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04-14-2025 CC Agenda Packet
Agenda City Council Meeting Monday, April 14, 2025, 6:00 PM City Council Chambers 12780 Kelley Parkway, Orono, MN 55356 952-249-4600 /oronomn.gov Roll Call Pledge of Allegiance Approval of Agenda Consent Agenda These items are considered routine and will be enacted by one motion with no discussion unless a council member or staff requests and the item will be removed from the consent agenda for separate discussion and action. 1. City Council Minutes 2. Claims/Bills 3. Amend Annual Appointments to add Commission Ex Officios 4. Cannabis Registration - Resolution 7575 5. Hire Seasonal Employees 6. Hire Public Works Maintenance Worker 7. Disposal of Bicycles 8. Security Camera Upgrade 9. RPS25-000025, 3545 Ivy Place, Encroachment Agreement 10. LA24-000066, 430 East Long Lake Road, Conditional Use Permit & Variances - Resolution 7577 11. LA25-000002, Text Amendment: 78-1279(6) - Average Lakeshore Setback, Ord 313 Public Comments This is an opportunityfor 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. Presentations 12. Stubbs Bay Lake Improvement Districts (LID) Community Development Report 13. LA24-000054, 430 Old Crystal Bay Road North, Conditional Use Permit, Preliminary Plat, and Site Plan Review Finance Report 14. First Quarter Financial Update Public Safety Report 15. Long Lake Fire Department Annual Report Attorney Report City Administrator/Engineer Report 16. Upcoming Work Session and Council Training Schedule Sign up for email notifications at oronomn.gov 17. Design Update Public Works Commodities Yard (24-035) Committee Reports Mayor/Council Reports Closed Session 18. Annual Performance Review of the City Administrator 19. Discuss Long Lake v. Orono litigations New Business 20. Amend 2002 Agreement and Contract for Fire Protection Adjournment Upcoming Events _ Apr 14 City Council Apr 16 Candidate Forum by WVLMPA Apr 19 Clean Up Day Apr 21 Planning Commission Apr 28 City Council May 01 Wellness Expo @ Activities Center Sign up for email notifications at oronomn.gov K AGENDA ITEM Date: April 14, 2025 Title: City Council Minutes Presenter: Christine Lusian, City Clerk Section: Consent Agenda Purpose: The purpose of this item is to approve the City Council meeting minutes. 2. Staff Recommendation: Approve the City Council meeting minutes. COUNCIL ACTION REQUESTED Approve the City Council meeting minutes. Exhibits A. 03-24-2025 CC Minutes Item: 1 3 Minutes City Council Special Meeting Monday, March 24, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Mayor Tunheim called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance. ROLL CALL Orono City Council members present: Mayor Bob Tunheim, City Council Members Alisa Benson, Steve Persian, Jacqueline Ricks and Claire Berrett. Members absent: None Staff present were City Attorney Soren Mattick, City Administrator/Engineer Adam Edwards, Community Development Director Laura Oakden and City Planner Matt Karney. PLEDGE OF ALLEGIANCE APPROVAL OF AGENDA The agenda was approved by consensus. CONSENT AGENDA 1. City Council Minutes 2. Claims/Bills 3. Amend Annual Appointments — Resolution 7574 4. Hire Seasonal Employees 5. Rental Home Licenses 6. LA25-000009, 3245 Wayzata Blvd W, Interim Use Permit — Resolution 7565 Benson moved, Ricks seconded, to approve the Consent Agenda and adopt resolutions as submitted. VOTE: Ayes 5, Nays 0. PUBLIC COMMENTS Kelly Grady, Long Lake; and Cindy McDonnell, 1420 Baldur Park Rd, provided comments. CITY ADMINISTRATOR/ENGINEER REPORT 7. Upcoming Work Session and Council Training Schedule City Administrator Edwards reviewed planned Work Session topics and reported that he added a section on available trainings to the Work Session Schedule. The Council discussed the item and asked questions of staff. 8. League of Minnesota Cities, Local Zoning Authority Retention — Resolution 7573 The City Council is requested to review the Staff report, receive a presentation, and discuss and adopt the resolution regarding maintaining local zoning authority. The Council discussed the item and asked questions of staff. Page 1 of 2 4 Minutes City Council Special Meeting Monday, March 24, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Ricks moved, Berrett seconded, to adopt Resolution 7573 supporting retention of local zoning authority. VOTE: Ayes 5, Nays 0. COUNCIL COMMITTEE REPORTS 9. Council Committee and Board Reports Benson reported on the Police Commission meeting. MAYOR/COUNCIL REPORT Mayor and Council provided reports. CLOSED SESSION 10. Closed Session to discuss Long Lake v. Orono litigation. Persian moved, Ricks seconded, to enter into closed session at 7:00 p.m., as permitted by Section 13D.05 subd 3(c)3 to hold confidential attorney -client privilege discussion concerning strategy in the Long Lake v. Orono litigation. VOTE: Ayes 5, Nays 0. (The City Council was in closed session from 7:00 p.m. to 10:17 p.m.) ADJOURNMENT Tunheim moved, Benson seconded, to adjourn the meeting at 10:17 p.m. to Monday, April 14, 2025 at 6:00 p.m. VOTE: Ayes 5, Nays 0. ATTEST: Christine Lusian, City Clerk Bob Tunheim, Mayor Minutes approved by Orono City Council April 14, 2025. Meeting videos and transcripts available at oronomn.gov. Page 2 of 2 AGENDA ITEM Date: April 14, 2025 Title: Claims/Bills Presenter: Kellie Hoen, Administrative Assistant Section: Consent Agenda Item: 2 Purpose: The purpose of this action item is to approve payment of claims made on the City for services and/or products provided to the City. 2. Background: The attached claims for payment have been received by the City. Staff has reviewed the claims and is recommending approval of the listing for payment. The claims will be paid by checks 125683 to 125805, and ACH transactions 20130645 to 20130657 totaling $558,028.37. 3. Staff Recommendation: Staff recommends approval of a motion authorizing payment to the claims listed as presented. COUNCIL ACTION REQUESTED Motion to approve the claims list as presented. Exhibits A. Check Register 2025-04-10 6 City of Orono Check Register - COUNCIL REPORT Page: 1 Check Issue Dates: 3/21/2025 - 4/14/2025 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount HENNEPIN COUNTY TREASUR 03/31/2025 125533 02.13.2025-S 101-41900-301 AUDIT REQUEST FEE Central Services 25.00- Total 125533: 25.00- THOMAS HEIMEL 03/27/2025 125577 ROW24-000 101-22205 ESCROW REFUND - ROW24-000044 - 2155 SHEV 1,500.00- THOMAS HEIMEL 03/27/2025 125577 ROW24-000 101-22205 ESCROW REFUND - ROW24-000063 - 1360 FREN 1,500.00- THOMAS HEIMEL 03/27/2025 125577 ROW24-000 101-22205 ESCROW REFUND - ROW24-000068 - 975 HERIT 1,500.00- Total 125577: 4,500.00- DVS 03/21/2025 125683 03.2025 261 101-42110-441 REGISTRATION #275 - DTF VEHICLE Police Department 15.25 Total 125683: UTILITY BILL REFUND 03/21/2025 UTILITY BILL REFUND 03/21/2025 Total 125684: CONTINUA INTERIORS OF MIN 03/26/2025 Total 125685: ONYX PERFORMANCE INVEST 03/26/2025 Total 125686: XCEL ENERGY 03/26/2025 XCEL ENERGY 03/26/2025 XCEL ENERGY 03/26/2025 XCEL ENERGY 03/26/2025 XCEL ENERGY 03/26/2025 XCEL ENERGY 03/26/2025 XCEL ENERGY 03/26/2025 XCEL ENERGY 03/26/2025 XCEL ENERGY 03/26/2025 XCEL ENERGY 03/26/2025 XCEL ENERGY 03/26/2025 XCEL ENERGY 03/26/2025 125684 UB REFUND 999-10015 UB REFUND - 356 WESTLAKE ST.- THRASHER 125684 UB REFUND 999-10015 UB REFUND - 356 WESTLAKE ST.- THRASHER 125685 216894 440-48965-530 OFFICE FUNRNITURE 125686 LOC IS00033 101-22205 125687 915938902 101-41900-381 125687 915970980 101-43000-386 125687 916771692 101-42110-381 125687 916771692 101-43000-386 125687 916771692 601-49400-381 125687 916771692 613-49830-381 125687 916839673 602-49450-381 125687 916839673 601-49400-381 125687 916839673 101-45200-381 125687 916957159 602-49450-381 125687 919939664 101-43000-386 125687 920130483 101-41900-381 ORCHARD CREEK ESCROW REFUND PW BUILDING ELECTRICITY 01/20/25-02/20/25 OCB TRAFFIC SIGNAL 01/20/25-02/19/25 ELECTRIC SERVICE 2/3/254-2/27/25 ELECTRIC SERVICE 2/3/254-2/27/25 ELECTRIC SERVICE 2/3/254-2/27/25 ELECTRIC SERVICE 2/3/254-2/27/25 ELECTRIC SERVICE CREDIT ELECTRIC SERVICE CREDIT ELECTRIC SERVICE CREDIT 3425 LYRIC 01/28/25-2/27/25 OCB TRAFFIC SIGNAL 02/19/25-03/20/25 PW BUILDING ELECTRICITY 02/20/25-03/22/25 Central Services Public Works Department Police Department Public Works Department Water Golf Course Sewer Water Parks Sewer Public Works Department Central Services 15.25 192.65 .00 3,688.91 90.00 2,441.32 177.21 9.35 1,951.08 63.54 14.71 4,800.00- 800.00- 100.00- 30.84 154.41 2,185.58 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 3/21/2025 - 4/14/2025 Page: 2 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 125687: 1,328.04 BRIDGEWATER BANK- PETTY C 04/02/2025 125688 04.2025 Start 101-10306 2025 - START UP CASH 75.00 Total 125688: 75.00 ACME TOOLS 04/03/2025 125689 14144280 613-49830-223 GOLF COURSE MAINT SUPPLIES Golf Course 124.97 Total 125689: 124.97 ADAMS PUBLISHING GROUP-L 04/03/2025 125690 9521682458 101-41900-352 NEWSPAPER SUBSCRIPTION - 3 YEARS Central Services 288.00 Total 125690: 288.00 Advance Auto Parts 04/03/2025 125691 6829-322591 701-49800-222 408 PARTS Fleet Services 55.27 Total 125691: 55.27 ALLEN'S SERVICE 04/03/2025 125692 25-32151 701-49800-402 SQUAD CAR TOWING 264 Fleet Services 153.00 Total 125692: 153.00 BOLTON & MENK INC. 04/03/2025 125693 0357643/035 710-49970-575 24-036 ARCGIS ONLINE UPGRADE PROJECT IT Services 1,080.00 BOLTON & MENK INC. 04/03/2025 125693 0357643/035 602-49450-305 GIS MAINTENANCE SEWER Sewer 1,957.50 BOLTON & MENK INC. 04/03/2025 125693 0357643/035 601-49400-305 GIS MAINTENANCE WATER Water 1,452.50 BOLTON & MENK INC. 04/03/2025 125693 0357643/035 651-49910-305 GIS MAINTENANCE STORM SEWER Storm Water 1,732.50 BOLTON & MENK INC. 04/03/2025 125693 0357643/035 101-43170-305 GIS MAINTENANCE GENERAL Engineering 1,147.50 BOLTON & MENK INC. 04/03/2025 125693 0357643/035 101-43000-305 GIS FOR STREETS Public Works Department 67.50 BOLTON & MENK INC. 04/03/2025 125693 0357643/035 101-42400-305 GIS FOR CDD Building & Zoning 697.50 BOLTON & MENK INC. 04/03/2025 125693 0359035 601-16500 22-022 SOUTH WATERPLANT CONTROL UPGRA 6,809.00 Total 125693: 14,944.00 CECE'SIGNS INC 04/03/2025 125694 9790 405-48500-580 MINI LOADER 405 DECALS Imp Eqpt Outlay 125.00 Total 125694: 125.00 CENTERPOINT ENERGY MAIN 04/03/2025 125695 03.2025 602-49450-381 GAS SERVICE 2/21/25-3/20/25 Sewer 1,238.77 CENTERPOINT ENERGY MAIN 04/03/2025 125695 03.2025 601-49400-381 GAS SERVICE 2/21/25-3/20/25 Water 1,241.06 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 3/21/2025 - 4/14/2025 Page: 3 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount CENTERPOINT ENERGY MAIN 04/03/2025 125695 03.2025 101-41900-381 GAS SERVICE 2/21/25-3/20/25 Central Services 2,054.28 CENTERPOINT ENERGY MAIN 04/03/2025 125695 03.2025 101-42110-381 GAS SERVICE 2/21/25-3/20/25 Police Department 475.53 CENTERPOINT ENERGY MAIN 04/03/2025 125695 03.2025 101-42260-381 GAS SERVICE 2/21/25-3/20/25 Fire Protection Services 1,164.37 CENTERPOINT ENERGY MAIN 04/03/2025 125695 03.2025 613-49830-381 GAS SERVICE 2/21/25-3/20/25 Golf Course 286.37 Total 125695: 6,460.38 CENTRAL PENSION FUND SOU 04/03/2025 125696 04.03.25 FU 101-21705 CENTRAL PENSION FUND 04.03.2025 2,079.00 Total 125696: 2,079.00 CENTURYLINK 04/03/2025 125697 03.2025 GC 613-49830-321 GC PHONE/INTERNET 03/19/2025-04/18/2025 Golf Course 211.51 Total 125697: 211.51 City of Orono Utilities 04/03/2025 125698 03.2025 FIR 101-42260-382 03.2025 NORTH TEMP FIRE Fire Protection Services 148.64 City of Orono Utilities 04/03/2025 125698 03.2025 POS 101-41900-382 03.2025 PO Central Services 89.53 City of Orono Utilities 04/03/2025 125698 03.2025 UB 613-49830-382 03.2025 UB GC Golf Course 74.90 City of Orono Utilities 04/03/2025 125698 03.2025 UB 101-41900-382 03.2025 CH Central Services 82.58 City of Orono Utilities 04/03/2025 125698 03.2025 UB 101-42110-382 03.2025 PD Police Department 82.58 City of Orono Utilities 04/03/2025 125698 03.2025 UB 101-41900-382 03.2025 PW Central Services 58.92 City of Orono Utilities 04/03/2025 125698 03.2025 UB 602-49450-382 03.2025 PW Sewer 58.92 City of Orono Utilities 04/03/2025 125698 03.2025 UB 601-49400-382 03.2025 PW Water 58.92 City of Orono Utilities 04/03/2025 125698 03.2025 UB 651-49910-382 03.2025 PW Storm Water 58.91 City of Orono Utilities 04/03/2025 125698 03.2025 UB 601-49400-382 03.2025 UB WTP Water 162.74 Total 125698: 876.64 CITY OF WAYZATA 04/03/2025 125699 03.2025 UTIL 602-49450-387 MARCH 2O25 SEWER Sewer 4,082.50 CITY OF WAYZATA 04/03/2025 125699 03.2025 UTIL 601-49400-387 MARCH 2O25 WATER Water 2,018.12 Total 125699: 6,100.62 CJS SERVICES LLC 04/03/2025 125700 1566 101-43000405 TASK 93064 ROW TREE TRIMMING Public Works Department 4,500.00 CJS SERVICES LLC 04/03/2025 125700 1568 101-43000405 TASK 93277 ROW TREES Public Works Department 10,400.00 Total 125700: 14,900.00 CLINT SCHUMANN 04/03/2025 125701 03.2025 C. S 101-43000-331 REIMBURSE MILAGE TO CLASS Public Works Department 185.50 9 City of Orono Check Register - COUNCIL REPORT Page: 4 Check Issue Dates: 3/21/2025 - 4/14/2025 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 125701: CRYSTEEL TRUCK EQUIPMENT 04/03/2025 125702 F53172 101-43000-222 CRYSTEEL TRUCK EQUIPMENT 04/03/2025 125702 F53172 703-49960-379 Total 125702: EARL FANDERSEN &ASSOC 04/03/2025 125703 0138872-IN 101-43000-224 Total 125703: ECM PUBLISHERS INC 04/03/2025 125704 1039957 101-41410-352 ECM PUBLISHERS INC 04/03/2025 125704 1040100 613-49830-340 ECM PUBLISHERS INC 04/03/2025 125704 1040101 613-49830-340 ECM PUBLISHERS INC 04/03/2025 125704 1041049 101-43000-340 ECM PUBLISHERS INC 04/03/2025 125704 1041050 613-49830-340 ECM PUBLISHERS INC 04/03/2025 125704 1041051 613-49830-340 ECM PUBLISHERS INC 04/03/2025 125704 1041052 101-43000-340 Total 125704: EDEN K9 CONSULTING &TRAIN 04/03/2025 125705 1204 101-42110-317 Total 125705: ESCROW REFUND 04/03/2025 125706 ROW24-000 101-22205 ESCROW REFUND 04/04/2025 125706 ROW24-000 101-22205 Total 125706: FACTORY MOTOR PARTS 04/03/2025 125707 1-10585357 701-49800-222 FACTORY MOTOR PARTS 04/03/2025 125707 70-585137 701-49800-222 FACTORY MOTOR PARTS 04/03/2025 125707 70-585776 701-49800-222 Total 125707: FAUL PSYCHOLOGICAL 04/03/2025 125708 2341 101-42260-319 SNOW PLOW SNOW PLOW SIGN BOLTS Public Works Department Public Works Department NOTICE OF ELECTION Elections ADVERTISE FOR SEASON AND LEAGUES Golf Course GOLF COURSE SEASONAL JOB POSTING Golf Course PUBLIC WORKS JOB POSTING Public Works Department GOLF COURSE SEASONAL JOB POSTING Golf Course GOLF COURSE SEASONAL JOB POSTING Golf Course PUBLIC WORKS JOB POSTING - SEASONAL WO Public Works Department K9 TRACKING PROGRAM ESCROW REFUND - ROW24-000068 - 975 HERIT ESCROW REFUND - ROW24-000068 - 975 HERIT 627 PARTS PD 264 A/C COMPRESSOR WINDSHIELD WIPERS Police Department Fleet Services Fleet Services Fleet Services PSYCH TESTING FOR JEFFERY CERNOHOUS Fire Protection Services 185.50 115b.bU 348.20 348.20 129.20 129.20 129.20 348.20 114.UU 174.00 1,500.00 1,500.00- .00 84.17 239.38 44.38 367.93 665.00 10 City of Orono Check Register - COUNCIL REPORT Page: 5 Check Issue Dates: 3/21/2025 - 4/14/2025 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 125708 GENUINE PARTS COMPANY/NA 04/03/2025 125709 3270-584761 701-49800-215 GENUINE PARTS COMPANY/NA 04/03/2025 125709 575749 701-49800-222 GENUINE PARTS COMPANY/NA 04/03/2025 125709 616551 601-49400-227 GENUINE PARTS COMPANY/NA 04/03/2025 125709 620534 701-49800-222 Total 125709 GOPHERACE 04/03/2025 125710 024070 101-43000-224 GOPHERACE 04/03/2025 125710 024174/1 101-42260-223 GOPHERACE 04/03/2025 125710 024185/1 101-45200-221 GOPHERACE 04/03/2025 125710 024205/1 101-41900-223 GOPHERACE 04/03/2025 125710 024213/1 101-45200-221 GOPHERACE 04/03/2025 125710 024226/1 101-42110-201 GOPHERACE 04/03/2025 125710 024227/1 101-41900-223 GOPHERACE 04/03/2025 125710 24124/1 602-49450-227 GOPHERACE 04/03/2025 125710 24126/1 101-41900-223 GOPHERACE 04/03/2025 125710 24128/1 613-49830-223 GOPHERACE 04/03/2025 125710 24194/1 613-49830-223 Total 125710: GRAFIX SHOPPE 04/03/2025 125711 162915 101-42110-550 Total 125711: GRONBERG & ASSOCIATES IN 04/03/2025 125712 15316 101-43000-304 Total 125712: HAWKINS INC 04/03/2025 125713 7013296 601-49400-216 Total 125713: HEATHER RUSSETH 04/03/2025 125714 04.2025 HEA 101-42110-331 Total 125714: BRAKE PARTS AND SCRATCH BRUSH PD OIL FILTER/CABIN FILTER WATER PLANT FIX-ANITFREEZE 409 REVERSE LIGHT BULB Fleet Services Fleet Services Water Fleet Services SCREWS Public Works Department SUPPLIES FOR CLEANING Fire Protection Services PARKS MAINTENANCE SUPPLIES - CHAIN, ROP Parks DRILL BIT, HAND SOAP, SCREW ANCHOR Central Services SPRAYPAINT Parks MISC SUPPLIES Police Department WALL SCREW ANCHOR Central Services SUPPLIES FOR TELEVISING A SEWER MAIN Sewer BUILDING MAINTENANCE SUPPLIES Central Services KEY HOLDERS Golf Course PARKS MAINTENANCE SUPPLIES Golf Course 31.47 312.58 50.88 395.43 40.96 306.60 40.68 28.56 11.98 26.91 3.99 13.98 21.98 18.18 544.80 SQUAD SETUPS 278,279,280 Police Department 3,375.00 3,375.00 RIGHT OF WAY MARKING -HILLSIDE PLACE Public Works Department 340.00 340.00 CHLORINE TANKS Water 30.00 30.00 MILEAGE REIMB Police Department 42.00 42.00 11 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 3/21/2025 - 4/14/2025 Page: 6 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount HENNEPIN COUNTY ACCOUNT 04/03/2025 125715 1000243892 101-41600-309 JAIL CHARGES/ALL CITIES Law/Legal Services 1,497.84 Total 125715: 1,497.84 HOLIDAY COMPANIES 04/03/2025 125716 0796010425 101-42110-402 AUTO WASHES Police Department 247.50 Total 125716: 247.50 JACOB OR EMILY LOURICAS 04/03/2025 125717 UB REFUND 999-10015 UB REFUND - 3520 LYRIC AVE - LOURICAS 37.43 Total 125717: 37.43 LAKE MTKA CONSERVATION DI 04/03/2025 125718 2025Q2ORO 651-49910433 2ND QTR 2025 LEVY PMT Storm Water 10,200.50 Total 125718: 10,200.50 LAPOINTE UTILITIES INC 04/03/2025 125719 ROW24-000 101-22205 ESCROW REFUND - ROW24-000044 - 2155 SHEV 1,500.00 LAPOINTE UTILITIES INC 04/03/2025 125719 ROW24-000 101-22205 ESCROW REFUND - ROW24-000063 - 1360 FREN 1,500.00 Total 125719: 3,000.00 MACQUEEN EQUIPMENT LLC 04/03/2025 125720 P63638 101-43000-222 460 CONVEYOR BELT Public Works Department 2,902.63 Total 125720: 2,902.63 MANSFIELD OIL COMPANY 04/03/2025 125721 26361286 701-49800-212 UNLEADED FUEL Fleet Services 7,027.15 MANSFIELD OIL COMPANY 04/03/2025 125721 26361372 701-49800-212 DIESEL FUEL Fleet Services 1,783.68 Total 125721: 8,810.83 MORRIE'S BUFFALO FORD 04/03/2025 125722 1006150 701-49800-222 627 EXHAUST SYTEM Fleet Services 1,261.55 Total 125722: 1,261.55 MOTOROLA 04/03/2025 125723 8282096152 415-42260-580 APX RADIOS AND ACCESSORIES FOR E2 Fire Capital 23,603.20 MOTOROLA 04/03/2025 125723 8282096152 415-42260-580 APX RADIOS AND ACCESSORIES FOR R2 Fire Capital 23,603.20 Total 125723: 47,206.40 NAVARRE HARDWARE 04/03/2025 125724 349509 101-43000-224 5GAL BUCKET Public Works Department 6.59 12 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 3/21/2025 - 4/14/2025 Check Check Invoice Invoice GLAccount Description Payee Issue Date Number Number NAVARRE HARDWARE 04/03/2025 125724 349550 101-43000-224 MISC HARDWARE Total 125724: Newegg Business Inc 04/03/2025 125725 1305408910 710-49970-575 REPLACEMENT LAPTOP - PD Newegg Business Inc 04/03/2025 125725 1305409153 710-49970-575 REPLACEMENT PC CITY Total 125725: Department Public Works Department IT Services IT Services NOVA TECHNOLOGIES 04/03/2025 125726 177807 710-49970-329 PHONE SUPPORT - PHONE SCRIPT CHANGE IT Services NOVA TECHNOLOGIES 04/03/2025 125726 IN-80009186 710-49970-329 MONTHLY PHONE SIP CHARGE 4/25 IT Services Total 125726: ODP BUSINESS SOLUTIONS LL 04/03/2025 125727 4161600100 101-42110-201 OFFICE SUPPLIES ODP BUSINESS SOLUTIONS LL 04/03/2025 125727 4166914270 101-42110-201 OFFICE SUPPLIES Total 125727: OLD SHORELINE LLC 04/03/2025 125728 UB REFUND 999-10015 UB REFUND - 3359 OLD CRYSTAL BAY RD - OLD Total 125728: PERFORMANCE PLUS LLC dba 04/03/2025 125729 01032094 101-42260-319 PHYSICAL EXAM FOR JOHN JACKSON Total 125729: Police Department Police Department Fire Protection Services QUADIENT INC 04/03/2025 125730 Q1793983 710-49970-413 POSTAGE MACHING LEASE 04.28.25-07.27.25 IT Services Total 125730: REPUBLIC SERVICES #894 04/03/2025 125731 0894-007094 101-41900-404 TRASH SERVICE 03/01/25-03/31/25 - POLICE DE Central Services REPUBLIC SERVICES #894 04/03/2025 125731 0894-007094 101-41900-404 TRASH SERVICE 03/01/25-03/31/25 - CITY HALL Central Services REPUBLIC SERVICES #894 04/03/2025 125731 0894-007094 613-49830404 TRASH SERVICE 03/01/25-03/31/25 - GOLF COU Golf Course REPUBLIC SERVICES #894 04/03/2025 125731 0894-007094 101-45200404 TRASH SERVICE 03/01/25-03/31/25 - LURTON PA Parks Total 125731: RICK THRASHER 04/03/2025 125732 UB REFUND 999-10015 UB REFUND - 356 WESTLAKE ST.- THRASHER Page: 7 Apr 10, 2025 09:40AM Invoice Amount 3.30 689.98 1,342.97 95.00 229.23 324.23 115.65 220.82 336.47 6.30 6.30 196.00 196.00 878.94 878.94 214.85 488.25 767.66 231.00 1,701.76 192.65 13 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 3/21/2025 - 4/14/2025 Check Check Invoice Invoice GLAccount Description Payee Issue Date Number Number Total 125732 S.M. HENTGES & SONS INC 04/03/2025 125733 UB REFUND 999-10015 UB REFUND - 2545 DUNWOODY AVE - HENTGES Total 125733: SHERWIN WILLIAMS 04/03/2025 125734 1837-0 101-41900-223 PAINTING SUPPLIES Total 125734: STREICHER'S 04/03/2025 125735 11752108 101-42110-226 UNIFORMS/SONNEK STREICHER'S 04/03/2025 125735 11752110 101-42110-226 UNIFORMS/WIEBUSCH STREICHER'S 04/03/2025 125735 11752640 101-42110-226 UNIFORMS/KIRSCHNER STREICHER'S 04/03/2025 125735 11753684 101-42110-226 5 BWC POUCHES Total 125735: SUREFITTERS 04/03/2025 125736 78614 405-48500-550 406 BUILD - WARNING LIGHTS Total 125736: TARGET SOLUTIONS LEARNIN 04/03/2025 125737 INV114277 710-49970-416 SCHEDULING SOFTWARE - FIRE Total 125737: TERMINAL SUPPLY CO 04/03/2025 125738 16575-00 405-48500-550 701 BUILD HARDWARE TERMINAL SUPPLY CO 04/03/2025 125738 17560-00 101-43000-222 SWEEPER CONVEYOR BELT HARDWARE Total 125738: TIM SONNEK 04/03/2025 125739 03.2025 SON 101-42110-226 UNIFORMS/SONNEK TIM SONNEK 04/03/2025 125739 03.2025 SON 101-42110-439 RECRUITMENT TIM SONNEK 04/03/2025 125739 03.2025 SON 101-42110-439 MEETING SUPPLIES TIM SONNEK 04/03/2025 125739 03.2025 SON 101-42110-437 TRAINING/PARKING Total 125739: Department Central Services Police Department Police Department Police Department Police Department Imp Eqpt Outlay IT Services Imp Eqpt Outlay Public Works Department Police Department Police Department Police Department Police Department TIMESAVER OFF SITE SECRET 04/03/2025 125740 30204 101-42400-319 PLANNING COMMISSION MINUTES 3/17/2025 Building & Zoning TIMESAVER OFF SITE SECRET 04/03/2025 125740 30205 101-41110-319 CITY COUNCIL MINUTES 3/24/2025 Mayor & Council Page: 8 Apr 10, 2025 09:40AM Invoice Amount 192.65 182.65 182.65 32.94 32.94 84.95 13.99 179.99 259.95 538.88 4,401.50 4,401.50 3,182.75 3,182.75 53.79 115.57 169.36 99.49 45.18 23.29 9.00 176.96 374.50 172.00 14 City of Orono Check Register - COUNCIL REPORT Page: 9 Check Issue Dates: 3/21/2025 - 4/14/2025 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 125740: 546.50 TOLL GAS & WELDING SUPPLY 04/03/2025 125741 0040210281 701-49800-215 OXYGEN ACETYLENE TANKS Fleet Services 13.64 Total 125741: 13.64 UNIFIRST CORPORATION 04/03/2025 125742 1410130457 101-41900-223 MOPS/CLEANING TOWELS Central Services 13.64 UNIFIRST CORPORATION 04/03/2025 125742 1410132160 613-49830404 GOLF COURSE RAGS AND MATS Golf Course 88.07 UNIFIRST CORPORATION 04/03/2025 125742 1410132166 101-41900404 RUGS AND AIR FRESHENER REFILL - CH Central Services 90.36 UNIFIRST CORPORATION 04/03/2025 125742 1410132213 101-45200-226 UNIFORMS -PARKS Parks 16.30 UNIFIRST CORPORATION 04/03/2025 125742 1410132213 613-49830-226 UNIFORMS -GOLF COURSE Golf Course 16.30 UNIFIRST CORPORATION 04/03/2025 125742 1410132213 101-41900-226 UNIFORMS -FACILITY Central Services 6.44 UNIFIRST CORPORATION 04/03/2025 125742 1410132213 101-43000-226 UNIFORMS -STREETS Public Works Department 71.15 UNIFIRST CORPORATION 04/03/2025 125742 1410132213 101-43000-226 UNIFORMS - STORMWATER Public Works Department 71.15 UNIFIRST CORPORATION 04/03/2025 125742 1410132213 601-49400-226 UNIFORMS PW-WATER DEPT Water 36.79 UNIFIRST CORPORATION 04/03/2025 125742 1410132213 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 36.80 UNIFIRST CORPORATION 04/03/2025 125742 1410132213 701-49800-226 UNIFORMS - FLEET Fleet Services 40.33 UNIFIRST CORPORATION 04/03/2025 125742 1410132213 101-41900-223 MOPS/CLEANING TOWELS Central Services 30.52 UNIFIRST CORPORATION 04/03/2025 125742 1410132213 701-49800-221 SHOP TOWELS - PW Fleet Services 3.91 UNIFIRST CORPORATION 04/03/2025 125742 1410132213 101-43000404 RUGS-PW Public Works Department 28.73 Total 125742: 550.49 W.S. DARLEY & CO. 04/03/2025 125743 17553403 415-42260-580 HOSE FOR R1, R2 AND E2 Fire Capital 14,448.00 Total 125743: 14,448.00 WESTSIDE WHOLESALE TIRE 04/03/2025 125744 960733 701-49800-222 427 DRIVE TIRES Fleet Services 1,772.96 Total 125744: 1,772.96 XCEL ENERGY 04/03/2025 125745 920870506 602-49450-381 3425 LYRIC 02/28/25-03/27/25 Sewer 27.13 Total 125745: 27.13 Yamaha Golf & Utility 04/03/2025 125746 01-309090 613-49830415 GOLF CART RENTAL Golf Course 3,911.53 Yamaha Golf & Utility 04/03/2025 125746 01-309091 613-49830415 GOLF COURSE UTILITY CART Golf Course 250.00 15 City of Orono Check Register - COUNCIL REPORT Page: 10 Check Issue Dates: 3/21/2025 - 4/14/2025 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 125746 ZAYO GROUP LLC 04/03/2025 125747 21385628 613-49830-321 ZAYO GROUP LLC 04/03/2025 125747 21385628 101-42110-321 ZAYO GROUP LLC 04/03/2025 125747 21385628 101-41900-321 ZAYO GROUP LLC 04/03/2025 125747 21385628 601-49400-321 ZAYO GROUP LLC 04/03/2025 125747 21385628 602-49450-321 Total 125747: CARVER CONSTRUCTION COM 04/04/2025 125748 04.2025 FIN 440-48975-530 Total 125748: LAPOINTE UTILITIES INC 04/04/2025 125749 ROW24-000 101-22205 Total 125749: 1-800-RADIATOR & A/C OF MIN 04/14/2025 125750 76731804 701-49800-222 Total 125750: 4FRONT ENERGY SOLUTIONS 04/14/2025 125751 M25-000076 101-32530 4FRONT ENERGY SOLUTIONS 04/14/2025 125751 M25-000076 101-20802 Total 125751: ACTION FLEET INC. 04/14/2025 125752 17750 651-49910-222 Total 125752: AT&T MOBILTY 04/14/2025 125753 2873263283 701-49800-321 AT&T MOBILTY 04/14/2025 125753 2873263283 101-42110-321 AT&T MOBILTY 04/14/2025 125753 2873263283 101-42400-321 AT&T MOBILTY 04/14/2025 125753 2873263283 101-45200-321 AT&T MOBILTY 04/14/2025 125753 2873263283 613-49830-321 AT&T MOBILTY 04/14/2025 125753 2873263283 101-43000-321 AT&T MOBILTY 04/14/2025 125753 2873263283 101-41900-321 AT&T MOBILTY 04/14/2025 125753 2873263283 601-49400-321 PHONE SERVICE 03/23/25-04/22/25 PHONE SERVICE 03/23/25-04/22/25 PHONE SERVICE 03/23/25-04/22/25 PHONE SERVICE 03/23/25-04/22/25 