575 IT HARDWARE & APPLICATIONS 29,312.90 29,312.90 .00 ( 29,312.90).0 101-42110-580 OTHER EQUIPMENT 10,756.21 10,756.21 21,000.00 10,243.79 51.2 TOTAL POLICE DEPARTMENT 5,518,475.37 5,518,475.37 5,592,400.00 73,924.63 98.7 224 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 7 FIRE PROTECTION SERVICES 101-42260-101 FULL-TIME EMPLOYEES REGULAR 117,352.80 117,352.80 120,100.00 2,747.20 97.7 101-42260-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 101-42260-103 PART-TIME EMPLOYEES 4,690.00 4,690.00 .00 ( 4,690.00).0 101-42260-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-42260-107 POC FIRE FIGHTERS .00 .00 .00 .00 .0 101-42260-121 PERA 21,601.50 21,601.50 21,300.00 ( 301.50)101.4 101-42260-122 FICA 1,737.27 1,737.27 1,700.00 ( 37.27)102.2 101-42260-135 CITY BENEFIT CONTRIBUTION 11,343.65 11,343.65 21,000.00 9,656.35 54.0 101-42260-151 WORKER'S COMP INSURANCE PREM .00 .00 10,700.00 10,700.00 .0 101-42260-201 OFFICE SUPPLIES .00 .00 .00 .00 .0 101-42260-203 PRINTED FORMS AND PAPER .00 .00 .00 .00 .0 101-42260-208 PUBLIC SAFETY ED MATERIALS .00 .00 .00 .00 .0 101-42260-212 MOTOR FUELS & LUBRICANTS 2,053.21 2,053.21 .00 ( 2,053.21).0 101-42260-215 SHOP SUPPLIES .00 .00 .00 .00 .0 101-42260-216 CHEMICALS .00 .00 .00 .00 .0 101-42260-219 MEDICAL SUPPLIES 695.65 695.65 .00 ( 695.65).0 101-42260-221 EQUIPMENT PARTS & ACCESSORIES 3,403.96 3,403.96 .00 ( 3,403.96).0 101-42260-223 BLDG/GROUNDS MAINT. SUPPLIES .00 .00 .00 .00 .0 101-42260-226 CLOTHING & PERSONAL EQUIPMENT 6,707.07 6,707.07 .00 ( 6,707.07).0 101-42260-228 TRAINING SUPPLIES .00 .00 .00 .00 .0 101-42260-240 SMALL TOOLS AND MINOR EQUIP .00 .00 .00 .00 .0 101-42260-305 MEDICALS 4,123.00 4,123.00 .00 ( 4,123.00).0 101-42260-307 LEGAL-CONSULTING 2,957.70 2,957.70 .00 ( 2,957.70).0 101-42260-310 TURN OUT GEAR WASHING-REPAIR .00 .00 .00 .00 .0 101-42260-313 IT SERVICES .00 .00 .00 .00 .0 101-42260-314 FLEET SERVICES .00 .00 .00 .00 .0 101-42260-318 FIRE SERVICES 589,973.50 589,973.50 544,000.00 ( 45,973.50)108.5 101-42260-319 PROFESSIONAL SERVICES 10,829.47 10,829.47 .00 ( 10,829.47).0 101-42260-321 TELEPHONE .00 .00 .00 .00 .0 101-42260-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 101-42260-340 GENERAL ADVERTISING 1,089.00 1,089.00 .00 ( 1,089.00).0 101-42260-361 GENERAL LIABILITY INS .00 .00 .00 .00 .0 101-42260-362 UMBRELLA LIABILITY INS .00 .00 .00 .00 .0 101-42260-366 PROPERTY INSURANCE .00 .00 .00 .00 .0 101-42260-367 EQUIPMENT FLOATERS INS .00 .00 .00 .00 .0 101-42260-368 AUTOMOTIVE INSURANCE .00 .00 .00 .00 .0 101-42260-381 GAS & ELECTRIC .00 .00 .00 .00 .0 101-42260-382 WATER UTILITIES .00 .00 .00 .00 .0 101-42260-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 101-42260-402 REPAIRS/MAINT-AUTO EQUIP 1,225.72 1,225.72 .00 ( 1,225.72).0 101-42260-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 .00 .00 .0 101-42260-414 EDP/COMMUNICATIONS EQUIP RENT .00 .00 .00 .00 .0 101-42260-433 MEMBERSHIPS 541.25 541.25 .00 ( 541.25).0 101-42260-437 TRAINING & DEVELOPMENT 12,637.08 12,637.08 .00 ( 12,637.08).0 101-42260-439 MEETING EXPENSES .00 .00 .00 .00 .0 101-42260-441 LICENSES & TAXES 100.00 100.00 .00 ( 100.00).0 101-42260-489 OTHER MISCELLANEOUS CHARGES 2,078.70 2,078.70 .00 ( 2,078.70).0 TOTAL FIRE PROTECTION SERVICES 795,140.53 795,140.53 718,800.00 ( 76,340.53)110.6 225 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 8 BUILDING & ZONING 101-42400-101 FULL-TIME EMPLOYEES REGULAR 542,093.74 542,093.74 530,700.00 ( 11,393.74)102.2 101-42400-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 200.00 200.00 .0 101-42400-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 101-42400-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-42400-121 PERA 40,657.02 40,657.02 39,800.00 ( 857.02)102.2 101-42400-122 FICA 40,938.46 40,938.46 40,600.00 ( 338.46)100.8 101-42400-135 CITY BENEFIT CONTRIBUTION 113,880.00 113,880.00 116,200.00 2,320.00 98.0 101-42400-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-42400-143 OPEB EXPENSE .00 .00 .00 .00 .0 101-42400-151 WORKER'S COMP INSURANCE PREM 3,800.00 3,800.00 3,800.00 .00 100.0 101-42400-208 BOOKS & PERIODICALS .00 .00 420.00 420.00 .0 101-42400-212 MOTOR FUELS & LUBRICANTS 1,682.69 1,682.69 .00 ( 1,682.69).0 101-42400-221 EQUIPMENT PARTS & ACCESSORIES 18.40 18.40 500.00 481.60 3.7 101-42400-226 CLOTHING & PERSONAL EQUIPMENT .00 .00 500.00 500.00 .0 101-42400-240 SMALL TOOLS AND MINOR EQUIP .00 .00 500.00 500.00 .0 101-42400-304 ENGINEERING-CONSULTING 13,044.00 13,044.00 1,000.00 ( 12,044.00)1304.4 101-42400-305 GIS/MAPPING 5,131.50 5,131.50 2,000.00 ( 3,131.50)256.6 101-42400-307 LEGAL-CONSULTING 9,761.20 9,761.20 15,000.00 5,238.80 65.1 101-42400-310 INSPECTION SERVICES 10,931.74 10,931.74 20,000.00 9,068.26 54.7 101-42400-312 BANK FEES .00 .00 .00 .00 .0 101-42400-313 IT SERVICES 28,000.00 28,000.00 28,000.00 .00 100.0 101-42400-314 FLEET SERVICES .00 .00 1,000.00 1,000.00 .0 101-42400-319 PROFESSIONAL SERVICES 4,133.75 4,133.75 3,500.00 ( 633.75)118.1 101-42400-321 TELEPHONE 1,986.94 1,986.94 2,500.00 513.06 79.5 101-42400-331 TRAVEL EXPENSES 166.49 166.49 250.00 83.51 66.6 101-42400-340 GENERAL ADVERTISING 931.88 931.88 1,600.00 668.12 58.2 101-42400-352 PRINTING & PUBLISHING 109.40 109.40 .00 ( 109.40).0 101-42400-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 101-42400-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 .00 .00 .0 101-42400-415 OTHER EQUIPMENT RENTALS .00 .00 .00 .00 .0 101-42400-416 SOFTWARE LICENSING 4,186.41 4,186.41 .00 ( 4,186.41).0 101-42400-433 MEMBERSHIPS 1,153.00 1,153.00 1,800.00 647.00 64.1 101-42400-437 TRAINING & DEVELOPMENT 4,681.44 4,681.44 11,000.00 6,318.56 42.6 101-42400-439 MEETING EXPENSES 9.92 9.92 100.00 90.08 9.9 101-42400-441 LICENSES & TAXES .00 .00 .00 .00 .0 TOTAL BUILDING & ZONING 827,297.98 827,297.98 820,970.00 ( 6,327.98)100.8 226 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 9 PUBLIC WORKS DEPARTMENT 101-43000-101 FULL-TIME EMPLOYEES REGULAR 189,900.38 189,900.38 177,400.00 ( 12,500.38)107.1 101-43000-102 FULL-TIME EMPLOYEES OVERTIME 6,246.07 6,246.07 11,000.00 4,753.93 56.8 101-43000-121 PERA 13,801.53 13,801.53 13,000.00 ( 801.53)106.2 101-43000-122 FICA 13,620.45 13,620.45 14,300.00 679.55 95.3 101-43000-135 CITY BENEFIT CONTRIBUTION 26,269.99 26,269.99 32,000.00 5,730.01 82.1 101-43000-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-43000-143 OPEB EXPENSE .00 .00 .00 .00 .0 101-43000-151 WORKER'S COMP INSURANCE PREM 11,000.00 11,000.00 11,000.00 .00 100.0 101-43000-208 BOOKS & PERIODICALS 530.20 530.20 .00 ( 530.20).0 101-43000-212 MOTOR FUELS & LUBRICANTS 545.50 545.50 .00 ( 545.50).0 101-43000-221 EQUIPMENT PARTS & ACCESSORIES 6,119.36 6,119.36 1,000.00 ( 5,119.36)611.9 101-43000-222 VEHICLE EQUIPMENT & PARTS 5,553.69 5,553.69 .00 ( 5,553.69).0 101-43000-224 STREET MAINT. MATERIALS/SUPPLY 89,413.31 89,413.31 84,000.00 ( 5,413.31)106.4 101-43000-226 CLOTHING & PERSONAL EQUIPMENT 9,319.28 9,319.28 10,000.00 680.72 93.2 101-43000-240 SMALL TOOLS AND MINOR EQUIP 9,114.14 9,114.14 4,000.00 ( 5,114.14)227.9 101-43000-304 PW ENGINEERING-CONSULTING 1,255.50 1,255.50 800.00 ( 455.50)156.9 101-43000-305 GIS/MAPPING 3,808.50 3,808.50 800.00 ( 3,008.50)476.1 101-43000-313 IT SERVICES 4,500.00 4,500.00 4,500.00 .00 100.0 101-43000-314 FLEET SERVICES 100,000.00 100,000.00 100,000.00 .00 100.0 101-43000-319 PROFESSIONAL SERVICES 2,273.37 2,273.37 .00 ( 2,273.37).0 101-43000-321 TELEPHONE 7,225.32 7,225.32 1,000.00 ( 6,225.32)722.5 101-43000-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 101-43000-340 GENERAL ADVERTISING 349.20 349.20 .00 ( 349.20).0 101-43000-381 GAS & ELECTRIC 5,493.53 5,493.53 4,200.00 ( 1,293.53)130.8 101-43000-386 STREET LIGHTING 34,220.39 34,220.39 30,000.00 ( 4,220.39)114.1 101-43000-402 REPAIRS/MAINT-AUTO EQUIP 1,095.96 1,095.96 .00 ( 1,095.96).0 101-43000-403 REPAIRS/MAINT-MISC. EQUIP 16,891.85 16,891.85 .00 ( 16,891.85).0 101-43000-404 REPAIRS/MAINT-BLDGS/GROUNDS 3,590.69 3,590.69 .00 ( 3,590.69).0 101-43000-408 CONTRACTED STREET MAINT.127,084.85 127,084.85 80,000.00 ( 47,084.85)158.9 101-43000-409 OFFICE EQUIPMENT RENTAL .00 .00 .00 .00 .0 101-43000-414 EDP/COMMUNICATIONS EQUIP RENT 296.89 296.89 2,400.00 2,103.11 12.4 101-43000-415 OTHER EQUIPMENT RENTALS 3,838.90 3,838.90 4,000.00 161.10 96.0 101-43000-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 101-43000-433 MEMBERSHIPS 238.75 238.75 300.00 61.25 79.6 101-43000-437 TRAINING & DEVELOPMENT 8,855.50 8,855.50 3,000.00 ( 5,855.50)295.2 101-43000-441 LICENSES & TAXES 270.34 270.34 300.00 29.66 90.1 101-43000-489 OTHER MISCELLANEOUS CHARGES 9,605.30 9,605.30 500.00 ( 9,105.30)1921.1 101-43000-590 STREET CONSTRUCTION .00 .00 20,000.00 20,000.00 .0 TOTAL PUBLIC WORKS DEPARTMENT 712,328.74 712,328.74 609,500.00 ( 102,828.74)116.9 227 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 10 PUBLIC WORKS - SPRING PARK 101-43050-101 FULL-TIME EMPLOYEES REGULAR 73,480.73 73,480.73 67,900.00 ( 5,580.73)108.2 101-43050-102 FULL-TIME EMPLOYEES OVERTIME 3,102.09 3,102.09 .00 ( 3,102.09).0 101-43050-121 PERA 6,136.63 6,136.63 5,100.00 ( 1,036.63)120.3 101-43050-122 FICA 6,044.14 6,044.14 5,200.00 ( 844.14)116.2 101-43050-135 CITY BENEFIT CONTRIBUTION 11,099.21 11,099.21 13,700.00 2,600.79 81.0 101-43050-151 WORKER'S COMP INSURANCE PREM .00 .00 5,100.00 5,100.00 .0 101-43050-224 STREET MAINT. MATERIALS/SUPPLY .00 .00 .00 .00 .0 101-43050-227 UTILITY SYSTEM MAINT. SUPPLIES 2,160.94 2,160.94 .00 ( 2,160.94).0 101-43050-313 IT SERVICES .00 .00 500.00 500.00 .0 101-43050-314 FLEET SERVICES 1,000.00 1,000.00 1,000.00 .00 100.0 101-43050-319 PROFESSIONAL SERVICES 2,673.06 2,673.06 .00 ( 2,673.06).0 101-43050-489 OTHER MISCELLANEOUS CHARGES 1,886.95 1,886.95 .00 ( 1,886.95).0 TOTAL PUBLIC WORKS - SPRING PARK 107,583.75 107,583.75 98,500.00 ( 9,083.75)109.2 BRUSH SITE 101-43100-104 TEMPORARY/SEASONAL EMPLOYEES 10,996.35 10,996.35 10,800.00 ( 196.35)101.8 101-43100-121 PERA 824.76 824.76 .00 ( 824.76).0 101-43100-122 FICA 841.30 841.30 800.00 ( 41.30)105.2 101-43100-151 WORKER'S COMP INSURANCE PREM .00 .00 700.00 700.00 .0 101-43100-223 BLDG/GROUNDS MAINT. SUPPLIES 555.00 555.00 250.00 ( 305.00)222.0 101-43100-312 BANK FEES 3.53 3.53 .00 ( 3.53).0 101-43100-313 IT SERVICES 250.00 250.00 250.00 .00 100.0 101-43100-321 TELEPHONE 1,297.77 1,297.77 500.00 ( 797.77)259.6 101-43100-352 PRINTING & PUBLISHING .00 .00 .00 .00 .0 101-43100-361 GENERAL LIABILITY INS .00 .00 .00 .00 .0 101-43100-381 GAS & ELECTRIC 408.18 408.18 .00 ( 408.18).0 101-43100-404 REPAIRS/MAINT-BLDGS/GROUNDS 203.77 203.77 30,000.00 29,796.23 .7 101-43100-415 OTHER EQUIPMENT RENTALS 840.09 840.09 .00 ( 840.09).0 101-43100-489 OTHER MISCELLANEOUS CHARGES 16,405.00 16,405.00 .00 ( 16,405.00).0 TOTAL BRUSH SITE 32,625.75 32,625.75 43,300.00 10,674.25 75.4 ENGINEERING 101-43170-303 ENGINEERING-RETAINER .00 .00 .00 .00 .0 101-43170-304 ENGINEERING-CONSULTING 3,264.00 3,264.00 5,000.00 1,736.00 65.3 101-43170-305 GIS/MAPPING 29,940.50 29,940.50 15,000.00 ( 14,940.50)199.6 TOTAL ENGINEERING 33,204.50 33,204.50 20,000.00 ( 13,204.50)166.0 228 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 11 RECYCLING PICK-UP PROGRAM 101-43270-101 FULL-TIME EMPLOYEES REGULAR .00 .00 .00 .00 .0 101-43270-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 101-43270-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 101-43270-104 TEMPORARY EMPLOYEES REGULAR .00 .00 .00 .00 .0 101-43270-121 PERA .00 .00 .00 .00 .0 101-43270-122 FICA .00 .00 .00 .00 .0 101-43270-135 CITY BENEFIT CONTRIBUTION .00 .00 .00 .00 .0 101-43270-151 WORKER'S COMP INSURANCE PREM .00 .00 .00 .00 .0 101-43270-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 .00 .00 .0 101-43270-316 CONTRACT RECYCLING PICKUP .00 .00 .00 .00 .0 101-43270-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-43270-352 PRINTING & PUBLISHING .00 .00 .00 .00 .0 101-43270-442 SPRING,FALL,X-MAS CLEANUP .00 .00 .00 .00 .0 101-43270-444 ORGANICS RECYCLING .00 .00 .00 .00 .0 TOTAL RECYCLING PICK-UP PROGRAM .00 .00 .00 .00 .0 SPECIAL SERVICES 101-43280-102 FULL-TIME EMPLOYEES OVERTIME 79,594.26 79,594.26 35,000.00 ( 44,594.26)227.4 101-43280-121 PERA 7,504.09 7,504.09 2,600.00 ( 4,904.09)288.6 101-43280-122 FICA 546.86 546.86 2,700.00 2,153.14 20.3 101-43280-135 CITY BENEFIT CONTRIBUTION .00 .00 .00 .00 .0 101-43280-151 WORKER'S COMP INSURANCE PREM 1,000.00 1,000.00 1,000.00 .00 100.0 101-43280-228 TRAINING SUPPLIES .00 .00 .00 .00 .0 101-43280-304 ENGINEERING-CONSULTING 12,437.00 12,437.00 70,000.00 57,563.00 17.8 101-43280-307 LEGAL-CONSULTING 15,921.94 15,921.94 20,000.00 4,078.06 79.6 101-43280-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-43280-437 TRAINING & DEVELOPMENT .00 .00 .00 .00 .0 101-43280-438 DISTRIBUTION TO OTHER GOVMNTS 282,152.92 282,152.92 120,000.00 ( 162,152.92)235.1 101-43280-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 101-43280-800 SPECIAL PROJECTS, CONTINGENCY .00 .00 .00 .00 .0 TOTAL SPECIAL SERVICES 399,157.07 399,157.07 251,300.00 ( 147,857.07)158.8 SPECIAL PROJECTS-CONTINGENCIES 101-43290-101 FULL-TIME EMPLOYEES REGULAR .00 .00 .00 .00 .0 101-43290-304 ENGINEERING-CONSULTING .00 .00 .00 .00 .0 101-43290-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-43290-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 101-43290-510 LAND .00 .00 .00 .00 .0 101-43290-720 OPERATING TRANSFERS 400,000.00 400,000.00 400,000.00 .00 100.0 101-43290-800 SPECIAL PROJECTS, CONTINGENCY 4,775.00 4,775.00 30,000.00 25,225.00 15.9 TOTAL SPECIAL PROJECTS-CONTINGENCIES 404,775.00 404,775.00 430,000.00 25,225.00 94.1 229 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 12 PARKS 101-45200-101 FULL-TIME EMPLOYEES REGULAR 176,696.03 176,696.03 177,800.00 1,103.97 99.4 101-45200-102 FULL-TIME EMPLOYEES OVERTIME 1,147.23 1,147.23 .00 ( 1,147.23).0 101-45200-103 PART-TIME EMPLOYEES 17,359.59 17,359.59 18,900.00 1,540.41 91.9 101-45200-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 16,700.00 16,700.00 .0 101-45200-121 PERA 12,033.85 12,033.85 13,400.00 1,366.15 89.8 101-45200-122 FICA 13,590.35 13,590.35 16,300.00 2,709.65 83.4 101-45200-135 CITY BENEFIT CONTRIBUTION 25,104.18 25,104.18 24,900.00 ( 204.18)100.8 101-45200-151 WORKER'S COMP INSURANCE PREM 15,100.00 15,100.00 15,100.00 .00 100.0 101-45200-212 MOTOR FUELS & LUBRICANTS 6,252.34 6,252.34 300.00 ( 5,952.34)2084.1 101-45200-216 CHEMICALS 4,948.68 4,948.68 7,500.00 2,551.32 66.0 101-45200-221 EQUIPMENT PARTS & ACCESSORIES 15,072.33 15,072.33 3,400.00 ( 11,672.33)443.3 101-45200-223 BUILDING MAINT SUPPLIES 7,835.33 7,835.33 15,000.00 7,164.67 52.2 101-45200-226 CLOTHING & PERSONAL EQUIPMENT 2,499.47 2,499.47 1,000.00 ( 1,499.47)250.0 101-45200-240 SMALL TOOLS AND MINOR EQUIP 600.00 600.00 2,000.00 1,400.00 30.0 101-45200-304 ENGINEERING-CONSULTING 27,821.00 27,821.00 1,000.00 ( 26,821.00)2782.1 101-45200-305 GIS/MAPPING .00 .00 500.00 500.00 .0 101-45200-313 IT SERVICES 1,200.00 1,200.00 1,200.00 .00 100.0 101-45200-314 FLEET SERVICES 6,600.00 6,600.00 6,600.00 .00 100.0 101-45200-319 PROFESSIONAL SERVICES 4,072.00 4,072.00 1,600.00 ( 2,472.00)254.5 101-45200-321 TELEPHONE 1,411.05 1,411.05 1,000.00 ( 411.05)141.1 101-45200-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 101-45200-352 PRINTING & PUBLISHING 1,396.32 1,396.32 450.00 ( 946.32)310.3 101-45200-381 GAS & ELECTRIC 790.37 790.37 600.00 ( 190.37)131.7 101-45200-386 LIGHTING .00 .00 .00 .00 .0 101-45200-402 REPAIRS/MAINT-AUTO EQUIP 22.02 22.02 .00 ( 22.02).0 101-45200-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 .00 .00 .0 101-45200-404 REPAIRS/MAINT-BLDGS/GROUNDS 74,047.09 74,047.09 73,000.00 ( 1,047.09)101.4 101-45200-415 OTHER EQUIPMENT RENTALS 7,050.67 7,050.67 9,000.00 1,949.33 78.3 101-45200-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 101-45200-437 TRAINING & DEVELOPMENT 1,633.99 1,633.99 1,000.00 ( 633.99)163.4 101-45200-439 MEETING EXPENSES .00 .00 .00 .00 .0 101-45200-441 LICENSES & TAXES 175.00 175.00 500.00 325.00 35.0 101-45200-488 PARK COMMISSION 64.20 64.20 11,000.00 10,935.80 .6 101-45200-489 OTHER MISCELLANEOUS CHARGES 1,000.00 1,000.00 200.00 ( 800.00)500.0 101-45200-490 CONTRIBUTIONS TO CIVIC ORG'S .00 .00 .00 .00 .0 TOTAL PARKS 425,523.09 425,523.09 419,950.00 ( 5,573.09)101.3 230 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 13 GOLF COURSE 101-45210-090 PURCHASES FOR RESALE .00 .00 .00 .00 .0 101-45210-091 BEER FOR RESALE 9,688.87 9,688.87 .00 ( 9,688.87).0 101-45210-092 SOFT DRINKS FOR RESALE (767.76)( 767.76)3,600.00 4,367.76 ( 21.3) 101-45210-093 CONCESSIONS FOR RESALE-TXBL 6,427.89 6,427.89 1,500.00 ( 4,927.89)428.5 101-45210-094 CONCESSIONS FOR RESALE-NONTAX 528.94 528.94 2,300.00 1,771.06 23.0 101-45210-095 PRO SHOP ITEMS FOR RESALE 9,985.37 9,985.37 6,000.00 ( 3,985.37)166.4 101-45210-099 OTHER FOR RESALE .00 .00 .00 .00 .0 101-45210-101 FULL-TIME EMPLOYEES REGULAR 52,834.07 52,834.07 46,800.00 ( 6,034.07)112.9 101-45210-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 101-45210-103 