PHONE SERVICE 03/23/25-04/22/25 COMMUNICATIONS OFFICE SPACE ESCROW REFUND - ROW24-000068 - 975 HERIT PD 264 A/C CONDENSOR BP REFUND - M25-000076 - 2625 CASCADE LN BP REFUND - M25-000076 - 2625 CASCADE LN Golf Course Police Department Central Services Water Sewer Navarre Station Improvement Fleet Services TRUCK 700 FRONT WARNING LIGHT REPLACEM Storm Water AT&T BILL 02/26/24-03/25/25 AT&T BILL 02/26/24-03/25/25 AT&T BILL 02/26/24-03/25/25 AT&T BILL 02/26/24-03/25/25 AT&T BILL 02/26/24-03/25/25 AT&T BILL 02/26/24-03/25/25 AT&T BILL 02/26/24-03/25/25 AT&T BILL 02/26/24-03/25/25 Fleet Services Police Department Building & Zoning Parks Golf Course Public Works Department Central Services Water 27.28 129.76 259.52 132.28 678.66 2,737.50 1,500.00 112.00 29.50 30.00 iK131IR 44.88 76.46 166.22 76.46 83.11 395.60 327.18 159.57 16 City of Orono Check Register - COUNCIL REPORT Page: 11 Check Issue Dates: 3/21/2025 - 4/14/2025 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount AT&T MOBILTY 04/14/2025 125753 2873263283 602-49450-321 AT&T BILL 02/26/24-03/25/25 Sewer 121.34 AT&T MOBILTY 04/14/2025 125753 2873263283 101-43100-321 AT&T BILL 02/26/24-03/25/25 Brush Site 38.23 Total 125753: 1,489.05 BARRY & ROBIN O'ROURKE 04/14/2025 125754 LA24-000040 101-22205 ESCROW REFUND - LA24-000040 - 2300 6TH AV 5,000.00 Total 125754: 5,000.00 Batteries + Bulbs 04/14/2025 125755 P81615134 602-49450-227 MISSION BATTERIES FOR LIFT STATIONS Sewer 60.15 Total 125755: 60.15 BCA TRAINING 04/14/2025 125756 40644 101-42110-437 TRAIN ING/SON N EK/DMT Police Department 75.00 Total 125756: 75.00 BEAUDRY OIL & SERVICE INC 04/14/2025 125757 2931078 701-49800-212 FUEL CONTRACT SHORTAGE Fleet Services 68.53 Total 125757: 68.53 BOLTON & MENK INC. 04/14/2025 125758 0359254 101-43170-305 GIS MAINTENANCE GENERAL Engineering 198.00 BOLTON & MENK INC. 04/14/2025 125758 0359255 101-43280-304 LA24-000059 IDYLVALE SHORES Special Services 682.50 BOLTON & MENK INC. 04/14/2025 125758 0359256 101-43280-304 LA24-000054 GARAGE CONDOS Special Services 475.00 BOLTON & MENK INC. 04/14/2025 125758 0359257 101-43280-304 LA24-000059 IDYLLVALE SHORES Special Services 285.00 BOLTON & MENK INC. 04/14/2025 125758 0359258 651-16500 24-024 MCULLEY ROAD OUTLET STORMWATER 419.00 BOLTON & MENK INC. 04/14/2025 125758 0359258 651-16500 25-022 CASCO COVE STORMWATER IMPROVEM 365.00 BOLTON & MENK INC. 04/14/2025 125758 0359258 651-16500 25-020 2025 KENOBI POND STORMWATER IMPR 270.00 BOLTON & MENK INC. 04/14/2025 125758 0359259 602-49450-305 GIS MAINTENANCE SEWER Sewer 450.00 BOLTON & MENK INC. 04/14/2025 125758 0359259 601-49400-305 GIS MAINTENANCE WATER Water 585.00 BOLTON & MENK INC. 04/14/2025 125758 0359259 651-49910-305 GIS MAINTENANCE STORM SEWER Storm Water 652.50 BOLTON & MENK INC. 04/14/2025 125758 0359259 101-43170-305 GIS MAINTENANCE GENERAL Engineering 765.00 BOLTON & MENK INC. 04/14/2025 125758 0359259 101-43000-305 GIS FOR STREETS Public Works Department 135.00 BOLTON & MENK INC. 04/14/2025 125758 0359259 101-42400-305 GIS FOR CDD Building & Zoning 405.00 BOLTON & MENK INC. 04/14/2025 125758 0359259 101-43170-305 GIS MAINTENANCE GENERAL Engineering 540.00 BOLTON & MENK INC. 04/14/2025 125758 0359260 435-48979-304 25-001 2025 STREETS IMPROVEMENT 12,219.50 BOLTON & MENK INC. 04/14/2025 125758 0359261 402-48050-304 25-002 BROWN ROAD IMPROVEMENTS 873.50 BOLTON & MENK INC. 04/14/2025 125758 0359393/035 602-16500 25-012 SANITARY SEWER REHABILITATION 476.00 17 City of Orono Check Check Payee Issue Date Number Total 125758: Check Register - COUNCIL REPORT Check Issue Dates: 3/21/2025 - 4/14/2025 Invoice Invoice GLAccount Number Description Page: 12 Apr 10, 2025 09:40AM Department Invoice Amount 19,796.00 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P28227.0 701-49800-222 425 PARTS DIFFERENTIAL Fleet Services 2,681.02- BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P28227.0 701-49800-222 425 PARTS Fleet Services 4,556.55 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P29197 701-49800-222 E-1 VENTILATION KIT Fleet Services 134.00 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P29197 701-49800-222 DUMP TRUCKS VENTILATION KITS Fleet Services 268.00 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P29757 701-49800-221 L-1 ENGINE SENSOR Fleet Services 137.96 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P30604 101-43000-222 427 PASSENGER SIDE STEP Public Works Department 238.17 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P30970 701-49800-222 425 DIFFERENTIAL CORE CREDIT Fleet Services 1,176.47- BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P31316 701-49800-222 427 DRIVERS SIDE STEP AND BRACKET REPAIR Fleet Services 293.18 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P31359 701-49800437 ERIC A/C TRAINING Fleet Services 40.00 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P31428 701-49800-222 FIRE 505 ENGINE SENSOR RETURNED Fleet Services 112.96- BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P31455 701-49800-222 TRUCK 427 FRONT SHOCKS Fleet Services 345.98 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P31628 701-49800-222 424 PARTS Fleet Services 44.15 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P31633 701-49800-222 CABIN FILTER FOR DUMP TRUCK Fleet Services 62.07 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P31634 701-49800-222 CABIN FILTERS FOR DUMP TRUCKS Fleet Services 67.16 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P31635 701-49800-222 CABIN FILTER FOR DUMP TRUCK Fleet Services 67.16 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P31636 701-49800-222 CABIN FILTERS FOR DUMP TRUCK Fleet Services 67.16 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P31659 701-49800-222 CAB FILTERS FOR DUMP TRUCKS Fleet Services 33.58 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P31702 701-49800-222 FRONT SHOCKS FOR 426 Fleet Services 345.98 BOYER TRUCKS - ST MICHAEL 04/14/2025 125759 093P31703 701-49800-222 424 FRONT SHOCKS Fleet Services 403.98 Total 125759: 3,134.63 BRIDGESTONE GOLF INC 04/14/2025 125760 INV-1003283 613-49830-095 GOLF BALLS Golf Course 660.02 Total 125760: 660.02 CAMPBELL KNUTSON 04/14/2025 125761 2717-000OG 101-41600-307 FOX STREET HYDRAULIC FLUID CLAIM Law/Legal Services 770.00 CAMPBELL KNUTSON 04/14/2025 125761 2717-000OG 101-41600-307 ADMINISTRATION/GENERAL MATTERS 03/25 Law/Legal Services 5,950.00 CAMPBELL KNUTSON 04/14/2025 125761 2717-0004G 101-42110-307 POLICE MATTERS 03/25 Police Department 102.00 CAMPBELL KNUTSON 04/14/2025 125761 2717-0201G 101-41600-307 MISC RECORDINGS 03/25 Law/Legal Services 586.53 CAMPBELL KNUTSON 04/14/2025 125761 2717-0800G 101-42400-307 B&Z ASSISTANCE 03/25 Building & Zoning 425.00 CAMPBELL KNUTSON 04/14/2025 125761 2717-0802G 101-43280-307 LA24-000068, 430 OLD CRYSTAL BAY ROAD Special Services 272.00 CAMPBELL KNUTSON 04/14/2025 125761 2717-0802G 101-42400-307 B&Z ASSISTANCE 03/31 Building & Zoning 506.00 CAMPBELL KNUTSON 04/14/2025 125761 2717-0804G 101-41600-307 STONEBAY COMMON ELEMENT PARCEL Law/Legal Services 51.00 CAMPBELL KNUTSON 04/14/2025 125761 2717-0805G 101-41600-307 FIRE MATTER 03/25 Law/Legal Services 204.00 CAMPBELL KNUTSON 04/14/2025 125761 2717-0943G 101-43280-307 LA24-000059 215 NORTH ARM LANE Special Services 110.00 CAMPBELL KNUTSON 04/14/2025 125761 2717-0948G 101-43280-307 LA24-000056 4375 BAYSIDE RD Special Services 274.00 18 City of Orono Payee CAMPBELLKNUTSON CAMPBELLKNUTSON CAMPBELLKNUTSON CAMPBELLKNUTSON CAMPBELLKNUTSON CAMPBELLKNUTSON CAMPBELLKNUTSON CAMPBELLKNUTSON CAMPBELLKNUTSON CAMPBELLKNUTSON CAMPBELLKNUTSON CAMPBELLKNUTSON CAMPBELLKNUTSON Check Check Issue Date Number 04/14/2025 04/14/2025 04/14/2025 04/14/2025 04/14/2025 04/14/2025 04/14/2025 04/14/2025 04/14/2025 04/14/2025 04/14/2025 04/14/2025 04/14/2025 Total 125761: CAPITOL BEVERAGE SALES L.P 04/14/2025 CAPITOL BEVERAGE SALES L.P 04/14/2025 Total 125762: CARDIO PARTNERS INC 04/14/2025 Total 125763: CECE'SIGNS INC 04/14/2025 CECE'SIGNS INC 04/14/2025 CECE'SIGNS INC 04/14/2025 Total 125764: CITY OF LONG LAKE 04/14/2025 CITY OF LONG LAKE 04/14/2025 CITY OF LONG LAKE 04/14/2025 CITY OF LONG LAKE 04/14/2025 Total 125765: CITY OF MINNETONKA BEACH 04/14/2025 125766 2025 QTR 1 602-49450-387 2025 1ST QTR SEWER SERVICE Check Register - COUNCIL REPORT Check Issue Dates: 3/21/2025 - 4/14/2025 Invoice Invoice GLAccount Description Number 125761 2717-0949G 101-43280-307 125761 2717-0950G 101-43280-307 125761 2717-0951G 101-43280-307 125761 2717-0952G 101-43280-307 125761 2717-0953G 101-43280-307 125761 2717-0954G 101-43280-307 125761 2717-0955G 101-43280-307 125761 2717-0956G 101-43280-307 125761 2717-0957G 101-43280-307 125761 2717-0958G 101-43280-307 125761 2717-0959G 101-43280-307 125761 2717-0998G 101-41600-306 125761 2717-0999G 101-41600-306 LA25-000001 485 ORONO ORCHARD RD LA24-000065 980 HERITAGE LN LA24-000066, 430 EAST LONG LAKE RD LA24-000067 2691 ETHEL AVE LA24-000070 2195 WATERTOWN RD LA25-000003 155 WEAR LN LA25-000004 3545 IVY PLACE LA25-000005 1480 BOHNS PT RD LA25-000008 2745 KELLEY PARKWAY LA25-000009 3245 WAYZATA BLVD RPS25-000025 3545 IVY PL PROSECUTION SERVICES 03/25 PROSECUTION SERVICES 03/25 125762 3115545 613-49830-092 POP RESALE 125762 3115545 613-49830-091 BEER FOR RESALE 125763 600035984 101-42260-219 AUTO SUCTION 125764 9810 405-48500-550 125764 9810 405-48500-580 125764 9810 405-48500-550 125765 03.2025 UTIL 602-49450-387 125765 03.2025 UTIL 601-49400-387 125765 20250006 101-42260-318 125765 20250006 101-39640 Department Special Services Special Services Special Services Special Services Special Services Special Services Special Services Special Services Special Services Special Services Special Services Law/Legal Services Law/Legal Services Golf Course Golf Course Fire Protection Services CITY GRAPHICS FOR 702 UTILITIES CAPITAL PU Imp Eqpt Outlay CITY GRAPHICS FOR STREETS CAPITAL PURCH Imp Eqpt Outlay CITY GRAPHICS FOR STREESTS 484 TRAILER Imp Eqpt Outlay MARCH SEWER 2025 MARCH WATER 2025 2ND QTR 2026 FIRE SERVICE 2024 FIRE BUDGET SURPLUS REFUND Sewer Water Fire Protection Services Sewer Page: 13 Apr 10, 2025 09:40AM Invoice Amount 110.00 82.50 110.00 82.50 110.00 82.50 110.00 275.00 55.00 82.50 55.00 73.00 6,394.39 42.98 258.70 301.68 518.64 518.64 126.68 126.66 126.66 2,449.58 1,644.60 144,462.25 84,126.94- cn non - 265.00 19 City of Orono Check Register - COUNCIL REPORT Page: 14 Check Issue Dates: 3/21/2025 - 4/14/2025 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 125766: 265.00 DAVID O'KEEFE 04/14/2025 125767 RPS24-0000 101-22205 ESCROW REFUND - RPS24-000067 - 2890 GOLD 9,000.00 Total 125767: 9,000.00 EARL FANDERSEN &ASSOC 04/14/2025 125768 0138998-IN 101-43000-224 SIGN FOR DIST. 2 Public Works Department 147.95 Total 125768: 147.95 ECM PUBLISHERS INC 04/14/2025 125769 1042077 101-43000-340 PUBLIC WORKS JOB POSTING -SEASONAL WO Public Works Department 129.20 ECM PUBLISHERS INC 04/14/2025 125769 1042078 613-49830-340 GOLF COURSE ADVERTISING Golf Course 348.20 ECM PUBLISHERS INC 04/14/2025 125769 1042079 613-49830-340 ADVERTISE FOR SEASON AND LEAGUES Golf Course 348.20 Total 125769: 825.60 FACTORY MOTOR PARTS 04/14/2025 125770 1-10553608 701-49800-240 MECHANICS TOOLS A/C LEAK DETECCTOR Fleet Services 268.80 FACTORY MOTOR PARTS 04/14/2025 125770 1-10567241 701-49800-240 MECHANICS TOOLS A/C LEAK DETECTOR Fleet Services 374.34 FACTORY MOTOR PARTS 04/14/2025 125770 1-R12425 701-49800-222 FIRE L-1 AIR FILTER Fleet Services 202.57 FACTORY MOTOR PARTS 04/14/2025 125770 70-586476 701-49800-240 MECHANICS TOOLS A/C LEAK DETECTOR Fleet Services 643.14- Total 125770: 202.57 FERGUSON WATERWORKS #25 04/14/2025 125771 0543690 601-49400-227 1" WATER METERS (STOCK) Water 6,700.80 FERGUSON WATERWORKS #25 04/14/2025 125771 0543882 601-49400-227 4" GATE VALVES & PARTS WATER/SEWER Water 2,071.72 FERGUSON WATERWORKS #25 04/14/2025 125771 0543882 602-49450-227 4" GATE VALVES & PARTS WATER/SEWER Sewer 2,071.72 FERGUSON WATERWORKS #25 04/14/2025 125771 0543884 601-49400-227 6" GATE VALVE & PARTS Water 4,257.72 FERGUSON WATERWORKS #25 04/14/2025 125771 0543886 601-49400-227 6" GATE VALVES Water 6,798.35 FERGUSON WATERWORKS #25 04/14/2025 125771 0543887 601-49400-405 WATER MAIN BREAK SUPPLIES Water 2,031.66 FERGUSON WATERWORKS #25 04/14/2025 125771 0543887 601-49400-227 WATER MAIN BREAK SUPPLIES Water 2,031.66 Total 125771: 25,963.63 FLEETPRIDE INC 04/14/2025 125772 124697556 701-49800-215 HYDRUALIC HOSE FITTINGS Fleet Services 142.72 Total 125772: 142.72 GARY NELSON 04/14/2025 125773 04.2025 G. N 101-42400-437 SEPTIC TRAINING Building & Zoning 453.53 20 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 3/21/2025 - 4/14/2025 Page: 15 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 125773: 453.53 GERTEN GREENHOUSES - 446 04/14/2025 125774 9355/15 701-49800-212 FORKLIFT PROPANE Fleet Services 22.99 Total 125774: 22.99 GOPHERACE 04/14/2025 125775 024239/1 101-42260-223 ADHESIVE FOR TRAINING PROP Fire Protection Services 18.99 GOPHERACE 04/14/2025 125775 024241/1 101-42110-240 GARAGE SUPPLIES Police Department 13.98- GOPHERACE 04/14/2025 125775 024257/1 101-41900-223 PAINT SUPPLIES WORK ROOM Central Services 6.59 GOPHERACE 04/14/2025 125775 024290/1 701-49800-215 TIE ROLL Fleet Services 14.99 GOPHERACE 04/14/2025 125775 024303/1 701-49800-222 424 TRUCK REPAIR Fleet Services 53.89 GOPHERACE 04/14/2025 125775 24263/1 101-41900-223 CARPET REPAIRS Central Services 29.17 GOPHERACE 04/14/2025 125775 24297/1 101-43000-224 TOOLS FOR TRUCK 406 TASK 93474 Public Works Department 270.99 Total 125775: 380.64 GOPHER STATE ONE CALL 04/14/2025 125776 5030664 601-49400-405 LOCATES - WATER Water 97.20 GOPHER STATE ONE CALL 04/14/2025 125776 5030664 602-49450-406 LOCATES - SEWER Sewer 97.20 Total 125776: 194.40 GUARDIAN FLEET SAFETY 04/14/2025 125777 302092 101-42110-550 SQUAD SETUP #274 - K9 Police Department 15,070.33 Total 125777: 15,070.33 HENNEPIN COUNTY ACCOUNT 04/14/2025 125778 1000244882 101-43170-304 PROPERTY RESEARCH FOR EASEMENT Engineering 7.50 Total 125778: 7.50 HENNEPIN COUNTY ACCOUNT 04/14/2025 125779 1000244215 101-43000-414 PW RADIO LEASE Public Works Department 320.43 HENNEPIN COUNTY ACCOUNT 04/14/2025 125779 1000244258 101-42260-414 FIRE RADIO FEES 03/2025 Fire Protection Services 611.73 Total 125779: 932.16 HENNEPIN TECHNICAL COLLIE 04/14/2025 125780 1279697-1 101-42260437 FIREFIGHTER TRAINING Fire Protection Services 20.00 Total 125780: 20.00 JAMES POHTILLA OR KRISTINA 04/14/2025 125781 UB REFUND 999-10015 UB REFUND - 3705 NORTH SHORE DRIVE - POH 39.38 21 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 3/21/2025 - 4/14/2025 Page: 16 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 125781: 39.38 LANO EQUIPMENT INC 04/14/2025 125782 02-1141017 405-48500-580 TRAILER Imp Eqpt Outlay 28,631.10 LANO EQUIPMENT INC 04/14/2025 125782 03-1143757 701-49800-221 HOSE SPRING KIT, BUSHING, DECAL Fleet Services 14.77 Total 125782: 28,645.87 LEO WEB PROTECT INC. 04/14/2025 125783 8097200157 710-49970416 LEO WEB PROTECT/YEARLY SUBSCRIPTION IT Services 143.06 Total 125783: 143.06 LOCKRIDGE GRINDAL NAUEN 04/14/2025 125784 118664 703-49960-378 LITIGATION -SPECIAL ELECTION DEFENSE 20,151.86 Total 125784: 20,151.86 MET COUNCIL-IND WASTE & P 04/14/2025 125785 04.2025 IND 602-49450-406 SANITARY WASTE DUMPING PERMIT - MET CO Sewer 475.00 Total 125785: 475.00 METROPOLITAN AREA MANAG 04/14/2025 125786 2251 101-41300-437 MAMA EVENT 03/27/2025 - EDWARDS Administration 35.00 Total 125786: 35.00 METROPOLITAN COUNCIL ENVI 04/14/2025 125787 0001185287 602-49450-383 WASTWATER SERVICE 5/2025 Sewer 60,575.15 Total 125787: 60,575.15 MINNEAPOLIS OXYGEN COMPA 04/14/2025 125788 0000142041 701-49800-215 ACETYLENE, OXYGEN Fleet Services 81.05 MINNEAPOLIS OXYGEN COMPA 04/14/2025 125788 0000142042 101-42110-221 MEDICAL OXYGEN/TANK FEE Police Department 160.00 Total 125788: 241.05 MN DEPT OF PUBLIC SAFETY A 04/14/2025 125789 04.2025 BUY 613-49830-441 ALCOHOL BUYERS CARD Golf Course 20.00 Total 125789: 20.00 MYERS TIRE - PHOENIX #35 04/14/2025 125790 53528576 701-49800-215 SHOP SUPPLIES TIRE MACHINE Fleet Services 42.55 22 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 3/21/2025 - 4/14/2025 Page: 17 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 125790: 42.55 NORTH MEMORIAL 04/14/2025 125791 51005 101-42260-437 ANNUAL EMS REFRESHER Fire Protection Services 750.00 Total 125791: 750.00 NORTHERN SAFETY TECHNOL 04/14/2025 125792 59255 701-49800-222 PD SQUAD 273 REAR DOOR LIGHT RED/BLUE Fleet Services 230.84 Total 125792: 230.84 ODP BUSINESS SOLUTIONS LL 04/14/2025 125793 4152408990 101-42110-201 OFFICE SUPPLIES Police Department 59.18 ODP BUSINESS SOLUTIONS LL 04/14/2025 125793 4152428990 101-42110-201 OFFICE SUPPLIES Police Department 44.50 Total 125793: 103.68 ROADKILL ANIMAL CONTROL 04/14/2025 125794 03.2025 ROA 101-43000-489 PICK UP ROADSIDE DEER KILL Public Works Department 129.00 Total 125794: 129.00 SAFEASSURE CONSULTANTS 04/14/2025 125795 3797 602-49450437 2025 ANNUAL FEE PW SAFETY/CONSULTING TR Sewer 1,350.30 SAFEASSURE CONSULTANTS 04/14/2025 125795 3797 601-49400437 2025 ANNUAL FEE PW SAFETY/CONSULTING TR Water 1,350.30 SAFEASSURE CONSULTANTS 04/14/2025 125795 3797 651-49910437 2025 ANNUAL FEE PW SAFETY/CONSULTING TR Storm Water 1,350.30 SAFEASSURE CONSULTANTS 04/14/2025 125795 3797 101-43000437 2025 ANNUAL FEE PW SAFETY/CONSULTING TR Public Works Department 1,350.30 Total 125795: 5,401.20 SAFEBUILT LLC LOCKBOX 8813 04/14/2025 125796 1582347 101-42400-310 BUILDING INSPECTION SERVICES Building & Zoning 16.25 Total 125796: 16.25 SCHULTZ, SUSAN 04/14/2025 125797 04.2025 S. S 101-42110-226 UNIFORM/SCHULTZ Police Department 169.78 Total 125797: 169.78 SHERWIN WILLIAMS 04/14/2025 125798 2259-6 101-41900-223 PAINT SUPPLIES Central Services 39.36 Total 125798: 39.36 SUMMIT FIRE PROTECTION 04/14/2025 125799 3158982 701-49800-215 FIRE EXTINGUISHERS FOR VEHICLES Fleet Services 251.00 23 City of Orono Check Register - COUNCIL REPORT Page: 18 Check Issue Dates: 3/21/2025 - 4/14/2025 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 125799 TERMINAL SUPPLY CO 04/14/2025 TERMINAL SUPPLY CO 04/14/2025 Total 125800: THOMSON REUTERS - WEST 04/14/2025 Total 125801: UNIFIRST CORPORATION 04/14/2025 UNIFIRST CORPORATION 04/14/2025 UNIFIRST CORPORATION 04/14/2025 UNIFIRST CORPORATION 04/14/2025 UNIFIRST CORPORATION 04/14/2025 UNIFIRST CORPORATION 04/14/2025 UNIFIRST CORPORATION 04/14/2025 UNIFIRST CORPORATION 04/14/2025 UNIFIRST CORPORATION 04/14/2025 UNIFIRST CORPORATION 04/14/2025 UNIFIRST CORPORATION 04/14/2025 UNIFIRST CORPORATION 04/14/2025 Total 125802: US Bank Equipment Finance 04/14/2025 Total 125803: WM CORPORATE SERVICES IN 04/14/2025 WM CORPORATE SERVICES IN 04/14/2025 Total 125804 XCEL ENERGY 04/14/2025 XCEL ENERGY 04/14/2025 XCEL ENERGY 04/14/2025 XCEL ENERGY 04/14/2025 125800 19365-00 701-49800-215 HYDRAULIC HOSE FITTINGS Fleet Services 77.71 125800 19809-00 701-49800-215 HYDRAULIC FITTINGS Fleet Services 205.91 283.62 125801 851706930 101-42110-311 DATA PROCESSING/THOMSON REUTERS Police Department 318.14 318.14 125802 1410133769 613-49830404 GOLF COURSE RAGS AND MATS Golf Course 13.64 125802 1410133772 101-45200-226 UNIFORMS -PARKS Parks 16.30 125802 1410133772 101-41900-226 UNIFORMS -FACILITY Central Services 6.44 125802 1410133772 613-49830-226 UNIFORMS -GOLF COURSE Golf Course 16.30 125802 1410133772 101-43000-226 UNIFORMS - STORMWATER Public Works Department 57.65 125802 1410133772 101-43000-226 UNIFORMS -STREETS Public Works Department 57.65 125802 1410133772 601-49400-226 UNIFORMS PW-WATER DEPT Water 24.94 125802 1410133772 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 24.94 125802 1410133772 701-49800-226 UNIFORMS - FLEET Fleet Services 40.33 125802 1410133772 101-41900-223 MOPS/CLEANING TOWELS Central Services 30.52 125802 1410133772 701-49800-221 SHOP TOWELS - PW Fleet Services 3.91 125802 1410133772 101-43000404 RUGS-PW Public Works Department 28.73 321.35 125803 552477150 710-49970-413 FLEET DEPT COPIER - 03/25/25-04/25/25 IT Services 145.69 125804 0122930-280 603-49500-444 ORGANICS MAR 2025 125804 0122930-280 603-49500-316 RECYCLING APR 2025 125805 921978536 613-49830-381 125805 921978536 101-42260-381 125805 921978536 602-49450-381 125805 921978536 601-49400-381 ELECTRIC SERVICE 3/3/254/01/25 ELECTRIC SERVICE 3/3/254/01/25 ELECTRIC SERVICE 3/3/254/01/25 ELECTRIC SERVICE 3/3/254/01/25 Recycling 194.10 Recycling 20,268.76 20,462.86 Golf Course 522.86 Fire Protection Services 2,013.65 Sewer 8,114.85 Water 18,117.97 24 City of Orono Check Register - COUNCIL REPORT Page: 19 Check Issue Dates: 3/21/2025 - 4/14/2025 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount XCEL ENERGY 04/14/2025 125805 921978536 101-45200-381 ELECTRIC SERVICE 3/3/254/01/25 Parks 117.35 XCEL ENERGY 04/14/2025 125805 921978536 101-43000-386 ELECTRIC SERVICE 3/3/254/01/25 Public Works Department 4,893.44 XCEL ENERGY 04/14/2025 125805 921978536 101-42110-381 ELECTRIC SERVICE 3/3/254/01/25 Police Department 82.92 XCEL ENERGY 04/14/2025 125805 921978536 101-42110-381 ELECTRIC SERVICE 3/3/254/01/25 Police Department 4,334.17 XCEL ENERGY 04/14/2025 125805 921978536 101-41900-381 ELECTRIC SERVICE 3/3/25-4/01/25 Central Services 4,334.17 XCEL ENERGY 04/14/2025 125805 921978536 101-43000-381 ELECTRIC SERVICE 3/3/25-4/01/25 Public Works Department 589.38 Total 125805: 43.120.76 STREET FLEET EXPEDITED LL 03/24/2025 20130644 272397 701-49800-222 PD PARTS/ FIRE TRUCK PARTS DELIVERY Total 20130644: AMAZON CAPITAL SERVICE 04/03/2025 20130645 1CLN-YVCL- 602-49450-226 AMAZON CAPITAL SERVICE 04/03/2025 20130645 1CLN-YVCL- 602-49450-227 AMAZON CAPITAL SERVICE 04/03/2025 20130645 1JGM-X1XY- 101-41900-201 AMAZON CAPITAL SERVICE 04/03/2025 20130645 1MF3-QYK1- 710-49970-221 AMAZON CAPITAL SERVICE 04/03/2025 20130645 1P6H-LC33- 101-41900-201 AMAZON CAPITAL SERVICE 04/03/2025 20130645 1TCX-WYM3 101-42260-223 AMAZON CAPITAL SERVICE 04/03/2025 20130645 1 WV9-4L3C- 710-49970-221 AMAZON CAPITAL SERVICE 04/03/2025 20130645 1XRR-7QFC- 701-49800-222 AMAZON CAPITAL SERVICE 04/03/2025 20130645 1XVC-9JFF- 101-43000-226 AMAZON CAPITAL SERVICE 04/03/2025 20130645 1XVC-9JFF- 101-43000-224 AMAZON CAPITAL SERVICE 04/03/2025 20130645 1XVC-9JFF- 101-43000489 AMAZON CAPITAL SERVICE 04/03/2025 20130645 1XVC-9JFF- 101-41900-201 AMAZON CAPITAL SERVICE 04/03/2025 20130645 1XVC-9JFF- 101-41900-201 Total 20130645: MEDSURETY LLC 04/03/2025 20130646 2.14.25-3.23. 101-21719 Total 20130646 GLOVES FOR WORK USB CABLE TO DOWNLOAD VIDEOS OFF IPAD, PAPER SHREDDER LAPTOP POWER ADAPTER PRINTING CALCULATOR RETURN OF FLOOR CLEANER MONITORS - COMMUNICATIONS SPECIALIST D RINGS HANGER REFUND SHIRTS PPE JOE AND HUNTER PHONE SUPPLIES DISCOUNTS COMMAND STRIPS MARKER HOLDER FOR MELANIE MFSA 2.14.25-3.23.25 FUNDS PSN: PAYMENT SERVICE INVOI 04/03/2025 20130647 308726 101-41900-312 MISC PSN FEES 03.25 PSN: PAYMENT SERVICE INVOI 04/03/2025 20130647 309222 602-49450-312 SEWER FUND PSN FEES 03.25 PSN: PAYMENT SERVICE INVOI 04/03/2025 20130647 309222 651-49910-312 STORMWATER PSN FEES 03.25 PSN: PAYMENT SERVICE INVOI 04/03/2025 20130647 309222 601-49400-312 WATER FUND PSN FEES 03.25 PSN: PAYMENT SERVICE INVOI 04/03/2025 20130647 309445 101-41900-312 BUILDING PERMIT PSN FEES 03.25 Fleet Services Sewer Sewer Central Services IT Services Central Services Fire Protection Services IT Services Fleet Services Public Works Department Public Works Department Public Works Department Central Services Central Services Central Services Sewer Storm Water Water Central Services 196.01 34.90 15.27 266.75 28.99 59.98 31.99- 737.08 15.99- 69.01 36.98 3.60- 9.71 19.99 1,227.08 22.19 22.19 3.85 257.18 257.18 257.19 10.45 25 City of Orono Check Register - COUNCIL REPORT Page: 20 Check Issue Dates: 3/21/2025 - 4/14/2025 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount Total 20130647: SQUARE SERVICES 04/03/2025 20130648 04.2025 613-49830-312 GC SQUARE FEE 04/01/25-05/01/25 Total 20130648: STREET FLEET EXPEDITED LL 04/03/2025 20130649 573522 701-49800-222 STREET FLEET EXPEDITED LL 04/03/2025 20130649 574078 701-49800-221 STREET FLEET EXPEDITED LL 04/03/2025 20130649 574078 405-48500-550 Total 20130649: UNITED STATES POSTAL SERVI 04/03/2025 20130650 03.2025 UB 602-49450-322 UNITED STATES POSTAL SERVI 04/03/2025 20130650 03.2025 UB 651-49910-322 UNITED STATES POSTAL SERVI 04/03/2025 20130650 03.2025 UB 601-49400-322 Total 20130650: WEX BANK 04/03/2025 20130651 103646492 701-49800-212 Total 20130651 AMAZON CAPITAL SERVICE 04/14/2025 20130652 1 MX4-LJ46-F 701-49800-215 AMAZON CAPITAL SERVICE 04/14/2025 20130652 1 MX4-LJ46-F 101-43000-222 AMAZON CAPITAL SERVICE 04/14/2025 20130652 1 MX4-LJ46-F 405-48500-550 AMAZON CAPITAL SERVICE 04/14/2025 20130652 1 MX4-LJ46-F 701-49800-222 AMAZON CAPITAL SERVICE 04/14/2025 20130652 1 MX4-LJ46-F 701-49800-240 AMAZON CAPITAL SERVICE 04/14/2025 20130652 1 MX4-LJ46-F 701-49800-222 Total 20130652 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42110-439 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42110-439 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42110-240 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42110-322 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42110-240 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42110-240 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 701-49800-222 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 701-49800-319 PARTS SHIPPING FOR E-1 460 PARTS DELIVERY 460 UPFITTING HARDWARE 03.2025 UB POSTAGE 03.2025 UB POSTAGE 03.2025 UB POSTAGE NON OXY GAS Golf Course Fleet Services Fleet Services Imp Eqpt Outlay Sewer Storm Water Water Fleet Services SHOP SUPPLIES Fleet Services STREETS VEHICLES FLOOR MATS Public Works Department CAPITAL PURCHASE TRUCK BUILD 406 Imp Eqpt Outlay VEHICLE PARTS Fleet Services MECHANICS TOOLS Fleet Services PD MAZDA VEHICLE SEAT BELTS EXTENSIONS Fleet Services 785.85 35.00 35.00 74.82 69.41 60.70 204.93 561.43 561.43 561.43 1,684.29 A7G AC 176.45 46.72 179.98 283.58 180.86 56.50 843.53 OFFICER RECOGNITION BANQUET Police Department 6.28 OFFICER RECOGNITION BANQUET Police Department 75.83 DRUG TESTING KITS Police Department 281.57 PROPERTY RETURN Police Department 14.14 PROPERTY ROOM TOTES Police Department 96.42 PROPERTY ROOM TOTES RETURN Police Department 21.88- PD 259 PARTS Fleet Services 59.81 UPS OIL SAMPLE FOR VEHICLE Fleet Services 15.37 26 City of Orono Check Register - COUNCIL REPORT Check Issue Dates: 3/21/2025 - 4/14/2025 Page: 21 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 701-49800441 DVS WAYZATA PUBLIC WORKS TRUCK Fleet Services 23.49 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-19999 MISC. CHARGE PENDING REFUND 10.22 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-45200437 CDL TRAINING MITCH Parks 4,026.25 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42110-433 PELOTON Police Department 47.76 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42110-439 POLICE COMMISSION MEETING Police Department 29.26 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-41110-439 CITY COUNCIL MEALS 03/10/2025 REFUND Mayor & Council 165.62- CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-41110-439 CITY COUNCIL MEALS 02/24/2025 Mayor & Council 5.49 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-41110-439 CITY COUNCIL MEALS 02/24/2025 Mayor & Council 163.72 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-19999 CHARGE PENDING REFUND 65.12 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-41110-439 CITY COUNCIL MEALS 03/10/2025 Mayor & Council 165.62 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-43000437 CDL TRAINING JOE AND MITCH Public Works Department 2,448.24 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-45200437 CDL TRAINING JOE AND MITCH Parks 2,448.25 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 710-49970-575 SQUARE REGISTER IT Services 1,322.92 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 601-49400-322 SENDING WATER SAMPLE INTO THE STATE Water 144.32 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 601-49400405 COUNTY PERMIT FOR EMERGENCY DIG AT 374 Water 350.00 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-41900-221 AED COUNCIL CHAMBERS Central Services 1,543.23 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42260437 OFFICERS CONFERENCE CA REFUND Fire Protection Services 52.68- CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42260-219 SYRINGES Fire Protection Services 379.81 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42260-219 REPLACEMENT PADS FOR AED Fire Protection Services 158.46 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42260-219 REPLACEMENT HOT PACKS Fire Protection Services 43.26 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42260-219 EPI KITS Fire Protection Services 191.90 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42260-219 EPI KITS Fire Protection Services 1,177.24 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42260437 FOOD FOR MEDICAL TRAINING NIGHT Fire Protection Services 168.02 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42260437 CONFERENCE TICKET FOR FDIC TRAINING Fire Protection Services 739.00 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 613-49830-201 INK Golf Course 61.19 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 710-49970-311 ZOOM SUBSCRIPTION IT Services 15.99 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-41900-319 BACKGROUND CHECK - COTTER Central Services 153.85 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-42260-319 BACKGROUND CHECK - FIRE Fire Protection Services 84.80 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-41900489 SAM.GOV RENEWAL Central Services 599.00 CARDMEMBER SERVICE 04/14/2025 20130653 03.2025 CAR 101-19999 SAM.GOV RENEWAL -TO BE REFUNDED 2,396.00 Total 20130653: 19,271.65 HOME DEPOT CREDIT SERVIC 04/14/2025 20130654 1731726 101-42110-240 GARAGE SUPPLIES Police Department 12.98 HOME DEPOT CREDIT SERVIC 04/14/2025 20130654 1900040 101-41900-221 FACILITIES SUPPLIES -TOOL HOLDER, HOOKS, Central Services 59.38 HOME DEPOT CREDIT SERVIC 04/14/2025 20130654 1935933 101-42110-240 GARAGE SUPPLIES Police Department 23.08 HOME DEPOT CREDIT SERVIC 04/14/2025 20130654 5624266 602-49450-222 STORAGE BINS FOR TRUCK 701 Sewer 58.45 HOME DEPOT CREDIT SERVIC 04/14/2025 20130654 6012854 613-49830-223 BUILDING REPAIR SUPPLIES CLUBHOUSE Golf Course 43.37 HOME DEPOT CREDIT SERVIC 04/14/2025 20130654 65114548 101-41900-223 FACILITY SUPPLIES - ICE SCRAPER, WINDOW F Central Services 88.42 HOME DEPOT CREDIT SERVIC 04/14/2025 20130654 8190950 101-41900-223 FACILITY SUPPLIES Central Services 23.54- 27 City of Orono Check Register - COUNCIL REPORT Page: 22 Check Issue Dates: 3/21/2025 - 4/14/2025 Apr 10, 2025 09:40AM Check Check Invoice Invoice GLAccount Description Department Invoice Payee Issue Date Number Number Amount HOME DEPOT CREDIT SERVIC 04/14/2025 20130654 8310187 613-49830-223 BUILDING REPAIR SUPPLIES CLUBHOUSE Golf Course 206.19 HOME DEPOT CREDIT SERVIC 04/14/2025 20130654 9012387 101-45200-223 PARK SUPPLIES Parks 284.88 HOME DEPOT CREDIT SERVIC 04/14/2025 20130654 9013960 101-41900-223 BUILDING REPAIR SUPPLIES Central Services 23.54 HOME DEPOT CREDIT SERVIC 04/14/2025 20130654 9600073 101-42110-240 GARAGE SUPPLIES Police Department 24.98 Total 20130654: 801.73 MEDSURETY LLC 04/14/2025 20130655 40052 101-41900-319 APRIL 2025 FEES Central Services 217.00 Total 20130655: 217.00 MN DEPT OF REVENUE -WIRE 04/14/2025 20130656 03.2025 Sale 101-34210 GENERAL TAXABLE SALES 2.00 MN DEPT OF REVENUE -WIRE 04/14/2025 20130656 03.2025 Sale 601-39610 WATER METER SALES 46.00 MN DEPT OF REVENUE -WIRE 04/14/2025 20130656 03.2025 Sale 601-20806 WATER TAXABLE SALES 764.00 MN DEPT OF REVENUE -WIRE 04/14/2025 20130656 03.2025 Sale 613-37910 GREEN FEES 278.00 MN DEPT OF REVENUE -WIRE 04/14/2025 20130656 03.2025 Sale 613-37960 GOLF BALLS 2.00 Total 20130656: 1,092.00 STREET FLEET EXPEDITED LL 04/14/2025 20130657 576483 701-49800-222 VEHICLE PARTS DELIVERY Fleet Services 124.64 STREET FLEET EXPEDITED LL 04/14/2025 20130657 576483 701-49800-215 SHOP SUPPLIES DELIVERY Fleet Services 61.35 Total 20130657: 185.99 Grand Totals: 558.028.37 28 AGENDA ITEM Date: April 14, 2025 Title: Amend Annual Appointments to add Commission Ex Officios Presenter: Adam Edwards, City Administrator / Engineer Section: Consent Agenda Item: 3 Purpose: The purpose of this action is to assign Council Members to attend Planning and Park Commission Meetings 2. Background: At the March 24th council meeting the council indicated to staff that in lieu of appointing individual council members as ex officio representatives to the Parks and Planning Commissions that they would prefer to have a roster that rotated which council member would attend which commission meeting. 3. Process: Below are the rosters for which council member will attend which commission meeting. If a council member cannot attend their assigned meeting they will coordinate directly with another member to cover their assigned meeting. a. Roster for Park Commission Meetings Meeting Date Council Member May 6th Clair Berrett June 3rd (Work Alisa Benson Session) August 5th Steve Persian October 7th (Work Jacquelin Ricks Session) November 4th Bob Tunheim b. Roster for Planning Commission Meetings Meeting Date Council Member April 21 st Bob Tunheim May 19th Jacqueline Ricks June 16th Steve Persian July 21 st Alisa Benson August 18th New Council Member September 15th Bob Tunheim October 20th Jacquelin Ricks November 17th Steve Persian 4. Staff Recommendation: I recommend adoption of the rosters 29 COUNCIL ACTION REQUESTED Adopt rosters to council member attendance at Park and Planning Commission meetings. Exhibits A. Resolution 7576 Amend Annual Appointments DRAFT 30 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7576 / 6 AMENDING RESOLUTION 7574 APPOINTING CITY OFFICIALS AND DUTIES RESOLVED, by the City Council of Orono, Minnesota that the appointments and designations for the year 2025 are amended as follows: Duty Authority or Reference Appointee Acting Mayor Minn. Stat. 412.121 Alisa Benson Association of Metropolitan https:llwww.metrocitiesmn.orglab Bob Tunheim Municipalities Legislative Contact out -us Association of Metropolitan https:llwww.metrocitiesmn.orglab Adam Edwards Municipalities Representative out -us Attorney- Civil Minn. Stat. 412.111 Campbell Knutson Agreement for Legal Services Soren Mattick dated 11112019 inc. amendments Attorney- Prosecuting Minn. Stat. 412.111 Campbell Knutson Agreement for Legal Services Alina Schwartz dated 1011412024 Auditor Minn. Stat 275.065 Abdo Data Compliance Official - Minn. Stat. 13.05.13 Christine Lusian Responsible Authority and Correy Farniok (Police) Designee Development Review Committee Minn. Stat. 13D.01 Laura Oakden Orono Code 78-1005-1007 Melanie Curtis Matthew Karney Emergency Preparedness Director Minn. Stat. 12.25 Correy Farniok Engineer- Consulting Minn. Stat. 412.111 Bolton & Menk Agreement for City Engineering David Martini Services dated 1112312020 Fiscal Agents Minn. Stat. 427.05; 118A.04 Ehlers & Associates Fire Code Official Resolution 7428 James Van Eyll Orono Code 5-46-32 Fire Relief Board of Trustees Minn. Stat. 13D.01, 424A.04 Bob Tunheim Orono Firefighters' Relief Adam Edwards Association Bylaws Article III, James Van Eyll Section 2 Gillespie Center Representative Minn. Stat. 412.111 Jacqueline Ricks Agreement for Services date Novmeber.12, 2024 Hennepin County Emergency Minn. Stat. 12.25 Correy Farniok Communications Organization hennepin.us/en/residents/emergen cies/emer enc -mana ement Housing and Redevelopment Minn. Stat. 469.003, 13D.01 Bob Tunheim, Chair Authority Alisa Benson Claire Berrett Steve Persian Jacqueline Ricks Maggie Jin, Secretary Insurance Agent of Record Minn. Stat. 60K.30 Corporate Four Ronald Youngdahl 31 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. l 5 / 6 Duty Authority or Reference Appointee Lake Minnetonka Conservation Minn. Stat. 103B. 611 & 13D.01 Richard Anderson Term Expires 113112026 District (LMCD) LOGIS Board of Directors Minn. Stat. 13D.01 Coney Farniok Maggie Jin (alternate) Long Lake Fire Advisory Board Minn. Stat. 424A.04-014, 13D.01 Bob Tunheim Agreement for Fire Protection Steve Persian dated 1011 S/2002 Adam Edwards James Van Eyll Mayor's Association https://www.lmc.or�p- Bob Tunheim content/uploads/documents/Minn esota-Mayors-Handbook. pdf Official Newspaper Minn. Stat. 412.831 The Laker & Pioneer Official Depositories/Investment Minn. Stat. 118A.02 & 427.01-02 Bank Hapoalim BM - NY Vendors Office of the State Auditor Bank United - Miami, FL Bankwest Inc - Pierre, SD BMO Harris Bank - Chicago, IL Bridgewater Bank— Navarre, MN Capital One Bank - Mclean, VA Comenity Bank - DE Customers Bank - PA Fannie Mae Federal Home Loan Bank Federated Hermes FNB Oxford Bank - MS Generation Bank - Hampton, Arkansas JP Morgan Chase Bank NA -Columbus, OH League of MN Cities - 4M Fund Manufacturers &Traders Bank -Buffalo, NY Medallion Bank - Utah Merrick Bank - South Jordan, UT Morgan Stanley Bank -South Jordan, UT Morgan Stanley Private Bank Nicolet National Bank - Green Bay, WI Northwest Bank - Boise, Idaho Optum Bank Inc - Salt Lake City, UT Popular Bank - NY Sallie Mae Bank - Salt Lake City, UT Sofi Bank NA - UT Synchrony Bank - Draper, UT Texas Exchange Bank - Crowley, TX UBS Bank - Salt Lake City, UT UBS Financial Services - Wayzata Morgan Stanley Bank - NA US RBC Wealth Mgmt - MN Valley National Bank - Passaic, NJ Northwest Bank -Lake Oswego, ID WellsFargo Bank - Advisors WellsFargo Bank NA - CA Western Alliance — AZ 32 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. Z5 /6 Duty Authority or Reference Appointee Park Commission Minn. Stat 412.111 & 13D.01 Brian Roath Term Expires 31112026 Orono Ordinance 22-31 Janie Delaney Term Expires 31112028 Gordy Stofer Term Expires 31112026 Appointed by separate Mollie Reynolds Term Expires 31112028 resolution(s) Michael Huddy Term Expires 31112026 Kim Carswell Term Expires 31112028 Jacob Selseth Term Expires 31112028 Park Commission Chair Orono Ordinance 22-31 Chair: Brian Roath Vice Chair: Janie Delaney Park Commission Ex Officio Orono Ordinance 22-32 Claire Berrett - May 6; (Councilmember) Alisa Benson -June 3; Steve Persian - August 5; Jacqueline Ricks - October 7; Bob Tunheim - November 4. Planning Commission Minn. Stat 412.111, 462.354, Chris Bollis Term Expires 313112028 13D.01 Kelly Prchal Term Expires 313112028 Orono Ordinance 74-1 Jon Ressler Term Expires 313112027 Andrew Jarnot Term Expires 313112027 Appointed by separate Thomas Brandabur Term Expires 313112027 resolution(s) Sam Tift Term Expires 313112026 Shane Weltzin Term Expires 313112026 Planning Commission Chair Orono Ordinance 74-2 Chair: Chris Bollis Vice Chair: Jon Ressler Planning Commission Ex Officio Orono Code 74-20)(3) Bob Tunheim April 21; (Councilmember) Jacqueline Ricks May 19; Steve Persian June 16; Alisa Benson July 21; New Councilmember August 18; Bob Tunheim September 15; Jacqueline Ricks October 20; Steve Persian November 17. Appeals and Adjustments Board Minn. Stat. 462.354 Subd. 2 Planning Commission City Code 78-96 Police Advisory Commission Minn. Stat. 412.111 & 13D.01 Jaqueline Ricks Alisa Benson Contracts for law enforcement Adam Edwards with Spring Park of 712412017, Correy Farniok Mound of 911012012, Minnetonka Beach of 812312010 Suburban Rate Authority Minn. Stat. 471.59 DJ Goman hgps: //www. kennedy- graven.com/"ractice- areas/public-utility/ Weed Inspector (Mayor) Minn. Stat.18.80 Bob Tunheim Weed Inspector (Assistant) Minn. Stat.18.80 Joe Ruthenberg 33 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7576 Adopted by the City Council of Orono, Minnesota, at its meeting held April 14, 2025. ATTEST Christine Lusian, City Clerk CITY OF ORONO Bob Tunheim, Mayor 34 AGENDA ITEM Date: April 14, 2025 Title: Cannabis Registration - Resolution 7575 Presenter: Christine Lusian, City Clerk Section: Consent Agenda Purpose: Delegate cannabis sales registration to Hennepin County Item: 4 2. Background: The state's Office of Cannabis Management is responsible for licensing cannabis and hemp businesses. Local units of governments (cities and counties) in Minnesota have various means of oversight over the cannabis market, as provided by the adult -use cannabis law. Data collection, research, collaboration and input from cities and community partners has gone into the process and the development of a proposed ordinance by Hennepin County Public Health in collaboration with County Administration and the County Attorney's Office. Cities and counties must 1) establish a registration application and review process, including specific bases for denial of registration; 2) certify that a proposed business complies with local zoning and land use laws; and 3) conduct annual compliance checks of every cannabis and hemp business for age -verification and compliance. Cities and counties may 1) establish time, place and manner restrictions on businesses (e.g., hours of operation); 2) limit the number of licensed cannabis retails to no fewer than one registration per every 12,500 residents; 3) prohibit the operation of cannabis businesses within 1,000 feet of a school or 500 feet of a daycare, residential treatment facility, or attraction within a public park that is regularly used by minors; 4) cities within Hennepin County may defer their authority for registration to Hennepin County at any time (Minn. Stat. § 342.22, subd. 1). Orono adopted Ordinance 306 in October 2024 regulating cannabis business locations within the city limits. Hennepin County is set up to process cannabis registrations and conduct compliance inspections. With the adoption of the proposed resolution, a cannabis retailer would be licensed by the state and registered with the county. 3. Staff Recommendation: Delegate registration of cannabis sales businesses to Hennepin County. COUNCIL ACTION REQUESTED Approve resolution 7575 delegating cannabis sales registration to Hennepin County. Exhibits A. Resolution 7575 Cannabis to County 35 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7575 A RESOLUTION DELEGATING AUTHORITY TO COUNTY FOR CANNABIS SALES BUSINESS WHEREAS, the city of Orono is authorized by Minn. Stat. 342.13 to adopt reasonable restrictions of the sales of cannabis product to the public for use or consumption; and WHEREAS, the state Office of Cannabis Management (OCM) is responsible for licensing cannabis and hemp businesses; and WHEREAS, Orono's key role in the cannabis sales business industry is registration of cannabis sales business and certification of zoning compliance; and WHEREAS, cannabis sales businesses subject to registration include micro and mezzo businesses with retail operations endorsement, retailers, medical retailers, medical combination businesses, and lower -potency hemp edible retailers; and WHEREAS, compliance checks of registered cannabis sales businesses are required to be conducted by the local unit of government (city or county); and WHEREAS, Hennepin County partnered with cities in development of a Cannabis and Lower - Potency Hemp Edibles (LPHE) Retailers Ordinance; and RESOLVED, that Orono delegates authority to Hennepin County for registration of and conducting compliance checks for cannabis sales businesses. FURTHER, that Orono retains authority by Minn. Stat. 342.13(f) to certify compliance with local zoning ordinances, state fire code, and building code for cannabis sales businesses. FINALLY, that Orono and Hennepin County will exchange the information necessary for registration and compliance of cannabis sales businesses. Adopted by the City Council of Orono, Minnesota at a regular meeting held on April 14, 2025. ATTEST CITY OF ORONO Christine Lusian, City Clerk Bob Tunheim, Mayor 36 AGENDA ITEM Date: April 14, 2025 Title: Hire Seasonal Employees Presenter: Joe Ruthenberg, Superintendent - Parks, Facilities Section: Consent Agenda Purpose: The purpose of this agenda item is to gain approval of hiring summer seasonal employees. Item: 5 2. Background: The city hires seasonal employees to accomplish a variety of tasks. The hourly pay is proposed to be $14.50-$17.50 for the Golf Course Clubhouse Attendants and Brush Site Attendants; $14.50- $18.50 for Parks/Golf Course Maintenance Employees and Public Works Maintenance Workers. Seasonal employees fall under the 6-month PERA Classification and are therefore excluded from PERA membership. 3. Seasonal Employee Appointments and Candidates: Seasonal Employee Appointment and Candidates Name Position Wage (Per Hour) Remarks Wendy Middendorf Clubhouse Attendant $16.00 Returnee Nolan Carlson Parks & Golf Maintenance $18.00 Returnee Steve Hendrickson Clubhouse Attendant $15.50 Returnee Barry Blievernicht Clubhouse Attendant $16.50 Returnee Alex Collins Parks & Golf Maintenance $15.50 Returnee Roger Adams Parks & Golf Maintenance $15.00 Returnee Todd Waller Parks & Golf Maintenance $14.50 New Hire COUNCIL ACTION REQUESTED Motion to approve hiring the seasonal employees listed in the table above. 37 AGENDA ITEM Date: April 14, 2025 Title: Hire Public Works Maintenance Worker Presenter: DJ Goman, Public Works Superintendent Section: Consent Agenda Purpose: The purpose of the action item is to gain authorization to fill a vacancy in the Public Works Department and to appoint Hunter Stein as a full-time Public Works Maintenance Worker. Item: 6 2. Background: The Public Works Department currently has five full-time Maintenance Workers with an open position. The maintenance worker position is critical to meet current service needs and 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 included a background and reference checks. 4. Recommended Candidate: Hunter Stein has prior experience in construction and landscaping industries. Hunter is excited about the opportunity to work for the City of Orono Public Works Department. Recommended Compensation: I recommend the hiring of Hunter Stein as a full-time Public Works Maintenance Worker with an effective start date of April 16, 2025. • Salary. Starting rate of $30.15/hour (Grade 7/Start Step of the IUOE Local 49 Agreement pay scale). • Benefits. Vacation will accrue at a rate of 10 days per year and follow IUOE Local 49 Union agreement. Vacation and sick leave will begin on the start date. Hunter will be eligible to participate in the City's benefit package starting the first day of the month following 30 days of employment. As a full-time employee, Hunter is eligible for benefits as outlined in the IUOE Local 49 Agreement and personnel handbook. This includes enrollment in the Public Employees Retirement Association (PERA). COUNCIL ACTION REQUESTED Motion to approve the hiring of Hunter Stein as a full-time Public Works Maintenance Worker at the rate of $30.15 per hour with a start date of April 16, 2025. 38 AGENDA ITEM 1 Date: April 14, 2025 Title: Disposal of Bicycles Presenter: Correy Farniok, Police Chief Section: Consent Agenda Purpose: Item: 7 The Orono Police Department has 13 bicycles that have been turned in to the department. The bikes were found or abandoned within the city. The following bicycles have not been claimed. All of the bicycles and have been in the department's possession for more than 60 days. The police department considers the bicycles as abandoned property and would like to dispose of them by donating to Free Bikes for Kids or similar program for repair and distribution back to children and young adults. The bicycles that cannot be fixed/used will be destroyed by Orono Public Works. Make Model Bicycle Corporation of America SC29 Schwinn Sanctuary Schwinn Frontier Roadmaster Ultra Terrain Raleigh Rowdy Coeweske N/A Magma Great Divide Huffy Catalina Giant XTC JR Bicycle Corporation of America Crossfire Magma Great Divide Next Gauntlet Schwinn Excursion 2. Staff Recommendation: Description Case # Dark gray with red front fork 23010212 Silver/Red 24006708 Black with red water bottle holder 23008473 Purple/pink 24010901 Blue with black front fork 24000335 Pink 24008551 Gray with purple front fork 24002328 Dark Green 24001409 Gray with orange writing 24008551 Blue 24005154 Pink 23008855 Red with black front fork 24001400 Bronze 23011508 Recommend a motion to approve the donation of bicycles to Free Bikes for Kids or similar program to be repaired and distributed to children and young adults and those that cannot be repaired will be destroyed by Orono Public Works. COUNCIL ACTION REQUESTED Motion to approve the donation of donation of bicycles to Free Bikes for Kids or similar program to be repaired and distributed to children and young adults and those that cannot be repaired will be destroyed by Orono Public Works. 39 AGENDA ITEM Date: April 14, 2025 Title: Security Camera Upgrade Presenter: Correy Farniok, Police Chief Section: Consent Agenda Item: 8 Purpose: The purpose of this action item is to enhance safety, to improve monitoring capabilities through the installation and upgrade of exterior security cameras on city property. 2. Background: The current camera system is more than 12 years old and some on the camera are needed to be replaced/upgraded. We have also identified areas that have insufficient coverage. The system improvements include the replacement of 8 existing cameras, the installation of 2 additional cameras and upgraded hardware/software to run the security system. 3. Cost: The estimated cost of the project is $9,963.00, which includes the cost of the cameras, operating system, installation and labor. Further add-ons, updates to the project and/or labor are not to exceed the total budgeted CIP cost of $50,000, of which $30,600 was previously approved at the February 10, 2025 meeting. 4. Funding: This project was identified and approved in the 2025 Capital Improvement Plan. The funding sources for this project will be from the Police Forfeitures (Treasury Funds). Staff Recommendation: It is recommended that the council approve the proposed security camera upgrade project and allocate the necessary funds from the police forfeiture account. COUNCIL ACTION REQUESTED The Council to approve the proposed security camera upgrade project and allocate the necessary funds from the police forfeiture account. Exhibits A. Security & Sound cost estimate for camera system 40 EcaRiry o rvo co. 721 Industrial B1vd,Suite C2 Watertown, MN 55388 Name / Address CITY OF ORONO 2750 KELLEY PARKWAY ORONO, MN 55356 *email - invoices@oronomn.gov Estimate Date Estimate # 1/9/2025 14017 Rep Project Description Qty Cost Total New police department IP camera system: POINT TO POINT WIRELESS AIRMAX SYSTEM SENDS YOUR CAMERA NETWORK OUT TO MAIN PARKING LOT LIGHT POLES: MEMOSA INTERNET TRANSMITTER [ MOUNTED ON OUTSIDE OF CITY OFFICE x 2 ] MEMOSA INTERNET AIRMAX RECEIVER [ MOUNTED ON THE TWO LIGHT POLES x2] POE INJECTOR SUPPLY x 2 SYSTEM SHIELDED WIRE, J-BOXES AND STRAPPING PACKAGE UBIQUITY NETWORK SWITCH x 2 TOTAL EQUIPMENT COST FOR WIRELESS POINT TO POINT 1 570.00 570.00 SYSTEM FOR PARKING LOT CAMERAS INSTALLATION LABOR TO INSTALL WIRELESS POINT TO 1 560.00 560.00 POINT SYSTEM IP CAMERA ESTIMATE Subtotal Sales Tax (0.0%) THIS ESTIMATE DOES NOT INCLUDE SALES TAX Total Phone # Fax # E-mail Web Site (952) 955-5075 mail@securityandsoundco.com www.securityandsoundco.com Page 1 41 EcaRiry o rvo co. 721 Industrial B1vd,Suite C2 Watertown, MN 55388 Name / Address CITY OF ORONO 2750 KELLEY PARKWAY ORONO, MN 55356 *email - invoices@oronomn.gov Estimate Date Estimate # 1/9/2025 14017 Rep Project Description Qty Cost Total NOTE- We will need your electrician to install electrical outlets on the two light poles inside our weatherproof boxes. --- CAMERA EQUIPMENT: 16-CHANNEL Embedded 4K NVR RECORDER - can be 1 1,490.00 1,490.00 connected with 320M incoming bandwidth, Support HDD hot swap with RAID0,1,5,6,10 storage scheme configurable, Up to 12 Megapixels resolution recording, Support 2-ch HDMI, 2-ch VGA, 14MDI1 at up to 4K(3840x2160) resolution, Up to 8 SATA interfaces, Support H.265/H.264/MPEG4 video formats. Designed with 8 TB harddrive and remote viewing. INDOOR MINI 2 MEGAPIXELS LOW PROFILE CAMERA FOR 1 270.00 270.00 VESTIBULE 8-MEGAPIXEL OUTDOOR CAMERA WITH TRUE COLOR AT 8 375.00 3,000.00 NIGHT AND A 2.8-12MM LENS: - OUTSIDE OF TRAINING ROOM -REPLACE SIX EXISTING CAMERAS CAMERA BACK BOXES 8 39.00 312.00 IP CAMERA ESTIMATE Subtotal Sales Tax (0.0%) THIS ESTIMATE DOES NOT INCLUDE SALES TAX Total Phone # Fax # E-mail Web Site (952) 955-5075 mail@securityandsoundco.com www.securityandsoundco.com Page 2 42 EcaRiry o rvo co. 721 Industrial B1vd,Suite C2 Watertown, MN 55388 Name / Address CITY OF ORONO 2750 KELLEY PARKWAY ORONO, MN 55356 *email - invoices@oronomn.gov Estimate Date Estimate # 1/9/2025 14017 Rep Project Description Qty Cost Total OUTDOOR 12 MEGAPIXELS 180 DEGREE CAMERAS TO 2 590.00 1,180.00 COVER ENTIRE LOT MOUNTED ON LIGHT POLES: - MAIN PARKING LOT x2 POLE MOUNTS FOR 180 CAMERAS 2 88.00 176.00 - SURVEILLANCE SYSTEM CONDUIT AND WIRE PACKAGE 1 255.00 255.00 CAMERA SYSTEM INSTALLATION LABOR, PROGRAMING, 1 2,150.00 2,150.00 TESTING AND TRAINING IP CAMERA ESTIMATE Subtotal $9,963.00 Sales Tax (0.0%) $0.00 THIS ESTIMATE DOES NOT INCLUDE SALES TAX Total $9,963.00 Phone # Fax # E-mail Web Site (952) 955-5075 mail@securityandsoundco.com www.securityandsoundco.com Page 3 43 AGENDA ITEM Date: April 14, 2025 Title: RPS25-000025, 3545 Ivy Place, Encroachment Agreement Presenter: Melanie Curtis, Planner Section: Consent Agenda Purpose: This item contemplates authorization for an Encroachment Agreement addressing private improvements to be placed over City utilities within the subject property. Item: 9 2. Background: On March 10, the Council approved an average lakeshore setback variance (#LA25-000004) to support construction of a new home on the subject property. As noted in the variance analysis, the property is encumbered significantly by City sewer infrastructure; reference the survey attached as Exhibit B. 3. Staff Recommendation: Staff recommends the Council approve the Encroachment Agreement, permitting driveway and retaining wall improvements in the easement area. A sample agreement is attached as Exhibit A. The final agreement document for this property will be included in the Mayor's signature packet. COUNCIL ACTION REQUESTED Make a motion to authorize the Mayor and City Administrator to sign the Encroachment Agreement. Exhibits A. Sample Encroachment Agreement B. Survey with Easement Area 44 ENCROACHMENT AGREEMENT made this CITY OF ORONO, a Minnesota married 1. the City of Orono, County o as Exhibit "A". 