PART-TIME EMPLOYEES 39,837.28 39,837.28 63,400.00 23,562.72 62.8 101-45210-104 TEMPORARY/SEASONAL EMPLOYEES 896.00 896.00 60,000.00 59,104.00 1.5 101-45210-121 PERA 3,962.42 3,962.42 8,300.00 4,337.58 47.7 101-45210-122 FICA 6,996.34 6,996.34 13,000.00 6,003.66 53.8 101-45210-135 CITY BENEFIT CONTRIBUTION 6,860.84 6,860.84 2,100.00 ( 4,760.84)326.7 101-45210-142 UNEMPLOYMENT BENEFIT PAYMENTS 16,128.21 16,128.21 1,500.00 ( 14,628.21)1075.2 101-45210-143 OPEB EXPENSE .00 .00 .00 .00 .0 101-45210-151 WORKER'S COMP INSURANCE PREM 8,400.00 8,400.00 8,400.00 .00 100.0 101-45210-201 OFFICE SUPPLIES 1,668.28 1,668.28 500.00 ( 1,168.28)333.7 101-45210-212 MOTOR FUELS & LUBRICANTS 4,637.69 4,637.69 12,000.00 7,362.31 38.7 101-45210-216 CHEMICALS 9,624.57 9,624.57 10,000.00 375.43 96.3 101-45210-221 EQUIPMENT PARTS & ACCESSORIES 1,954.99 1,954.99 2,500.00 545.01 78.2 101-45210-223 BUILDING MAINT SUPPLIES 5,937.90 5,937.90 8,000.00 2,062.10 74.2 101-45210-225 LANDSCAPE SUPPLIES .00 .00 1,000.00 1,000.00 .0 101-45210-226 CLOTHING & PERSONAL EQUIPMENT 2,263.78 2,263.78 500.00 ( 1,763.78)452.8 101-45210-240 SMALL TOOLS AND MINOR EQUIP 358.22 358.22 5,000.00 4,641.78 7.2 101-45210-301 AUDITING AND ACCT'G SERVICES .00 .00 .00 .00 .0 101-45210-304 ENGINEERING-CONSULTING .00 .00 .00 .00 .0 101-45210-307 LEGAL-CONSULTING .00 .00 .00 .00 .0 101-45210-312 BANK FEES 12,408.80 12,408.80 15,000.00 2,591.20 82.7 101-45210-313 IT SERVICES 2,500.00 2,500.00 2,500.00 .00 100.0 101-45210-314 FLEET SERVICES 15,000.00 15,000.00 15,000.00 .00 100.0 101-45210-319 PROFESSIONAL SERVICES 78.00 78.00 .00 ( 78.00).0 101-45210-321 TELEPHONE 4,893.96 4,893.96 5,000.00 106.04 97.9 101-45210-322 POSTAGE .00 .00 .00 .00 .0 101-45210-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 101-45210-340 GENERAL ADVERTISING 977.65 977.65 4,000.00 3,022.35 24.4 101-45210-343 OTHER ADVERTISING .00 .00 .00 .00 .0 101-45210-352 PRINTING & PUBLISHING .00 .00 1,700.00 1,700.00 .0 101-45210-361 GENERAL LIABILITY INS 6,300.00 6,300.00 8,400.00 2,100.00 75.0 101-45210-362 UMBRELLA LIABILITY INS 1,275.00 1,275.00 1,700.00 425.00 75.0 101-45210-365 BOILER & MACHINERY INS 375.00 375.00 500.00 125.00 75.0 101-45210-366 PROPERTY INSURANCE 2,325.00 2,325.00 3,100.00 775.00 75.0 101-45210-367 EQUIPMENT FLOATERS INS 300.00 300.00 400.00 100.00 75.0 101-45210-368 AUTOMOTIVE INSURANCE 375.00 375.00 500.00 125.00 75.0 101-45210-369 DRAM SHOP INSURANCE 525.00 525.00 700.00 175.00 75.0 101-45210-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 101-45210-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0 101-45210-381 GAS & ELECTRIC 7,772.93 7,772.93 9,000.00 1,227.07 86.4 101-45210-382 WATER UTILITIES 294.60 294.60 300.00 5.40 98.2 101-45210-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 100.00 100.00 .0 101-45210-402 REPAIRS/MAINT-AUTO EQUIP 2,519.07 2,519.07 .00 ( 2,519.07).0 101-45210-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 6,000.00 6,000.00 .0 231 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 09:19AM PAGE: 14 101-45210-404 REPAIRS/MAINT-BLDGS/GROUNDS 21,053.93 21,053.93 8,000.00 ( 13,053.93)263.2 101-45210-409 DEPRECIATION & AMORTIZATION .00 .00 .00 .00 .0 101-45210-415 OTHER EQUIPMENT RENTALS 25,203.25 25,203.25 14,500.00 ( 10,703.25)173.8 101-45210-432 UNCOLLECTIBLE CHECKS-CASH .00 .00 .00 .00 .0 101-45210-433 MEMBERSHIPS 465.00 465.00 200.00 ( 265.00)232.5 101-45210-437 TRAINING & DEVELOPMENT 57.78 57.78 1,000.00 942.22 5.8 101-45210-438 ADMINISTRATIVE CHARGE .00 .00 10,000.00 10,000.00 .0 101-45210-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 101-45210-441 LICENSES & TAXES 1,055.82 1,055.82 600.00 ( 455.82)176.0 101-45210-489 OTHER MISCELLANEOUS CHARGES .00 .00 200.00 200.00 .0 TOTAL GOLF COURSE 293,979.69 293,979.69 364,800.00 70,820.31 80.6 TOTAL FUND EXPENDITURES 11,192,824.47 11,192,824.47 10,993,270.00 ( 199,554.47)101.8 NET REVENUE OVER EXPENDITURES (11,192,824.47)( 11,192,824.47)( 10,993,270.00)199,554.47 (101.8) 232 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 WATER OPERATING FUND PERIOD DECEMBER 31, 20 BUDGET UNEARNED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 1 TAXES 601-31010 CURRENT AD VALOREM TAXES .00 .00 .00 .00 .0 601-31020 DELINQUENT AD VALOREM TAXES .00 .00 .00 .00 .0 601-31040 FISCAL DISPARITIES .00 .00 .00 .00 .0 601-31050 PERSONAL PROPERTY TAX .00 .00 .00 .00 .0 601-31900 PENALTIES AND INTEREST-TAXES 14.48 14.48 .00 ( 14.48).0 TOTAL TAXES 14.48 14.48 .00 ( 14.48).0 SOURCE 33 601-33390 FEDERAL GRANT-OTHER .00 .00 .00 .00 .0 601-33439 PERA PENSION - OTHER REVENUE .00 .00 .00 .00 .0 TOTAL SOURCE 33 .00 .00 .00 .00 .0 CHARGES FOR SERVICES 601-34810 COOP AGREEMENT-PUBLIC WORKS .00 .00 .00 .00 .0 TOTAL CHARGES FOR SERVICES .00 .00 .00 .00 .0 ASSESSMENTS 601-36110 ASSESSMENTS COLLECTED-CURRENT .00 .00 .00 .00 .0 601-36120 ASSESSMENTS COLLECTED-DELINQ .00 .00 .00 .00 .0 601-36580 LEVY 14380-14737 NAV WTR .00 .00 .00 .00 .0 601-36590 LEVY 17482 MYRTLEWOOD W/S .00 .00 .00 .00 .0 TOTAL ASSESSMENTS .00 .00 .00 .00 .0 MISCELLANEOUS 601-37310 WATER SALES/SERVICE-NAVARRE 804,700.47 804,700.47 .00 ( 804,700.47).0 601-37320 WATER SALES/SERVICE-HWY 12 616,750.85 616,750.85 .00 ( 616,750.85).0 601-37330 WATER SALES/SERVICE-WAYZATA 188,180.81 188,180.81 .00 ( 188,180.81).0 601-37340 WATER SALES/SERVICE-LONG LAKE 48,323.44 48,323.44 .00 ( 48,323.44).0 601-37390 OTHER WATER RECEIPTS .00 .00 .00 .00 .0 601-37391 WATER CONNECTION FEE .00 .00 .00 .00 .0 601-37392 ANTENNA LEASE REVENUE .00 .00 .00 .00 .0 601-37699 UTILITY PENALTIES 6,491.96 6,491.96 .00 ( 6,491.96).0 TOTAL MISCELLANEOUS 1,664,447.53 1,664,447.53 .00 ( 1,664,447.53).0 233 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 WATER OPERATING FUND PERIOD DECEMBER 31, 20 BUDGET UNEARNED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 2 OTHER SOURCES & TRANSFERS IN 601-39101 SALES OF GENERAL FIXED ASSETS .00 .00 .00 .00 .0 601-39102 COMPENSATION-LOSS FIXED ASSETS .00 .00 .00 .00 .0 601-39201 TRANSFER FROM GENERAL FUND .00 .00 .00 .00 .0 601-39203 TRANSFER FROM OTHER FUND .00 .00 .00 .00 .0 601-39310 INTEREST ON INVESTMENTS .00 .00 .00 .00 .0 601-39350 INTEREST-NOW ACCOUNT .00 .00 .00 .00 .0 601-39390 INTEREST-SPECIAL ASSESSMENTS .00 .00 .00 .00 .0 601-39610 MISCELLANEOUS REVENUE 21,762.82 21,762.82 .00 ( 21,762.82).0 601-39615 CONVENIENCE FEE .00 .00 .00 .00 .0 601-39680 SALE OF EQUIPMENT .00 .00 .00 .00 .0 601-39690 PROCEEDS FROM BOND SALES .00 .00 .00 .00 .0 601-39695 BOND PREMIUM .00 .00 .00 .00 .0 601-39910 OPERATING TRANSFERS IN .00 .00 .00 .00 .0 601-39920 RESIDUAL EQUITY TRANSFERS IN .00 .00 .00 .00 .0 TOTAL OTHER SOURCES & TRANSFERS IN 21,762.82 21,762.82 .00 ( 21,762.82).0 TOTAL FUND REVENUE 1,686,224.83 1,686,224.83 .00 ( 1,686,224.83).0 234 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 WATER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 3 DEPARTMENT 400 601-49400-101 FULL-TIME EMPLOYEES REGULAR 236,380.78 236,380.78 254,000.00 17,619.22 93.1 601-49400-102 FULL-TIME EMPLOYEES OVERTIME 10,048.09 10,048.09 10,000.00 ( 48.09)100.5 601-49400-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 601-49400-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 16,000.00 16,000.00 .0 601-49400-121 PERA 19,584.54 19,584.54 19,800.00 215.46 98.9 601-49400-122 FICA 19,500.10 19,500.10 21,400.00 1,899.90 91.1 601-49400-129 PENSION EXPENSE .00 .00 .00 .00 .0 601-49400-135 CITY BENEFIT CONTRIBUTION 39,425.38 39,425.38 39,500.00 74.62 99.8 601-49400-143 OPEB EXPENSE .00 .00 .00 .00 .0 601-49400-151 WORKER'S COMP INSURANCE PREM 13,400.00 13,400.00 13,400.00 .00 100.0 601-49400-201 OFFICE SUPPLIES 567.66 567.66 500.00 ( 67.66)113.5 601-49400-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0 601-49400-212 MOTOR FUELS & LUBRICANTS 4,962.06 4,962.06 .00 ( 4,962.06).0 601-49400-216 CHEMICALS AND CHEM PRODUCTS 80,176.00 80,176.00 50,000.00 ( 30,176.00)160.4 601-49400-221 EQUIPMENT PARTS & ACCESSORIES 359.52 359.52 500.00 140.48 71.9 601-49400-222 VEHICLE EQUIPMENT & PARTS 239.56 239.56 .00 ( 239.56).0 601-49400-223 BLDG/GROUNDS MAINT. SUPPLIES 604.81 604.81 3,700.00 3,095.19 16.4 601-49400-226 CLOTHING & PERSONAL EQUIPMENT 2,529.82 2,529.82 1,000.00 ( 1,529.82)253.0 601-49400-227 UTILITY SYSTEM MAINT. SUPPLIES 52,056.67 52,056.67 30,000.00 ( 22,056.67)173.5 601-49400-240 SMALL TOOLS AND MINOR EQUIP 4,954.20 4,954.20 1,000.00 ( 3,954.20)495.4 601-49400-301 AUDITING AND ACCT'G SERVICES .00 .00 6,000.00 6,000.00 .0 601-49400-304 ENGINEERING-CONSULTING 12,974.12 12,974.12 5,000.00 ( 7,974.12)259.5 601-49400-305 GIS/MAPPING 17,756.00 17,756.00 8,000.00 ( 9,756.00)222.0 601-49400-307 LEGAL-CONSULTING .00 .00 2,000.00 2,000.00 .0 601-49400-312 BANK FEES 4,999.20 4,999.20 5,000.00 .80 100.0 601-49400-313 IT SERVICES 21,000.00 21,000.00 21,000.00 .00 100.0 601-49400-314 FLEET SERVICES 15,000.00 15,000.00 15,000.00 .00 100.0 601-49400-319 PROFESSIONAL SERVICES 155.00 155.00 100.00 ( 55.00)155.0 601-49400-321 TELEPHONE 4,761.16 4,761.16 5,000.00 238.84 95.2 601-49400-322 POSTAGE 5,291.07 5,291.07 5,000.00 ( 291.07)105.8 601-49400-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 601-49400-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 601-49400-352 PRINTING & PUBLISHING 904.68 904.68 5,000.00 4,095.32 18.1 601-49400-361 GENERAL LIABILITY INS 5,500.00 5,500.00 5,500.00 .00 100.0 601-49400-362 UMBRELLA LIABILITY INS 7,500.00 7,500.00 7,500.00 .00 100.0 601-49400-366 PROPERTY INSURANCE 6,500.00 6,500.00 6,500.00 .00 100.0 601-49400-367 EQUIPMENT FLOATERS INS 3,200.00 3,200.00 3,200.00 .00 100.0 601-49400-368 AUTOMOTIVE INSURANCE 4,200.00 4,200.00 4,200.00 .00 100.0 601-49400-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 601-49400-381 GAS & ELECTRIC 107,426.79 107,426.79 90,500.00 ( 16,926.79)118.7 601-49400-382 WATER UTILITIES 2,420.68 2,420.68 2,000.00 ( 420.68)121.0 601-49400-387 INTERGOVERNMENTAL SERVICES 71,960.48 71,960.48 45,000.00 ( 26,960.48)159.9 601-49400-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 601-49400-402 REPAIRS/MAINT-AUTO EQUIP 1,325.00 1,325.00 .00 ( 1,325.00).0 601-49400-403 REPAIRS/MAINT-MISC. EQUIP 1,191.83 1,191.83 3,000.00 1,808.17 39.7 601-49400-404 REPAIRS/MAINT-BLDGS/GROUNDS 4,846.00 4,846.00 2,000.00 ( 2,846.00)242.3 601-49400-405 REPAIRS/MAINT-WATERMAINS/PLANT 194,189.21 194,189.21 100,000.00 ( 94,189.21)194.2 601-49400-409 DEPRECIATION & AMORTIZATION 250,000.00 250,000.00 250,000.00 .00 100.0 601-49400-415 OTHER EQUIPMENT RENTALS .00 .00 300.00 300.00 .0 601-49400-416 SOFTWARE LICENSING 2,233.00 2,233.00 .00 ( 2,233.00).0 601-49400-433 MEMBERSHIPS 2,063.50 2,063.50 1,500.00 ( 563.50)137.6 601-49400-437 TRAINING & DEVELOPMENT 1,907.41 1,907.41 5,200.00 3,292.59 36.7 235 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 WATER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 4 601-49400-438 ADMINISTRATIVE CHARGE 110,000.00 110,000.00 110,000.00 .00 100.0 601-49400-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 601-49400-441 LICENSES & TAXES 1,227.04 1,227.04 2,000.00 772.96 61.4 601-49400-488 FINES & PENALTIES .00 .00 .00 .00 .0 601-49400-489 OTHER MISCELLANEOUS CHARGES 6,106.71 6,106.71 5,000.00 ( 1,106.71)122.1 601-49400-611 BOND INTEREST .00 .00 15,000.00 15,000.00 .0 601-49400-612 OTHER LONG-TERM OBLIG INTEREST .00 .00 .00 .00 .0 601-49400-613 OTHER INTEREST EXPENSE .00 .00 .00 .00 .0 601-49400-720 OPERATING TRANSFERS .00 .00 .00 .00 .0 TOTAL DEPARTMENT 400 1,351,428.07 1,351,428.07 1,196,300.00 ( 155,128.07)113.0 TOTAL FUND EXPENDITURES 1,351,428.07 1,351,428.07 1,196,300.00 ( 155,128.07)113.0 NET REVENUE OVER EXPENDITURES 334,796.76 334,796.76 ( 1,196,300.00)( 1,531,096.76)28.0 236 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 SEWER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 5 TAXES 602-31010 CURRENT AD VALOREM TAXES .00 .00 .00 .00 .0 602-31020 DELINQUENT AD VALOREM TAXES .00 .00 .00 .00 .0 602-31040 FISCAL DISPARITIES .00 .00 .00 .00 .0 602-31050 PERSONAL PROPERTY TAX .00 .00 .00 .00 .0 602-31900 PENALTIES AND INTEREST-TAXES 3,903.12 3,903.12 .00 ( 3,903.12).0 TOTAL TAXES 3,903.12 3,903.12 .00 ( 3,903.12).0 OTHER GOVERNMENTS 602-33220 FEDERAL GRANT-EMRGNCY PREP .00 .00 .00 .00 .0 602-33439 PERA PENSION - OTHER REVENUE .00 .00 .00 .00 .0 602-33490 STATE GRANT-OTHER .00 .00 .00 .00 .0 602-33890 GRANTS/AIDS FROM OTHER GOVTS 57,606.00 57,606.00 .00 ( 57,606.00).0 TOTAL OTHER GOVERNMENTS 57,606.00 57,606.00 .00 ( 57,606.00).0 CHARGES FOR SERVICES 602-34810 COOP AGREEMENT-PUBLIC WORKS .00 .00 .00 .00 .0 TOTAL CHARGES FOR SERVICES .00 .00 .00 .00 .0 ASSESSMENTS 602-36110 ASSESSMENTS COLLECTED-CURRENT .00 .00 .00 .00 .0 602-36511 LEVY 19008 GREEN TREES .00 .00 .00 .00 .0 602-36590 LEVY 17482 MYRTLEWOOD W/S .00 .00 .00 .00 .0 602-36596 LEVY # MISC SEWER - FD 602 .00 .00 .00 .00 .0 TOTAL ASSESSMENTS .00 .00 .00 .00 .0 MISCELLANEOUS 602-37610 SEWR SERVICE CHARGES 2,202,122.80 2,202,122.80 .00 ( 2,202,122.80).0 602-37630 DELINQ S/W COLLECTED BY COUNTY .00 .00 .00 .00 .0 602-37640 MWCC-INT ON CVC 1971 .00 .00 .00 .00 .0 602-37650 MWCC-INT ON CVC 1977 .00 .00 .00 .00 .0 602-37660 AMORTIZE DEF GAIN-MWCC .00 .00 .00 .00 .0 602-37670 MWCC-INT ON 1971-72 DEF GAIN .00 .00 .00 .00 .0 602-37690 OTHER SEWER RECEIPTS 18,600.00 18,600.00 .00 ( 18,600.00).0 602-37691 SEWER CONNECTION FEE 21,530.00 21,530.00 .00 ( 21,530.00).0 602-37699 UTILITY PENALTIES 7,443.07 7,443.07 .00 ( 7,443.07).0 TOTAL MISCELLANEOUS 2,249,695.87 2,249,695.87 .00 ( 2,249,695.87).0 237 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 SEWER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 6 OTHER SOURCES & TRANSFERS IN 602-39101 SALES OF GENERAL FIXED ASSETS .00 .00 .00 .00 .0 602-39102 COMPENSATION-LOSS FIXED ASSETS .00 .00 .00 .00 .0 602-39310 INTEREST ON INVESTMENTS .00 .00 .00 .00 .0 602-39320 INTEREST-CONSTRUCTON .00 .00 .00 .00 .0 602-39340 INTEREST-W/S CONNECT FEES .00 .00 .00 .00 .0 602-39350 INTEREST-NOW ACCOUNT .00 .00 .00 .00 .0 602-39390 INTEREST-SPECIAL ASSESSMENTS .00 .00 .00 .00 .0 602-39610 MISCELLANEOUS REVENUE .00 .00 .00 .00 .0 602-39615 CONVENIENCE FEE .00 .00 .00 .00 .0 602-39640 CONTRIBUTED ASSETS .00 .00 .00 .00 .0 602-39680 SALE OF EQUIPMENT .00 .00 .00 .00 .0 602-39910 OPERATING TRANSFERS IN .00 .00 .00 .00 .0 602-39920 RESIDUAL EQUITY TRANSFERS IN .00 .00 .00 .00 .0 TOTAL OTHER SOURCES & TRANSFERS IN .00 .00 .00 .00 .0 TOTAL FUND REVENUE 2,311,204.99 2,311,204.99 .00 ( 2,311,204.99).0 238 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 SEWER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 7 SEWER 602-49450-101 FULL-TIME EMPLOYEES REGULAR 238,218.38 238,218.38 240,800.00 2,581.62 98.9 602-49450-102 FULL-TIME EMPLOYEES OVERTIME 10,261.29 10,261.29 12,000.00 1,738.71 85.5 602-49450-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 602-49450-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 16,000.00 16,000.00 .0 602-49450-121 PERA 19,670.75 19,670.75 19,000.00 ( 670.75)103.5 602-49450-122 FICA 19,588.86 19,588.86 20,600.00 1,011.14 95.1 602-49450-129 PENSION EXPENSE .00 .00 .00 .00 .0 602-49450-135 CITY BENEFIT CONTRIBUTION 35,427.23 35,427.23 40,200.00 4,772.77 88.1 602-49450-143 OPEB EXPENSE .00 .00 .00 .00 .0 602-49450-151 WORKER'S COMP INSURANCE PREM 13,200.00 13,200.00 13,200.00 .00 100.0 602-49450-201 OFFICE SUPPLIES 1,684.44 1,684.44 750.00 ( 934.44)224.6 602-49450-212 MOTOR FUELS & LUBRICANTS 6,488.51 6,488.51 .00 ( 6,488.51).0 602-49450-221 EQUIPMENT PARTS & ACCESSORIES 194.56 194.56 .00 ( 194.56).0 602-49450-222 VEHICLE EQUIPMENT & PARTS 322.01 322.01 .00 ( 322.01).0 602-49450-223 BLDG/GROUNDS MAINT. SUPPLIES 71.80 71.80 1,500.00 1,428.20 4.8 602-49450-226 CLOTHING & PERSONAL EQUIPMENT 2,406.43 2,406.43 1,500.00 ( 906.43)160.4 602-49450-227 UTILITY SYSTEM MAINT. SUPPLIES 6,762.79 6,762.79 10,000.00 3,237.21 67.6 602-49450-240 SMALL TOOLS AND MINOR EQUIP 880.15 880.15 2,500.00 1,619.85 35.2 602-49450-301 AUDITING AND ACCT'G SERVICES .00 .00 7,500.00 7,500.00 .0 602-49450-304 ENGINEERING-CONSULTING 4,243.25 4,243.25 5,000.00 756.75 84.9 602-49450-305 GIS/MAPPING 25,540.00 25,540.00 10,000.00 ( 15,540.00)255.4 602-49450-307 LEGAL-CONSULTING .00 .00 500.00 500.00 .0 602-49450-312 BANK FEES 6,860.15 6,860.15 4,000.00 ( 2,860.15)171.5 602-49450-313 IT SERVICES 21,000.00 21,000.00 21,000.00 .00 100.0 602-49450-314 FLEET SERVICES 20,000.00 20,000.00 20,000.00 .00 100.0 602-49450-319 PROFESSIONAL SERVICES 1,084.20 1,084.20 .00 ( 1,084.20).0 602-49450-321 TELEPHONE 2,070.90 2,070.90 4,400.00 2,329.10 47.1 602-49450-322 POSTAGE 5,942.40 5,942.40 5,000.00 ( 942.40)118.9 602-49450-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 602-49450-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 602-49450-352 PRINTING & PUBLISHING 152.19 152.19 2,000.00 1,847.81 7.6 602-49450-361 GENERAL LIABILITY INS 11,000.00 11,000.00 11,000.00 .00 100.0 602-49450-362 UMBRELLA LIABILITY INS .00 .00 .00 .00 .0 602-49450-366 PROPERTY INSURANCE 3,100.00 3,100.00 3,100.00 .00 100.0 602-49450-367 EQUIPMENT FLOATERS