2024, by and between the and of certain real property located in legally described as follows: ("Subject Property"). for drainage and utility purposes over portions of the Subject Areas"). Septic tanks were previously constructed and installed on the id the Owners desire to keep the septic tanks located on the Subject Daches on the City's Easement Areas as depicted on the sketch attached hereto 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroaclrnent in its Easement Areas on the Subject Property for the septic tanks subject to the 45 230717v1 conditions set forth in this Agreement. Further conditions of encroachment approval are as follows: • The City shall have no responsibility to maintain or repair the septic tanks the Easement Areas. • The Owners, their heirs, successors and assigns, are fully responsibl and all damage caused to the septic tanks within the Easement Ar • Owners will be responsible for repair, replacement and maintenance Further, Owners agree that the septic tanks was constructed consistent with federal, state and local laws and regulations. HOLD HARMLESS AND IND encroach in the Easement Areas, the Owners, for to indemnify and hold the City harmless from the septic tanks located in the into the Easement Areas. terminate this agreement then owner of hereby agree ty, including or in part by the encroachment The City may, at its sole discretion, occupy the Easement Areas by giving the written notice. The owner of the Subject tanks if it is deemed necessary by the City in order Areas. If the owner fails to do so, the City may remove the cost of removal back to the owner for reimbursement. No notice under in the event of an emergency condition determined solely by the nt may then be terminated immediately. RDING. This Agreement shall run with the land and shall be recorded against the�o the Subject Property. [Remainder ofpage intentionally left blank. Signature pages follow.] 230717v1 46 CITY OF ORONO By (SEAL) Dennis Walsh, Mayor And , 2024, by Mayor and City Administrator of t of the corporation and pursuant to Adam T. Edwards, City is day of irds, respectively the corporation, on behalf 230717v1 47 PROPERTY OWNERS: , married to each other. .-II Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 SMM/mkl 230717v1 48 CERTIFICATE OF SURVEY --for-- NORTON HOMES --of-- 3545 IVY PLACE ORONO, MN 55391 EXISTING PARCEL DESCRIPTION (PER HENNEPIN COUNTY CERTIFICATE OF TITLE NO. 1364929) In the following described land situated in the County of Hennepin and State of Minnesota: Lot 1, Block 1, Casco Cove Subject to utility easement as shown on plat; Subject to drainage and utility easements as shown on plat; Subject to drainage and utility easements as contained in the dedication clause and shown on the plat of Ivy Estates; Subject to mineral and mineral rights reserved by the State of Minnesota; (Now as to part of above land) Subject to building restrictions contained in deed Doc. No. 478968 as referred to in deed Doc No. 524728, (Now as to part of above land) EASEMENT NOTES - The utility easement shown on the recorded plat of CASCO COVE (Recorded in 1988.) is the same as the Utility and Access Easement per Document No. 1630932 (Recorded in 1985). The plat does not identify the utility easement as Document No. 1630932. Utility Easements per Document Nos. T87696912 and T876942 (Recorded in 1967). were not depicted on the recorded plat of CASCO COVE. All three easements descriptions are based on the underlying Plat and Registered Land Survey and were computed accordingly. NOTES - Field survey was completed by E.G. Rud and Sons, Inc. on 5/03/24. - Bearings shown are on Hennepin County Coordinate System. - Parcel ID Number: 21-117-23-13-0016. - Curb shots are taken at the top and back of curb. - This survey was prepared without the benefit of title work. Additional easements, restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to revision upon receipt of a current title commitment or an attorney's title opinion. - The 100 Year Flood Elevation was established by the Minnehaha Creek Watershed District. - Contours within the surveyed premises are based on field shots. - Location of utilities existing on or serving the surveyed property determined by: - Observed evidence. - Markings requested by E.G. Rud & Sons, Inc. per Gopher State One Call Ticket No. 241100725. - Record drawings provided by the City of Orono's engineering department. - Excavations were not made during the process of this survey to locate underground utilities and/or structures. The location of underground utilities and/or structures may vary from locations shown hereon and additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center at (651) 454-0002 for verification of utility type and field location, prior to excavation. - There was underground sanitary sewer marking from the southerly sanitary sewer manhole towards the adjacent house. There was no line observed coming out said manhole in that direction. - See Existing Conditions Survey for existing house and other topographic features. - Builder to maintain 7.5 feet of ground coverage over existing watermain with driveway. - Variance required for proposed house location with respect to adjacent houses proximity to the OHWL of the Lake. ZONING AND SETBACKS ZONING LR1-C, ONE FAMILY LAKESHORE RESIDENTIAL - 1/2 ACRES TREE DETAIL 931.81 DENOTES ELEVATION E929.2 WATER MHSAN EWATER �1 �)ti-------- DENOTES TREE QUANTITY II 929.4~rxR'11 �9°P���- ----- DENOTES TREE SIZE IN INCHES i1�` n --- DENOTES TREE TYPE 11.:: I..... 1 E3 931.62 FNDIPI/2 � 'O '� 931RI .79 O � FNDMON / O O w A W \ aO VDflN / O Q`A"'� ' - �4' p� ' Z Z o / �,-,?,Q pti 1J O x�r O ti� � 1 11 z �•1 '� oh(O \1 ��J, PI;r_ 0 Ihp� W C " Op mA ,> ,$� 7z� VIV - _ -7 / DENOTES TREE TO BE REMOVED i /'" a . I ��O Q1 �\ 1 / M z o � P 0 O� ti ' t / 11 EWATERi11 e'' / in O� �\ `P� \�� < - I I ..: , °NI' �Q �� . I 932.5 � \\ / 1 ♦ I / /'6� r r 932.6 ° �� 1 � ' \'- ) / r, 0b i ' ? : 0'•.... /�:' 9i 932X8 n�0, �, / 11 CENTERLINE 20 FOOT WIDE ,V EW9TE1,•..• GRAVEL �� �'4 �. / c2o,,,, / _ I/ ,'^ / UTILITY EASEMENT PER /hYY EMR\\\(" I AREA TO 33.3 8�\ ' -AVERAGE LAKE / DOCUMENT NO. 876912 -- -- 4 _+ ,', ,... ,REMAIN 9. //" / �8 SHORE SETBACK LINE <`r / / + + / 9. .5 %O 933:'2 \ / ) .\ +,lO +/�+ /�'�: I "Y�,'r 933:3I 192774 \ `x/ 7/ / 92 3 :'+ 1931. 2.2 \ '' .. �� \ i _o S INV / I o•<� �. \ S I O �� 90 s� \ x 1 Rio I� A I co 931.4\ /'c�1i0?sue c9� r / / I I p� 811 ' CS�� N, O + + / \/ O } 937.94 /8.31 • i •�j 1930I9 n IO \ •••9�s'2 TC3BIT-CURB r 936.6 FNDJLM FNDIP1/2 ,, r, i /I' 1 / ',/ \ x 931.9 I / / i n I DOCK -- . I � ..+ I / y� + I � I I - + / I W \ / I d I I : � I + + . N\ • O,S,� 6.4 x 937.8 \ / I 30.6 I 0) ' \ / ^ , n ` •"I + I + + PAVERS TO 938.5 / ^) Np II :' + x931L + REMAIN -� r \ 1 \^1 rnrn o NII I+ .. +I+ \ 9 I / N N 0, I11 : + I 'f� + + + x932.3;*' .\..' �Cb . 99 \ / 6 i 10 33 I \' Pi \ 9 � V' (' \1 ,Q Q\\\ = I J 11 : I + n/+ i I E) \ + + + PM O c 9.9 -4, \ / _ ^ / w O I _ I 11q+I 4�1 + I+ + Mom;':: ,y200 . Off ;:x941:3 ..... \�ftA 1 \ llJ r' •''}.•'' ..•'' \•..••' MAPLE-10' x942.7 �:/ (:/ t +I + I + \+ ; pl"z :' �M: � : A .,� � T 947.1 n r - i O) W o : 9a3:2 - " ^ 1 1.LL! LLi Q4 ROCK • N. ... < A3.� 944.z4 / 2 Q EWATER iI : H + + + +� j+ TERFALLS TO :' :j °��R� oas�9��•'\' _sf \ o r 9 FND]LM - _ ''^^ I I I O O BE REMOVED - :' I 942.6..•'' �A C3 of " ((I V I N ;+rti +, + O i' I' . 94.3:3 k s ' ,,•' \ '� Z SURVEY LINE + +: + xa� O +/ 931. i:'' "TREE-10" Gip` 9\\--*�- `T�" r // // - � III +q +I ,+ : `+ I +�, : '.: ,'...;'';'`:''; . 5�, / \ ,_ /• ' ` I~ :'/944:0 :' /m�Sr� 5 k�J \•' TREE-1447 -I '\ //i O OW � � F- + I+ :' + o y (/c�•�L Onk 24' : 5-•. - X, O.. `fig rC1 ' \ m ti . LL w : x 3q. I • a: . OFFF. PLE-s" '.� Sr0 Q V of o, I I + �F + + �\ :'I 9Nb' s .�s a ,v r / ` Q� owe / I'll- r rV I + +I :1 + +: + ; 43.:8: 4.0 _ 947.2 \ r^ O 43 N (1) n I I ROCK �1. VIA 958.41 V J 0) V- Q O I I :+ WOOD STEPS �L: MAPLE,-10" gd3'�,8 y . MHSAN / / I J �` W I A: I :' .•` :' . WATER �� gcie r '. ,P S U' LLi II O O I • I TO REMAIN -} h�' 947.-* �$ \ C(/ St. :FALLS � sd .9 Q / ti d' W z I �' , 931 7..: :' 941.9,' ` �y /.. 4 I MA ' E_6^_ T &OS O I 1 8" R F .� '9 948.5 L ^ r O 2 Q Z Q , H J I- 929.1 I .' r' : : - .- .24:r R • 4; 1 (/� + + + :+ 7 y . �� " O Ip„ T\ TC-BIT-CURB 1 /� V / //�� � Q ,y Q �:/ (n J H Z EWATER II a: v III I \ . �.r c-_'i' /� \ i ♦ x 1 /' Q J I'- W I :O I +I 'Y + + '; + 931. ' r i�:'tiy •1 :�.1 r : i• .... �6.. �V-% V:..vJ m W m:N I I )�., ::9 `.Z'x I '\ a 946.0 BWcg45.9 pw` 9�_.�\'.� •1. / Q I b:'+I ++ + �: : :° x 4 9 F.Z /`Q 4' d Z U j j D. 91 z 1 I : 9 1• .... 945.5 O&V 4g'S 8 O C \ Q� W H p I I .. ;y,' J x930.5 + + x931•:2:' :' fib..:: .: :�'l• Ogvj2(Q� �� �{6.O 01 ./� r!i / � � p \''...... O v v: �''. -7 OW W �n� U .1� II 1 + (T: + + � + ':+ .' /. m e e.. ,'I'2q,. `rQ 9 U y .'946.�i, .. i� � \ J O Q (/� Q 3 + :+ :'I + + + + 1.rn�p \ a2 /x946.1 ' 6.5 p o 10 / �� I b-:936.4rti I ii 0`�11 o ` + I + + F+XISTN ; : 9ay.9; : h �` x4 9 q6 m y 9 :a 9 9s1.6 �i/, r `�y / I : ; . . i MnrIE Zo'f I. p•.....^p CONCRETE :.., r� - 0 s L I ten:: SHE•Da e° PAD -- h 94 '.x F M LE 6" 9s ' + + 93I.+ + 9 s.p oI•. . \ 0• 6,7 .... ✓ 0 9 y 953. - S CENTERLINE OF 20 FOOT I I �I I ° f O 9al.z ::: : ::.::: ' p e� T S�\ .,..,;MAP 1 •o %L \ / WIDE UTILITY EASEMENT PER I I I + + +I ; 0� °� A9 R 1 DOCUMENT NO. 1630932 --- I I + li "mow: . SHED TO 'I . ` .. Nx 9� \\ `� � 1- \ do ti_ 1Q z9y2 r y 3 �2 \ / ---'� k AND PLAT OF CASCO COVE ----- I . �2. I -- . REMAIN 9 : � < �\ ;'.,,F h F o ti TRr h \r I 9 4.8 93 : m V ��• t� a• �9A QI ' ",953.7 CURB " 957.73 APPROXIMATE SEWER SERVICE II �n+_ N+ +; z+ +:: v 1r� \ O,c`;,� �Z` `� S �°� �O' y4 "\ FNDIP3/4UP.50 LOCATION PER CITY PLANS -i% : 94a.z'�° /� \�/•\I���� $O�� 1 ' 0� 11 +� I - - -I-- _ it_ ' A ,/O.•' �`�S ct, 00 '�,' 0 by \ �0'� \ 9sa.6 I 956.2 956.4 :.: , :. �I \ ® _ ' : : / (0' V 'S• 1.. 9 PINE-12 F .6" 929.1 f1 M 5.2-�__.__ i :-943.9 frn �y ti �0\ Q i •Y �! �..•. - EWATERII x9303 \ + . I : : : - p\\ QP 'S \' 'O `.b 9s - - ADJUST WATER VALVE p ; I + + .. . . •. ; aa`,; CREEN ' \ - O �,__ HEIGHT AS NEEDED S .• w rf .Co: \:' PORCH Q p11 j�; IIII/ 30. + :'+ I + +: :••944f. •`�� \'tlp /J 1� PROPOSED //�\\ 43 �y :'• \ z' 956.1 /11 r oyG O ICI 1 I T� +I +, + + ''l,: :. . TRE-j4��:.. o - /I ti HOUSE / \\ 16: ti��o s� \ i.' BI Gl7RB -1 ;� I + ; +/ + .,' ; � \ / / 6 \ O st O �� s6.4 ROCK CONSTRUCTION I n / A \ 6 9. •& PINE-12' THE SLOPE FROM THE OHWL OR w I : Its I m MAIN LOW / W. pg•' 1 'd �• -ice -`� h� ENTRANCE PER CITY v :+ o :+ + F: b ? b TOE TO A POINT 25 FEET ABOVE z N III : + I : I: 94q. x 6 ? , F ,,11 . O .o ti OQ °pi �. _ I n : . `• ' : a O FLOOR = 946.9 , \- Q• 'O �, p p .ass 57.3 r STANDARDS -' I + : RETAINING WALL : :v:: °� h \ O O a 4 L � 8 OHWL IS LESS THAN 30% AND 'n ^� n 1 �I : I _� ; . , \ 0�O ;' .� 0 y O 5 \, LU N Ij I ` O1 +I � + ; + + + : TO REMAIN ti ---------- \ F : 3 v O 3 QO QS - f. .P O 957.9 O THEREFOR NOT A BLUFF. PLEASE I - 10: �946.6 \ O yo' Q� 3 �o ' ,} O \L \ 957957 .5 �9TC-BIT-CURB tiG SEE EXISTING CONDITIONS =O z Ijl + I I� v I :+ + +' i 1G \\ s� 33 ore IQ, O�' r ru1\Ell �' T I SURVEY DATED 6-18-24 FOR � O I + + ° 9z19, + M i'` O 4S ^ rb3 y G •r' , �'` 0 = o resa. ? /' ' x: I O p O y0 S i \ O O y Ii : 'L 6 FURTHER INFORMATION. - + --+--� _ O 6 � P �O � / \ v' t S y6 y O Ln ti ti � ss.o � Ijl: I I I - '%7 3--__. $ 'fo' o� O qQp �` O Pit �, \ 0 9 ey yb o� ya'�5 PINE S I I : 1 I I j i-- ti �Q JS �`' a yy �] a� �b i \: hg. \ EWAT Po ' +I + + f I + % �: ,/ , ( , R ,/ ��b ,GHQ, �I,X" O �o\° O A I + - + :' ; . le5 �� / O _�\� 0�1 h47 958.38 958.6 I :IT 9�0LL . r : S . Z� /, : • / 9h0 Xi P ., IV 6?3 a a+ �1 \FND-1/2IP 9g8 -BIT-CURB III : M� i �F v UPPER GARAGE is 9 9 O y�• �... 92-.a + `�+ MpP E za 943.1.• X �/ .,� ,t, .;� 5 1 g5• 1-�e g6• - .959.2 n I :.' oMi d ' �9 O ,/ FLOOR=956.5 /fro ' e e /9586''' TOTAL LOT AREA ABOVE OHW....................................... 40 840 S.F. : I+ + : + +/. +:' M : : . . t , / . ( ) I o X ti / x o 1�. 0 IMPERVIOUS SURFACE FRONT (LAKE SIDE) .......... 75 FEET FROM OHWL EXISTING HOUSE, GARAGE, PORCH & STOOP .................... SIDE STREET ................... 15 FEET (IVY PLACE) EXISTING DRIVEWAY...................................................... INTERIOR SIDE ................ 10 FEET AREAS EXISTING PAVERS.......................................................... REAR YARD ...................... 30 FEET OUTSIDE OF EXISTING CONCRETE...................................................... THE 75 FOOT EXISTING DECK AND STEPS ............................................. MAXIMUM BUILDING HEIGHT ..... 30 FEET SETBACK EXISTING WOOD STEPS AND WOOD PATIO ........................ MINIMUM LOT AREA .................. 0.5 ACRES EXISTING RETAINING WALLS ........................................... MINIMUM LOT WIDTH ................. 100 FEET EXISTING ROCK WATER FALLS ......................................... EXISTING SHED............................................................. - LOWEST POSSIBLE FLOOR ELEVATION 933.5 FEET (NGVD29) AREAS EXISTING PAVERS.......................................................... (2 FEET ABOVE MINNEHAHA CREEK WATER SHED DISTRICT WITHIN THE EXISTING GRAVEL AREA .................................................. FLOOD ELEVATION OF 931.5 FEET NGVD29) 75 FOOT EXISTING RETAINING WALLS ........................................... SETBACK EXISTING ROCK WATER FALLS ......................................... EXISTING WOOD STEPS AND LANDING ............................. (10'4" POURED WALL WALKOUT) PROPOSED ELEVATIONS FIRST FLOOR ELEVATION = 957.5 TOP OF WALL = 956.9 UPPER GARAGE FLOOR = 956.5 MAIN LOW FLOOR & LOWER GARAGE FLOOR = 946.9 TOP OF MAIN LOW FLOOR FOOTING = 946.6 GOLF ROOM FLOOR = 945.6 GOLF ROOM FLOOR FOOTING = 945.3 I'I I I + I ' ' aa'Z m 0 .'$ . V y6 �O yb ; ..m�•..R � a4z. .� \ rn O of• 9 5 y 9 3,237 S.F. �II • + ' I+ .rr) .: ;OAK. AD?-2 . 4.7 ' b .96 p�\i�0`r / �70 �:' may. : �\ . o y(O OQO4� eoo 63 .''// LM . •x 930.0:' i y d ,°J �-• : "� J ti• .'958.0 L,884 S.F. 91 :'i + II + + °' : 9 .o: a ��� y�' Ah '` poi x : Q Q- 9 / ; s: c %: .• ti 0''' •. I : + 1 : I p' 1 0 �/1 / 7i �� O 0'1�� y6. O O 956.2 �.'' ' �� �� IV 555 S.F. I I: I '. ;o `:% L r d e o' �J O° + +I +.' /''' 1/ x 933.3': �� . `�1945.3 . Q 9S i a y�' O ^i .,' •v� 272 S.F. 929.2 I } :943:9 : S i d° L� .' �6. 0J ,,.� /^ z''" 0 :ASHIDEAD. A n , 284 S.F. EWATER, :9 tI 4 �/9'1.8 SO 7i9' ': s 9g6 °P J �'�! / . Q 75 FOOT :: S '9 ^ ': 453 9y6 �Q /: ` \ !� tiA h^ 9sas - : 107 S.F. �/0?�1 I �^, ;OH'Wsy 4: �` e s :: \P�/ \ ,�5. °� °, / F. 929.2 � // ' + + / x : 01 i : m . .• q '. . 0� �L\\y, �o /� : 0 ?\ I' FND-1 2IP 88 S.F. //� :: ' [ 931.0 I 10 1 I �, , �•:" S'Z4 9A �i i \�s�s \ �✓ /' ; j �� o�yb / `,O 70 S.F. 92A.4+ jj 1¢'' I M M,4p h: _ O � 95a.8:• R / / .•1 ,A �' :.94i 5 94 Si <fi.I� '�• i Off; /: TREE-22" y i F qIN'........ + 10 l.d I M MAP E- // / a- y O o . / by qSF qG 50 S.F. I 111:.'' a v F �I ' +:� I M � 9h :'�o' °�4 /. 0� Op MFitr qNp 220 S.F. . c ` (° s U I \ o T 11 + 931. `i ' f¢ I O ,I, .'tip . V R /: O\ (7 / ,� .- 960.2 CQ F/� I�I I ,_Z I o a" . 0 5 1 / O / C,0 T/y .I e 1 / ' 68 S.F. 9 (O . �j \F 929.1 \� F 1 8.09 932.4 : 0, • Ch : b' , ' � �. 9i� .y Y . A,� 9 F W EWATER\ x NV O1 : pI X�l' ,1i i Jx O : ti. Q i / ( �'1• 78 S.F. +: +'' L : ,.� ,P , "°\ <s _ h-, �i� 6p'4 T \ \ C \ \ ' : : .� `�-1C^ ,. , -5 O 1P / 9h 00 .. 57.00 A_:J 7L %.'959.7 - 123 S.F. \{ 18yc _ ,934.7 ; :: :: ' :' : . � G<� -' • ti, gh O s y 47 /. 1 �f `,l:' 1 TOTAL EXISTING IMPERVIOUS SURFACE ............................ 7 079 S.F. \ �' '' p �: O1 QQ v� �` `� :,SS '' y_ 3� \ �x , . o \v8° I \ .: :' .. P �4 Lt: J �'/��9�iXx :� / : V I ° �959.9EXCLUDABLE IMPERVIOUS COVER I•' ' :: :: /t a�\. 1RETAINING WALLS (43 S.F. + 68 S.F.) ............................... 111 S.F. F 9��rg3�4I�•., �?�s\ E �3300 ,g'6.5 '�o� / ,�'°s9sA / .. \ p• z S 928.20' m: h \ NET EXISTING IMPERVIOUS SURFACE ............................... 6,968 S.F. EWATER \\ - • �9 ( �: S3 ' PERCENT EXISTING IMPERVIOUS ...................................... 17.1% 9z9.21--�` �'`� `z�dv:: '9/ 9 \ // . \ "' J. ��` MHSAN O /; EWATR •929.5�- .. : \ : ' t �✓ USAN'•: o �/' O x .3 IE ' . i / ' EWATER �� . Cr EXISTING PROPOSED IMPERVIOUS SURFACE i I / ;� :'148x954''' m c� �� : GARAGE \ A❑ PROPOSED HOUSE, GARAGE, SCREEN PORCH &STOOP ........ 4,360 S.F. I /'/�°ti4 rb : I: / 1: '" ' ` 1' I j: "'��'� / �, ©PROPOSED DRIVEWAY...................................................... 2,342 S.F. i / 952. / \ 0ti I. : 3 $ •/ 9 ' : �y I 1 t' © PROPOSED PATIO (UNDER DECK) ...................................... 329 S.F. II� I 1- /Z IP AREAS / 929.5 1 : - - i N : ' j (?" ) - x :1 C \ / ; /FND 1/2 ❑D PROPOSED CONCRETE PAD AT DECK STEPS ........................ 16 S.F. EWATER 1 : :.: ://. ' - I : : : l I3,�-/� OUTSIDE OF E PROPOSED DECK &DECK STEPS NOT ABOVE PATIO &PAD .. 69 S.F. :z ` : I: 3,:'�3%\ ° � / I - \ THE 75 FOOT PROPOSED FRONT SIDEWALK ....( ....................................). 212 S.F. \ '~.O` �� \ �w - ::` ;. SETBACK .�/ z.z. / / ❑ / x I : ` `/ : '". I: I:` - - O 1:. EXISTING ©PROPOSED SIDE SIDEWALK .............................................. 108 S.F. 930.8 a/1 / O ,O HousE H PROPOSED WINDOW WELL .. 952.1 :� 9 S.F. 929.4 �1 / O / : 954.3 / 1� / :M EWATER I / CO ,♦ I� / x• / I❑ RETAINING WALLS (EXISTING AND PROPOSED) .................. 135 S.F. W /� ----------/ "i ____/-,. � : o�:z .: 957''%// rr 'T------------- �- .J EXISTING SHED TO REMAINAREAS.............................................. 70 S.F. J M'/ // p / ---- 136.0 ---- / :� 957.9 / // � � � _ :IT--------- ----- WITHIN THE ❑K EXISTING PAVERS TO REMAIN ........................................... 50 S.F. , '/ / I °,' l / s; 9ss.os � a DECK © EXISTING GRAVEL AREA TO REMAIN .................................. 220 S.F. / z / / o / 75 FOOT 2 i FND-REBAR12755 957.9 -x ❑M EXISTING RETAINING WALLS TO REMAIN ........................... 68 S.F. �' O /// // 957.s \\ AGILITY OPERATORS NOTIFIED W x 929.6 N / l , SETBACK ❑N EXISTING STEPS TO REMAIN ................ 111 S.F. ° i/ EWATER // I 0 / - `, K, U. launas in -TOTAL PROPOSED IMPERVIOUS SURFACE ........................... 8,099 S.F. U II' /I / , EST.1971 EXCLUDABLE IMPERVIOUS COVER - WINDOW WELL AND I ., / // ' � / `-; Professional Land Surveyors RETAINING WALLS (135 S.F. + 68 S.F. + 9 S.F.) ................. 212 S.F. / ill // I / 6776 Lake Drive NE Suite 110 NET PROPOSED IMPERVIOUS SURFACE 7 887 S.F. www.egrud.com 7 ............................... o II // / -' Lino Lakes, MN 55014 PERCENT PROPOSED IMPERVIOUS ..................................... 19.3 /o ill /I/ / Y Tel. 1 1- 2 Fax 651 361-8701 ° I / I / `' �' e (65 ) 36 8 00 ( ) MAXIMUM ALLOWABLE IMPERVIOUS (25 /o) ......................... 10,210 S.F. \ L/929.6 .I / 959.0 TC-BIT-CURB CODE CORON001 CTLMN01 MINGAS05 MNDCBLO1 XCEL05 NORTH GRAPHIC SCALE 20 0 10 20 40 1 INCH = 20 FEET BENCHMARK MNDNR BENCHMARK- BRASS DISK SURVEY MONUMENT IN GROUND, 15 FEET WEST OF SWAL RIPRAP, 25 FEET NORTH OF CONCRETE CURB AT EXIT OF GRAYS BAY DAM AREA. ELEVATION = 932.7 FEET (NGVD29). LEGEND • DENOTES IRON MONUMENT FOUND AS LABELED 1 DENOTES FOUND PKNAIL OR SPIKE 0 DENOTES IRON MONUMENT SET, MARKED RLS# 25343 (TO BE SET) O DENOTES FOUND JUDICIAL LANDMARK OCS DENOTES CURB STOP DENOTES ELECTRICAL BOX X 952.36 DENOTES EXISTING SPOT ELEVATION DENOTES GAS METER (f/ DENOTES GUY WIRE Cob DENOTES POWER POLE SO DENOTES SANITARY SEWER MANHOLE DENOTES RETAINING WALL •' "•""'•"• DENOTES EXISTING CONTOURS oHu DENOTES OVERHEAD UTILITY DENOTES UNDERGROUND ELECTRIC LINE -GAS- DENOTES UNDERGROUND GAS LINE CHL DENOTES UNDERGROUND CABLE LINE > DENOTES EXISTING SANITARY SEWER DENOTES EXISTING WATER MAIN DENOTES UTILITY EASEMENT PER DOCUMENT NO. 876942 DENOTES UTILITY EASEMENT PER DOCUMENT NO. 876912 DENOTES UTILITY EASEMENT PER DOCUMENT NO. 1630932 AND PER THE PLAT OF CASCO COVE F__ ---I DENOTES BITUMINOUS SURFACE L- -_ � DENOTES CONCRETE SURFACE L_ _ . J .- T DENOTES GRAVEL SURFACE _ _ DENOTES PAVER SURFACE + + J DENOTES 100YR FLOODPLAIN _S_ DENOTES SILT FENCE DENOTES PROPOSED RETAINING WALL DENOTES PROPOSED CONTOURS soo.o DENOTES PROPOSED SPOT ELEVATION DENOTES DIRECTION OF DRAINAGE E DENOTES WOOD HUB/METAL SPIKE AT 11 FOOT OFFSET (UNLESS OTHERWISE NOTED) s DENOTES SILT FENCE ❑A DENOTES KEY LETTER TO PROPOSED HARDCOVER WORKSHEET AT THIS TIME ONLY THE TREES WITHIN THE POTENTIAL AREA FOR NEW HOME CONSTRUCTION WERE LOCATED. THE TREES WITHIN THE 75 FOOT OHWL SETBACK MAY NEED TO BE LOCATED AT A LATER DATE. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. (PER GOPHER STATE ONE TICKET NO. 2411007251 COMPANY NAME MARKING CONCERNS DAMAGE CUSTOMER SERVICE CITY OF ORONO (952)249-4680 (952)249-4600 CENTURYLINK - CTLQL (800)778-9140 (303)260-4929 CENTER POINT ENERGY (812)483-7923 (612)321-5200 MEDIACOM (800)778-9140 (845)443-2840 XCEL ENERGY (800)848-7558 (888)968-9235 (952)429-4680 (877)366-8344 (800)722-9326 (845)443-2840 (800)895-4999 An,- E. 7���. JAMS E. NAPIER Date: 01-27-25 License No. 25343 DRAWN BY: JEN JOB NO: 240376HS DATE: 05/06/24 CHECK BY: JEN FIELD CREW: JH-JR-CB 1 05/09/24 REMOVE 12% SLOPE SHADING JEN 2 06/12/24 ADD PROPOSED GRADING JEN 3 06/18/24 REV. IMPERV. & ADD KEY JEN 4 01/16/25 REV. IMPERV. & ADD KEY JEN 5 01/27/25 REVISED PER CITY COMMENTS JEN NO. DATE I DESCRIPTION BY S:\RUD\CAD\24PROJ\240376HS\240376HS.DWG 240376HS 49 AGENDA ITEM Date: April 14, 2025 Item: 10 Title: LA24-000066, 430 East Long Lake Road, Conditional Use Permit & Variances - Resolution 7577 Presenter: Matt Kamey, Planner Section: Consent Agenda Purpose: The applicants received support for a conditional use permit for the keeping of farm animals in the LR-lA zoning district and variances from the conditional use permit standards, at the March 10, 2025 City Council meeting. A resolution has been prepared to memorialize the approval. 2. MN§15.99 Application Deadline: The application was made on December 3, 2024 and deemed complete on December 23, 2024. The application has been extended from the initial 60-day review period for an additional 60 days, and this application expires on April 22, 2025. 3. Background: The applicants' proposal is for up to thirty (30) pigeons to be kept on the property. The pigeons will be kept in an enclosed coop (54 square feet) in the southeast corner of the property, approximately 35 feet from the eastern property line and 55 feet from the southern property line. According to the applicants, the pigeons are show pigeons, which can tolerate the cold and dark as the proposed coop will not be heated or lit. The pigeons are to be kept in the coop and will not be free to fly. The applicants state the noise generated from the pigeons would be minimal, and the coop would be cleaned regularly to reduce potential odors. The keeping of pigeons is similar to chickens and are considered farm animal which require a Conditional Use Permit (CUP) and Variances from the CUP standards outlined in Section 78-303(3) Link to Planning Commission Packet. 4. Staff Recommendation: Staff recommends to approve resolution 7577. COUNCIL ACTION REQUESTED Approve the submitted draft resolution 7577. Exhibits A. Resolution 7577 B. Site Plan 50 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7577 A RESOLUTION GRANTING A CONDITIONAL USE PERMIT PURSUANT TO AND VARIANCES FROM MUNICIPAL ZONING CODE SECTION 78-303 FILE NO. LA24-000066 WHEREAS, on December 3, 2024, on behalf of the owner, "Susan D Thomson Revocable Trust", (hereinafter the "Owner"), Dean Thomson (hereinafter the "Applicant"), applied for a conditional use permit and variances in accordance with the City Code for the property addressed 430 East Long Lake Road and legally described as: Attached as Exhibit A (hereinafter the "Property"); and WHEREAS, the Applicant applied to the City of Orono for a conditional use permit pursuant to Orono Municipal Zoning Code Section 78-303 to allow pigeons (hereinafter "Farm Animals") on the Property located within the LR-1A One Family Lakeshore Residential Zoning District; and WHEREAS, the Applicant made an application for variances from the conditional use standards outlined within Orono Municipal Zoning Code Section 78-303 which require a minimum of 2.0 acres to keep Farm Animals on the Property which is 0.7 acres in area; and requires a minimum setback of 75 feet between the property line and any building housing Farm Animals; and WHEREAS, on February 18, 2025, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on February 18, 2025, the Planning Commission voted 7 to 0 in favor of a motion to recommend approval of the conditional use permit and variances, contrary to staff's recommendation; and WHEREAS, on March 10, 2025, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves a conditional use permit and variances to keep Farm Animals as described above based on one or more of the following findings of fact concerning the Property: 51 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7577 FINDINGS OF FACT: Al. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above -mentioned meetings, and all other materials distributed at these meetings are hereby incorporated by reference. A2. The Property is located in the LR-lA (One -Family Lakeshore Residential) Zoning District. A3. The Property is 0.77 acres in area and is surrounded on two sides by the DNR-managed forest Wood -Rill Scientific and Natural Area. A4. The Applicant proposed to keep up to 30 pigeons on the Property, in an enclosed building located 35 feet from the eastern property line and 55 feet from the southern property line. A5. The Applicant is proposing the pigeons will be kept in the enclosure, noting that the proposed pigeons do not fly. A6. In considering this application for a conditional use permit and variances, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed conditional use permit and variances upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. VARIANCE ANALYSIS: Cl. Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance; the intent and purpose of the conditional use standards for farm animals is to ensure adequate separation between the animals and adjacent properties and residences and to ensure there is adequate grazing and pasture space to support farm animal use. Further, within the Lakeshore Residential districts, these conditions intend to prevent any potential animal impacts to the lakes in Orono. The Property, although zoned LR-1A, is not a lakeshore lot and is adjacent to the Wood -Rill Scientific & Natural Area, a large natural space. The proposal to keep pigeons is a unique animal that does not require pasture space. The property abutting a preserve the creates a large open space to buffer from abutting properties. The general purpose and intent of the conditional use standards to allow for the keeping of animals is met; and 52 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7577 C2. Variances shall only be permitted when the variances are consistent with the comprehensive plan; the Plan allows for residential use and a single-family residence on the Property. The variance from the conditional use standards for keeping farm animals, which is accessory to the residential use, is consistent with the Plan; and C3. 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; the proposal for Farm Animals on a lot that is well screened from adjacent properties in the area appears to be reasonable; and b. The plight of the landowner is due to circumstances unique to his property not created by the landowner; the 0.77 acre Property is unplatted. The Property's substandard size is unique within the district, creating a difficulty not created by the Owner, and C. The variance, if granted, will not alter the essential character of the locality; allowing pigeons on the nonconforming -sized lot is not anticipated to alter the character of the area. C4. Economic considerations alone do not constitute practical difficulties; economic considerations were not found to be a factor in the variance approval determination; and C5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth -sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78; this condition is not applicable; and C6. 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 farm animals are permitted as a conditional use in LR-1A zoning district; and C7. The board or council may permit as a variance the temporary use of a one -family dwelling as a two-family dwelling; this condition is not applicable; and C8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property; the Property and its similarly -sized neighbors to the north are in a peculiar location for substandard lots. Although each property is 53 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7577 below an acre in size, each property backs up to the significant undeveloped acreage of Wood -Rill Scientific and Natural Area; and C9. The conditions do not apply generally to other land or structures in the district in which the land is located; the Property is surrounded on two of four sides by Wood -Rill Scientific and Natural Area, land that can buffer and screen the potential impacts of the pigeons and their enclosure, despite the substandard size of the Property; and C10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant; pigeons have been found to be a minimally impactful use for the Property and the granting of variances have been found to be necessary for the preservation and enjoyment of the Owners' property rights; and C11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter; the impacts of the proposed Farm Animals use to allow for pigeons on the abundantly screened Property are not anticipated to impact the health, safety, comfort or morals of neighbors or property in the area; and C12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty; the nonconforming size of the Property is outside of the Applicant's control. Given the abundant natural resources adjacent to the Property, approval of variances from the conditional use standards is necessary to address a practical difficulty. CONDITIONAL USE PERMIT ANALYSIS: The City Council may approve a conditional use permit for the keeping of Farm Animals for noncommercial purposes on the Property, provided that: B1. Where the applicant requests a conditional use permit to keep farm animals other than horses, there must be at least one acre for the dwelling and one acre for each animal unit. Calculations of minimum acreage required shall not include any land defined as a wetland or wetland buffer under Section 78-1602; this criterion is met with approval of a variance for the Property size of 0.77 acres, as the property is located in a low -density residential area surrounded by a undeveloped wooded preserve; and B2. Any building or structure associated with the animals is located more than 150 feet from the nearest adjacent residence and at least 75 feet from the nearest lot line; this criterion is met with the approval of a variance for the proposed coop housing the Farm Animals being proposed 35 feet from a lot line; and 54 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7577 B3. The use is operated in compliance with Chapter 62, Animals; this criterion is met with the approval of variances for the two preceding conditional use standards. Based on the application and the evidence submitted, the Council finds that the proposed use at the proposed location is or will be: B4. Consistent with the community management plan; the Plan allows for residential use and there is a single-family residence on the Property. A conditional use permit to allow for the keeping Farm Animals is accessory to the residential use and is consistent with the Plan; and B5. Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; this condition is met with the granting of variances; and B6. Adequately served by police, fire, roads, and stormwater management; the Property meets this standard; and B7. Provided with an adequate water supply and sewage disposal system; the Property meets this standard; and B8. Not expected to generate excessive demand for public services at public cost; this proposal is not anticipated to impact public services; and B9. Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; the Property is located in an area with natural resources and low -density residential development. The keeping of Farm Animals is found to be compatible with the existing and future conditions of the area; and B10. Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; the character of the area leans on its natural resources, its proximity to Long Lake, and the abundant trees and wildlife. To the south and east of the Property is the undeveloped, Wood -Rill Scientific and Natural Area. Keeping Farm Animals is consistent with the natural and rural character of this area; and B11. Compatible with the character of buildings and site improvements in the surrounding area, unless a change of character is called for in the community management plan; including the few nearby single-family residences, the surrounding area is rural in 6V CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7577 nature. The keeping of Farm Animals in a small coop in a screened area of the Property would be compatible with the site improvements in the area; and B12. Not expected to substantially impair the use and enjoyment of the property in the area or have a materially adverse impact on the property values in the area when compared to the impairment or impact of generally permitted uses; the proposed Farm Animals, with significant vegetative screening on the Property and adjacent properties, does not substantially impair the use and enjoyment of other properties in the area; and B13. Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; the trees and woods of the surrounding area enter near the edge of the Property and provide significant screening of the proposed coop; and B14. Not create a nuisance that generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; the use is not anticipated to create a nuisance as articulated by the Owners. Should a nuisance occur, the Conditional Use Permit approval can be revisited by the City Council; and B15. Not cause excessive non-residential traffic on residential streets, parking needs that cause a demonstrable inconvenience to adjoining properties, traffic congestion, or unsafe access; the proposed land use is not anticipated to impact traffic or parking in the area; and B16. Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; the proposed coop to house the Farm Animals will be located in an area that is adequately screened by the natural environment; and B17. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right-of-way or neighboring residential uses or districts; the proposal does not include exterior lighting of any kind; and B18. Not detrimental to the public health, public safety, or general welfare; the proposal does not come at a detriment to the public health, safety, or welfare of residents and landowners of the City of Orono. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants the following approvals: 56 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7577 A variance from Orono Municipal Zoning Code Section 78-303 to keep Farm Animals, pigeons, on a property of less than two (2) acres. A variance from Orono Municipal Zoning Code Section 78-303 to keep Farm Animals, pigeons, in a building less than seventy-five (75) feet from the nearest lot line. A conditional use permit pursuant to Orono Municipal Zoning Code Section 78-303 to keep Farm Animals on an LR-1A zoned property, subject to the following conditions: D1. Council approval is based on the entire record and the above Findings. D2. The maximum number of pigeons to be kept on the Property is twenty-five (25). D3. The enclosure housing Pigeons shall conform to the site plan submitted by the Applicant, attached to this Resolution as Exhibit B. D4. Any amendments to the plans that are not in conformity with City codes may require further Planning Commission and City Council review. D5. Authorities granted by this resolution run with the Property not with the Owner, but are permissive only and must be exercised by obtaining a Zoning Permit for the proposed building for the Farm Animals. A Zoning Permit must be obtained within one year of the date of Council approval, or the approvals granted herein will expire on that date (March 10, 2026). D6. The Applicant agrees to comply with all permitting requirements of all applicable jurisdictions including but not limited to Hennepin County, MCWD, and LMCD. Copies of all required permits must be provided to the City with the submittal materials for the administrative Zoning Permit for the farm animal building. D7. The conditional use permit shall remain in effect as long as the conditions imposed by the City Council are observed, but nothing in this section shall prevent the city from enacting or amending official controls to change the status of conditional uses. D8. The undersigned Owners agree to the conditions herein. D9. 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 14th day of April, 2025. 57 ATTEST: CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7577 CITY OF ORONO: Christine Lusian, City Clerk Bob Tunheim, Mayor 58 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7577 Susan D. Thompson Revocable Trust A Minnesota Corporation By: it's (insert title**) STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me this day of , 207 by the (insert title**) of Susan D. Thompson Revocable Trust., a on behalf of the trust. Notary Public **Titles could be: "President" or "Vice President" or "Chief Financial Officer" 59 09 I I i WEST LINE OF GOVT LOT S, P - SECTION 35-11843 CD Z 0 J pr 13 CERTIFICATE OF SURVEY FOR LOIS M. STURMAN IN GOVT LOT 5, SEC. 35-118-23 HENNEPIN COUNTY, MINNESOTA 0450 EXISTING HOUSE S 89'53'22' W 199.05 (PARCEL TO NORTH) S 88'1r43' W 19a.88 - -=m e E=TW0 GRAVEL DRIVE rI l j L 1 l� EXISTING E ab 043D �{ 4 cil EXISTING SHED ♦~i LINE PARALLEL WRH EAST LINE OF GOVT LO , .VF SECTION 35118.23 f ZI - LINE PARALLEL WITH NORTH LINE_ OF GOVT LOT S. SECTION 35.118-23 r N 88.1r43' E 197.33 NE CORNER OF OOVT LOT 5, SECTION 35.118.23 .... I EAST LINE OF GOVT LOT 5, SECTION 35118-23..'......._........ J LU �\g 0.48 / '♦ LINE PARALLEL WITH 1 (' NORTH LINE OF GOVT LOT 5, t iSECT10N 35-118.23to ...., c 8J \\\ —--s---� \ r 11S9.40 \\ �� S 9S•1r43' W \v EXISTING LEGAL DESCRIPTION That part of Gonmrnem Lai 5, Section 35. TownsNpp I IS North, Range 23 West 01 tl» 51l7 Prkldpat MetldIm described as fagaww Commencinq at the northeast owner of Said Lot 5; thence South on the East the of said Lot 5. a distance of 2223.3 feet; thence West and Parallel with the North Ilse of said Lot 5, a distance of 1159.4 feel to the adult point W bapkWrq of the IyW to be desaroed; thence wrdlnUtrfp west m the last described Doane a dlsLna o! 191.38 Iset ro the YIM fine of aaW Lot 5; mence South on said West Ana a dlatance of 170 fen; thence Eesi and parallel with sm NorthIlne a distance at m-81 feet to a point 1159.4 feel West of said East Ana: thafXe North and P2781W with Said East fine a distance of 170 feel to the point of begin". PROPOSED LEGAL DESCRIPTION Thal pad o1 GaYanffwd Lot 5, Section 35. Township 118 North, Range 23 Wesi of the Sth Ptfndpal Meddlan, described as follows: Commencing at the northeast oomer of sSW La15; thence South on the Eat line of SAW Lot 5, a distance of 2223.31eek lice weal and parallel whh Um Natth Ana cf sald Loi 5, atmg a Me hanWAPx referred to all'UM A', SEA'llne A' hMng an asumnd boating of South S8 degrees 17 minutes 43 "OV43 West, a distance of 1159.40 feet to the point of begfm of the ppwPertY belnrgq dasodbed, and 'Una A• Uwe temdnstinp; therm 0 dapreas 28 msw7t0514 seconds weal Hong a Alfa paraAM w5h Sam East Ane olGoverrmem Lot 5 a distance o147.78 task Uat7ce South 89 degrees 63 minlXea 22 aewpldS WMt S distsnce of 189.05 feet to the West line of taW Government Lot 5: thence South along SSW West Ine to the =exxtmgion of S ld Vne A': thence east along SSW weetedy es wWm to of q e : Denotes Iron marker found DLSCRPICN GRONHERG a ASSOCIATES, IN( CONSULTING ENGINEERS, LAND SURVEYOF SITE PLANNERS 445 N. WILLOW DR. LONG LAKE, MN. 55M 952-4734141 0 30 60 120 SCALE IN FEET I HEREBY CER""TINT 177E PLAN,"ECIP"13ON, qI RFS'OTIT SCALE wWMEPAREDBYMEORU=ERMYOIREMBUPERNSIQYAND V-30' THATIAMADULY LICEN8PA PROFESSIONAL ENOINEI AND LAN SURVEYOR UNDER THE DIMS OF THE STATE OF Lr1XNEBOTA & DATE ATE I 1 1 1 I I DATE MNL7CENSENmBEA I U9•11U I 1.110 I � 1L—� _ _ -met �. � � ....`.�� _ ,•.%• .— . . mop - | ■ | 61 AGENDA ITEM Date: April 14, 2025 Item: 11 Title: LA25-000002, Text Amendment: 78-1279(6) - Average Lakeshore Setback, Ord 313 Presenter: Laura Oakden, Community Development Director Section: Consent Agenda Purpose: The City of Orono proposes an amendment to Zoning Code Section 78-1279 regarding average lakeshore setback to fix typographic errors. 2. Background: The Average Lakeshore Setback (ALS) standards are within the Shoreland Overlay District regulations. The purpose of the ALS regulation is to protect views of the lake or sightlines to the lake over a subject property. The code attempts to describe a setback line based on the location of the existing principal residence buildings on neighboring lakeshore lots. The ALS prohibits buildings (principal and accessory) and certain accessory structures from being located lakeward of this setback line as defined. It is not uncommon for regulations to be amended or modified over time. The ALS code language has been amended numerous times since its adoption with the Shoreland Overlay District Regulations in 1992 to clarify terms and/or to add exceptions from the standard. As a result of a recent amendment there is a typo in the language which creates confusion. Staff proposes amendments to clarify the language (rearranging text), update references to other sections of the code, and correct the typo; no change in the purpose or application of the regulation is proposed. The proposed changes are intended to make the text easier to understand and apply. 3. Planning Commission Vote and Comment: The Planning Commission reviewed the proposed draft language at the March 17, 2025 Planning Commission meeting (video) (Planning Commission Report). A public hearing wad held and no public comment was made. The Commission agreed with City Staff regarding the amendments and recommend 5-0 to approved the proposed text amendment to the average lakeshore setback. 4. Public Comment: No public comments have been received. The proposed code language was sent to the DNR for their review and approval; a Conditional Approval letter from the DNR is attached as an exhibit. Staff Recommendation: Planning Department Staff recommends approval. COUNCIL ACTION REQUESTED 1) Review the proposed text and make a MOTION to adopt Ordinance 313 2) Approve publishing a summary in the paper Exhibits A. Draft Ord 313 Text Amendment ALS 78-1279 62 B. CLEAN (no strikethrough) Draft Changes 78-1279 C. DNR Conditional Approval D. Ordinance 313 - Summary Publication 63 CITY OF ORONO HENNEPIN COUNTY, MINNESOTA ORDINANCE NO.313 AN ORDINANCE AMENDING SECTIONS 78-1279, ARTICLE IX OF THE CITY CODE REGARDING AVERAGE LAKESHORE SETBACK THE CITY COUNCIL OF THE CITY OF ORONO ORDAINS: SECTION 1.Orono City Code Title VI, Chapter 78, Article IX, Section 78-1279 is hereby amended by adding the underlined language and deleting the stfikethr-o ,h language as follows: (6) Average lakeshore setback. The average lakeshore setback line shall be a straight line connecting the most lakeward protrusions of the principal buildings on the immediately adjacent lakeshore lots over the subject lakeshore lot. No principal or accessory building, or accessory structure shall be located closer to the Ordinary High Water Line (OHWL) on a lakeshore lot than the average dirt nee from the shoreline Ef ;sting pr-ineipalbuildings on adjacent letslakeshore setback line;_ This does not apply to patios and other accessory structures less than 42 inches above existing grade.-; stairways, lifts, landings (as regulated under Section 78-1282); or; lockboxes, flagpoles-, and pump houses (defined as water -oriented accessory structures in Section 78-1281). Further, the average Lakeshore setback shall apply only to classified lakes and shall not apply to tributaries. a. In situations where improvement is proposed on a lot adjacent to a vacant lot or right-of-way, the average lake zlakeshore setback shall be equivalent to the setback of the most lakeward protrusion of the principal building on the immediately adjacent improved lakeshore lot. b. In situations where the average lake lakeshore setback line bisects the principal building located on either of the adjacent lakeshore lots, the next most adjacent lake -side point of the bisected principal building shall be used Ito determineing the average lakeshore setback. If the adjusted line continues to bisect the principal building, the next-, most lakeside point of that principal building "shall be used until the setback line does not bisect the principal buildings on either of the arradjacent lakeshore lots. SECTION 2. This ordinance shall become effective immediately upon its passage and publication. ADOPTED this 14 day of April,2025, by the City Council of the City of Orono, Minnesota. 64 CITY OF ORONO Bob Tunheim, Mayor ATTEST: Christine Lusian, City Clerk 65 CLEAN VERSION Average lakeshore setback. The average lakeshore setback line shall be a straight line connecting the most lakeward protrusions of the principal buildings on the immediately adjacent lakeshore lots over the subject lakeshore lot. No principal or accessory building or accessory structure shall be located closer to the Ordinary High Water Line (OHWL) on a lakeshore lot than the average lakeshore setback line. This does not apply to patios and other accessory structures less than 42 inches above existing grade; stairways, lifts, landings (as regulated under Section 78-1282); or lockboxes, flagpoles, and pump houses (defined as water -oriented accessory structures in Section 78-1281). Further, the average lakeshore setback shall apply only to classified lakes and shall not apply to tributaries. In situations where improvement is proposed on a lot adjacent to a vacant lot or right-of-way, the average lakeshore setback shall be equivalent to the setback of the most lakeward protrusion of the principal building on the immediately adjacent improved lakeshore lot. b. In situations where the average lakeshore setback line bisects the principal building located on either of the adjacent lakeshore lots, the next most adjacent lakeside point of the bisected principal building shall be used to determine the average lakeshore setback. If the adjusted line continues to bisect the principal building, the next, most lakeside point of that principal building shall be used until the setback line does not bisect the principal buildings on either of the adjacent lakeshore lots. 66 DEPARTMENT OF NATURAL RESOURCES 1801 South Oak Street Lake City, MN 55041 February 26, 2025 Laura Oakden Community Development Director City of Orono 2750 Kelley Parkway Orono, MN 55356 Re: Conditional Approval of City of Orono Shoreland Ordinance Amendment Dear Laura Oakden: Thank you for sending your proposed shoreland ordinance amendment to the DNR for conditional approval review. I am pleased to inform you that the proposed amendment is substantially compliant with the statewide rules (MR 6120.2500 — 6120.3900) and hereby approved, provided the conditions of approval in this letter are met. Ordinance Evaluation We have reviewed the following section you propose to amend, which was received on February 24, 2025, for compliance with state shoreland rules. Our conditional approval only applies to the specific sections listed below. • Section 78-1279 The proposed amendment is attached. Conditions of Approval The following conditions must be met before the DNR will issue final approval: 1. Return the attached "Ordinance Processing Checklist" and documents identified on the checklist. Next Steps Following are the steps for completing and receiving final DNR approval for your amendment: 1. The city council adopts the amendment. 2. Email the completed Ordinance Processing Checklist (attached) and the documents identified on the checklist within 10 days of city council adoption to: a. northmetroareahydro.dnr@state.mn.us b. Ordinance.review.dnrlcDstate.mn.us 67 3. We will review the amendment adopted by the city council for consistency with the above conditions. 4. If the adopted amendments are consistent with the conditions, I will send you a "final approval" letter. State rules require DNR final approval of shoreland ordinances and amendments for those ordinances to be effective. A shoreland ordinance is an important land use regulation that helps to protect surface water quality, near -shore habitat, and the scenic character of Minnesota's public waters. We appreciate your efforts to protect these resources for all present and future Minnesotans. Sincerely, )n 9C, )WOV11p, Megan Moore District Manager Attachments: Proposed Ordinance with DNR comments Ordinance Processing Checklist Dan Scollan, DNR Area Hydrologist northmetroareahydro.dnr@state.mn.us Ordinance.review.dnr@state.mn.us 68 Sec. 78-1279. Placement of buildings and structures on lots. When more than one setback applies to a site, buildings, structures, and facilities must be located to meet all setbacks. Buildings and structures shall be located as follows: (1) Building, structure, and on -site sewerage system setbacks (in feet) from ordinary high water level: Public Water Classification Setbacks Building/Structure Sewage Treatment System Unsewered Sewered NE 150 150 150 RD 100 75 75 GD 75 75 1 75 Tributary 100 75 1 75 (2) Additional building and structure setbacks. The following additional setbacks apply, regardless of the classification of the water body: Setback from: Setback (in feet) Top of bluff 30 Unplatted cemetery 50 Right-of-way line of federal, state or county highway and local public and private roads 30* * Except for accessory buildings on lakeshore lots as regulated in this chapter and except for buildings and structures subject to less restrictive side yard adjacent to street setbacks as regulated in the various zoning districts. (3) Bluff impactzones. Buildings, structures and accessory facilities, except stairways, landings and lock boxes, must not be placed within bluff impact zones. (4) Uses without water -oriented needs. Uses without water -oriented needs must be located on lots or parcels without public waters frontage, or, if located on lots or parcels with public waters frontage, must either be set back double the normal ordinary high water level setback or be substantially screened from view from the water by vegetation or topography, assuming summer, leaf -on conditions. (5) Fences, docks, retaining walls. No fence shall be placed within the Shore Setback zone. Portions of dock located landward of the OHWL shall be considered as a landing, subject to the regulations for landings per section 78-1282. Retaining walls within the Shore Setback zone may be permitted according to the following: A retaining wall may be constructed within the shore setback zone if it is an integral part of a permitted lake access stair and the retaining wall is designed to be the minimum size necessary. A replacement retaining wall, including a change in material, may be permitted within the shore setback zone when all of the following conditions are met: (Supp. No. 21, Update 4) The wall is under four feet in height, and in the same location, and The existing wall shows signs of failure. Created: 2025-01-06 08:14:37 [EST] Page 1 of 2 69 C. A wall within a defined bluff and bluff setback; and/or a replacement wall four feet in height or greater; and/or any new walls shall require a conditional use permit. New walls and replacement walls greater than four feet in height must meet the following conditions. The wall must be: 1. Designed to correct an established erosion problem; and 2. Suitable given the demonstrated need; and 3. Designed by a registered engineer or landscape architect, depending on project scope; and 4. Designed to be the minimum size necessary to control the erosion problem. (6) Average lakeshore setback. The average lakeshore setback line shall be a straight line connective the most lakeward protrusions of the principal buildings on the immediately adjacent lakeshore lots over the subject lakeshore lot. No principal or accessory building or accessory structure shall be located closer to the Ordinary High Water Line (OHWL) on a lakeshore lot than the average distane.^ f.-em +"^ heirel;^^ ..f tiRg PFiRGipal bHi1diRgS ^ adjacent let.-lakeshore setback line;_ This does not apply to patios and other accessory structures less than 42 inches above existing grade,-, and/er stairways, lifts, landings (as regulated under Section 78-1282); or, lockboxes, flagpoles, and pump houses (defined as water -oriented accessory structures in Section 78-1281). Further, the average lakeshore setback shall apply only to classified lakes and shall not apply to tributaries. T"@ .