INS 340.00 340.00 340.00 .00 100.0 602-49450-368 AUTOMOTIVE INSURANCE 1,100.00 1,100.00 1,100.00 .00 100.0 602-49450-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 602-49450-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0 602-49450-381 GAS & ELECTRIC 35,766.49 35,766.49 35,000.00 ( 766.49)102.2 602-49450-382 WATER UTILITIES .00 .00 1,000.00 1,000.00 .0 602-49450-383 MCES-SEWER 766,993.32 766,993.32 767,000.00 6.68 100.0 602-49450-387 INTERGOVERNMENTAL SERVICES 117,064.67 117,064.67 70,000.00 ( 47,064.67)167.2 602-49450-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 602-49450-402 REPAIRS/MAINT-AUTO EQUIP 1,325.00 1,325.00 .00 ( 1,325.00).0 602-49450-403 REPAIRS/MAINT-MISC. EQUIP 18,979.03 18,979.03 5,000.00 ( 13,979.03)379.6 602-49450-404 REPAIRS/MAINT-BLDGS/GROUNDS .00 .00 500.00 500.00 .0 602-49450-406 REPAIRS/MAINT-SWR LINES/LIFTS 142,074.24 142,074.24 140,000.00 ( 2,074.24)101.5 602-49450-408 LOSS ON DISPOSAL OF ASSETS .00 .00 .00 .00 .0 602-49450-409 DEPRECIATION & AMORTIZATION 400,000.00 400,000.00 400,000.00 .00 100.0 602-49450-415 OTHER EQUIPMENT RENTALS .00 .00 1,000.00 1,000.00 .0 602-49450-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 602-49450-433 MEMBERSHIPS 238.75 238.75 1,000.00 761.25 23.9 239 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 SEWER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 8 602-49450-437 TRAINING & DEVELOPMENT 10,080.72 10,080.72 4,500.00 ( 5,580.72)224.0 602-49450-438 ADMINISTRATIVE CHARGE 110,000.00 110,000.00 110,000.00 .00 100.0 602-49450-439 MEETING EXPENSES .00 .00 .00 .00 .0 602-49450-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 602-49450-441 LICENSES & TAXES .00 .00 500.00 500.00 .0 602-49450-443 REPAIRS/MAINT-I&I REDUCTION .00 .00 100,000.00 100,000.00 .0 602-49450-489 OTHER MISCELLANEOUS CHARGES 18,223.98 18,223.98 3,500.00 ( 14,723.98)520.7 602-49450-613 OTHER INTEREST EXPENSE .00 .00 .00 .00 .0 602-49450-720 OPERATING TRANSFERS .00 .00 .00 .00 .0 TOTAL SEWER 2,078,356.49 2,078,356.49 2,111,990.00 33,633.51 98.4 TOTAL FUND EXPENDITURES 2,078,356.49 2,078,356.49 2,111,990.00 33,633.51 98.4 NET REVENUE OVER EXPENDITURES 232,848.50 232,848.50 ( 2,111,990.00)( 2,344,838.50)11.0 240 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 CONTRACTED RECYCLING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 9 603-33439 PERA PENSION - OTHER REVENUE .00 .00 .00 .00 .0 603-33610 COUNTY GRANT-RECYCLING .00 .00 .00 .00 .0 TOTAL SOURCE 33 .00 .00 .00 .00 .0 SOURCE 34 603-34820 RECYCLING PROGRAM FEES 247,035.32 247,035.32 .00 ( 247,035.32).0 TOTAL SOURCE 34 247,035.32 247,035.32 .00 ( 247,035.32).0 SOURCE 37 603-37699 UTILITY PENALTIES 769.07 769.07 .00 ( 769.07).0 TOTAL SOURCE 37 769.07 769.07 .00 ( 769.07).0 SOURCE 39 603-39310 INTEREST ON INVESTMENTS .00 .00 .00 .00 .0 603-39610 MISCELLANEOUS REVENUE 7,470.64 7,470.64 .00 ( 7,470.64).0 TOTAL SOURCE 39 7,470.64 7,470.64 .00 ( 7,470.64).0 TOTAL FUND REVENUE 255,275.03 255,275.03 .00 ( 255,275.03).0 241 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 CONTRACTED RECYCLING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 10 603-49500-101 FULL-TIME EMPLOYEES REGULAR 9,750.60 9,750.60 9,900.00 149.40 98.5 603-49500-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 3,400.00 3,400.00 .0 603-49500-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 603-49500-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 603-49500-121 PERA 675.25 675.25 1,000.00 324.75 67.5 603-49500-122 FICA 689.73 689.73 1,000.00 310.27 69.0 603-49500-129 PENSION EXPENSE .00 .00 .00 .00 .0 603-49500-135 CITY BENEFIT CONTRIBUTION 1,715.00 1,715.00 3,200.00 1,485.00 53.6 603-49500-151 WORKER'S COMP INSURANCE PREM 100.00 100.00 100.00 .00 100.0 603-49500-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 .00 .00 .0 603-49500-301 AUDITING AND ACCT'G SERVICES 624.67 624.67 .00 ( 624.67).0 603-49500-307 LEGAL-CONSULTING .00 .00 .00 .00 .0 603-49500-313 IT SERVICES 3,000.00 3,000.00 3,000.00 .00 100.0 603-49500-316 CONTRACT RECYCLING PICKUP 215,701.68 215,701.68 218,400.00 2,698.32 98.8 603-49500-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 603-49500-322 POSTAGE .00 .00 .00 .00 .0 603-49500-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 603-49500-352 PRINTING & PUBLISHING .00 .00 500.00 500.00 .0 603-49500-361 GENERAL LIABILITY INS 100.00 100.00 100.00 .00 100.0 603-49500-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 603-49500-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 603-49500-438 ADMINISTRATIVE CHARGE 2,500.00 2,500.00 2,500.00 .00 100.0 603-49500-442 SPRING,FALL,X-MAS CLEANUP 18,073.12 18,073.12 20,000.00 1,926.88 90.4 603-49500-444 ORGANICS RECYCLING 347.24 347.24 3,000.00 2,652.76 11.6 603-49500-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 TOTAL DEPARTMENT 500 253,277.29 253,277.29 266,100.00 12,822.71 95.2 DEPARTMENT 830 603-49830-312 BANK FEES .00 .00 .00 .00 .0 TOTAL DEPARTMENT 830 .00 .00 .00 .00 .0 TOTAL FUND EXPENDITURES 253,277.29 253,277.29 266,100.00 12,822.71 95.2 NET REVENUE OVER EXPENDITURES 1,997.74 1,997.74 ( 266,100.00)( 268,097.74).8 242 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 CABLE FRANCHISE PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 11 614-33439 PERA PENSION - OTHER REVENUE .00 .00 .00 .00 .0 TOTAL SOURCE 33 .00 .00 .00 .00 .0 SOURCE 38 614-38054 FRANCHISE FEES 70,403.31 70,403.31 .00 ( 70,403.31).0 614-38055 PEG FEES .00 .00 .00 .00 .0 TOTAL SOURCE 38 70,403.31 70,403.31 .00 ( 70,403.31).0 SOURCE 39 614-39310 INTEREST ON INVESTMENTS .00 .00 .00 .00 .0 TOTAL SOURCE 39 .00 .00 .00 .00 .0 TOTAL FUND REVENUE 70,403.31 70,403.31 .00 ( 70,403.31).0 243 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 CABLE FRANCHISE PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 12 CABLE FRANCHISE 614-49840-101 FULL-TIME EMPLOYEES REGULAR .00 .00 .00 .00 .0 614-49840-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 614-49840-121 PERA .00 .00 .00 .00 .0 614-49840-122 FICA .00 .00 .00 .00 .0 614-49840-129 PENSION EXPENSE .00 .00 .00 .00 .0 614-49840-135 CITY BENEFIT CONTRIBUTION .00 .00 .00 .00 .0 614-49840-143 OPEB EXPENSE .00 .00 .00 .00 .0 614-49840-151 WORKER'S COMP INSURANCE PREM .00 .00 .00 .00 .0 614-49840-201 OFFICE SUPPLIES .00 .00 .00 .00 .0 614-49840-221 EQUIPMENT PARTS & ACCESORIES 216.11 216.11 .00 ( 216.11).0 614-49840-301 AUDITING AND ACCT'G SERVICES .00 .00 2,000.00 2,000.00 .0 614-49840-307 LEGAL-CONSULTING .00 .00 .00 .00 .0 614-49840-313 IT SERVICES 12,000.00 12,000.00 12,000.00 .00 100.0 614-49840-319 PROFESSIONAL SERVICES 1,790.00 1,790.00 4,000.00 2,210.00 44.8 614-49840-329 INTERNET/OTHER COMMUNICATIONS 28,335.29 28,335.29 25,000.00 ( 3,335.29)113.3 614-49840-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 614-49840-409 DEPRECIATION & AMORTIZATION 12,000.00 12,000.00 12,000.00 .00 100.0 614-49840-438 ADMINISTRATIVE CHARGE 2,500.00 2,500.00 2,500.00 .00 100.0 TOTAL CABLE FRANCHISE 56,841.40 56,841.40 57,500.00 658.60 98.9 TOTAL FUND EXPENDITURES 56,841.40 56,841.40 57,500.00 658.60 98.9 NET REVENUE OVER EXPENDITURES 13,561.91 13,561.91 ( 57,500.00)( 71,061.91)23.6 244 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 STORM WATER UTILITY OP FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:23PM PAGE: 13 651-33439 PERA PENSION - OTHER REVENUE .00 .00 .00 .00 .0 651-33490 STATE GRANT-OTHER .00 .00 .00 .00 .0 651-33800 OTHER GRANTS/AIDS .00 .00 .00 .00 .0 TOTAL SOURCE 33 .00 .00 .00 .00 .0 SOURCE 37 651-37699 UTILITY PENALTIES 2,065.33 2,065.33 .00 ( 2,065.33).0 TOTAL SOURCE 37 2,065.33 2,065.33 .00 ( 2,065.33).0 MISCELLANEOUS 651-38110 STORM WATER SEVICE CHGS 743,295.91 743,295.91 .00 ( 743,295.91).0 651-38120 ST WTR/DRAINAGE TRUNK FEES 5,251.00 5,251.00 .00 ( 5,251.00).0 TOTAL MISCELLANEOUS 748,546.91 748,546.91 .00 ( 748,546.91).0 OTHER SOURCES & TRANSFERS IN 651-39310 INTEREST ON INVESTMENTS .00 .00 .00 .00 .0 651-39610 MISCELLANEOUS REVENUE .00 .00 .00 .00 .0 651-39640 REFUNDS & REIMBURSEMENTS .00 .00 .00 .00 .0 651-39680 SALE OF EQUIPMENT .00 .00 .00 .00 .0 651-39910 OPERATING TRANSFERS IN .00 .00 .00 .00 .0 TOTAL OTHER SOURCES & TRANSFERS IN .00 .00 .00 .00 .0 TOTAL FUND REVENUE 750,612.24 750,612.24 .00 ( 750,612.24).0 245 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 STORM WATER UTILITY OP FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:24PM PAGE: 14 STORM WATER 651-49910-101 FULL-TIME EMPLOYEES REGULAR 123,217.01 123,217.01 130,000.00 6,782.99 94.8 651-49910-102 FULL-TIME EMPLOYEES OVERTIME 3,103.76 3,103.76 .00 ( 3,103.76).0 651-49910-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 16,000.00 16,000.00 .0 651-49910-121 PERA 7,381.41 7,381.41 10,000.00 2,618.59 73.8 651-49910-122 FICA 7,178.77 7,178.77 10,100.00 2,921.23 71.1 651-49910-129 PENSION EXPENSE .00 .00 .00 .00 .0 651-49910-135 CITY BENEFIT CONTRIBUTION 14,997.67 14,997.67 24,000.00 9,002.33 62.5 651-49910-143 OPEB EXPENSE .00 .00 .00 .00 .0 651-49910-151 WORKER'S COMP INSURANCE PREM 8,300.00 8,300.00 8,300.00 .00 100.0 651-49910-201 OFFICE SUPPLIES 430.92 430.92 .00 ( 430.92).0 651-49910-221 EQUIPMENT PARTS & ACCESSORIES 4,525.03 4,525.03 500.00 ( 4,025.03)905.0 651-49910-223 BLDG/GROUNDS MAINT. SUPPLIES .00 .00 .00 .00 .0 651-49910-226 CLOTHING & PERSONAL EQUIPMENT 524.46 524.46 .00 ( 524.46).0 651-49910-227 UTILITY SYSTEM MAINT. SUPPLIES 2,376.45 2,376.45 6,000.00 3,623.55 39.6 651-49910-240 SMALL TOOLS AND MINOR EQUIP 747.95 747.95 1,000.00 252.05 74.8 651-49910-301 AUDITING AND ACCT'G SERVICES .00 .00 4,000.00 4,000.00 .0 651-49910-304 ENGINEERING-CONSULTING 6,589.00 6,589.00 6,000.00 ( 589.00)109.8 651-49910-305 GIS/MAPPING 15,502.50 15,502.50 8,000.00 ( 7,502.50)193.8 651-49910-307 LEGAL-CONSULTING .00 .00 1,000.00 1,000.00 .0 651-49910-313 IT SERVICES 5,500.00 5,500.00 5,500.00 .00 100.0 651-49910-314 FLEET SERVICES 15,000.00 15,000.00 15,000.00 .00 100.0 651-49910-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 651-49910-321 TELEPHONE 359.94 359.94 .00 ( 359.94).0 651-49910-322 POSTAGE 3,748.10 3,748.10 3,000.00 ( 748.10)124.9 651-49910-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 651-49910-352 PRINTING & PUBLISHING .00 .00 500.00 500.00 .0 651-49910-361 GENERAL LIABILITY INS 4,000.00 4,000.00 4,000.00 .00 100.0 651-49910-362 UMBRELLA LIABILITY INS .00 .00 .00 .00 .0 651-49910-366 PROPERTY INSURANCE .00 .00 .00 .00 .0 651-49910-367 EQUIPMENT FLOATERS INS 300.00 300.00 300.00 .00 100.0 651-49910-368 AUTOMOTIVE INSURANCE 100.00 100.00 100.00 .00 100.0 651-49910-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 651-49910-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0 651-49910-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 651-49910-402 REPAIRS/MAINT-AUTO EQUIP 366.92 366.92 .00 ( 366.92).0 651-49910-404 REPAIRS/MAINT-BLDGS/GROUNDS 7,400.00 7,400.00 .00 ( 7,400.00).0 651-49910-406 REPAIRS/MAINT-SWR LINES/LIFTS 14,916.75 14,916.75 14,000.00 ( 916.75)106.6 651-49910-409 DEPRECIATION & AMORTIZATION 71,000.00 71,000.00 71,000.00 .00 100.0 651-49910-415 OTHER EQUIPMENT RENTALS 500.00 500.00 2,000.00 1,500.00 25.0 651-49910-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 651-49910-433 MEMBERSHIPS 41,710.75 41,710.75 60,000.00 18,289.25 69.5 651-49910-437 TRAINING & DEVELOPMENT 81.22 81.22 1,000.00 918.78 8.1 651-49910-438 ADMINISTRATIVE CHARGE 55,000.00 55,000.00 55,000.00 .00 100.0 651-49910-489 OTHER MISCELLANEOUS CHARGES 855.00 855.00 100.00 ( 755.00)855.0 651-49910-510 LAND .00 .00 .00 .00 .0 651-49910-513 EASEMENTS & RIGHTS OF WAY .00 .00 .00 .00 .0 651-49910-592 STORM SEWER UTILITY CONST .00 .00 .00 .00 .0 651-49910-720 OPERATING TRANSFERS .00 .00 .00 .00 .0 TOTAL STORM WATER 415,713.61 415,713.61 456,400.00 40,686.39 91.1 246 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 12 MONTHS ENDING DECEMBER 31, 2023 STORM WATER UTILITY OP FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 100 % OF THE FISCAL YEAR HAS ELAPSED 02/07/2024 04:24PM PAGE: 15 TOTAL FUND EXPENDITURES 415,713.61 415,713.61 456,400.00 40,686.39 91.1 NET REVENUE OVER EXPENDITURES 334,898.63 334,898.63 ( 456,400.00)( 791,298.63)73.4 247 Cost Simmons Bank/Pine Blue 82869AEC5 CD Wells Fargo 11/28/2023 6/3/2024 5.35% $245,000.00 $245,000.00 Citizens Bank NA/RI 75524KRG1 CD Wells Fargo 11/28/2023 6/6/2024 5.35% $240,000.00 $240,000.00 Regions Bank Birmingham AL 759187GL5 CD Wells Fargo 10/18/2023 10/24/2024 5.45% $240,000.00 $240,000.00 Regions Bank Birmingham AL 78658RMW8 CD Wells Fargo 10/18/2023 11/1/2024 5.45% $240,000.00 $240,000.00 Customers Bank PA US 23204HPH5 CD UBS 10/17/2023 4/27/2027 5.10% $243,000.00 $243,000.00 Par Value City of Orono As of 12/31/2023 New Investments Investment Name Invest # Type Broker Purchase Date Maturity Date Rate 248 Item No.: 23 Date: February 12, 2024 Presenter: Josh Lemons Presenter: Parks & Golf Superintendent Section:Parks Report Title: Approval of the Pickleball Masterplan 1.Purpose: The purpose of the action item is to seek approval of the Pickleball Masterplan. 2.Background: In 2021, a number of residents requested that Park Commission explore the possibilities of adding pickleball in the the Orono parks system. The Park Commission formed a sub-committee to explore ideal locations where outdoor pickleball could be introduced while meeting some basic requirements. An early proposed location was at the Orono Golf course. After further consideration, the Park Commission decided to explore alternative sites. Within the last year, the sub-committee and staff have proposed that pickleball be added to the city property that also hosts the Donation Garden. This property is ideal in that it will not displace other park activities, it is far enough away from residential areas, and it will provide ample room for courts and parking. The goal of the plan is to focus on basic minimum requirements set by staff and the Parks Commission. The Park Commission has recommended nine courts, fencing, sufficient parking, and avoid disruption to The Donation Garden. The desire is a cost-conscious approach with a focus on core pickleball amenities. Additional amenities can be reviewed at a later phase if needed. The Park Commission voted 7-0 in favor of recommending masterplan to Council. 3.Cost: An Opinion of Probable Cost is provided in Exhibit B. More refined estimates will be developed as part of any future project feasibility and design process. Funding of the project will heavily rely on donations and grants. The Orono Parks Legacy 501c3 is ready to begin to receive donations and to help organize a fundraising campaign for the project if the council approves the masterplan. If the masterplan is approved, staff will begin to pursue grant opportunities. 4.Process: Upon Masterplan Approval Staff will begin to pursue grant opportunities The 501c3 will initiate fundraising opportunities Staff will continue to analyze scope and cost options Design Phase Staff recommends that the design phase begins once the 501c3 gathers 30% of required funds. Staff would bring recommendation to council to begin the design for a project During the design phase specific elements of the project would be refined, cost estimates will be refines and a public input process with respect the design will be undertaken. This phase will be complete upon the completion of design documents, bid solicitation package and 100% of the necessary funding identified. Construction Phase This phase would begin with the award of a contract for the project. AGENDA ITEM 249 This phase consists of the construction and construction related activities for the project This phase ends upon completion of construction activities and acceptance of the project by the City. 5.Staff Recommendation: Staff recommends approving the Pickleball Masterplan. This will allow the 501c3 to mobilize and begin fundraising. This will also allow for staff to pursue grant opportunities. COUNCIL ACTION REQUESTED Motion to approve Pickleball Masterplan Exhibits A. Pickleball Concept Plan B. Preliminary Pickleball OPC 250 \\goldenvalley4\h\ORNO\0T6132381\CAD\C3D\132381_GIS-layers.dwg 1/29/2024 3:21:11 PMR Donation Garden City of Orono Concept Sketch January 2024 R FEETSCALE 0 30 60 HORZ. Existing Donation Garden Portable Restroom & Garbage New Tree (typ.) 9 Pickleball Courts Parking Lot (48 Spots) Existing Fire DepartmentWillow Dr N12' Walk (typ.) Stormwater Pond 40' Utility Easement 251 PRELIMINARY ESTIMATE OF CONSTRUCTION COSTS DONATION GARDEN IMPROVEMENTS City of Orono 1/30/2024 ITEM NO.ITEM DESCRIPTION UNIT UNIT COST TOTAL ESTIMATED QUANTITY TOTAL ESTIMATED COST 1 MOBILIZATION LUMP SUM 8% of total 1 59,200.00$ SITE CONSTRUCTION 2 Clearing & Grubbing LUMP SUM $6,000.00 1 6,000.00$ 3 Erosion Control LUMP SUM $2,500.00 1 2,500.00$ 4 Site Grading & Excavation LUMP SUM $15,000.00 1 15,000.00$ 5 Bituminous Parking Lot (including curb and gutter)LUMP SUM $110,000.00 1 110,000.00$ 6 Concrete Walk (4")SQ FT $9.00 6500 58,500.00$ MUNICIPAL SERVICES 7 Portable Restroom LUMP SUM $3,000.00 1 3,000.00$ 8 Garbage Enclosure LUMP SUM $5,000.00 1 5,000.00$ PICKLEBALL COURTS 9 Court, fencing,striping and netting (9 courts total in 3 groupings of 3) LUMP SUM $495,000.00 1 495,000.00$ STORMWATER POND AND SITE VEGETATION 10 Landscaping (trees, shrubs, perennials and seed)LUMP SUM $20,000.00 1 20,000.00$ 11 Stormwater Pond (grading , soil, mulch and plant material) LUMP SUM $25,000.00 1 25,000.00$ 799,200.00$ 119,880.00$ 919,080.00$ *Assumed 2025 construction SUBTOTAL 15% CONTINGENCY PRELIMINARY CONSTRUCTION COST* 252 Item No.: 24 Date: February 12, 2024 Presenter: Josh Lemons Presenter: Parks & Golf Superintendent Section:Parks Report Title: Golf Course Pavilion Project 1.Purpose: The purpose of the item is to seek approval for the addition of a pavilion at the Golf Course and for staff to engage with the Orono Lions to develop a design. 