• - o 6-h-_ - ."li.,.. shall a. In situations where improvement is proposed on a lot adjacent to a vacant lot or right-of-way, the average 'lakeshore setback shall be equivalent to the setback of the most lakeward protrusion of the principal building on the immediately adjacent improved lakeshore lot. In situations where the average lake sherelakeshore setback line bisects the principal building located on either of the adjacent lakeshore lots, the next most adjacent lake -side point of the bisected principal building shall be used feF-to determine+gg the average lakeshore setback. If the adjusted line continues to bisect the principal building, the next, most lakeside point of that principal building +s-Wshall be used until the setback line does not bisect the principal buildings on either of the a-nradjacent lakeshore lots. (Supp. No. 21, Update 4) Created: 2025-01-06 08:14:37 [EST] Page 2 of 2 70 DEPARTMENT OF � a NATURAL RESOURCES ORDINANCE PROCESSING CHECKLIST After ordinance or amendment adoption, please complete, sign, and return this checklist with the listed documents by email to the DNR at Ordinance.review.dnr(&state.mn.us 1. Date(s) of public hearing(s). Attach the notice(s) with this checklist in PDF format. 2. Date of ordinance adoption. Attach the adopted ordinance or amendment signed by the chief elected official in PDF format. Do not include newspaper documentation of summary publications for the ordinance/amendment or of public hearings. Signature of Clerk/Zoning Administrator Name of Community Revised: 8/02/24 71 SUMMARY PUBLICATION ORDINANCE NO.313 CITY OF ORONO HENNEPIN COUNTY, MINNESOTA AN ORDINANCE UPDATING AVERAGE LAKESHORE SETBACK The City Council of Orono, Minnesota approved updates to the city code of ordinances, Land Use Title VI, Zoning Chapter 78, Shoreland Article IX on April 14, 2025 to improve interpretation. The complete text of this ordinance is available at city hall or www.oronomn.gov. CITY OF ORONO /sBob Tunheim, Mayor Attest: /s/Christine Lusian, City Clerk 72 AGENDA ITEM Date: April 14, 2025 Title: Stubbs Bay Lake Improvement Districts (LID) Presenter: Maggie Jin, Finance Director Section: Presentations Item: 12 Purpose: Stubbs Bay property owners are interested in forming a Lake Improvement District (LID) and have started a petition. Lake Minnetonka Association Director Eric Evenson and property owners from the LID will be present to provide information to the council. 2. Staff Recommendation: Provide input or direction for the Stubbs Bay Lake Improvement District. COUNCIL ACTION REQUESTED Provide input or direction for the Stubbs Bay Lake Improvement District. Exhibits A. LID General Information B. Request to Establish Stubbs Bay LID C. Stubbs Bay LID Map and Parcels D. Stubbs Bay Aquatic Plant Survey E. Stubbs Bay LID Presentation 73 1 DEPARTMENT OF NATURAL RESOURCES Forming a Lake Improvement District by Citizen Petition Purpose This document provides information for citizens interested in forming a Lake Improvement District (LID) by citizen petition. It provides information on how to scope a lake improvement plan, build community support, and submit a LID proposal to the DNR. In addition to this overview, this packet includes: • LID Glossary of Terms • LID Submittal Checklist • LID Proposal Template with Instructions • Sample Resolution of LID Establishment What is a Lake Improvement District (LID)? A Lake Improvement District (LID), as defined by Minnesota Rules 6115.0920 Subpart 7, is: "a district formed around a lake in accordance with Minnesota Statutes, sections 1038.501 to 1038.581. A lake improvement district is a local unit of government established by resolution of appropriate county boards and/or city governing bodies, or by the commissioner [DNR], for the implementation of defined lake management projects and for the assessment of the costs thereof." In short, LIDs are a special purpose type of government formed to pursue and fund programs or projects to address lake health problems, restore native habitat, or otherwise improve a lake. As such, it has some but not all the powers of a standard government and is always under the governance of the city or county with jurisdiction (the 'parent government'). LID Powers & Limitations Powers LIDs can only pursue programs and projects related to the lake AND only for projects and programs that it has been authorized to pursue. This authorization comes from the parent government when it issues a resolution of establishment for the LID. For example, a LID could pursue shoreland restoration projects because they are related to the lake. It could also pursue forest restoration away from the lake if the restoration improved the lake (for example, if it reduced nutrient runoff into the lake). In both cases, these activities would have to be authorized in the resolution of establishment. However, if the resolution of establishment only authorized the Forming a Lake Improvement District by Citizen Petition, September 2023 1 74 LID to 'manage curlyleaf pondweed', the LID could not pursue either restoration because it has not been authorized to do so. Finances As a special purpose type of government, LIDs have the ability to finance projects through various means - such as ad valorem taxes and assessments - but have no taxing authority of their own; taxes and fees are collected on their behalf by the parent government. There are also restrictions on what LIDs can spend money on, specifically: • funds must be spent on programs or projects that improve the lake; and • expenditures over a certain amount must be voted on and approved at the LID's annual meeting. Boundary Like any type of government, the LID has boundaries established at its creation. All property within the boundary is considered part of the LID. The statutes and rules written to regulate LIDs were written under the expectation that the natural hydrologic boundaries (or lakeshed) of the lake would be the default boundary. Any boundary smaller than that requires review and approval from the DNR, with ultimate approval by the parent government. Ways to Form a LID LIDs can be formed by a city or county, or by private landowners directly via citizen petition to the city or county in which the lake is located. LIDs can also be formed by the Commissioner of the Department of Natural Resources (DNR), although this has never happened. Because the LID is a special purpose type of government, its creation must follow the processes laid out in Minnesota statute. Initiation and formation by city or county resolution is outlined in Minnesota Statutes 10313.515, and initiation by citizen petition is outlined in Minnesota Statutes 10313.521. This guidance focuses only on creating a LID by citizen petition. Forming a LID by Citizen Petition The first steps in forming a LID via citizen petition are preparatory, and consist of: 1. Understanding your lake and its problems. 2. Determining the programs, projects, and courses of actions that can be realistically undertaken to mitigate the problems identified in Step 1. 3. Spending time talking with, and listening to, your neighbors about how an LID could function to address the problems. 4. Establishing a regular relationship with the city or county that would with jurisdiction over the LID. These initial steps require a great deal of time and effort, but this investment will pay off later, so take your time on them. Since the entire point of establishing a LID is to improve the lake and mitigate its problems, you'll need to have a deep understanding of what those problems are. Similarly, every lake is different, and a realistic Forming a Lake Improvement District by Citizen Petition, September 2023 2 75 course of action for one lake may not work for another. For example, if your lake has a maximum depth of less than 20 feet and is almost entirely vegetated, it will never be an open water recreational paradise for high-speed watercraft. To learn more, talk to your DNR Area Hydrologist, local Soil and Water Conservation District, and/or your local watershed district or watershed management organization (if applicable). The following links will also take you to resources where you can learn more about your lake and how to help it: • The Watershed Health Assessment Framework (WHAF) (Click on "WHAF for Lakes.")(MN DNR) • Minnesota Climate Trends Resources (MN DNR) • Minnesota Natural Shoreline Resources (MN DNR) • Lakefinder (MN DNR) • Lake and Flood Elevations (LFEO; MN DNR) • MPCA Water Monitoring Resources • Minnesota Lake Water Quality (MPCA) • Understanding Lake Ecology (USEPA) • Water on the Web • Information on Minnesota Watersheds • Minnesota Aquatic Invasive Species Research Center (University of Minnesota) • Streambank and Shoreline Restoration (BWSR) Investing in time talking with your neighbors about the lake and what a LID can do for it and getting their support is critical to its successful establishment and operation. These are the people that you will be petitioning for signatures in support of founding the LID, and if the LID is established, they will be your fellow citizens in it. They will be paying fees, assessments, or levies to fund the LID's programs, which may be met with opposition if people don't understand the benefits of the proposed LID's programs, or if they think that they have been ignored in this process. People who feel ignored or left out may even get a newly established LID terminated by calling for a referendum to vote on its establishment, or they may be less willing to actively participate in the operation of the LID or serve on the Board of Directors. It also pays off to invest a significant amount of time early in the process working with your city or county staff. The city or county will collect fees on the LID's behalf, provide you with much of the information needed to complete the formation process (such as parcel data), carry out various supervisory and administrative tasks related to the LID's functioning, and make the decision on whether to establish the LID. This relationship is critical to the success of the LID. After you have completed this preparatory work, you can proceed with assembling the information required by Minnesota statutes and rules for a "Proposal to Form a LID by Citizen Petition." These items are listed in the Lake Improvement District Submittal Checklist included in this packet. Once you have assembled all the required information into an organized document proposal with section headings and table of contents, it will be submitted to the city or county for signature verification. This submittal begins the official sequence of events that will determine whether the LID is approved and established as provided in Figure 1. A template for assembling a proposal, along with instructions, is included in this packet. Forming a Lake Improvement District by Citizen Petition, September 2023 3 76 Lake problems/improvements identified, projects conceived and researched to address problems/improve lake, PROPOSAL written detailing problems/improvements/scope of work necessary and for which the LID is being sought PETITION Signed by Majority of Property Owners LGU Verifies COMPLETE PROPOSAL* is Filed DNR Begins Review, Signatures on With LGU and Copies Emailed to Prepares and Submits PETITION DNR/MPCA within 5 Days M, Advisory Report Public Hearing, Testimony LGU Approves Or Approved F= Disapproves Not Approved 61 � Establishment Referendum Yes No Opposing LID `= Formation? Referendum Passes? Conclusion A LID is a special purpose type of government, and its purpose, formation, and operation must be carefully articulated, designed, and evaluated. The preparatory work and information required for a LID proposal is essential for an LID to function effectively and successfully, for city or county oversight, and for the DNR to evaluate the proposed plans and activities and provide the proposers with a useful advisory report. A thorough and well -crafted proposal will ultimately result in a more successful LID and a better lake. For further information, please contact Kathy Metzker, DNR Shoreland Hydrologist, at Kathleen.metzker@state.mn.us. Forming a Lake Improvement District by Citizen Petition, September 2023 5 78 April 7, 2025 Dear Mayor and Council Members: We are requesting the City of Orono to support the establishment of a "Stubbs Bay Lake Improvement District" (Stubbs Bay LID) as proposed below and as authorized by Minnesota Statute § 10313.501-10313.581 and Minnesota Statute § 459.20. The Stubbs Bay LID is needed to provide equitable and stable, ongoing funding for Stubbs Bay residents to manage existing aquatic invasive species (AIS), such as Eurasian water milfoil and curly leaf pondweed, and be positioned to deal with future AIS threats. In the past, voluntarily funded bay -wide treatments have been successful in controlling Eurasian water milfoil and curly leaf pondweed; however, relying solely on voluntary funding is not a sustainable nor a reliable strategy to address future AIS prevention and control needs. It is hoped a LID can be established to oversee treatment programs beginning in 2026. Absent these treatments, Eurasian water milfoil and other invasive weeds will dominate Stubbs Bay to the detriment of property values, recreation, water quality, ecological health, and lake aesthetics. Stubbs Bay property owners, all city residents, and anyone who recreates or enjoys Stubbs Bay will benefit from the proposed Stubbs Bay LID. The LID will provide homeowners the ability to control invasive weeds, restore native ecology, improve fisheries, improve water quality, and improve recreational use. The Stubbs Bay LID will be funded by only by the property owners on Stubbs Bay or who have deeded access to the bay. The proposed boundary map and list of addresses of the Stubbs Bay LID are attached. By statute, the majority of effected property owners must agree to the formation of a LID. We have already acquired all of the signatures needed to petition the city for a LID (attached) and are continuing to gather more signatures. We are now asking the City of Orono to issue a "A Resolution of Intent Regarding the Establishment of a Stubbs Bay Lake Improvement District and hold a public hearing to establish the Stubbs Bay LID. Additional information is attached regarding LIDS. Residents from Stubbs Bay and representatives from the Lake Minnetonka Association will be available during the April 14th Orono City Council meeting to provide additional information and to answer any questions you may have. Sincerely, X, e� — Karena Casey, Bay Captain for Stubbs Bay and Stubbs Bay Resident Lee Harrell, Secretary./Treasurer Lake Minnetonka Association and Stubbs Bay Resident Stubbsbay.org cc. Adam Edwards, Maggie Jin Hennepin County Locate & Notify Map Date: 4/6/2025 Buffer Size: 1 0 205410 820 Feet Map Comments: I I I I I I I I I Stubbs Bay LID Aerial This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIs Office 300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us 80 Hennepin County Locate & Notify Map Date: 4/6/2025 r4r Ord+{ i Stubbs Bay m is _ c 0 r �f Q Buffer Size: 1 0 205410 820 Feet Map Comments: I I I I I I I I I Stubbs Bay LID This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. For more information, contact Hennepin County GIs Office 300 6th Street South, Minneapolis, MN 55487 / gis.info@hennepin.us 81 PID 38 05-117-23 130016 38 05-117-23 130037 38 05-117-23 130042 38 05-117-23 130043 38 05-117-23 130044 38 05-117-23 13 0045 38 05-117-23 130047 38 05-117-23 130048 38 05-117-23 210024 38 05-117-23 21 0025 38 05-117-23 22 0011 38 05-117-23 23 0006 38 05-117-23 23 0007 38 05-117-23 23 0010 38 05-117-23 23 0013 38 05-117-23 23 0014 38 05-117-23 23 0015 38 05-117-23 23 0037 38 05-117-23 23 0039 38 05-117-23 23 0043 38 05-117-23 23 0044 38 05-117-23 23 0046 38 05-117-23 24 0069 38 05-117-23 24 0111 38 05-117-23 24 0119 38 05-117-23 32 0001 38 05-117-23 32 0002 38 05-117-23 32 0003 38 05-117-23 32 0004 38 05-117-23 33 0005 38 05-117-23 33 0008 38 05-117-23 33 0009 38 05-117-23 33 0010 38 05-117-23 33 0011 38 05-117-23 33 0012 38 05-117-23 33 0013 38 05-117-23 33 0014 38 05-117-23 33 0015 38 05-117-23 33 0016 38 05-117-23 33 0017 38 05-117-23 34 0001 38 05-117-23 34 0002 38 05-117-23 34 0003 38 05-117-23 34 0004 38 05-117-23 34 0005 ADDRESS 3510 BAYSIDE RD 3465 EASTLAKEST 3464 EASTLAKEST 3444 EASTLAKEST 3424 EASTLAKEST 38 ADDRESS UNASSIGNED 38 ADDRESS UNASSIGNED 38 ADDRESS UNASSIGNED 3625 EILEEN ST 3640 BAYSIDE RD 175 LANDMARK DR 3845 BAYSIDE RD 3855 BAYSIDE RD 3865 BAYSIDE RD 340 WESTLAKE ST 348 WESTLAKE ST 356 WESTLAKE ST 255 LANDMARK DR 332 WESTLAKE ST 364 WESTLAKE ST 372 WESTLAKE ST 365 WESTLAKE ST 38 ADDRESS UNASSIGNED 3775 BAYSIDE RD 38 ADDRESS UNASSIGNED 420 TONKAWA RD 460 TONKAWA RD 500 TONKAWA RD 550 TONKAWA RD 650 TONKAWA RD 678 TONKAWA RD 670 TONKAWA RD 680 TONKAWA RD 684 TONKAWA RD 690 TONKAWA RD 692 TONKAWA RD 700 TONKAWA RD 712 TONKAWA RD 660 TONKAWA RD 640 TONKAWA RD 722 TONKAWA RD 720 TONKAWA RD 724 TONKAWA RD 740 TONKAWA RD 746 TONKAWA RD CITY -STATE -ZIP ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 00000 ORONO MN 00000 ORONO MN 00000 ORONO MN 55359 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 00000 ORONO MN 55356 ORONO MN 00000 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 W 38 05-117-23 34 0006 38 05-117-23 34 0007 38 05-117-23 34 0008 38 05-117-23 34 0009 38 05-117-23 34 0010 38 05-117-23 34 0011 38 05-117-23 34 0012 38 05-117-23 34 0013 38 05-117-23 410010 38 05-117-23 410011 38 05-117-23 410022 38 05-117-23 410023 38 05-117-23 410024 38 05-117-23 410029 38 05-117-23 43 0002 38 05-117-23 43 0003 38 05-117-23 43 0005 38 05-117-23 44 0007 750 TONKAWA RD 760 TONKAWA RD 770 TONKAWA RD 774 TONKAWA RD 780 TONKAWA RD 835 PARTENWOOD RD 855 PARTENWOOD LA 875 PARTENWOOD LA 475 OXFORD RD 495 OXFORD RD 405 OXFORD RD 425 OXFORD RD 555 OXFORD RD 575 OXFORD RD 865 PARTENWOOD RD 815 PARTENWOOD RD 3400 FOX ST 3345 FOX ST ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 ORONO MN 55356 83 0 freshwater SCIENTIFIC SERVICES 2024 Aquatic Plant Survey Stubbs Bay (Lake Minnetonka) (#27-0133) Surveyed July 25, 2024 All, Survey, Analysis, & Reporting by: James A. Johnson — Freshwater Scientific Services, LLC Certified Lake Manager C� 'LAW w .NALMS.org Z © 2024 — Freshwater Scientific Services, LLC (4xmylake.com 15771 Creekside Lane Osseo, MN 55369 james@freshwatersci.com (651) 336-8696 Page 1 of 12 84 Aquatic Plants in Stubbs Bay (Lake Minnetonka) - Hennepin County, MN - July 2024 Survey & Analysis Methods Point -Intercept Survey We surveyed the aquatic plant community of Stubbs Bay (Lake Minnetonka) on July 25, 2024 using the point -intercept survey method described by Madsen (1999). This survey incorporated assessments at 135 sample points arranged in a uniform grid (65-m spacing) over the portion of the bay shallower than 20 ft (Figs 1 and 2). At each designated sample location, we collected plants using a double -sided 14-tine rake on a rope. For each rake sample, we dragged the rake over the lake bottom for approximately 5 ft before retrieving. Retrieved plants were piled on top of the rake head and assigned density scores from 1 to 4 based upon rake head coverage (Fig 3) for each individual species and for all plants collectively. We calculated the littoral frequency (<-15 ft, % occurrence) and littoral mean plant abundance (density score) for each encountered plant species, as well as bay -wide and littoral community metrics (Tables 1 and 2). Plant species that were observed growing within 10 ft of a sample point but not retrieved on the rake were given a rating of zero for that location. These "zero" species were noted as being present, but these "zero" ratings were excluded from calculations of plant community metrics and statistics (not treated as denoting presence). At each location, we also documented water depth and overall plant height. Figure 1. Sampled points for Stubbs Bay in 2024; area deeper than 20 ft shaded © 2024 - Freshwater Scientific Services, LLC Figure 2. Number of locations sampled within successive 3-ft depth zones. (Stubbs Bay, 2024) 30 20 10 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) Page 2 of 12 85 Aquatic Plants in Stubbs Bay (Lake Minnetonka) - Hennepin County, MN - July 2024 Results Aquatic Plant Community of Stubbs Bay Table 1. Littoral frequency (% occurrence) and abundance (mean density score) of plant species found during the July 2024 survey of Stubbs Bay. % Occurrence and mean density (0-4 scale) were calculated using all littoral points (water depth <_15 ft). "P" denotes taxa that were observed growing but not retreived in any rake samples. PLANT TAXA COMMON NAME % Occurrence Littoral Density SUBMERSED TAXA Ceratophyllum demersum Coontail 64 1.7 Potamogeton zosteriformis Flat -stem pondweed 18 0.2 Myriophyllum spicatum Eurasian watermilfoil 11 0.1 Heteranthera dubia Water stargrass 6 0.1 Chara sp. Muskgrass 4 0.1 Stuckenia pectinata Sago pondweed 4 <0.1 Potamogeton crispus Curly -leaf pondweed 4 <0.1 Potamogeton pusillus Small pondweed 4 <0.1 Elodea canadensis Canadian waterweed 3 <0.1 Najas flexilis Slender naiad 3 <0.1 Potamogeton richardsonii Clasping -leaf pondweed 2 <0.1 Potamogeton amplifolius Large -leaf pondweed 1 <0.1 Ranunculus aquatilis Stiff water crowfoot 1 <0.1 Vallisneria americana Wild celery 1 <0.1 Potamogeton illinoensis Illinois pondweed P - FLOATING & EMERGENT TAXA Lemna trisulca Star duckweed 28 0.3 Nymphaea odorata White waterlily 11 0.1 Lemna minor Small duckweed 2 <0.1 Schoenoplectus acutus Hardstem bulrush 2 <0.1 Typha sp. Cattail P - © 2024 - Freshwater Scientific Services, LLC Page 3 of 12 86 Aquatic Plants in Stubbs Bay (Lake Minnetonka) — Hennepin County, MN — July 2024 Table 2. Summary of plant community metrics for the 2024 survey conducted on Stubbs Bay SURVEY RESULTS JULY 2024 BAY -WIDE METRICS Bay Area (acres) 143 Total Points Sampled 135 • Bay Vegetated 56% • Bay with Veg. to Surface 20% Max Depth of Growth (95%) 8.7 ft # Native Taxa 18 # Non -Native Taxa 2 LITTORAL METRICS (515 ft) Littoral Area (acres) 119 Littoral Points Sampled 112 % Littoral Points Vegetated 68% Mean Littoral Plant Height (ft) 1.7 ft % of Max Littoral Biovolume 17% Mean Native Taxa / Point 1.5 Simpson's Diversity ((1-D)*100) 80.0 Floristic Quality (FQI) 19.9 AMCI Score (Nichols et al. 2000) 45 Figure 3. Rake density scores used to assess plant abundance during point -intercept surveya Density Rake Description Score Coverage 1 Only a Few plants retrieved Full length of rake head 2 covered, but tines only partially covered 3 Plants completely cover the rake head and tines Enough plants to cover 4 rake head and tines multiple times © 2024 — Freshwater Scientific Services, LLC References Madsen JD. 1999. Point intercept and line intercept methods for aquatic plant management. APCRT Technical Notes Collection. U.S. Army Engineer Research and Development Center, Vicksburg, MS. Nichols SA, Weber S, Shaw B. 2000. A proposed aquatic plant community biotic index for Wisconsin Lakes. Env Manage 26: 491-502. Page 4 of 12 87 Aquatic Plants in Stubbs Bay (Lake Minnetonka) - Hennepin County, MN - July 2024 Stubbs Bay - Aquatic Plant Community All Aquatic Plants Density (0-4) x No Plants • 1 0 • 3 0• • •00 4 •• x x x > x x x x x x x x x x x xa x • x x x x 0 x x x x x �0 X X X X C� X • • X • X � • • X Native Plant Diversity 000 Native Taxa 0 • • • • • per Point • • • • x • • • x None • • x x x • • • • x x x x x x x x x x • 2 • • X X • 3 X Xa X � • X X X X 4 • X X X X X 5 x x x x• • 6 x x x • X 7 • x 00 © 2024 — Freshwater Scientific Services, LLC 100% 80% 0 I 60% W 0 > 40% 0 20% 0% 03 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 78 16 w 14 w 12 IL O10 W g W m � 6 z 4 2 0 03 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 10 9 M 8 W W z 0 6 U z 5 W xz 4 FQ 3 2 a z 1 0 0 2 4 6 8 10 12 14 16 18 20 DEPTH (ft) Surveyed: July 25, 2024 Methods: Point -intercept / Rake Surveyor: JA Johnson Certified Lake Manager x www.iVALMS.org Page 5 of 12 88 Aquatic Plants in Stubbs Bay (Lake Minnetonka) — Hennepin County, MN — July 2024 Stubbs Bay - Invasive Aquatic Plants Curlyleaf Pondweed Density (0-4) • O 0®00 X No Plants • 004 • ® 0 .1 0•. •�� • 2 x x x > • 3 x x x x x x x x 4 00 x x • x xa x . • • x x x x J y • x x x x 2 4 x •• x x x x • x • • x • x � • • x Eurasian Watermilfoil Density (0-4) X No Plants • 2 • 3 04 x © 2024 — Freshwater Scientific Services, LLC Curlyleaf Pondweed (Spring Delineation) De 0 O O Eurasian Watermilfoil (Spring Delineation) 0 • Density • • 2 ' 03 • may. i abw so Page 6 of 12 89 Aquatic Plants in Stubbs Bay (Lake Minnetonka) — Hennepin County, MN — July 2024 Stubbs Bay - Na tive Aqua tic Plants Coontail Density (0-4) O O��O X vicinity '2 �®® 0 • 1 1 • 2 ®• •• • 3 4• 0 4 •• Flat -Stem Pondweed Density (0-4) • X In vicinity • 1 • 2 • 3 04 © 2024 — Freshwater Scientific Services, LLC Yo Occurrence 100% 80% W U w 60% o! v 40 % O 0 20% 0% ■ Coontail 03 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 4.0 3.0 N z C 2.0 z w f 1.0 0.0 03 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 100% 80% a 20% 0% Yo Occurrence { ■ Flat -stem pondweed 03 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 4.0 Abundance ■Flat -stem pondweed 3.0 z z LU 0 2.0 z Q f 1.0 0.0 03 33 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) Page 7 of 12 90 Aquatic Plants in Stubbs Bay (Lake Minnetonka) - Hennepin County, MN - July 2024 Stubbs Bay- Native Aquatic Plants Water Stargrass Density (0-4) X In vicinity 1 • 2 04 Muskgrass (Chara) Density (0-4) X In vicinity • 1 • 2 • 3 4 r— © 2024 - Freshwater Scientific Services, LLC 100% % Occurrence ■ Water stargrass 80% w z W 60% o: v 40% 0 a zo% 0% 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 4.0 Ab u n dan ce • Water stargrass 3.0 U) z LU ❑ 2.0 z w 1.0 0.0 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 100% 80% w 0 W 60% o: cvi 40% 0 0 20% 0% 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 4.0 3.0 U) z 0 2.0 z i 1.0 0.0 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) Page 8 of 12 91 Aquatic Plants in Stubbs Bay (Lake Minnetonka) - Hennepin County, MN - July 2024 Stubbs Bay- Native Aquatic Plants Sago Pondweed Density (0-4) x x x X In vicinity • 1 • 2 • 3 • 4 Slender Naiad Density (0-4) X In vicinity • 1 • 2 3 /4 © 2024 - Freshwater Scientific Services, LLC 100 % Occurrence ■Sago pondweed 80 w 0 w 60 % Ix W v 40 % 0 20 % 0% 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 4.0 Abundance ■Sago pondweed 3.0 t= Z z Ui 0 2.0 z w 1.0 0.0 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 100% % Occurrence ■Slender naiad 80% w 0 W 60% W 40% 0 e 20% 0% 