2.Background: The Park Commission and staff have long held the idea that a pavilion is a needed amenity at the golf course for year-round use. The pavilion concept was recently featured when pickleball was being proposed at the golf course. Several members of the Orono Lions recently approached the city with a request to partner on a project to build a pavilion at the golf course in time for the 100- year anniversary of the golf course. The Lions have proposed building a simple structure that would maintain similar characteristics to the clubhouse, thus keeping with the aesthetics of the surrounding area. The proposed structure would be 24'x40' and would be located next to the corner of the parking lot and close to #2 green and #3 Tee. The Lions will submit a building permit for the project and look to have the project completed by early June. The purpose of the pavilion is that it can serve as a meeting place for golfers, private events, and general park use. The need for this type of amenity has been apparent for quite some time with inclusion in the 2017 Master plan for the park.. The Park Commission voted 7-0 in favor of recommending the project to Council. 3.Cost: This project would be funded through donations from the Orono Lions and city funds. Staff will return to City Council once cost estimates for project have been developed. 4.Process: Orono Lions Coordinate with staff on funding, design, and completion of project The Lions will submit a building permit for the project City Staff Ensure proper documentation is in place Collaborate with Lions on funding, design, and completion of project Staff will return to City Council with cost estimates and final design for approval An open house public input on final design will occur prior to seeking final approval of project from City Council 5.Staff Recommendation: Staff recommends the addition a pavilion at the golf course. The pavilion will allow for more opportunities such as corporate and private events at the golf course, golf course customer use, and year-round park use for activities such as the Annual Tree Lighting Event. This is a great opportunity to partner with a charitable organization in Orono to make improvements to the community. AGENDA ITEM 253 COUNCIL ACTION REQUESTED Approval for addition of a pavilion at the Golf Course. Exhibits 24-1-26 A1 Exterior Renderings.pdf Pavilion Location.pdf 254 255 256 Item No.: 25 Date: February 12, 2024 Presenter: DJ Goman Presenter: Public Works Superintendent Section:Public Works Report Title: Lead Water Service Line Inventory Tracking Assistance Proposal. 1.Purpose: The purpose of this council action to to gain council approval of Lead Water Service Line Inventory Assistance from Bolton and & Menk as outlined in their proposal at Exhibit A. 2.Background: The city is required is required by the Environmental Protection Agency’s (EPA) and Minnesota Department of Health (MDH) to conduct this inventory of our drinking water supply system service lines for properties built prior to 1985. Lead water service were banned after June 1985. This inventory is due by October of 2024. The city has been working for the last year and half to compile internal records photos, plan information in preparation for this inventory. The city's water system started to be installed in the late 1960's. The systems plans indicate that only copper water lines were installed. However per the requirement we must still complete and report the inventory in the required format. The system is safe to use and consume and is tested regularly by city staff and Minnesota Department of Health (MDH). 3.Scope: The inventory is a combined effort with city staff and Bolton & Menk to document existing records property files and water meter information. The attached proposal outlined a more detailed process and timelines. 4.Cost: Bolton & Menk proposes to complete the Task 1 and Task 2 scope of work on an hourly basis. A breakdown of the hourly based fee is as follows: Task 1 – Inventory Database Setup $6,090.00 Task 2 – Initial Records Review $16,940.00 Total Fee $23,030.00 5.Funding: Project funding by the cities Water Fund and State Grants. The Water Capital Improvement Plan budgeted $20,000 for this inventory. 6.Staff Recommendation: I recommend approval of proposal from Bolton & Menk for $ 23,030.00 for Lead Water Service Line Inventory assistance. AGENDA ITEM COUNCIL ACTION REQUESTED 257 Approve proposal from Bolton & Menk for $ 23,030.00 Lead Water Service Line Inventory assistance. Exhibits A. Orono_LeadServiceLineInventoryAssistance.pdf 258 N:\Proposals\Orono\Lead Service Line Inventory Assistance 20240129\Orono_LeadServiceLineInventoryAssistance.docx January 29, 2024 Adam Edwards, P.E. City Administrator / City Engineer 2750 Kelley Parkway Orono, MN 55356 RE: Lead Service Line Inventory Assistance City of Orono, MN Dear Mr. Edwards, Bolton & Menk is pleased to submit the following proposal to begin the required lead service line inventory process to satisfy the Environmental Protection Agency’s (EPA) lead and copper rule revisions as administered by the Minnesota Department of Health (MDH). As you know, Bolton & Menk has the experience and qualifications to provide this service to you. Our proposal outlines the tasks necessary to complete this implementation and migration. Project Understanding The lead and copper rule revisions require all public water systems serving 25 people or more to complete an inventory of all water service lines in their system. This inventory is due to the Minnesota Department of Health (MDH) by October 16, 2024. A short summary of this requirement is as follows: 1. All service lines must be included, whether public or privately owned, from the main in the roadway to the water meter inside individual properties. 2. Each service line needs its location identifier, material classification, and identification process documented. 3. Material categories are: a. Lead b. Non-lead (plastic, brass, copper) c. Galvanized requiring replacement (galvanized that is or was ever downstream of lead) d. Unknown 4. MDH and EPA will accept project records, property owner supplied documentation, and individual property inspection records as documentation of material type. 5. Based on current rules, replacement of all lead, galvanized, and unknown services will be required at some point after the 2024 deadline for this inventory. To avoid required service replacements it is advantageous for the city to accurately complete this inventory. The Minnesota Department of Health (MDH) is contracting with consulting engineers to provide technical assistance for Public Water Systems (PWS) to complete their lead service line inventory. The maximum grant through this program is $75,000 and only eligible to consultants pre-approved by MDH. MDH is currently processing work orders for communities with less than 300 connections. We understand that MDH intends to process communities with 300 to 1,000 connections soon and that 259 Name: Adam Edwards Date: January 29, 2024 Page: 2 N:\Proposals\Orono\Lead Service Line Inventory Assistance 20240129\Orono_LeadServiceLineInventoryAssistance.docx there will be a final phase for all communities over 1,000 connections with timing unknown. Based on the lack of clear timing for a community of Orono’s size, and with the inventory deadline approaching, we understand that you want to begin the inventory process prior to grant funds being available to the City. We support the City’s desire to get started, however we believe it would still be in the City’s best interest to plan for grant funding to be available and thus we have prepared this proposal in a phased approach. Our understanding is that any work completed before the grant is approved cannot be refunded. Thus, for the City’s benefit, we have broken our approach and tasks into two phases for this proposal. The first phase includes a scope and estimated fee to set up the web-based inventory database and review records for all service lines that are available in Bolton & Menk’s database. Additionally, we identify the second phase as “future tasks” that will be required for completion of the final inventory that we recommend waiting on at this time. Scope of Work Task 1: Inventory Database Set Up Bolton & Menk GIS staff will utilize the City of Orono’s ArcGIS Online account for this lead service line inventory. This will involve creating and administering shared groups to allow both City and Bolton & Menk staff to access, edit, and update data throughout the inventory process. ArcGIS Online will serve as the main repository of information and provide the basis for the public portal with a public-facing website showing inventory progress as well as important background relating to the Lead and Copper Rule. Once the Lead Service Line Inventory Solution is deployed, Bolton & Menk GIS staff will integrate the City’s water meter data into the service line feature layer to create the basis of the inventory data. Similarly, Bolton & Menk staff will obtain data from Hennepin County to evaluate the age of buildings within the city with the goal of determining all development after 1985. After June 1, 1985, lead water service installations were banned nationwide. Task 2: Initial Records Review In order to get a head start on the lead service line inventory process, Bolton & Menk staff will begin the records review portion of the project. We will work through the most efficient portions of this process in order to determine what level of effort will be required for the remainder. Water services can be efficiently inventoried through review of project records or associated service cards. Much of this documentation is already electronic and will be linked within the ArcGIS Online Lead Service Line Inventory Solution as proof of the material type as required. Any additional documentation relevant to determining service line material, such as site plans, plats, inspection records, or meter replacements will also be reviewed and documented. Bolton & Menk staff will work through as many records as possible within the estimated fee structure listed below. Bolton & Menk will provide a summary to the City that includes the number of properties inventoried and the total services found to fall within each service material category. This will quantify and report the total number of remaining unknown services, as well as any unique information identified through the inventory process thus far. This information will be helpful to guide the city and Bolton & Menk in preparation of scope and fee for the remaining future tasks. 260 Name: Adam Edwards Date: January 29, 2024 Page: 3 N:\Proposals\Orono\Lead Service Line Inventory Assistance 20240129\Orono_LeadServiceLineInventoryAssistance.docx Estimated Fees Bolton & Menk proposes to complete the Task 1 and Task 2 scope of work on an hourly basis. A breakdown of the hourly based fee is as follows: Task 1 – Inventory Database Setup $6,090.00 Task 2 – Initial Records Review $16,940.00 Total Fee $23,030.00 Future Tasks The following tasks of work have been identified to formulate a service inventory “game plan” for the City of Orono. A proposal could be provided for these services today, if requested, however we are recommending waiting at this time for two primary reasons: • The below tasks 3 through 6 represent a large portion of the project cost that could be funded in part (or in whole) by a MDH technical assistance grant. • The scoping of the below tasks can be completed much more accurately with the completion of the initial inventory steps identified in tasks 1 and 2. Simply put, costs for tasks 3, 4 and 5 may become considerably lower if the number of unknown service materials are determined to be lower. Additionally, costs for tasks 3, 4 and 5 can be reduced in part (or in whole) depending on the amount of City staff involvement. Therefore, delaying the formal proposal and authorization of tasks 3, 4 and 5 may yield cost savings to the City. Future Task 3: Additional Records Review Any additional records and documents described in Task 2 that have not yet been reviewed will be addressed at this point. In addition, the city maintains records of building and plumbing permits. Any remaining properties with “unknown” service materials could be cross referenced with existing permit records for information about the service. Associated documentation and data entry will be inventoried within the lead service line inventory solution. Additional investigation could consist of review of the city’s maintenance records and possible consultation with local contractors/plumbers. Non-project related paper or Laserfiche records could be reviewed as part of this task. Future Task 4: Community Outreach While unknown at this time, it is anticipated that even after all records have been reviewed, there will still be a significant number of remaining unknown service materials. To minimize the time intensive individual property visual inspections, a community process could be undertaken whereby property owners can complete their property inspection and documentation process on their own. A project website will be established that illustrates how to complete the inspection and enter data, including photo documentation of the service line inside the home, that will be utilized to populate the lead service line inventory solution. The data entered will be reviewed by a member of the project team to verify compliance with the required documentation standards. It is anticipated that a combination of an individual property owner mailing, citywide newsletter information, and web blast efforts will be used to gather public participation. The specifics of this community outreach process will be tailored to the remaining properties yet to be inventoried. 261 Name: Adam Edwards Date: January 29, 2024 Page: 4 N:\Proposals\Orono\Lead Service Line Inventory Assistance 20240129\Orono_LeadServiceLineInventoryAssistance.docx Future Task 5: Property Visual Inspections Once the community outreach process is substantially complete, the only remaining method for determining service materials is to conduct inspections within individual properties. Depending on the number of remaining properties, a process will be developed for mass-completion of property inspections. This could include designated days for door to door knocking in neighborhoods and/or scheduled inspections at individual properties. This step is anticipated to require the highest amount of effort on a per property basis, and therefore all preceding inventory screening approaches will be exhausted before taking on individual property visual inspections. Future Task 6: Final Inventory Submittal After all the inventory efforts have been completed and the data has been entered in the ArcGIS Online Account, the results will be reviewed with City staff. Once approved, this information will be submitted to MDH and ultimately the EPA. This information is required to be submitted by 10/16/2024. Based on current rules, it is anticipated that the City will also be required to formulate its replacement plan for lead, galvanized, and unknown services following submittal. As always, we appreciate our partnership and the opportunity to serve the City of Orono. We look forward to working with you and the city on this project. If you have any questions regarding our proposal, please do not hesitate to contact me. Sincerely, Bolton & Menk, Inc. David Malm, GISP GIS Project Manager | Associate Cc: David P. Martini P.E., Principal Engineer 262 Item No.: 26 Date: February 12, 2024 Presenter: Adam Edwards Presenter: City Administrator / Engineer Section:City Administrator/Engineer Report Title: Construction Cooperative Agreement for Wayzata Blvd (CSAH 112) Road Reconstruction. 1.Purpose: The purpose of this item is to gain City Council approve the Cooperative agreement with Hennepin County and Long Lake for the construction and maintenance of the CSAH 112 phase three project. 2.Background: Hennepin County intends to improve CSAH 112 from Highway 12 to 6th Avenue in joint effort with Long Lake and Orono. The majority of the project is funded with State Turn Back Funding. The overall project is broken into three phases. Phase one consisted of the portion from Willow Drive to Wolf Pointe Trail. Phase two included CSAH 112 from Wolf Pointe Trail to Wayzata Blvd West. Phase three consists of the section from Willow Drive to CSAH 6. The Phase 3 design has been underway since 2019. Bids are being solicited this winter with award expected in the early spring. Work on Phase 3 is planned to begin later this spring. 3.Cost: A. The overall estimated cost of this phase is $ 12,384,796.70. B. The cost for Orono for Phase three is projected to be $384,403.60. C. The project will be funded from the Community Investment Fund and MSA Fund. Funding Source Amount in 2024 CIP Community Investment Fund $ 357,000 Streets MSA Fund $ 92,000 4.Process: Agreement Scope: The agreement lays out the responsibilities and cost participation during the construction process and the maintenance responsibilities upon completion of the project. The agreement once signed binds the parties to the project and associated costs as well as establishing the future maintenance responsibilities. 5.Staff Recommendation: I recommend approval of the Construction Cooperative Agreement. AGENDA ITEM COUNCIL ACTION REQUESTED Move to approve the Construction Cooperative Agreement at Exhibit A. Exhibits A. PW 55-08-23 Orono and Long Lake CSAH 112 (Phase 3) project-(V3)-CLEAN.docx B. Stormwater Maintenance Exhibit v2.pdf 263 Agreement No. PW 55-08-23 County Project No. 2091103 County State Aid Highway 112 City of Orono City of Long Lake County of Hennepin 1 ___ CONSTRUCTION COOPERATIVE AGREEMENT This Agreement is made between the County of Hennepin, a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to as the “County”, the City of Orono, a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to as “Orono”, and the City of Long Lake, a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to as “Long Lake”. Orono and Long Lake together are referred to as the “Cities”. The County and the Cities collectively are referred to as the “Parties.” Recitals The following Recitals are incorporated into this Agreement. 1. The County, in coordination with the Cities, is leading a roadway reconstruction project along County State Aid Highway (CSAH) 112 (Wayzata Boulevard) from half mile east of CSAH 6 (6th Avenue) to Willow Drive, which improvements include pavement reconstruction, turn- lane improvements at key intersections, a multi-use trail construction along the north side of CSAH 112, pedestrian ramp upgrades to the current Americans with Disabilities Act (ADA) standards, traffic signal system and Accessible Pedestrian Signal (APS) upgrades at applicable intersections, streetlighting, curbs and gutters, drainage, storm water structures, and other related improvements within the corporate limits of the Cities as shown in County Project (CP) 2091103 and the attached Exhibit B (Project Plan Title Sheet), and which shall hereinafter be referred to as the “Project”. 2. The Parties have agreed to enter into this Agreement to memorialize the partnership and to outline each party’s ownership and financial responsibilities, maintenance responsibilities, and associated costs for the Project. 3. The County shall be the lead agency in Project designs, construction, and construction administration, and be responsible for acquiring all necessary right of way and/or other governmental agencies-required permits needed for the Project. 4. The County Engineer has prepared an Engineer’s Estimate of quantities and unit prices for the above described Project, and a copy of the Engineer’s Estimate and an estimated Division of Cost Summary, marked Exhibit A, is attached hereto. 5. The Project will be carried out by the Parties under the provisions of Minnesota Statutes, Section 162.17, Subdivision 1, and Section 471.59. 264 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 2 ___ Agreement NOW, THEREFORE, the Parties agree as follows: 1.Term of Agreement, Survival of Terms, and Exhibits. Effective Date. This Agreement is effective as of the date of the final signature. Expiration Date.This Agreement will expire after the date in which all obligations have been satisfactorily fulfilled. Survival of Terms.Provisions that by their nature are intended to survive the term, cancellation or termination of this Agreement do survive such term, cancellation or termination. Such provisions include but are not limited to: Maintenance Responsibilities, Records/Audits, Indemnification, Insurance, Worker Compensation Claims, Cancellation,Termination, and Minnesota Laws Govern. Exhibits.All exhibits are attached and incorporated into this Agreement. 1.4.1 Exhibit A (Division of Cost Summary) 1.4.2 Exhibit B (Project Plan Title Sheet) 1.4.3 Exhibit C (Drainage Ownership and Maintenance Responsibilities) 1.4.4 Exhibit D (Signal System Location) 2.Project Construction. Contract Award and Administration. The County or its agents shall prepare the necessary plans, specifications, and proposal; obtain approval of the plans and specifications from the Minnesota Department of Transportation (MnDOT)and the Cities; advertise for bids for the work and construction; receive and open bids pursuant to the advertisement; enter into a contract with the successful bidder at the unit prices specified in the bid of such bidder; administer the contract; and perform the required engineering and inspection; all in accordance with the plans and specifications set forth below. Plans and Specifications. 2.2.1 Design Work. All design work performed by the County and its agents that is to be incorporated into the bidding documents for the Project shall be prepared and certified by a Professional Engineer licensed in the State of Minnesota. All designs which affect County facilities shall conform to MnDOT Design Standards applicable to County State Aid Highways and to the requirements of the Americans with Disabilities Act (ADA) standards, and be approved by the County Engineer. 265 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 3 ___ 2.2.2 Plan Numbers (S.A.P.#/S.P.#). The plans and specifications are referenced and identified as S.A.P. 027-712-003; S.A.P. 152-101-017 and shall be approved by MnDOT before Project construction. 2.2.3 Request for Copies of Plans. At the request of the Cities, the County or its agents shall furnish the Cities with any working copies of any plans, designs or reports at any time during the Project design process. Construction Supervision and Inspection. The County or its agents will administer the construction contract, and perform all necessary engineering, inspection and testing of all the contract work. All work for the Project shall be completed in compliance with the MnDOT and Cities approved plans and specifications. The Cities Engineers or designated representatives shall have the right, as the work progresses, to enter upon the job site to make any inspections deemed necessary and shall cooperate with the County Engineer and staff at their request to the extent necessary, but will have no responsibility for the supervision of the work. Plan Changes and Additional Construction. 2.4.1 Plan Changes. The Cities agree that the County may make changes in the plans or in the character of the contract construction that are reasonably necessary to cause the construction to be in all things performed and completed in a satisfactory manner. It is further agreed by the Cities that the County may enter into any change orders or supplemental agreements with the County’s contractor for the performance of any additional construction or construction occasioned by any necessary, advantageous or desirable changes in the plans, within the original scope of the Project. 2.4.2 Review Proposed Changes. The Cities shall have the right to review any proposed changes to the plans and specifications prior to the work being performed,except in emergencies,and in those instances where the proposed changes necessitate a re-engineering of the design and/or specifications, the County shall submit the re-engineered design and/or specifications to the Cities. The Cities Engineers or designated representatives shall respond to the County’s request for approval to authorize the issuance of any negotiated change orders or supplemental agreements prepared by the County within a reasonable time frame. Right of Way/Permit 2.5.1 Right of Way Acquisition. The County or its agents shall acquire all additional right of way, permits and/or easements required for the construction of the Project. 2.5.2 Access Rights and Permits.To the extent permitted by law, the Cities shall transfer, convey, permit, or otherwise allow the use of, property rights controlled or maintained by the Cities, including but not limited to easements or access 266 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 4 ___ rights,that may be required by the County for the Project. The Parties understand that any such access rights shall be subject to the Cities council approval and will be granted at no cost to the County.Any and all permits required by the Cities for the Project shall be granted at no cost or expense to the County or its contractors. These permits include but are not limited to the following: obstruction permits, after hours work permits, and permits related to Cities water and sanitary infrastructure. The County shall also obtain, and comply with, any and all permits and approvals required from other governmental or regulatory agencies to accomplish the Project. 2.5.3 Right of Way Cost. There is no right of way cost due from the Cities for the Project. Traffic Signal. The Project will revise two traffic signal systems on CSAH 112 at the intersections of Willow Drive (System ID# 8057855)and Old Crystal Bay Road (System ID# 8057850) collectively (the “Signal Systems”) as further illustrated in the attached Exhibit D (Signal System Location). The Project will require two new signal cabinets equipped with controller, video detection equipment, and required accessories to be installed as a part of the Project (“County Supplied Equipment”). The County will furnish the County Supplied Equipment and necessary labors to install the equipment as part of the Project. The Parties understand and agree that there will be no reimbursement costs due from the Cities for the County Supplied Equipment as the County will be using State Turnback funds to pay for the County Supplied Equipment costs. 2.6.1 Electrical Power. Orono, at no cost to the County, shall: (1) install, cause the installation of, or perpetuate the existence of an adequate three wire, 120/240 volt, single phase, alternating current electrical power connection to the Signal Systems and integral streetlights included in the Project; and (2) shall provide the electrical power for the operation of the Signal Systems and temporary traffic control signal systems during Project construction and integral traffic signal pole mounted luminaires installed as a part of the Project. 2.6.2 Emergency Vehicle Preemption (EVP). The EVP Systems shall be managed and maintained by the County. The Cities shall report malfunctions of EVP systems to the County immediately after discovery of the malfunction. 2.6.3 Accessible Pedestrian Signal (APS). The County will install APS push buttons and associated components, and integrate the components to the existing traffic signal system at the intersections as described in the construction plans. Street Lighting. The Project, at the request of Long Lake will install three streetlight poles within the corporate limits of Long Lake as provided in the construction plans. Long Lake, at no cost to the County, shall be responsible for paying for the electrical energy for the operation of the streetlights installed as part of the Project within its corporate limits. The Project will install 16 light poles in Orono as provided in the construction plans and Orono at no cost to the County, shall be responsible for paying for the electrical energy for the operation of the streetlights installed as part of the 267 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 5 ___ Project within its corporate limits. Asbestos. The Project may include the removal of asbestos containing electrical conduit. Only firms licensed to conduct asbestos abatement shall be used for the safe removal of asbestos containing electrical conduit with proper shipping manifest prepared and submitted to appropriate agency. The lead agency in the Project construction shall be responsible for the oversight of the removal of asbestos containing electrical conduit and compliance with the abovementioned specifications. Infiltration Basin, Pond, and Ditch. The Project will construct an infiltration basin adjacent to CSAH 112 approximately 140 feet west of Old Crystal Bay Road, west of Orono Public School, as provided in the construction plans within the corporate limits of Orono (the “Filtration Basin”). There exists a stormwater collection pond along, adjacent to, and on the northside CSAH 112 between Old Crystal Bay Road and Willow Drive within Orono corporate limits (the “Kelley Pond”). The County will reconstruct a ditch approximately 1430 feet east of Old Crystal Bay Road, going under CSAH 112 connecting the Kelley Pond to another pond locating approximately 840 feet south of CSAH 112 along the northside of Long Lake corporate limits as provided in the construction plans (the “Ditch”). Detours. The Project may require limited detouring of traffic onto the Cities’streets. The Parties agree that there will be no compensation to the Cities for detours onto their streets required to construct the Project. 3.Cost Participation. The Cities shall participate in the Project contract construction costs (“Contract Construction Costs”), associated design engineering fees (“Design Engineering Costs”), and Project construction administration fees (“Construction Engineering Costs”), collectively (“Cities’Cost Participation”), individually (“Orono’s Cost Participation”, and “Long Lake’s Cost Participation”) as provided herein. Orono’s Contract Construction Costs and Exhibit A Unit Prices. Orono’s Cost Participation shall include the Contract Construction Costs for the Project as set forth in the estimated Division of Cost Summary shown in Exhibit A. For informational purposes only, Orono’s share in Contract Construction Costs is currently estimated to be $320,337. The respective proportionate shares of the pro-rata pay items included in Exhibit A shall remain unchanged throughout the life of this Agreement. The Parties each understand and agree that the amount as shown in Exhibit A is an estimate of Orono’s Contract Construction Costs on the Project and the unit prices set forth in the contract with the successful bidder and the final quantities as measured by the County Engineer's designated representatives shall govern in computing and apportioning the Parties’ total final Contract Construction Costs for the Project. The final quantities as measured by the County Engineer's designated representatives for contract pay items in which Orono is participating shall be subject to the review and approval by the Orono’s City Engineer. Long Lake’s Contract Construction Costs and Exhibit A Unit Prices. Long Lake’s Cost Participation shall include the Contract Construction Costs for the Project as set forth in the estimated Division of Cost Summary shown in Exhibit A. For informational 268 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 6 ___ purposes only, Long Lake’s share in Contract Construction Costs is currently estimated to be $30,680. The respective proportionate shares of the pro-rata pay items included in Exhibit A shall remain unchanged throughout the life of this Agreement. The Parties each understand and agree that the amount as shown in Exhibit A is an estimate of Long Lake’s Contract Construction Costs on the Project and the unit prices set forth in the contract with the successful bidder and the final quantities as measured by the County Engineer's designated representatives shall govern in computing and apportioning the Parties’ total final Contract Construction Costs for the Project. The final quantities as measured by the County Engineer's designated representatives for contract pay items in which Long Lake is participating shall be subject to the review and approval by the Long Lake’s City Engineer. Orono’s Design Engineering and Construction Engineering Costs. Orono’s Cost Participation shall also include reimbursement to the County for Orono’s proportionate share of the Design Engineering Costs and the Construction Engineering Costs for the Project. Orono’s share of the Design Engineering Costs shall be equal to twelve percent (12%) of the total final amount of Orono’s share of the Contract Construction Costs for the Project. For informational purposes only, Orono’s share in Design Engineering Costs is currently estimated to be $34,946. Orono’s share of the Construction Engineering Costs shall be equal to ten percent (10%) of the total final amount of Orono’s share of the Contract Construction Costs for the Project as specified in Subsection 3.1 above. For informational purposes only, Orono’s share in Construction Engineering Costs is currently estimated to be $29,122. The Parties understand and agree that Orono’s proportionate shares of the Design Engineering and Construction Engineering Costs as listed in Exhibit A are estimated, and Orono’s actual proportionate shares will be computed using the total final amount of Orono’s share of the Contract Construction Costs for the Project. Long Lake’s Design Engineering and Construction Engineering Costs. Long Lake’s Cost Participation shall also include reimbursement to the County for Long Lake’s proportionate share of the Design Engineering Costs and the Construction Engineering Costs for the Project. Long Lake’s share of the Design Engineering Costs shall be equal to twelve percent (12%) of the total final amount of Long Lake’s share of the Contract Construction Costs for the Project. For informational purposes only, Long Lake’s share in Design Engineering Costs is currently estimated to be $3,347. Long Lake’s share of the Construction Engineering Costs shall be equal to ten percent (10%) of the total final amount of Long Lake’s share of the Contract Construction Costs for the Project as specified in Subsection 3.1 above. For informational purposes only, Long Lake’s share in Construction Engineering Costs is currently estimated to be $2,789. The Parties understand and agree that Long Lake’s proportionate shares of the Design Engineering and Construction Engineering Costs as listed in Exhibit A are estimated, and Long Lake’s actual proportionate shares will be computed using the total final amount of Long Lake’s share of the Contract Construction Costs for the Project. 