03 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 4.0 Abundance ■ Slender naiad 3.0 Y m z LU O 2.0 z a w f 1.0 0.0 03 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) Page 9 of 12 92 Aquatic Plants in Stubbs Bay (Lake Minnetonka) — Hennepin County, MN — July 2024 Stubbs Bay - Native Aquatic Plants Clasping -Leaf Pondweed Density (0-4) X In vicinity • 1 • 2 • 3 04 Large -Leaf Pondweed Density (0-4) X In vicinity • 1 • 2 • 3 • 4 100 %Occurrence ■ Clasping -leaf pondweed 80% w 0 w 60% Ix v 40% 0 e 20% 0% 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 4.0 3.0 0.0 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 100% % Occurrence ■ Large -leaf pondweed 80% W 0 w 60% W 0: tvi 40 % — 0 e 20% 0% 03 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 4.0 n i......a.,--- ■ Large -leaf pondweed 3.0 Y z Z 0 2.0 z w i 1.0 :07 0.0 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) © 2024 — Freshwater Scientific Services, LLC Page 10 of 12 93 Aquatic Plants in Stubbs Bay (Lake Minnetonka) — Hennepin County, MN — July 2024 Stubbs Bay- Native Aquatic Plants Stiff Water Crowfoot Density (0-4) X In vicinity • 1 • 2 • 3 0 4 u Wild Celery Density (0-4) X In vicinity • 1 • 2 • 3 40 4 U x © 2024 — Freshwater Scientific Services, LLC 100% % Occurrence ■ Stiff water crowfoot 80% w U w 60 % z v 40 % 0 20% 0% 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 4.0 Abundance ■ Stiff water crowfoot 3.0 U) z 0 2.0 z w m 1.0 0.0 ' — 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 100% 80% w U w 60% CC) 40% 0 e 20% 0% 0-3 3.6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) 4.0 3.0 rn z 0 2.0 z 1.0 0.0 0-3 3-6 6-9 9-12 12-15 15-18 18-21 21-24 DEPTH ZONE (ft) Page 11 of 12 94 Aquatic Plants in Stubbs Bay (Lake Minnetonka) — Hennepin County, MN — July 2024 Stubbs Bay - Native Aquatic Plants Illinois Pondweed White Waterlily •X X d Hardstem Bulrush O x • • X • X Density (0-4) v X In vicinity x • 1 • 2 • 3 04 Cattail Cr © 2024 — Freshwater Scientific Services, LLC Page 12 of 12 X 95 Citizen Proposal to Establish Lake Improvement District (LID) on Stubbs Bay Karena Casey, Stubbs Bay Lee Harren, Stubbs Bay Eric Evenson, Lake Minnetonka Association 96 Stubbs Bay Lake Improvement Districts (LIDS) WHAT IS A LID • LIDs are analogous to a homeowner's association • Initiated by citizen petition • Stubbs Bay LID will ONLY be used for BAY -WIDE invasive weed and water quality management • All property tax payers who own property on the bay or have deeded access are members • Two LIDs already exist on Lake Minnetonka (St. Albans Bay and Carmans Bay) • Cities typically serve as fiscal agents for the LID 97 WHY IS A LID NEEDED FOR STUBBS BAY The bay is infested with invasive curlyleaf pondweed, Eurasian water milfoil, and (possibly) other AIS. Voluntary fund raising for treatments is not sustainable LIDs provide an equitable and effective way to fund bay -wide treatments, reduce homeowner costs for invasive weed control, improve bay health, benefit property sales/value Everyone who owns property on or uses Stubbs Bay will benefit Initial cost of a LID will be about $200/property initially but after � invasive plants are under control, the cost will drop Watersheds and the LMCD do not fund invasive weed mgt., only small amount of grants available from the DNR m url leaf Eondweed (Spring Delineation) Density Eurasian laterm i Ifoi I (Spring Delineation) Density * 1 Ik 2 3 In i w a Pi:] Map of the Proposed >tubbs Bay LID 1 01 HOW IS A LID FORMED Requires the majority property owners to sign a petition Requires public hearing/City approval Approved by MnDNR (lots of paperwork!!) Managed by a board made up of people who own property on the baN� First board is appointed by cities and elected by LID members thereafter NEXT STEPS May 12th Council Meeting -City formally accepts (or rejects) signatures on petition, schedules a public hearing notices May 13t" at 10 am -Send out Public Hearing notice for May 17th edition May 26th at 10 am -Send out Public Hearing notice for May 24th edition June 2nd -Send City items to include in the June 9th Council meeting June 9th Council Meeting -Public Hearing (must fall within 30 days of complete petition/proposal) and Council to accept the certified petition and approve resolution establishing the LID (June 23rd backup date). Must also have approval by i DNR at this time. July 1 St - City sends information to County to establish LID to certify for 2026 property tax roll. MN Statu Statute 275.067. AGENDA ITEM Date: April 14, 2025 Item: 13 Title: LA24-000054, 430 Old Crystal Bay Road North, Conditional Use Permit, Preliminary Plat, and Site Plan Review Presenter: Laura Oakden, Community Development Director Section: Community Development Report Purpose: The applicant is requesting a Conditional Use Permit, Preliminary Plat approval, and Site Plan approval for an eighty-five (85) unit Garage Condo development. 2. MN§15.99 Application Deadline: The application was submitted on December 12, 2024 and deemed complete on January 9, 2025. The application was granted an administrative extension which expires May 5, 2025. 3. Background: The proposed Garage Condo development will access off of Orono Industrial Boulevard to be constructed on the north side of the roughly 5-acre parcel. The Applicant provided a narrative describing the proposed 85-unit Garage Condo development. The units will be sized between 750-1450 square feet for garage storage. The project is proposed as a condominium format. The Developer/Owner Association (OA) will own the land and the individual condo units will be for the personal use of each owner. Each unit is proposed to have developer -installed utility connections for water and sewer and can be customized by the owners to include additional amenities such as bathrooms, kitchens, and/or washers/dryers. The common spaces on the property will be managed by the Owner Association which will provide for general maintenance and stormwater drainage of the site determined by the Developer and outlined in the OA Covenant documents. The development will not have customer -facing retail or commercial uses. Following Planning Commission's direction, the applicant submitted an amended proof of parking plan. The Council should review and discuss the amended plan against the direction provided by the Planning Commission on March 10, 2025. Staff has reviewed the plan and included an analysis as an attached exhibit. The council should consider the amendment and clarify the following: • Is off-street parking necessary for the proposed use? • Does the council find the amended plan reasonable? • Should the developer in stall the parking with the development? 4. Analysis: The proposed development includes creation of garage condominium units. Platting is required to create the individual garage units so they may be sold individually similarly to a residential condominium development. The land will be owned and managed by the developer or the development/owner association as "common space". The shared common area consists primarily of drive aisles, parking, and green spaces which are not intended to be used for storage or warehousing, or any commercial or industrial activity. 103 The project will connect to the city's water and sewer infrastructure; a stormwater plan including stormwater ponds is also proposed. A development agreement or Site Improvement Plan will be required to define the responsibilities for installation of the utility/stormwater improvements; easements will be dedicated for drainage, utilities, and access throughout the property and development fees relating to the utility connections will be required. As submitted, the application meets the Conditional Use Permit standards (Exhibit B). Staff identified six (6) conditions that should run with the land use and should be considered as part of a motion for approval for the application: 1. Approval of the CUP will be conditioned upon preliminary and final plat approval. 2. All permitting from MCWD and other agencies must be obtained prior to issuance of building permits. 3. Any changes to or intensification of the use may trigger additional council review and approval. 4. All city staff comments must be addressed prior to placement on the City Council's agenda for final plat review. 5. The hours of operation for the site are set as 6am - 1 Opm 7-days a week. 6. The premises shall not be used or customized for residential living purposes or community gatherings or events. Events in this context means: outdoor activities on the property, such as promotional events, gatherings, demonstrations, displays or other activities which affect any easement or use right, obstruct driveways, access roads, or Common Elements. Planning Commission Vote and Comment: The Planning Commission reviewed the applicant's request at the February 18, 2025 Planning Commission meeting where a public hearing was held. Two letters from the public were submitted for review; there were no public comments during the meeting. The Commission discussed the proposal and requested additional information about the use of the site, maneuverability plan, parking plan, timeline, and construction phasing. The project was ultimately tabled and the Commission directed the applicant to provide updated information addressing several issues. (Video) (Staff Report) The applicant provided updated or additional information for review at the March Planning Commission meeting, including photos of other garage condos in the Twin Cities area for comparison, construction plans, civil plans, renderings and a traffic study for the site. The Planning Commission reviewed the additional information and discussed the need to address off-street parking. The Commission determined that off-street parking for the site should be provided and gave direction to the applicant to amend there plan. Additionally, the commission commented on the amount of building area on the size and the demand of parking. The Commission overall did support the use for the site. (Video) (Staff Report) Due to the timing of the application and the additional direction for a parking plans, the planning commission determined they did not have enough information to approve the project as applied. The Planning Commission recommended denying the application as applied to move the project to the city council with the direction to amend their plans to address off-street parking. 6. Public Comment: We have received two comments from two members of the public that were included in the February 18, 2025 Planning Commission packet and are attached herein as exhibits. No comments were submitted for the March 10, 2025 Planning Commission meeting. 104 Staff has received five additional public comment submittals, they are included in your packet. 7. Staff Recommendation: Staff is recommending the City Council review the project review criteria and reference in Exhibit B. An updated Proof of Parking Plan was submitted by the applicate and City Staff provided additional research from other cities regarding off- street parking requirements from similar garage condo developments. COUNCIL ACTION REQUESTED If the Council agrees that criteria for the conditional use permit are met; Council should direct staff to draft a resolution approving the Conditional Use Permit. Preliminary Plat, and Site Plan Review with the conditions identified above. Exhibits A. Narrative and Application B. CUP and Site Plan Criteria Analysis C. Parking Analysis Follow Up D. Survey and Proposed CIC Preliminary Plat E. Civil and Structural Plan Sets F. Parking Exhibit 4.10.25 H. Trip Generation Study G. Maneuverability and Circulation Plan I. Landscape Plan J. Lighting Plan (Original Submittal) K. Site Renderings L. Picture and Examples M. Aerial Images N. Declaration for Orono Garage Condos O. Staff Comments 4.8.25 P. Public Comments (7 Written Comments) 105 Project Narrative for Industrial Garage Condos Development at 430 Old Crystal Bay Road, Orono, MN Project Overview: Our proposed development at 430 Old Crystal Bay Road in Orono, Minnesota, consists of 85 industrial garage condos designed as storage and warehousing spaces. The units range in size from approximately 800 to 1,450 square feet and come equipped with essential utilities such as heating, electricity and plumbing capability. These units are ideal for both individuals and sole -proprietors needing secure storage and/or staging areas for materials and equipment. The project aims to fill a significant gap in the local market for high -quality, utility -equipped storage solutions while adhering to the area's zoning regulations. The project will be constructed in 2 or 3 phases. Phase 1 will include the first two buildings and up to 35 units. Phase 2 will be 40-50 units depending on if it will include the last 2 or last 3 buildings. Phase 3 will be 10 units if it's not included in Phase 2. Location & Target Market: Situated within an industrially zoned area at 430 Old Crystal Bay Road, this development is strategically positioned to serve primarily individuals and also sole -proprietors in the surrounding community. Notably, the site's proximity to numerous lakes in the Orono area, including Lake Minnetonka and Long Lake, makes it an ideal location for climate -controlled boat storage, catering to boat owners who need a secure and convenient place to store their vessels all year round without needing a slip or winterization/start up. These storage solutions are also ideal for RVs and other vehicles that require more space and/or amenities. On top of those use cases, these storage solutions also work well for sole proprietor -style businesses such as plumbers, electricians, and logistics that require a place to store and stage materials and equipment. This development is not intended for customer -facing business operations but rather as a functional space to store and manage inventory, tools, and other business -related assets. Business Model: Each garage condo will be individually sold, allowing owners the flexibility to use the space for storage and operational support without the burden of renting. Our marketing strategy focuses on reaching potential buyers in Orono and neighboring areas through social media and local advertising outlets. Unlike traditional rental storage units, these garage condos offer an ownership -based model that provides a tax -advantaged, long-term, secure asset for individuals and sole proprietors. We will have at least 1 model unit setup temporarily and sales showings will be by appointment only. A temporary banner may be installed during construction and used for promotional purposes. Alignment with Zoning and Community Needs: This project is designed to align with the Industrial District zoning designation of the site at 430 Old Crystal Bay Road by focusing exclusively on permitted storage and warehousing uses. The proposed garage condos strictly adhere to this purpose by offering secure, utility -equipped storage spaces and have clear guidelines and covenants for use that each owner will be required to agree to as part of their purchase. Community Integration & Aesthetics: 106 The design of this development thoughtfully considers the character of Orono, featuring quality materials and landscaping that create an environment blending both functionality and visual appeal. The exterior design adheres to Orono building code requirements which avoids the starkness often associated with industrial storage facilities, opting instead for an approach that incorporates modern architectural elements with a clean and polished look. This refined aesthetic subtly hints at a high -end quality without appearing out of place in the community. By striking a balance between practicality and visual harmony, the development offers a sophisticated yet unobtrusive presence, enhancing the local landscape while providing a valuable resource. Commitment to Collaboration and Compliance: We understand that the council's review of this project involves determining its fit within the existing zoning framework. We are committed to collaborating with the council to ensure that the development meets all necessary standards, including any additional requirements that may arise through this review process. We are prepared to adapt aspects of the site plan to comply with specific zoning standards related to material use, setbacks, or other factors as directed by the council. Conclusion: Our industrial garage condo project at 430 Old Crystal Bay Road in Orono is a thoughtfully designed development that addresses a clear local need for larger, more robust, and secure storage spaces in the surrounding area. By offering functional and utility -equipped spaces with a refined aesthetic, we aim to provide a resource that supports both individuals and sole -proprietors while enhancing the broader community. We are committed to collaborating with the city council and local stakeholders to ensure this project aligns with Orono's development goals and contributes positively to the community. This is a community that we are already a part of (one of our partners lives less than a mile away) and we would be proud and diligent to make sure it has a positive impact on the city and its residents. Thanks for your consideration. 107 Land Use Application Summary Application Date: Address: Parcel Number: Land Use Number: Application Submitted By: Owner: 12/12/2024 430 Old Crystal Bay Road North Orono, MN 55356 3311823130016 LA24-000068 Agent on behalf of property owner Name: OLD CRYSTAL BAY LLC Address: OLD CRYSTAL BAY LLC Applicant: Name: Robert Page Company: Orono Garage Condos LLC Address: 5840 Club Valley Rd Shorewood, MN 55331 robertlouis.page@gmail.com Contact Information: Associated Contact: Mark Gronberg markg@gronbergassoc.com Associated Contact: Matt Hagstrom Project Description: Land Use Application Type: Applicant Signature: Associated Contact: Associated Contact: Garage Condos Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit Site Plan Application Subdivision Application Subdivision Exception Vacation Application Variance Application � / 1 108 March 17, 2025 Updated CUP and Site Plan Review Criteria Industrial Site Plan Review/ Preliminary Plat / Conditional Use Permit Analysis Conditional Use Permit Evaluation Criteria: Section 78-823 Industrial District CUP: (a) General provisions. Within the I -Industrial District, no structure or land shall be used for one or more of the following uses without approval of a conditional use permit. The following are conditional uses in the I -Industrial District: (11) Garage condos, provided that: a) No exterior parking or storage is permitted for a period longer than twenty-four (24) hours. A parking plan must be provided to demonstrate accessibility to the site. The applicant has submitted a parking plan noting parking for each unit and additional possible additional guest parking stalls. The applicant notes that the site does not support outdoor storage or overnight parking. Additionally, the applicant notes in their covenants that no outdoor storage will be permitted. This standard it met. b) The premises shall not be used or customized for residential living purposes or community gatherings or events. The development is within the industrial district which does not support living and dwelling units. The covenant for the development includes prohibition of living/dwelling within units on site as well as event and defines events. The definition of events is included as a listed condition to clarify the use on the site. This condition is met. c) The premises shall not be used for the operation of a business for retail purposes, including but not limited to automobile repair. This does not prohibit minor maintenance, care, or upkeep of motor vehicles, boats, trailers, or recreational vehicles stored in individual units. Storage and warehousing may be permitted. The applicant states this condition is met for the proposed development. If any new or intensified uses are contemplated in the future, a review by City staff and approval by the City Council would be required. d) The management, use, and customization of the garage condos, including common areas, and individual units, shall be governed by an association, which association rules shall place adequate controls to ensure compliance with applicable city code. A draft declaration of covenants for management of the development has been submitted. This condition will be met. e) The premises shall maintain adequate access to individual units and any common areas or office space for emergency response and snow removal/storage. 109 The developers are proposing easements for access, drainage, and utilities throughout the common spaces including the drive aisles. A knox box (a secure key box that allows emergency personnel to access a building/site during an emergency) will be required at the entrance gate for emergency personnel and vehicle access. This condition is met. f) The premises shall contain sufficient lighting and/or security measures to deter or mitigate criminal activity and ensure adequate access for emergency response. Alighting plan has been provided. The property is also proposed to be fenced and gated. This condition is met. g) Any individual unit that is connected to the city sewer and water system shall have individual meters. The applicant is proposing individual water and sewer connections to serve building; and each unit will have their own meter. This conditional is met. Section 78-916 Granting of a Permit: Required conditions and policies of a conditional use permit. The burden of proof demonstrating compliance with the following criteria shall be the responsibility of the applicant. In determining whether to approve or deny a conditional use permit, the city council and planning commission shall find that the conditional use permit complies with the following criteria: (a) The planning commission may recommend and the council may grant a conditional use permit as the use permit was applied for or in modified form. On the basis of the application and the evidence submitted, the city must find that the proposed use at the proposed location is or will be: (1) Consistent with the community management plan; The proposed use is consistent with the community management plan. The garage condo proposed use is consistent with the intended Industrial use of the site. (2) Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; The proposed use meets the requirements of the Code and the Industrial District as a Conditional Use. (3) Adequately served by police, fire, roads, and stormwater management; The site is adequately served by police, fire, roads, and storm water management. The proposed site has been reviewed by the police, fire and engineering departments and the site meets to development standards to support this application. (4) Provided with an adequate water supply and sewage disposal system; The site is provided with adequate water supply and sewage disposal system for the proposed use. Staff recommends the utilities within the development be privately installed and maintained. The City will have access for shut off or emergency services. The developer will be responsible for installation and maintenance of the utility infrastructure. Each unit will be individually metered to follow the CUP standards. (5) Not expected to generate excessive demand for public services at public cost; The proposed project will be installing a storm pond. The proposed use is not expected to generate excessive demand for public services at public cost based on other similar developments' historic operating records. 110 (6) Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; The proposed use is compatible with the surrounding area and with the other Industrial uses to both the north and east of the site. There are residentially -zoned properties across Old Crystal Bay Road North. This low -intensity Industrial use could be preferable to the adjacent residential properties as compared other Industrial uses such as manufacturing or similar uses which may create more noise, pollution or other externalities. (7) Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; The design of the buildings is consistent with the architectural design standards within the industrial district and the industrial uses. (8) Compatible with the character of buildings and site improvements in the surrounding area, unless a change of character is called for in the community management plan; The design of the buildings and site are consistent with the surrounding area. (9) Not expected to substantially impair the use and enjoyment of the property in the area or have a materially adverse impact on the property values in the area when compared to the impairment or impact of generally permitted uses; This is a conditional use within the Industrial district. It will not impair the use and enjoyment of the properties in the area. The development is proposed to meet the conditions of the district. (10) Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; The proposed landscape plan indicates a variety of plantings surrounding the edge of the property creating screening for the site. The site is surrounded on two sides by industrial parcels, a state highway to the south, and a residential development to the west divided by a 66 foot -wide right-of-way (Old Crystal Bay Road N). The proposed vegetative screening and distance from the adjacent residential developments should provide adequate mitigation from any negative impacts of the site. (11) Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; The site is oriented will access off of an interior road within the industrial district. The site is designed with fencing and landscaping around the perimeter to buffer any adverse impacts. The applicant states the activity resulting from the Garage Condos will not cause a nuisance, smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, or general unsightliness. (12) Not cause excessive non-residential traffic on residential streets, parking needs that cause a demonstrable inconvenience to adjoining properties, traffic congestion, or unsafe access; The adjoining properties should not experience parking issues or traffic congestion. The proposed use is expected to have significantly less traffic than the generally allowed uses in the Industrial zoning district. The site will support the parking needs generated by the use. (13) Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; The site is being designed to enhance the natural environment with the storm water management and planting plans. The site was originally graded when the industrial district was platted in 2007 (Crystal Bay Business Center) and has been vacant with no native plantings or natural areas. (14) All exterior lighting shall be so directed so as not to cast glare toward or onto the public right- of-way or neighboring residential uses or districts; and The site is being designed to not cast glare toward public right-of-way or neighboring residential uses or districts. 