4.Payment. Amount Due. The Cities agree to pay the Cities’Cost Participation amount as described herein. 269 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 7 ___ When to Invoice. After an award by the County to the successful bidder on the Project, the County shall invoice Orono and Long Lake separately for one hundred percent (100%) of Orono’s Cost Participation and for one hundred percent (100%) of Long Lake’s Cost Participation for the Project. The Cities’ Cost Participation shall be based on actual contract unit prices applied to the estimated quantities shown in the plans. Pay to the Order of. Payments shall be made to the County, in the name of the Hennepin County Treasurer, by the City for the full amount due stated on the invoices within forty five (45) days of the invoice date. Where to Send Payment. The payment should include the date, the name of the County’s project manager (Mr.Jay Hill, P.E.),project name and county project number (C.P. 2091103). Payment and supporting documentation should be mailed to the following address: Hennepin County Accounts Receivable Mail Code 131 300 South 6th St Minneapolis, MN 55487 5.No Parking. No Parking and Its Enforcement. As part of the Project, “No-Parking” signs shall be installed as represented in the plans.The Cities, at their expense and according to their practices, shall provide the enforcement for the prohibition of on-street parking on those portions of County road constructed under this Project recognizing the concurrent jurisdiction of the Sheriff of Hennepin County. Parking Restriction Modification. No modification of the above parking restrictions shall be made without first obtaining an approval from the County Highway Engineer permitting the modification and in accordance with the funding requirements of the Project. The Cities shall, at their own expense, temporarily remove and replace Cities- owned signs that are within the construction limits of the Project if requested by the County's Project Engineer. 6.Orono’s Maintenance Responsibilities. Upon completion of the Project, Orono shall provide year-round maintenance of the improvements within its corporate limits at its sole cost as outlined below. Roadways. Orono shall own and maintain segments of Orono city streets intersecting CSAH 112 that are constructed and/or revised under the Project within its city limits. Maintenance includes, but is not limited to sweeping, debris removal, resurfacing and seal coating, and any other maintenance activities according to accepted Orono maintenance practices. Traffic Signals and Components. 270 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 8 ___ 6.2.1 Electrical Service Costs. Orono, at its sole costs and expenses, shall provide electrical energy for the operation of the Signal Systems and shall maintain fuses and wires to the load side of the meter socket of the traffic Signal Systems and integral street lights/luminaires. 6.2.2 Traffic Signal System Adjustment. Orono shall not revise by addition or deletion, nor alter or adjust any component, part, sequence, or timing of the Signal Systems, however, nothing herein shall prohibit prompt, prudent action by properly constituted authorities in situations where a part of such Signal Systems may be directly involved in an emergency. 6.2.3 Signal Luminaires. Orono shall provide all required maintenance for the lamps on the luminaire extensions above the signals. Maintenance includes but is not limited to replacing burned out luminaire lamps, replacing fixtures, replacing other lighting components, and replacing fuse and wire from luminaire lamp to load side of meter socket of the Signal Systems. 6.2.4 Signal Painting. Not applicable to the Project. 6.2.5 Signal Cleaning. Orono shall be responsible for general cleaning and graffiti removal from the Signal System equipment and components. 6.2.6 Blocking County Roadways. When performing the Signal System maintenance work under this Agreement, Orono may partially block affected County roadways within its corporate limits if needed. In cases of emergency, such County roadways may be wholly blocked and the passage of traffic thereon prevented by Orono. At no time, however, shall Orono continue to obstruct the free passage of traffic on the County roadways for a longer period of time than is reasonably required for making the necessary traffic signal repairs. Orono shall not cause any portions of the County roadways on which traffic control signals are to be maintained to be closed to traffic for any reason other than those above without receiving prior written approval from Hennepin County and in no event for a time longer than shall be necessary. In the event of the total blocking or closing of any such County roadways, Orono shall provide a suitable detour during such time. 6.2.7 Materials. When performing the Signal System maintenance work under this Agreement, Orono shall be responsible for proper signing, marking, barricading and such other warning devices as may be required to adequately protect the pedestrian and vehicular traffic. All materials used by Orono in the performance of the maintenance work shall conform to the requirements of the current Edition of the MnDOT "Standard Specifications for Highway Construction" and all amendments and supplements thereto. All traffic signs, pavement markings and warning devices shall comply with the current Minnesota Manual on Uniform Traffic Control Devices (MN MUTCD). Street Lighting. Orono shall own and maintain the streetlights including the light poles installed as part of the Project according to Orono practices at no cost to the County. 271 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 9 ___ Sidewalks, Pedestrian Refuges and Ramps, and Off-street Shared-use Paths/Trails. Orono shall own and maintain sidewalks, pedestrian refuges and ramps, off-street shared-use paths/trails constructed as part of the Project according to Orono practices at no cost to the County. Maintenance includes but is not limited to repairing faulted or broken panels or surfaces, vegetation control, and snow and ice removal. City Road Pavement Striping and Crosswalk Markings. Orono shall maintain all pavement striping on Orono city streets constructed or revised under the Project and maintain crosswalk markings for roadway users installed as a part of the Project. Pond. Orono will continue to own and maintain the Kelley Pond revised as a part of the Project to accommodate the Ditch reconstruction according to Orono maintenance practices at its own costs and expenses. Maintenance includes but is not limit to removal of sediments from inlets, outlets, and overflow structures. Despite the foregoing, in the event that the Keley Pond needs to be dredged or reconstructed to remove excessive sediments, the County will participate at fifteen percent (15%) of the total cost of the dredging or reconstruction project based on the County percentage of stormwater entering the Kelley Pond from County facilities. The Kelley Pond ownership, maintenance responsibilities and drainage areas are further illustrated in the attached Exhibit C. Storm Sewers. Orono shall own and maintain catch basins, manholes, the Ditch, and trunk lines serving areas beyond the County right of way constructed or reconstructed under the Project at no cost to the County.Maintenance includes but is not limited to repairs to structures, casting, and adjacent curb section repairs along with removal of sediments, vegetation, and ice. Storm sewers ownership and maintenance responsibilities are further illustrated in the attached Exhibit C. The Parties understand and agree that non-routine maintenance costs of best management practices (BMPs), including dredging ponds, trunk lines and storm manholes within the County right of way,and replacement of stormwater treatment structures shall be apportioned between the County and Orono based on percent (%) contributing area. Landscaping. Orono shall own and maintain landscape/streetscape features (including those added to pedestrian bumpouts/curb extensions and medians) installed as part of the Project according to Orono practices at no cost to the County. Examples include trash removal, trimming, mowing, watering, irrigation maintenance and replanting/replacing. 7.Long Lake’s Maintenance Responsibilities. Upon completion of the Project, Long Lake shall provide year-round maintenance of the improvements within its corporate limits at its sole cost as outlined below. Roadways. Long Lake shall own and maintain segments of Long Lake city streets intersecting CSAH 112 that are constructed and/or revised under the Project within its city limits. Maintenance includes, but is not limited to sweeping, debris removal, resurfacing and seal coating, and any other maintenance activities according to accepted Long Lake maintenance practices. 272 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 10 ___ Street Lighting. Long Lake shall own and maintain the streetlights including the light poles installed as part of the Project according to Long Lake practices at no cost to the County. Sidewalks, Pedestrian Refuges and Ramps, and Off-street Shared-use Paths/Trails. Long Lake shall own and maintain sidewalks, pedestrian refuges and ramps, off-street shared-use paths/trails constructed as part of the Project according to Long Lake practices at no cost to the County. Maintenance includes but is not limited to repairing faulted or broken panels or surfaces, vegetation control, and snow and ice removal. City Road Pavement Striping and Crosswalk Markings. Long Lake shall maintain all pavement striping on Long Lake city streets constructed or revised under the Project and maintain crosswalk markings for roadway users installed as a part of the Project. Storm Sewers. Long Lake shall own and maintain catch basins, manholes, and trunk lines serving areas beyond the County right of way constructed or reconstructed under the Project at no cost to the County. Maintenance includes but is not limited to repairs to structures, casting, and adjacent curb section repairs along with removal of sediments, vegetation, and ice. Storm sewers ownership and maintenance responsibilities are further illustrated in the attached Exhibit C. The Parties understand and agree that non- routine maintenance costs of best management practices (BMPs), including dredging ponds and replacement of stormwater treatment structures shall be apportioned between the County and Long Lake based on percent (%) contributing area. Landscaping. Long Lake shall own and maintain landscape/streetscape features (including those added to pedestrian bumpouts/curb extensions and medians) installed as part of the Project according to Long Lake practices at no cost to the County. Examples include trash removal, trimming, mowing, watering, irrigation maintenance and replanting/replacing. 8.The County’s Maintenance Responsibilities.Upon completion of the Project, the County shall provide year-round maintenance at its sole cost as outlined below. Roadways.Maintenance of CSAH 112 reconstructed under the Project. Maintenance includes, but is not limited to,sweeping, debris removal, resurfacing and seal coating, and any other maintenance activities according to accepted County maintenance practices. Traffic Signals and Components. 8.2.1 Locating Traffic Signal Electrical Power Service Drop Lines. The County will be responsible for performing all underground location of electrical service drop from source of power (wood pole or other transformer location) to service cabinet of the Signal System for the purpose of various design and construction projects or other projects which may be required through the Gopher State One Call system, and furnishing all labor, materials, supplies, tools and other 273 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 11 ___ necessary items. 8.2.2 Locating Traffic Signal Cable. The County will be responsible for performing all underground location of signal equipment, conduit, wiring and related equipment for the purpose of various design and construction projects or other projects which may be required through the Gopher State One Call system, and furnishing all labor, materials, supplies, tools and other necessary items without cost to Orono. 8.2.3 Locating Traffic Signal Fiber Optic Lines. The County will be responsible for performing all underground location of fiber optic lines and related equipment for the purpose of various design and construction projects or other projects which may be required through the Gopher State One Call system, and furnishing all labor, materials, supplies, tools and other necessary items without cost to Orono. 8.2.4 Traffic Signal Components. The County shall be responsible for maintenance and repair of all traffic signal system components, including cabinets, controller, control equipment, conduit system and interconnect cable, signal poles, mast arms, pushbutton posts, wiring, detection, EVP, signal heads, pedestrian pushbuttons, Pan Tilt and Zoom (PTZ) cameras, and mast-arm mounted street signs. 8.2.5 Signal Head Indications. The County shall provide all required maintenance for the signal head indications. Maintenance includes but is not limited to replacement of signal indications for vehicular and pedestrian signal indications. 8.2.6 Traffic Signal Interconnect. The County shall be responsible for maintenance and repair of all communication lines (primarily fiber optic lines) between the Signal System, other infrastructure, and County’s traffic management center. 8.2.7 Signal Timing and Coordination. The County shall be responsible for signal timing and coordination. Timing and coordination include but are not limited to front page timing, coordination timing, EVP timing, pedestrian timing, and preemption timing. 8.2.8 Traffic Signal Component Knockdowns. The County shall be responsible for responding to signal and its component knockdown calls and repairing or replacing associated components damaged as a result of minor or major knockdowns to ensure proper functioning of traffic signals. County Road Pavement Striping. The County shall thereafter maintain and repair all pavement striping for CSAH 112 installed as a part of the Project at the expense of the County. Infiltration Basin. The County will own the Infiltration Basin constructed as a part of the Project and will maintain the Infiltration Basin according to County maintenance practices without any cost or expense to the Cities. Infiltration Basin ownership and 274 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 12 ___ maintenance responsibilities is further illustrated in the attached Exhibit C. Storm Sewers. The County shall own and maintain culverts, catch basins and leads, manholes, trunk lines and all other components that serve only County right of way constructed or reconstructed under the Project at no cost to the Cities. Maintenance includes repairs to structures, casting, and adjacent curb section repairs along with removal of sediments, vegetation, and ice. Storm sewers ownership and maintenance responsibilities are further illustrated in the attached Exhibit C. 9.Authorized Representatives. In order to coordinate the services of the County with the activities of the Cities and vice versa so as to accomplish the purposes of this Agreement, the Hennepin County Highway Engineer or designated representative and the Cities Engineers or designated representatives shall manage this Agreement on behalf of the County and the Cities. County of Hennepin: Carla Stueve County Highway Engineer Hennepin County Public Works 1600 Prairie Drive, Medina, MN 55340 Office: 612-596-0356 Carla.Stueve@hennepin.us City of Orono: Name: Title: Address: Office: Email: City of Long Lake: Name: Title: Address: Office: Email: 10.Assignment,Amendments, Default, Waiver, Agreement Complete, Cancellation or Termination. Assignment. The Parties shall not assign, subcontract, transfer or pledge this Agreement and/or the services to be performed hereunder, whether in whole or in part, without the prior written consent of the County. Amendments.Any alterations, variations, modifications or waivers of provisions of this Agreement shall only be valid when they have been reduced to writing as an amendment to this Agreement and signed by the Parties hereto. Default. If a party hereto fails to perform any of the provisions of this Agreement or so 275 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 13 ___ fails to administer the work as to endanger the performance of the Agreement, this shall constitute a default. Unless the default is excused by the non-defaulting party, the Parties may upon written notice immediately cancel this Agreement in its entirety. Waiver. Any party’s failure to insist upon strict performance of any provision or to exercise any right under this Agreement shall not be deemed a relinquishment or waiver of the same, unless consented to in writing. Such consent shall not constitute a general waiver or relinquishment throughout the entire term of the Agreement. Agreement Complete. The entire Agreement between the Parties is contained herein and that this Agreement supersedes all oral agreements and negotiations between the Parties relating to the subject matter hereof. All items referred to in this Agreement are incorporated or attached and are deemed to be part of this Agreement. Cancellation or Termination. This Agreement may be terminated or cancelled by each party by mutual agreement with or without cause by either party upon thirty (30) day written notice. This Agreement may be terminated or cancelled by either party upon a material breach by the other party. In the event of a termination or cancellation, the Parties will remain responsible for cost participation as provided in this Agreement for obligations incurred up through the effective date of the termination or cancellation, subject to any equitable adjustment that may be required to account for the effects of a breach. 11.Indemnification. Orono Indemnifies the County and Long Lake. Orono agrees to defend, indemnify and hold harmless the County and Long Lake, their officials, officers, agents, volunteers, and employees from any liability, claims, causes of action, judgments, damages, losses, costs or expenses, including reasonable attorneys’ fees, resulting directly or indirectly from any act or omission of Orono or Orono’s consultant or subconsultant, anyone directly or indirectly employed by them, and/or anyone for whose acts and/or omissions they may be liable in the performance of the services required by this Agreement, and against all loss by reason of t he failure of Orono to perform fully, in any respect, all obligations under this Agreement. Orono’s liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 or other applicable law. Long Lake Indemnifies the County and Orono. Long Lake agrees to defend, indemnify and hold harmless the County and Orono, their officials, officers, agents, volunteers, and employees from any liability, claims, causes of action, judgments, damages, losses, costs or expenses, including reasonable attorneys’ fees, resulting directly or indirectly from any act or omission of Long Lake or Long Lake’s consultant or subconsultant, anyone directly or indirectly employed by them, and/or anyone for whose acts and/or omissions they may be liable in the performance of the services required by this Agreement, and against all loss by reason of the failure of Long Lake to perform fully, in any respect, all obligations under this Agreement. Long Lake’s liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 or other applicable law. 276 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 14 ___ The County Indemnifies the Cities. The County agrees to defend, indemnify and hold harmless the Cities, their officials, officers, agents, volunteers, and employees from any liability, claims, causes of action, judgments, damages, losses, costs or expenses, including reasonable attorneys’ fees, resulting directly or indirectly from any act or omission of the County or the County’s consultant or sub consultant, anyone directly or indirectly employed by them, and/or anyone for whose acts and/or omissions they may be liable in the performance of the services required by this Agreement, and against all loss by reason of the failure of the County to perform fully, in any respect, all obligations under this Agreement. The County’s liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 or other applicable law. 12.Insurance. The Parties agree that any future contract let by the Parties for the performance of any of the work included hereunder shall include clauses that will: 1) Require the contractor to indemnify and hold the County and the Cities, their commissioners, officers, agents and employees harmless from any liability, claim, demand, judgments, expenses, action or cause of action of any kind or character arising out of any act or omission of the contractor, their officers, employees, agents or subcontractors;2)Require the contractor to be an independent contractor for the purposes of completing the work provided for in this Agreement; and 3) Require the contractor to provide and maintain enough insurance so as to assure the performance of its indemnification and hold harmless obligation: Limits (1)Commercial General Liability on an occurrence basis with contractual liability coverage: General Aggregate $2,000,000 Products -Completed Operations Aggregate $2,000,000 Personal and Advertising Injury $1,500,000 Each Occurrence -Combined Bodily Injury and Property Damage $1,500,000 Hennepin County and the Cities shall be named as an additional insured for the Commercial General Liability coverage with respect to operations covered under this Agreement. (2)Automobile Liability: Combined Single limit each occurrence coverage or the equivalent covering owned, non-owned, and hired automobiles:$1,500,000 (3)Workers’ Compensation and employer’s Liability: Workers’ Compensation:Statutory If the contractor is based outside the State of Minnesota, coverage must apply to Minnesota laws. 277 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 15 ___ Employer’s Liability. Bodily injury by: Accident –Each Accident $500,000 Disease –Policy Limit $500,000 Disease -Each Employee $500,000 (4)Professional Liability –Per Claim and Aggregate:$2,000,000 The above listed Professional Liability insurance will not be required in any construction contract let by the Cities if the Cities’contractors are not required to perform design engineering as part of the construction contract. An umbrella or excess policy over primary liability coverages is an acceptable method to provide the required insurance limits. The above subparagraphs establish minimum insurance requirements. It is the sole responsibility of the Cities’contractors to determine the need for and to procure additional insurance which may be needed in connection with the Project. All insurance policies shall be open to inspection by the County and copies of policies shall be submitted to the County upon written request. 13.Worker Compensation Claims. Orono’s Employees. Any and all employees of Orono and all other persons engaged by Orono in the performance of any work or services required or provided for herein to be performed by Orono shall not be considered employees of the County and/or Long Lake, and any and all claims that may or might arise under the Workers' Compensation Act or the Unemployment Compensation Act of the State of Minnesota on behalf of the employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of the employees while so engaged on any of the work or services provided to be rendered herein shall in no way be the obligation or responsibility of the County and/or Long Lake. Long Lake’s Employees. Any and all employees of Long Lake and all other persons engaged by Long Lake in the performance of any work or services required or provided for herein to be performed by Long Lake shall not be considered employees of the County and/or Orono, and any and all claims that may or might arise under the Workers' Compensation Act or the Unemployment Compensation Act of the State of Minnesota on behalf of the employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of the employees while so engaged on any of the work or services provided to be rendered herein shall in no way be the obligation or responsibility of the County and/or Orono. County’s Employees. Any and all employees of the County and all other persons engaged by the County in the performance of any work or services required or provided for herein to be performed by the County shall not be considered employees of the Cities, and any and all claims that may or might arise under the Workers' Compensation 278 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 16 ___ Act or the Unemployment Compensation Act of the State of Minnesota on behalf of the employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of the employees while so engaged on any of the work or services provided to be rendered herein shall in no way be the obligation or responsibility of the Cities. 14. Records/Audits. The Cities agree that the County, the State Auditor or any of their duly authorized representatives at any time during normal business hours, and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt and transcribe any books, documents, papers, records, etc., which are pertinent to the Project and the accounting practices and procedures of the Cities which involve transactions relating to this Agreement. 15. Nondiscrimination. The provisions of Minnesota Statute Section 181.59 and of any applicable local ordinance relating to civil rights and discrimination and the Affirmative Action Policy statement of Hennepin County shall be considered a part of this Agreement as though fully set forth herein. 16. Counterparts/Electronic Signatures. This Agreement may be executed in one or more counterparts, each of which will be deemed to be an original copy of this Agreement and all of which, when taken together, will be deemed to constitute one and the same agreement. The facsimile, email or other electronically delivered signatures of the Parties shall be deemed to constitute original signatures, and facsimile or electronic copies hereof shall be deemed to constitute duplicate originals. 17. Minnesota Laws Govern. The laws of the State of Minnesota shall govern all questions and interpretations concerning the validity and construction of this Agreement and the legal relations between the Parties and their performance. The appropriate venue and jurisdiction for any litigation will be those courts located within the County of Hennepin, State of Minnesota. Litigation, however, in the federal courts involving the Parties will be in the appropriate federal court within the State of Minnesota. (This space left intentionally blank) 279 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 17 ___ IN TESTIMONY WHEREOF,the Parties hereto have caused this Agreement to be executed by their respective duly authorized officers and agree to be bound by the provisions herein set forth. CITY OF ORONO (Seal)By:_______________________________ Mayor Date:______________________________ And:______________________________ City Manager Date:______________________________ CITY OF LONG LAKE (Seal)By:_______________________________ Mayor Date:______________________________ And:______________________________ City Administrator Date:______________________________ 280 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 18 ___ COUNTY OF HENNEPIN ATTEST: By:By:__________________________________ Deputy/Clerk of the County Board Chair of its County Board Date:Date: ________________________________ And: ________________________________ County Administrator Date: ________________________________ REVIEWED BY THE COUNTY ATTORNEY’S OFFICE: And:_________________________________ Assistant County Administrator, Public Works By:Date:________________________________ Assistant County Attorney Date: RECOMMENDED FOR APPROVAL REVIEWED: By:_________________________________ County Highway Engineer By: Sheri Selton Date:________________________________ Date: RECOMMENDED FOR APPROVAL By:_________________________________ Department Director, Transportation Operations Date:________________________________ 281 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 19 ___ EXHIBIT A Engineer’s Estimate and Division of Cost Summary 282 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 20 ___ EXHIBIT B Project Plan Title Sheet 283 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 21 ___ 284 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 22 ___ EXHIBIT C Drainage Ownership and Maintenance Responsibilities (see attachment) 285 Agreement No. PW 55-08-23 CSAH No. 112; C.P. 2091103 23 ___ EXHIBIT D Signal System Location 286 1021 1022 1023 1024 1025 1026 1027 1028 CSAH 112 (WAYZATA BLVD) SENSITIVE AREA ENVIRONMENTALLY HW L = 973.70 NW L = XXXX.XX W ETLAND SENSITIVE AREA ENVIRONMENTALLY HW L = 974.44 NW L = 972.27 LAKE CLASSEN 980.01 STA: 1023+32.00 LOW POINT C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE1 SHEET LAST REVISION: CHECKED BY: CAD BY: DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN 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. LICENSE NO.DATE XX/XX/2022 ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER 48041 264 HENNEPIN COUNTY PROJECT 2091103 C.S.A.H. 112 S.A.P. 152-101-017, S.A.P. 027-712-003 J.LABAT J. LABAT A. MCGOVERN 127MATCH TO SHEETSUPERELEVATION AND DRAINAGE PLAN IN 100 OUT 101 CONSTRUCTION LIMITS 4" PERF PIPE PROPOSED STORM SEWER SUPERELEVATION TRANSITION MANHOLE CATCH BASIN FLOW DIRECTION HIGH / LOW POINT SOD (TYPE LAWN) 95% PLANS INPLACE STORM SEWER TRANSITION SUPERELEVATION CONSTRUCTION LIMITS 4" TP PIPE DRAIN PROPOSED STORM SEWER SURFACE FLOW DIRECTION FILTER BERM RIPRAP ICB XXX LABEL PROP. STRUCTURE LABEL EX. STRUCTURE EX. APRON PROP. APRON EX. MANHOLESPECIAL 2 DRAIN STRUC DES 6" TP PIPE DRAIN PROP. CATCH BASIN PROP. MANHOLE PROP. CURB CUT EX. CATCH BASIN DRAINAGE STRUC. CONNECT INTO EX. STORM SEWER CONNECT TO EX. 1 2 DELINEATED WETLAND GRASS PAVER PROP. CLEANOUT SUPERELEVATION & DRAINAGE PLAN LEGEND FILTRATION SECTION AT THE ALIGNMENT. LOW POINT AND HIGH POINT LABELS ARE SHOULDER, WALK, AND TRAIL DIMENSIONS. SEE CONSTRUCTION PLANS FOR LANE, GENERAL NOTES: 0' SCALE '50'25 126 STA. 1025+78.9 S.A.P. 027-712-003 CP NO. 2091103 BEG. CSAH 112 287 1029 1030 1031 1032 1033 1034 1035 1036 CSAH 112 (WAYZATA BLVD) 3220 3220 LAKEWEST LLC 3245 LAKEWEST LLC 3245 LAKEWEST LLC 3245 998.37 1034+06.89STA: HIGH POINT C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE2 SHEET LAST REVISION: CHECKED BY: CAD BY: DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN 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. LICENSE NO.DATE XX/XX/2022 ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER 48041 264 HENNEPIN COUNTY PROJECT 2091103 C.S.A.H. 112 S.A.P. 152-101-017, S.A.P. 027-712-003 J.LABAT J. LABAT A. MCGOVERN SUPERELEVATION AND DRAINAGE PLAN 127 128MATCH TO SHEETMATCH TO SHEET126IN 103 IN 105 OUT 104 OUT 102 CONSTRUCTION LIMITS 4" PERF PIPE PROPOSED STORM SEWER SUPERELEVATION TRANSITION MANHOLE CATCH BASIN FLOW DIRECTION HIGH / LOW POINT SOD (TYPE LAWN) 95% PLANS INPLACE STORM SEWER TRANSITION SUPERELEVATION CONSTRUCTION LIMITS 4" TP PIPE DRAIN PROPOSED STORM SEWER SURFACE FLOW DIRECTION FILTER BERM RIPRAP ICB XXX LABEL PROP. STRUCTURE LABEL EX. STRUCTURE EX. APRON PROP. APRON EX. MANHOLESPECIAL 2 DRAIN STRUC DES 6" TP PIPE DRAIN PROP. CATCH BASIN PROP. MANHOLE PROP. CURB CUT EX. CATCH BASIN DRAINAGE STRUC. CONNECT INTO EX. STORM SEWER CONNECT TO EX. 1 2 DELINEATED WETLAND GRASS PAVER PROP. CLEANOUT SUPERELEVATION & DRAINAGE PLAN LEGEND FILTRATION SECTION AT THE ALIGNMENT. LOW POINT AND HIGH POINT LABELS ARE SHOULDER, WALK, AND TRAIL DIMENSIONS. SEE CONSTRUCTION PLANS FOR LANE, GENERAL NOTES: 0' SCALE '50'25 288 1036 1037 1038 1039 1040 1041 1042 1043 CSAH 112 (WAYZATA BLVD) 3200 3200 3025 3025 983.46 1043+04.44STA: LOW POINT 5710 5709 SENSITIVE AREA ENVIRONMENTALLY HW L = 974.44 NW L = 972.27 LAKE CLASSEN SENSITIVE AREA ENVIRONMENTALLY HW L = 973.70 NW L = XXXX.XX W ETLAND 5092 5093 C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE3 SHEET LAST REVISION: CHECKED BY: CAD BY: DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN 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. LICENSE NO.DATE XX/XX/2022 ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER 48041 264 HENNEPIN COUNTY PROJECT 2091103 C.S.A.H. 112 S.A.P. 152-101-017, S.A.P. 027-712-003 J.LABAT J. LABAT A. MCGOVERN SUPERELEVATION AND DRAINAGE PLAN 128 129MATCH TO SHEET127MATCH TO SHEETIN 106 IN 108OUT 107 OUT 109 OUT 111 IN 110 CONSTRUCTION LIMITS 4" PERF PIPE PROPOSED STORM SEWER SUPERELEVATION TRANSITION MANHOLE CATCH BASIN FLOW DIRECTION HIGH / LOW POINT SOD (TYPE LAWN) 95% PLANS INPLACE STORM SEWER TRANSITION SUPERELEVATION CONSTRUCTION LIMITS 4" TP PIPE DRAIN PROPOSED STORM SEWER SURFACE FLOW DIRECTION FILTER BERM RIPRAP ICB XXX LABEL PROP. STRUCTURE LABEL EX. STRUCTURE EX. APRON PROP. APRON EX. MANHOLESPECIAL 2 DRAIN STRUC DES 6" TP PIPE DRAIN PROP. CATCH BASIN PROP. MANHOLE PROP. CURB CUT EX. CATCH BASIN DRAINAGE STRUC. CONNECT INTO EX. STORM SEWER CONNECT TO EX. 1 2 DELINEATED WETLAND GRASS PAVER PROP. CLEANOUT SUPERELEVATION & DRAINAGE PLAN LEGEND FILTRATION SECTION AT THE ALIGNMENT. LOW POINT AND HIGH POINT LABELS ARE SHOULDER, WALK, AND TRAIL DIMENSIONS. SEE CONSTRUCTION PLANS FOR LANE, GENERAL NOTES: 0' SCALE '50'25 289 1044 1045 1046 1047 1048 1049 1050 1051 2050 2051 0 1+00.0000+95.00FIELD ENT.ORONO H.S.CSAH 112 (WAYZATA BLVD) 5085 5086 5083 5084 5505 SENSITIVE AREA ENVIRONMENTALLY HW L = 974.44 NW L = 972.27 LAKE CLASSEN SENSITIVE AREA ENVIRONMENTALLY HW L = 973.70 NW L = XXXX.XX W ETLAND 5504 5513 5707 5211 C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE4 SHEET LAST REVISION: CHECKED BY: CAD BY: DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN 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. LICENSE NO.DATE XX/XX/2022 ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER 48041 264 HENNEPIN COUNTY PROJECT 2091103 C.S.A.H. 112 S.A.P. 152-101-017, S.A.P. 027-712-003 J.LABAT J. LABAT A. MCGOVERN SUPERELEVATION AND DRAINAGE PLAN 129 130MATCH TO SHEET128MATCH TO SHEETCONSTRUCTION LIMITS 4" PERF PIPE PROPOSED STORM SEWER SUPERELEVATION TRANSITION MANHOLE CATCH BASIN FLOW DIRECTION HIGH / LOW POINT SOD (TYPE LAWN) 95% PLANS INPLACE STORM SEWER TRANSITION SUPERELEVATION CONSTRUCTION LIMITS 4" TP PIPE DRAIN PROPOSED STORM SEWER SURFACE FLOW DIRECTION FILTER BERM RIPRAP ICB XXX LABEL PROP. STRUCTURE LABEL EX. STRUCTURE EX. APRON PROP. APRON EX. MANHOLESPECIAL 2 DRAIN STRUC DES 6" TP PIPE DRAIN PROP. CATCH BASIN PROP. MANHOLE PROP. CURB CUT EX. CATCH BASIN DRAINAGE STRUC. CONNECT INTO EX. STORM SEWER CONNECT TO EX. 1 2 DELINEATED WETLAND GRASS PAVER PROP. CLEANOUT SUPERELEVATION & DRAINAGE PLAN LEGEND FILTRATION SECTION AT THE ALIGNMENT. LOW POINT AND HIGH POINT LABELS ARE SHOULDER, WALK, AND TRAIL DIMENSIONS. SEE CONSTRUCTION PLANS FOR LANE, GENERAL NOTES: 0' SCALE '50'25 +79.04.02+28+61.9.02.00DETAILS DESIGN SPECIAL 2 DRAINAGE STRUCTURE SEE SHEET FOR SHEET PLANS ON SEE GRADING BUFFER 75' W ETLAND SEE SHEET FOR GRASS PAVER DETAIL 138 140 142 290 1051 1052 1053 1054 1055 1056 1057 1058 2051 2052 2053 2054 2055 2056 2057 2058 CSAH 112 (WAYZATA BLVD) 28842890 DISTRICT 278 ORONO IND SCHOOL 685 3025 3025 5081 5082 5080 5089 5088 5091 CC-11 C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE5 SHEET LAST REVISION: CHECKED BY: CAD BY: DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN 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. LICENSE NO.DATE XX/XX/2022 ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER 48041 264 HENNEPIN COUNTY PROJECT 2091103 C.S.A.H. 112 S.A.P. 152-101-017, S.A.P. 027-712-003 J.LABAT J. LABAT A. MCGOVERN SUPERELEVATION AND DRAINAGE PLAN 130129MATCH TO SHEET131MATCH TO SHEETCONSTRUCTION LIMITS 4" PERF PIPE PROPOSED STORM SEWER SUPERELEVATION TRANSITION MANHOLE CATCH BASIN FLOW DIRECTION HIGH / LOW POINT SOD (TYPE LAWN) 95% PLANS INPLACE STORM SEWER TRANSITION SUPERELEVATION CONSTRUCTION LIMITS 4" TP PIPE DRAIN PROPOSED STORM SEWER SURFACE FLOW DIRECTION FILTER BERM RIPRAP ICB XXX LABEL PROP. STRUCTURE LABEL EX. STRUCTURE EX. APRON PROP. APRON EX. MANHOLESPECIAL 2 DRAIN STRUC DES 6" TP PIPE DRAIN PROP. CATCH BASIN PROP. MANHOLE PROP. CURB CUT EX. CATCH BASIN DRAINAGE STRUC. CONNECT INTO EX. STORM SEWER CONNECT TO EX. 1 2 DELINEATED WETLAND GRASS PAVER PROP. CLEANOUT SUPERELEVATION & DRAINAGE PLAN LEGEND FILTRATION SECTION AT THE ALIGNMENT. LOW POINT AND HIGH POINT LABELS ARE SHOULDER, WALK, AND TRAIL DIMENSIONS. SEE CONSTRUCTION PLANS FOR LANE, GENERAL NOTES: 0' SCALE '50'25 .04+00.02+50.04+49.1.02+99.1291 1059 1060 1061 1062 1063 1064 1065 1066 2059 2060 2061 2062 2063 2064 2065 206601 1+80.00 0 1+30.0001 1+87.09 0 1 22+10.000+89.500011+75.00011+75.00BAY RD NOLD CRYSTALCSAH 112 (WAYZATA BLVD) MN MAXILLOFACIAL & ORAL CONSULTANTS SKIN CARE DOCTORS P.A. KOOTTEMANN ORTHODONTICS 2765 JEM TECHNICAL 550 580 585 570 575 2868 2872 DISTRICT 278 ORONO IND SCHOOL 685 5010 5011 5201 5012 5013 5014 5017 5015 5016 5012A 5013A 5087 5090 5510 1028.84 1060+58.00STA: HIGH POINT 1028.91 2060+40.56STA: HIGH POINT 5511 2 5708 5514 5512 5713 5705 CC-1 C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE6 SHEET LAST REVISION: CHECKED BY: CAD BY: DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN 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. LICENSE NO.DATE XX/XX/2022 ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER 48041 264 HENNEPIN COUNTY PROJECT 2091103 C.S.A.H. 112 S.A.P. 152-101-017, S.A.P. 027-712-003 J.LABAT J. LABAT A. MCGOVERN SUPERELEVATION AND DRAINAGE PLAN 131 132MATCH TO SHEETMATCH TO SHEET1306646 ICB 123 IN 119A CONSTRUCTION LIMITS 4" PERF PIPE PROPOSED STORM SEWER SUPERELEVATION TRANSITION MANHOLE CATCH BASIN FLOW DIRECTION HIGH / LOW POINT SOD (TYPE LAWN) 95% PLANS INPLACE STORM SEWER TRANSITION SUPERELEVATION CONSTRUCTION LIMITS 4" TP PIPE DRAIN PROPOSED STORM SEWER SURFACE FLOW DIRECTION FILTER BERM RIPRAP ICB XXX LABEL PROP. STRUCTURE LABEL EX. STRUCTURE EX. APRON PROP. APRON EX. MANHOLESPECIAL 2 DRAIN STRUC DES 6" TP PIPE DRAIN PROP. CATCH BASIN PROP. MANHOLE PROP. CURB CUT EX. CATCH BASIN DRAINAGE STRUC. CONNECT INTO EX. STORM SEWER CONNECT TO EX. 1 2 DELINEATED WETLAND GRASS PAVER PROP. CLEANOUT SUPERELEVATION & DRAINAGE PLAN LEGEND FILTRATION SECTION AT THE ALIGNMENT. LOW POINT AND HIGH POINT LABELS ARE SHOULDER, WALK, AND TRAIL DIMENSIONS. SEE CONSTRUCTION PLANS FOR LANE, GENERAL NOTES: 0' SCALE '50'25 .01.01.019.019+22.8+28.9.04+19.3.02+69.3.02+50118) FROM OUT (SALVAGED APRON CONCRETE INSTALL 292 1066 1067 1068 1069 1070 1071 1072 1073 2066 2067 2068 2069 2070 2071 2072 2073 0 11+37.0000+94.301+00.000 100+78.89011+05.00 1+29.00 01CSAH 112 (WAYZATA BLVD) ORONO APARTMENTS LLC 2745 MN MAXILLOFACIAL & ORAL CONSULTANTS SKIN CARE DOCTORS P.A. KOOTTEMANN ORTHODONTICS 2765 METRO SELF STORAGE 2725 1ST STUDENT 2687 JEM TECHNICAL 550 LIVING STONEBAY SENIOR 2635 5032 5021 5020 5022 5019 5212 5026 5025 5023 5028 5029 5030 5027 5033 5034 5031 5037 5035 5210 5026A CC-2 CC-3 CC-8CC-9 CC-10 C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE7 SHEET LAST REVISION: CHECKED BY: CAD BY: DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN 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. LICENSE NO.DATE XX/XX/2022 ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER 48041 264 HENNEPIN COUNTY PROJECT 2091103 C.S.A.H. 112 S.A.P. 152-101-017, S.A.P. 027-712-003 J.LABAT J. LABAT A. MCGOVERN SUPERELEVATION AND DRAINAGE PLAN 132 133MATCH TO SHEET131MATCH TO SHEETICB 124 ICB 125 ICB 170 ICB 171 ICB 168 ICB 169 CONSTRUCTION LIMITS 4" PERF PIPE PROPOSED STORM SEWER SUPERELEVATION TRANSITION MANHOLE CATCH BASIN FLOW DIRECTION HIGH / LOW POINT SOD (TYPE LAWN)METRO ENTORONO SCHOOL BUS PARKING95% PLANS INPLACE STORM SEWER TRANSITION SUPERELEVATION CONSTRUCTION LIMITS 4" TP PIPE DRAIN PROPOSED STORM SEWER SURFACE FLOW DIRECTION FILTER BERM RIPRAP ICB XXX LABEL PROP. STRUCTURE LABEL EX. STRUCTURE EX. APRON PROP. APRON EX. MANHOLESPECIAL 2 DRAIN STRUC DES 6" TP PIPE DRAIN PROP. CATCH BASIN PROP. MANHOLE PROP. CURB CUT EX. CATCH BASIN DRAINAGE STRUC. CONNECT INTO EX. STORM SEWER CONNECT TO EX. 1 2 DELINEATED WETLAND GRASS PAVER PROP. CLEANOUT SUPERELEVATION & DRAINAGE PLAN LEGEND FILTRATION SECTION AT THE ALIGNMENT. LOW POINT AND HIGH POINT LABELS ARE SHOULDER, WALK, AND TRAIL DIMENSIONS. SEE CONSTRUCTION PLANS FOR LANE, GENERAL NOTES: 0' SCALE '50'25.03+25.3.006+55.7+20.2.05.055.02.01+03.3+53.3+87+50+12.6.035.025.04.02.015+08.9.02.03+29.02+00+29.5.005+29.5.01+24.5293 1074 1075 1076 1077 1078 1079 1080 1081 2074 2075 2076 2077 2078 2079 2080 2081 0 11+30.0000+85.6501 1+30.91 0 1 CSAH 112 (WAYZATA BLVD) LIVING STONEBAY SENIOR 2635 MORRIES 2605 MORRIES 2605 DEVELOPMENT LLC DAHLSTROM XXXX LONG LAKE DOME LLC 2465 5040 5041 5039 5206 5043 5044 5045 5042 5207 5047 5046 5704 5051 5050 5049 5048 5051A 5048A 5048B 5048C 5702 5703 5508 5501 5509 1014.94 1080+65.75STA: LOW POINT 1014.95 2080+65.90STA: LOW POINT SENSITIVE AREA ENVIRONMENTALLY HW L = 1015.01 NW L = 1009.00 KELLEY POND 1 CC-4 CC-5CC-6CC-7 C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE8 SHEET LAST REVISION: CHECKED BY: CAD BY: DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN 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. LICENSE NO.DATE XX/XX/2022 ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER 48041 264 HENNEPIN COUNTY PROJECT 2091103 C.S.A.H. 112 S.A.P. 152-101-017, S.A.P. 027-712-003 J.LABAT J. LABAT A. MCGOVERN SUPERELEVATION AND DRAINAGE PLAN 133 134MATCH TO SHEET132MATCH TO SHEETMATCH TO SHEET 136 IMH 130 OUT 137 ICB 129 ICB 128 ICB 142 OUT 131 ICB 136 OUT 138 ICB 172 ICB 173 ICB 174 OUT 142A CONSTRUCTION LIMITS 4" PERF PIPE PROPOSED STORM SEWER SUPERELEVATION TRANSITION MANHOLE CATCH BASIN FLOW DIRECTION HIGH / LOW POINT SOD (TYPE LAWN)MORRIES ENT95% PLANS INPLACE STORM SEWER TRANSITION SUPERELEVATION CONSTRUCTION LIMITS 4" TP PIPE DRAIN PROPOSED STORM SEWER SURFACE FLOW DIRECTION FILTER BERM RIPRAP ICB XXX LABEL PROP. STRUCTURE LABEL EX. STRUCTURE EX. APRON PROP. APRON EX. MANHOLESPECIAL 2 DRAIN STRUC DES 6" TP PIPE DRAIN PROP. CATCH BASIN PROP. MANHOLE PROP. CURB CUT EX. CATCH BASIN DRAINAGE STRUC. CONNECT INTO EX. STORM SEWER CONNECT TO EX. 1 2 DELINEATED WETLAND GRASS PAVER PROP. CLEANOUT SUPERELEVATION & DRAINAGE PLAN LEGEND FILTRATION SECTION AT THE ALIGNMENT. LOW POINT AND HIGH POINT LABELS ARE SHOULDER, WALK, AND TRAIL DIMENSIONS. SEE CONSTRUCTION PLANS FOR LANE, GENERAL NOTES: 0' SCALE '50'25 .005+44.5.026+25.1294 1081 1082 1083 1084 1085 1086 1087 1088 2081 2082 2083 2084 2085 2086 2087 2088 0 11+50.00011+80.00 011+31.181+93.42 CSAH 112 (WAYZATA BLVD) MCDONALDS 2410 MINI-STORAGE SAFEWAY 2420 ETCO PROPERTIES INC 2435 LONG LAKE DOME LLC 2465 DEVELOPMENT LLC DAHLSTROM XXXX CROSSING LLC CND-ORONO XXXX 5052 5053 5054 5055 5059 5058 50575056 5071 5072 5073 5074 5067 5068 5069 5070 5036 5706 SENSITIVE AREA ENVIRONMENTALLY HW L = 1014.89 NW L = 1009.00 KELLEY POND 5506 C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE9 SHEET LAST REVISION: CHECKED BY: CAD BY: DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN 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. LICENSE NO.DATE XX/XX/2022 ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER 48041 264 HENNEPIN COUNTY PROJECT 2091103 C.S.A.H. 112 S.A.P. 152-101-017, S.A.P. 027-712-003 J.LABAT J. LABAT A. MCGOVERN SUPERELEVATION AND DRAINAGE PLAN 134 135MATCH TO SHEET133MATCH TO SHEETIMH 143 OUT 144 ICB 145 CONSTRUCTION LIMITS 4" PERF PIPE PROPOSED STORM SEWER SUPERELEVATION TRANSITION MANHOLE CATCH BASIN FLOW DIRECTION HIGH / LOW POINT SOD (TYPE LAWN)BLVDW. INDUSTRIALINPLACE STORM SEWER TRANSITION SUPERELEVATION CONSTRUCTION LIMITS 4" TP PIPE DRAIN PROPOSED STORM SEWER SURFACE FLOW DIRECTION FILTER BERM RIPRAP ICB XXX LABEL PROP. STRUCTURE LABEL EX. STRUCTURE EX. APRON PROP. APRON EX. MANHOLESPECIAL 2 DRAIN STRUC DES 6" TP PIPE DRAIN PROP. CATCH BASIN PROP. MANHOLE PROP. CURB CUT EX. CATCH BASIN DRAINAGE STRUC. CONNECT INTO EX. STORM SEWER CONNECT TO EX. 1 2 DELINEATED WETLAND GRASS PAVER PROP. CLEANOUT SUPERELEVATION & DRAINAGE PLAN LEGEND FILTRATION SECTION AT THE ALIGNMENT. LOW POINT AND HIGH POINT LABELS ARE SHOULDER, WALK, AND TRAIL DIMENSIONS. SEE CONSTRUCTION PLANS FOR LANE, GENERAL NOTES: 95% PLANS 0' SCALE '50'25 +73.2+59.2.008.013.005.03.005+81.8+28.6+40295 0121089 1090 1091 1092 1093 1093+50.00 2089 2090 2091 2092 2093 2093+50.00 0 1 1+60.0001 1+95.00011+70.00 0 11+94.99WILLOW DR.SPEEDWAY 2400 WELLNESS HEALTH & ALIGN 2399 OTTEN BROS. 2350 5066 5065 5064 5078 5077 5076 5075 5209 5060 5061 5062 5063 5075A 5503 5507 5502 5515 2 2 2 2 C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE10 SHEET LAST REVISION: CHECKED BY: CAD BY: DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN 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. LICENSE NO.DATE XX/XX/2022 ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER 48041 264 HENNEPIN COUNTY PROJECT 2091103 C.S.A.H. 112 S.A.P. 152-101-017, S.A.P. 027-712-003 J.LABAT J. LABAT A. MCGOVERN SUPERELEVATION AND DRAINAGE PLAN 135134MATCH TO SHEET136MATCH TO SHEET ICB 149 ICB 150 ICB 161 IN 157 ICB 155 IMH 156 ICB 160 IMH 159 CONSTRUCTION LIMITS 4" PERF PIPE PROPOSED STORM SEWER SUPERELEVATION TRANSITION MANHOLE CATCH BASIN FLOW DIRECTION HIGH / LOW POINT SOD (TYPE LAWN) 95% PLANS INPLACE STORM SEWER TRANSITION SUPERELEVATION CONSTRUCTION LIMITS 4" TP PIPE DRAIN PROPOSED STORM SEWER SURFACE FLOW DIRECTION FILTER BERM RIPRAP ICB XXX LABEL PROP. STRUCTURE LABEL EX. STRUCTURE EX. APRON PROP. APRON EX. MANHOLESPECIAL 2 DRAIN STRUC DES 6" TP PIPE DRAIN PROP. CATCH BASIN PROP. MANHOLE PROP. CURB CUT EX. CATCH BASIN DRAINAGE STRUC. CONNECT INTO EX. STORM SEWER CONNECT TO EX. 1 2 DELINEATED WETLAND GRASS PAVER PROP. CLEANOUT SUPERELEVATION & DRAINAGE PLAN LEGEND FILTRATION SECTION AT THE ALIGNMENT. LOW POINT AND HIGH POINT LABELS ARE SHOULDER, WALK, AND TRAIL DIMENSIONS. SEE CONSTRUCTION PLANS FOR LANE, GENERAL NOTES: 0' SCALE '50'25 +17.02.012.005.02.005.015.015.017.012.022+64.9+84.8+02+52+50.3+60.3+50.5+00STA. 0+97 S.A.P. 152-101-017 S.A.P. 027-712-033 CP NO. 2091103 BEG WILLOW DR. STA. 1093+00.00 S.A.P. 027-712-003 CP NO. 2091103 END. CSAH 112 296 3 3+50.00 WILLOW DR. OTTEN BROS. 2350 1022.90 2+16.38STA: HIGH POINT C:\Users\JOLA007\Hennepin County\Hennepin County Transportation Design - HC_Projects\112_0911_03\Design\Plan\0911_Superel and Drainage Plans.dgn11/2/2023JOLA007SE11 SHEET LAST REVISION: CHECKED BY: CAD BY: DESIGN BY:I HEREBY CERTIFY THAT THIS PLAN 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. LICENSE NO.DATE XX/XX/2022 ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER 48041 264 HENNEPIN COUNTY PROJECT 2091103 C.S.A.H. 112 S.A.P. 152-101-017, S.A.P. 027-712-003 J.LABAT J. LABAT A. MCGOVERN 137 135MATCH TO SHEETMATCH TO SHEET133SUPERELEVATION AND DRAINAGE PLAN 136 ICB 151 CONSTRUCTION LIMITS 4" PERF PIPE PROPOSED STORM SEWER SUPERELEVATION TRANSITION MANHOLE CATCH BASIN FLOW DIRECTION HIGH / LOW POINT 142AOUT142BSOD (TYPE LAWN) 95% PLANS INPLACE STORM SEWER TRANSITION SUPERELEVATION CONSTRUCTION LIMITS 4" TP PIPE DRAIN PROPOSED STORM SEWER SURFACE FLOW DIRECTION FILTER BERM RIPRAP ICB XXX LABEL PROP. STRUCTURE LABEL EX. STRUCTURE EX. APRON PROP. APRON EX. MANHOLESPECIAL 2 DRAIN STRUC DES 6" TP PIPE DRAIN PROP. CATCH BASIN PROP. MANHOLE PROP. CURB CUT EX. CATCH BASIN DRAINAGE STRUC. CONNECT INTO EX. STORM SEWER CONNECT TO EX. 1 2 DELINEATED WETLAND GRASS PAVER PROP. CLEANOUT SUPERELEVATION & DRAINAGE PLAN LEGEND FILTRATION SECTION AT THE ALIGNMENT. LOW POINT AND HIGH POINT LABELS ARE SHOULDER, WALK, AND TRAIL DIMENSIONS. SEE CONSTRUCTION PLANS FOR LANE, GENERAL NOTES: 0' SCALE '50'25 ON PAGE SEE GRADING PLAN STA. 3+12.19 S.A.P. 152-101-017 S.A.P. 027-712-033 CP NO. 2091103 END WILLOW DR. 297 Item No.: 27 Date: February 12, 2024 Presenter: Adam Edwards Presenter: City Administrator / Engineer Section:Closed Session Title: Closed session to discuss Orono and Bonnet and Nygard litigations. 1.Purpose: The City Council may close the meeting as permitted by Minn. Stat. §13D.05 subd.3(c)(3) to hold a confidential, attorney-client privileged discussion of legal rights and remedies, potential legal action, and strategy regarding Orono and Bonnet and Nygard litigations. 2.Staff Recommendation: None AGENDA ITEM COUNCIL ACTION REQUESTED None 298