111 (15) Not detrimental to the public health, public safety, or general welfare. The proposed use is not detrimental to the public health, public safety, or general welfare and is expected to less impact as a garage condo development than the generally allowed uses within the Industrial zoning district. (16) Economic return. The use will provide an economic return to the community and be commensurate with other industrial uses for which the property could feasibly be used. In considering the economic return to the city, the planning commission and city council may give weight to the sociological impact of proposed use, both positive and negative. The applicant noted the use is consistent with the industrial district and other surrounding uses. The site is screened and buffered from abutting residential districts. The use of the property will be interior to the buildings with little exterior activity thus limiting negative impacts to the surrounding area. Site Plan Analysis: Section 78-825 Lot area, height, setbacks, and lot coverage (a) Minimum Lot Area Requirement & (c) Lot Width: Industrial Lot Area Lot Width Required 40,000 s.f 200' Actual 168,929.28 s.f. (4.88 acres) 276' (d) Building Setbacks. Industrial Required Proposed Front (OCB R N) 35' 35' North Side 20' 35' South Side 20' 35' Rear (East) 20' 45' (f) Lot Coverage / Structural Coverage: Total Lot Area Permitted Proposed 212,572 s.f. (4.88 acres) 45% 95,900 s.f. (2.2 Ac) 45 Section 78-1701. Hardcover Calculations: Stormwater Total Area in Allowed Existing Overlay Proposed Hardcover Tier Hardcover Hardcover District Tier 143,589.8 s.f. 126,869 s.f./ 3.671 Acres Tier 5 168,929.28 s.f. (85 %) Vacant (75 %) Section 78-825 (e) Building height. The industrial district allows for a 40' defined building height. The lot is relatively flat. Most of the lot sits at 1025' elevation grade. The proposed first floor elevations of the 112 buildings range from 1023' to 1025'. The overall site will maintain a similar grade to the existing lot. The buildings are proposed to have a 39.5 foot peak height (measured from the first floor elevation to the top of the gable) and measure 31.75 feet to the midpoint of the roof. With the minimal grading required for the site, staff anticipates the defined height (grade to the midpoint of a gabled roof) to be approximately 32 feet. The proposed development will conform to the 40' defined height maximum. Section 78-826 —Buildine Desien and Construction: (5) Long Facades: Where large structures with overly -long facades (walls) are proposed, such as warehouses, building mass should be articulated with variations in the building plane and parapet height and through the use of other unique design or site plan features. The applicant has proposed roof gables to break up the roof mass and create interest along the roofline. Windows and/or wall breaks are proposed on the sides of the buildings. (6) Architectural design: Architectural design should create harmony through the use of different textures, complementary colors, shadow lines and contrasting shapes. The use of walls in a single color, with little detailing or completely blank is discouraged. The proposal shows a mix of materials including stone, stucco, siding, and shingles. The colors are charcoal grey/brown with a light stone accent and a black roof. (9) Building Materials: Use of substantial amounts of high -quality masonry materials (face brick, stucco, stone) is encouraged. Buildings shall be constructed with no less than 67 percent of these materials, excluding window and door areas. Evaluation of building materials shall be based on the quality of its design and relationship and compatibility to building materials in the immediate neighborhood. The applicant is proposing to use brick and stucco on each building in combination to meet the 67% high -quality material requirement. The remaining percentage will be made up of a cement - board siding material finished in a similar color to match the exterior. Section 78-827 Off -Street Parking: (d) Required Parking: (See Further Analysis under April14, 2025 City Council Meeting, Exhibit C) The current plan anticipates parking within each individual unit and allows for loading and parking directly in front of each unit. The applicant's business model indicates that each individual unit will accommodate the necessary parking for each owner. The City Code does not list a parking standard associated with the garage condo use. The applicant is not proposing any outdoor parking. Because the use specifically involves interior parking spaces, Staff applied the following provision: City Code Sec. 78-827(d) (3) Multi -tenant industrial buildings: "One space for each 400 square feet of gross floor area, or the sum of the component gross floor areas as follows, whichever is greater". Based on this provision, a total of 235 parking spaces should be provided, each unit would need to provide 2.7 parking spaces to conform. As designed, each unit would support 2-4 enclosed parking spaces; 60 of the larger - sized units would support 4 cars (240 spaces) and 25 smaller units would support 2 parking spaces (50 spaces). This results in a total of 290 indoor spaces for the site exceeding the calculated requirement. Additionally, the site layout allows for loading and parking directly in front of each unit. It is 113 anticipated in the applicant's business model that each individual unit will accommodate the necessary parking for the owner. The applicant has provided parking plans and maneuverability plans for accessing the site. (g) Snow storage in parking stalls. Provision shall be made in the parking area for adequate snow storage or removal in order to ensure that the required number of spaces is available at all times during the year. The applicant has indicated that storage of snow can be addressed by using the south and east side yards of the property. (h) Circulation. Traffic circulation systems shall be designed to accommodate anticipated traffic demands. Vehicular traffic generated by industrial uses shall be channeled and controlled in a manner which will avoid congestion or interference with other vehicular transportation systems and pedestrians and which will avoid creating traffic hazards and excessive traffic. Staff finds the layout of the proposed plan is reasonable and should support traffic circulation. The submitted maneuverability plans show access for afire truck, and trailers throughout the site. (i) Parking size. Each parking space shall have a minimum width of nine feet and a minimum depth of 20 feet exclusive of aisle and maneuvering space. While there are no exterior spaces or guest parking areas proposed, the drive aisles will be 50' wide. This width could support parking for each unit and allow interior traffic to pass within the development. (m) Lighting. Any lighting used to illuminate an off-street parking area shall be hooded and so arranged as to reflect the light away from adjoining property, abutting residential uses, and public rights -of -way. The applicant submitted a lighting plan that shows wall -mounted lighting at each garage condo unit. The lighting plan indicates the lighting will primarily serve the interior of the site. (n) Required Screening. The drive aisles will be screened from the public street view. This is met. Section 78-829. Landscaoi (b) Fencing. A 6-foot-tall black wrought iron fence is proposed to surround the development creating a delineation of the property line and screening for the site. The fence also adds to the design of the site. The applicant is proposing an electronic gate access for the site as well. (c) Minimum number of plantings. Industrial Districts shall contain, at a minimum the greater of two trees per 1,000 square feet of gross floor area or two trees per 40 lineal feet of site perimeter whichever is greater. The applicant is proposing 95,900 total square feet of building footprint. Based on this, 192 trees are required to be planted. The attached landscape plan indicates a mix of coniferous, ornamental, and deciduous trees, and a mix of shrubs to meet the planting requirement. The applicant is also proposing some areas of native grasses, and rock and grass buffers throughout the development. The Industrial district requires specific species of trees be planted. The applicant will follow the city code requirements for landscaping. The landscaping standards are met. Section 78-832 - Signage: No development signage is proposed. The applicant has indicated there will be wall signs/ Unit numbers placed to identify each unit. 114 Development Fees: The submitted plans reflected each individual building provided with individual connections for City sewer and water with each unit being metered individually. A Sewer Availability Charge ("SAC") determination by the Metropolitan Council (Met Council) is required in order to calculate the appropriate fees for sewer services. Staff is recommending to use the Met Council's unit determination to calculate the City's water and sewer area connection charge. The applicant is requesting these fees be due at time of building permit for each building. Typically, these fees are due at time of final plat, because this is an industrial development and proposed as a phase project staff can accommodate applying these fees with the building permit. At this time, due to the size of the buildings and the number/type of proposed connections it is estimated that the development will require 14 SAC units according to the Met Council. Therefore, City will calculate the water and sewer area charges for 14 units. Each individual condo or suite will need its own water meter. A utility connection permit will be due at the time of building permit issuance for each unit that will be metered as well. PROPOSED DEVELOPMENT FEE ANALYSIS: Fee Type Breakdown Estimated Total Water Area Connection $4,370.00 x 14 units $61,180.00 Water Connection Permit Fee $150.00 x 85 suites** $1Z750.00 + meter costs Sewer Area Connection $6,000.00 x 14 units $84,000.00 Sewer Connection Permit Fee $150.00 x 85 Suites** $12.750.00 + meter costs Sewer Availability Charge "SAC" (Met Council) $2,485.00 x 14 units* $34,790.00* Stormwater Drainage Trunk Fee $9,690.00 x 4.89 acres $47,384.10 ESTIMATED DEVELOPMENT FEES = $ 252,854.10 *A SAC determination is required by the Met Council and may alter this fee. 115 Parking Analysis Update Planning Commission Comments and Concerns: The Planning Commission reviewed the site plan and identified concerns with the use of the units to account for the parking. The commission discussed the need for off-street parking for each unit. There were concerns about where visitors would park, if any overflow would impact the abutting developments, and overall traffic congestion within the site. There was interest in gaining more knowledge to understand how other cities applied parking standards and the drive lane requirements for this type of development. The Commission noted that the site appears to be designed to maximize the number of units. The Commission suggested the applicant explore reducing the number of units in order to decrease the parking demand overall and install a parking area for the site. Additionally, the Commission had questions about the proposed drive lane widths as one of the drive lanes has a 40' width while the other drive lane widths are 50' wide. Staff Analysis: The current plan anticipates parking within each individual unit and allows for loading and parking directly in front of each unit. The applicant's business model indicates that each individual unit will accommodate the necessary parking for each owner. (d) Required Parking: The City Code does not list a parking standard associated with the garage condo use. The applicant originally was not proposing any outdoor parking. To provide an example, Staff conducted a parking analysis using the standard for a similarly scaled use in the City Code: City Code Sec. 78-827(d) (3) Multi -tenant industrial buildings: "One space for each 400 square feet of gross floor area, or the sum of the component gross floor areas as follows, whichever is greater". Using this provision, a total of 235 parking spaces should be provided; each unit would need to provide 2.7 parking spaces. As designed, each unit supports 2-4 enclosed parking spaces; 60 of the larger -sized units would support 4 cars (240 spaces) and 25 smaller units would support 2 parking spaces (50 spaces). This results in a total of 290 indoor spaces for the site exceeding the calculated requirement. Upon further review, staff determined that this requirement is excessive and the amount of parking for the garage condo use would not create the demand of 235 parking spaces. Staff recommends having a parking stall in front of each unit. nTHFR CITIFS Staff conducted additional research for similar developments in neighboring cities highlighting the planning commission's concerns: Cities New # Off Street Any Parking for Drive Note/Comments Development/ Garage Parking additional Uses? Lane Redevelopment Unit Required Widths Corcoran New 37 No No 60' Intent was to discourage long term/overnight parking. Cottage Grove New 132 No No 30'-60' 116 Eagan New 76 No 15 stalls to support 30'8" The owners are parking the club house and outside or within the office perspective units. New Hope Redeveloped 30 Yes The site maintained 24' The storage use with entirely from (Warehouse the existing parking within a warehouse building. Warehouse Use) lot from the warehouse use and to support a dwelling for the care taker Big Lake New 46 No The applicant 42'-65' proposed parking for the club House/office only Medina New 160 No 62 stalls to support 32-50' 26,000 sq.ft of commercial space Independence New 116 No No 32'-48' A calculation of possible parking along the perimeter and building face equates to 249 parking stalls. Orono (Mini- Redeveloped No parking No The site has existing parking Storage) from standards from the previous warehouse Warehouse were use. Some outdoor parking is required. within the stormwater overflow area and a portion can be used for exterior storage Amendment Plan: The applicant submitted an amended plan. The amended plan depicts a parallel parking spot in front of each unit. They have identified 7 additional spaces on either side of Building 1 to allow for guest or overflow parking. Each stall is proposed to be 9'x2O' resulting in 92 stalls for the site. The parking around Building 1 are proposed to be tantum. Staff Recommendation: The City Code does not identify a specific off- street parking requirement for this use. City Code parking standards referenced within the Planning Commission memo, does not seem appropriate for the proposed development. The parking demand for this use is low. Staff researched similar developments and found off- street parking is not commonly required for this type of use. Staff agrees with the Proposed Parking Plan that each unit have a designated parking space in front of each unit, as shown on the amended parking plan. The 7 parking spaces for the site is appropriate to address guests and visitors. However, the tandem configuration would not work for accessibility to the stalls. The applicant should reconfigure the parking to create 7 independent parking stalls. 117 118 0 30 60 120 S C A L E I N F E E T To Rob Page, Old Crystal Bay, LLC, a Minnesota limited liability company, CHB Title, LLC and Old Republic National Title Insurance Company : This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted b ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6�a), 7(a), 8, 1 1(b), 13, 16, and 17 of Table A thereof. The fieldwork was completed on October 9, 2024. Date of Plat or Map: October 15, 2024. GRONBERG & ASSOCIATES, INC. 40Af .�094 Date: / -15" Z Y Mark S. Gronberg Reg. No. 12755 Licensed Land Surveyor I C(` A I F)F_ C(`DIDTInI\I That part of Lot 1, Block 1, Crystal Bay Business Center, embraced within Lot 4, Block 1, Van Dale Addition, Hennepin County, Minnesota Per Torrens Certificate No. 1573287 Lot 1, Block 1, Crystal Bay Business Center, EXCEPT that part embraced within Lot 4, Block 1, Van Dale Addition, Hennepin County, Minnesota. Abstract Property • : denotes iron marker found (908.3) denotes existing spot elevation, mean sea level datum --917--: denotes existing contour line per ground survey NOTES : 1. Easements shown are those listed in CHB TITLE, LLC Title Commitment No. 62337 dated September 15, 2024. 2. Property address=430 Old Crystal Bay Road N, Orono, MN 55356. 3. This property is not shown in a flood zone per FEMA map No. 27053CO301 F dated 1 1-04-16. 4. Gross land area = 212,908 Sq. ft. 5. Contour information is from a ground survey. 6. No zoning letter has been received for Table A, item 6(a). 7. No buildings exist on the property. 8: For Table A, item 1 1(b), a private utility locating company (ZoneOne Locating) was hired to search this property and found no evidence of private utilities on the property. 9. For Table A, item 16, there is no visible evidence of recent earth moving work or building construction. 10. For Table A, item 17, there is no known evidence of recent street or sidewalk construction or repairs. ALTA/NSPS LAND TITLE SURVEY FOR ROB PAGE, OLD CRYSTAL BAY, LLC, CHB TITLE, LLC & OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY OF LOT 1, BLOCK 1, CRYSTAL BAY BUSINESS CENTER HENNEPIN COUNTY, MINNESOTA .. Y J Q W 0 V) O Z H M CENTERPOINT ENERGY GAS PIPELINE MARKER I 1R 0 0 0 II CONCRETE C AND GUTTER COMMUNICA MANHOLE OJT/ �P "PK" NAIL SET I BITUMINOUS SIDEWALK "'bao, V D Y 66 zQ m � ti I pp O ' II EXISTING 15" HOPE \ CULVERT BITUMINOUS \ 4RIVEWAY---------- \ GARAGE FLOOR= (1026.1) EXISTING CONCRETE BUILDING (1025.9) #450 OLD CRYSTAL BAY RD N (1025.8) A/C� (1025.9) (1025.1 j (1025.7 (1025.6) (1025.3) (1025.2) '= ' `.' •---•- 1021.7 EXISTING 8" PVC WATERMAIN I G.V. BITUMINOUS PARKING LOT I t I EXISTING 8" CMP13CULVERT �_ `1025.8,ORONO INDUSTRIAL BOULEVARD (1024.7) (2.) I II 106 (01 S 0 o �, I o� I EXISTING HYDRANT 626.76 ___ 1025.7) 321.31 I --- NV=(1025.6) - / 305.45 II O -� - a / (1023.9) -_ _EXISTING ABANDONED WATERMAIN MH - - _ _ - - STORM SEWER I F------------------ INV�0,9.8 �-""--------- -----------------------STRUCTTURE I I �(1025.5) h /^\ \ �i(1025.7) / I I I , \EXISTING HYDRANT ; 0 Io / T.N.H: (1026.0) l �I M 6 V11 I ICI v I N (1025.9) (1025.8) 1024.9 / I 10 I 2 0 N N I I 11 I (1023.5) I .. N I I I I I � I I I o I DRAINAGE AND UTILITY EASEMENTS CHAIN -LINK I I o I ( I I I I AS SHOWN ON THE RECORD PLAT OF •-----•c,-•--••--•••-••I ••••-••• I I I FENCE I I i I (10249 I I I I I CRYSTAL BAY BUSINESS CENTER II I I I I I( I I I II II (1024.6) I I I I BITUMINOUS (1025.3) DRIVEWAY I CHAIN LINK FENCE II I Ian i i i I I (1025.0) I I I I I (1022.9) I / S I I (TW=11026.43 I (7025.2)/ I I I I r I _N N ZkI I I \ 1 � 1i o -1� II I I I I I \ I i I I I I---- I I m I I I (1024.7) of ( I N I(1024.1) ; •II; I TW=(1028.�)// I I I I I I W W= 1026o M I I I / I I ( I ry p I Io I to I // I I I I I I N ICMU II I I a to I // i I I I O_ I ETAINING I i I� I / n N o N (1023.1) I I � WALL I I I I I i t I I I I I I 00 1 1 I I I I I Z/ I I I I (1024.5) // I I N X TW=11025.3 o0 I I I-C" TW= 1 29.� / BW=f 1�25. �� o (0 I I N a� o (1022.2� I 1 No -1024- - �\ \h°22.3) / _o i I i o I B%6'=(t020.-9 TIN\ \31 / / / I I -1022- - - - - (1022.2) INV=(1015.3 (1020.9) M STORM SEWER (1020 23i 4� -- (1021.4) ,--__ STRUCTURE Sb1020- (1021.7) o \ ` _- I JI 2' 2 (1oz1s) '6 --�-0 _- ---------- 18HDPE CULVERTJ•- - - - - - - - �1022 '- _-_ - -101 ---------------------1016-1018 - - - - - - - - - - - - - - - - - - - INV=(1014.3 ---------------- INV=(,D,4.4- - F.E.S.N 89011' 22" W 530.69 .... MNDOT RIGHT OF WAY PLAT NO 27-129 Z Pi W �zL z � a Lo W A z E-4 Z :E � a � P-4 E J z >I Lil � � � � I A o N Lo a O _I a W W = Wzo (� z WLo 0 a H d � It C-4 o� �, O J NM 0 d Z oN N + ...•.. W - O .... 41 t S L0 �' ' 0-•2 N L0 --- N 0 p I� N Q 0 Q) Q) 0 E Doi5 z U N � E � U J J (D N Q°�En o •41 `0J a) c -C -0 �+ (D T�o41 0 Q) a) 0 E v1 -0 �(D w o U U CD N +• o vi --- -a a lr? J N r- d- 0 0 V) 0 V) w X W F_ Q 0 24-242 0 30 60 M S C A L E I N F E E T LEGAL DESCRIPTION That part of Lot 1 Block 1, Crystal Bay Business Center, embraced within Lot 4, Block 1, Van Dale Addition, Hennepin County, Minnesota Per Torrens Certificate No. 1573287 Lot 1, Block 1, Crystal Bay Business Center, EXCEPT that part embraced within Lot 4, Block 1, Van Dale Addition, Hennepin County, Minnesota. Abstract Property • : denotes iron marker found (908.3) : denotes existing spot elevation, mean sea level datum --917--: denotes existing contour line per ground survey Bearings shown are based upon an assumed datum. This survey intends to show the boundaries of the above described property, spot elevations and topography, and the proposed location of five proposed buildings thereon. It does not purport to show any other improvements or encroachments. NOTES : 1. Easements shown are those listed in CHB TITLE, LLC Title Commitment No. 62337 dated September 15, 2024.. 2. Property address=430 Old Crystal Bay Road N, Orono, MN 55356. 3. This property is not shown in a flood zone per FEMA map No. 27053CO301 F dated 1 1-04-16. 4. Gross land area = 212,90.8± Sq. ft. 242I C6 0 CENTERPOINT ENERGY GAS PIPELINE MARKER 00 Q6 N r� V1 �I �•i LL_I o ` O O o O O oM z CONCRETE CURB --!- AND GUTTER COMMUNICA MANHOLE JGj / (102g 5, "PK" NAIL SET IN BITUMINOUS SIDEWALK 10 o co 66 oQ :2i 3: Dw I- o m� PRELIMINARY CIC CONDOMINIUM) PLAT FOR RO PAGE OF LOT 1, BLOCK 1, CRYSTAL BAY BUSINESS CENTER HENNEPIN COUNTY, MINNESOTA GARAGE FLOOR= (1026.1) EXISTING CONCRETE BUILDING (1025.9) #450 OLD CRYSTAL BAY RD N (1025.8) Goe A/C- (1025.9) G (1025.1�/ • (1025.7) (1025.6) (1025.3) (1025.2) :•i I T•• EXISTING 8" PVC (1021.7) WATERMAIN / N BITUMINOUS PARKING LOT I J- EMG SISTICN P O CULVERT ('D25.8, OR0NU INDUSTRIAL BOULEVARD (1024.7) I o EXISTING 15" HDPE � � I (1023.6) CULVERT T.N.H.= 10 HYDRANT I BITUMINOUS � Lil. EXISTING HYDRANT oRw_E��Y. S 89°43' 30" E 626.76 /I \ 1025.7) 321.31 INV=(1oz5.6) 305.45 (1023.7) _ � � / � \ (1023.9) -� 'EXISTING ABANDONED WATERMAIN--'-'-" N. 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I I 35 I � I �TW=(1 29.) 1 25. ) oI ( I � N �o I 40.0 Nl I UNIT I I I I I I UNIt I I I I IN I ` UNIT I n i I /o NIT 14 I � I �- o I I I o"' WIT! 5 i I I III N I m j U�ITf 6 I to O I o YNIT 7 I/ I i UNIT 8 I (1024.5) �NIT 9 I I / N ii1NIT 1 0 ,I II / UNIT / 11 / I / N I UNIT 12 I / 4).0 40.0 40 N UNIT 13 UNIT 14 UNIT 15 UNIT 16 z W :2 UNIT 17 J W UNIT 18 Z 0 U UNIT 19 / / / UNIT 20 / i / UNIT 21 UNIT 22 UNIT 23 40 UNIT 24 -1024- ��\1102231 N/25 TW-(1030.5 / 40.0 -1022- -N,_- (1022.2)_�� 46.0 M UNIT 35 UNIT 34 UNIT 33 UNIT 32 i i / / UNIT 31 N UNIT 30 UNIT 29 UNIT 28 / UNfT 27 / / N UNIT 26 46.0 50 / / / i / / W w J W Z 0 0 / / / / / 50 46.0 I 1416.0 1 I M UNIT 36 �UN4 5� o ,� BITUMINOUS DRIVEWAY 1 UNIT 37 I I I 1 I I U ITII 54 (1025.2� I / UNIT .38. I I UI�IIT) 5 •'I I I ... ,•�, I I • 'UNIT 39 I KNIT �21 I I I� I a M UNIT 40 6 NIT 5I1 M I io UNIT 41 I1 UNIfi( 5QN I No /// UNIT � I UTAT 14 UNIT 43 1 1 1 I I ?NIT 1 4P 1 I I I I UNIT 44 �1NIT 147 CN I O N 0 o I oN o N UNIT 45 I I ( I UNIT j41113 I �5.8) N 1(10 I 46.0 INV=(101 3)-T--__1 46,� 1 50 -1024- zJ Li W W 0 0 U 50 46.0 46.0 M UNIT 56 UNIT 75 M UNIT 57 UNIT 74 UNIT 58 UNIT 73 UNIT 59 UNIT 72 M UNIT 60 UNIT 71 M N UNIT 61 UNIT 70 N UNIT 62 UNIT 69 UNIT 63 UNIT 68 UNIT 64 UNIT 67 N UNIT 65 UNIT 66 N 46.0 _.-- 46.0 :- 50 50 46.0 M UNIT 76 N UNIT 77 UNIT 78 UNIT 79 M UNIT 80 M N UNIT 81 N UNIT 82 UNIT 83 UNIT 84 N UNIT 85 N 46.0 •4- ............. ....... I CHAIN LINK FENCEI I / (1022.9) I / IN I O II I it w it 7.2 i J W II I Ld W O Il oV) II�� I I o o I � `n o_ 1023.10 I U Cr I i c 0 / z Ln I I / I I/ I I// I I I /I I II NI NOI o 21 II II I I (1020.9) MH rn Z a w H Z Z � � 4 L w A z z a L H �a-J� Q > _ I A ri- o NI Z rn a 0 (Y w w = W z � �..I.� Z OZ Zw C) } %tow N Q N �(3') O NilZM �- 0 04 0 N L0 0 0 °o O co 0 E a v L ° U N � -0 ° rn U E ° U d J 0o 0 -j Q�C� �Q)C U) En i .0 . !E O .._I C C 41 N 0(�0 --- ° o N ° o L U Q- Ve ate-+ 4.1 L_ ° "- a� a._C o Vi L 0 Y ` N 0 3 _ 3 0 0 0 d- o 0 (n STORM SEWER o i >> (10220.44 COMMON ELEMENT (1021.4) STRUCTURE i1 SSO �\--1020------ (1021.7) �O tip, ___ _- ��°Z° i 22 (1021.9) 2 j 67/1.------------------- _------------------1 `�-- 1022- v / 18" HDPE CULVERT�� _ _ 0�- 8--- ---__ __ -1-------------------------------j I o� ---------- `^ ___--1016----------------------1018----------------------_ _ F.E.S. INV=(10143 N 89011� W - ....................... l II INV=(1014.4 -- � 530.69 MNDOT RIGHT OF WAY PLAT NO 27-129 0 m a U v o C a w 0 a a 0 Z a ~ J a � } o a 1 Z w a U N N U I- N rn N N N 24-242A 1 2 3 4 CALJTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C a CONTACT LIST OWNER ORONO GARAGE CONDOS 5840 CLUB VALLEY ROAD SHOREWOOD, MN 55331 (952) 200-6384 CONTACT: DAVE RAMSEY, ROB PAGE CIVIL ENGINEER HAGSTROM ENGINEERING 219 6TH AVENUE E ALEXANDRIA, MN 56308 320-759-0764 CONTACT: MATT HAGSTROM ORONO GARAGE CONDOS ORONO, MN SITE PLAN LOT 1, BLOCK 1, CRYSTAL BAY BUSINESS CENTER HENNEPIN COUNTY, STATE OF MINNESOTA SHEET INDEX C1.0 COVER SHEET C2.0 EXISTING SITE AND DEMO PLAN C3.0 PROPOSED SITE PLAN C3.1 PROPOSED UTILITY PLAN C3.2 SANITARY SEWER PLAN AND PROFILE C3.3 STORM SEWER PLAN AND PROFILE C4.0 PROPOSED GRADING & EROSION C4.1-C4.4 DETAILED GRADING PLAN C4.5 DETAILED POND PLAN C5.0 - C5.2 CONSTRUCTION DETAILS 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. SIGNATURE: ,va_e._ TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM IV DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC DCn I r'Uh A A oil. EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. m a� 0 m aD U N L U c 0 Of 0 o = Lu J U a) o T m o z w o V ) 0 0 z 0 Uz W Q w (D J = Q � cn � W w Q � > (D U) O 0 z 0 0 Date: 03/03/2025 .lob No.: 24015 cl ■ 0 Sheet C1,0 of C5,0 121 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C En WM WM � WM WM ORONO PRESERVE RESIDENTIAL DEVELOPMENT EX. 66.0' R EX. CURB & GUTTER, T.R. (TYP) EX. WALK, T.R. (TY LEGEND EXISTING PROPERTY BOUNDARY — EXISTING RIGHT OF WAY EXISTING LOT — EXISTING EASEMENT EXISTING STORM SEWER W/ MANHOLE SS EXISTING SANITARY SEWER W/ MANHOLE WM><WM EXISTING WATER MAIN W/ VALVE & HYDRANT E E EXISTING ELECTRIC 0 EXISTING ELECTRICAL PEDESTAL G G - EXISTING GAS T — EXISTING TELEPHONE r7__ EXISTING CONCRETE EXISTING ASPHALT EXISTING FENCE EXISTING CURB & GUTTER TEMPUS ORONO LLC P1D:3311823130020 I II I METRO STORAGE N ORONO LLC PID: 3311823130019 I DEMO CULVERT X X DEMO FENCE DEMO CURB & GUTTER EX. EXISTING (TYP) TYPICAL T.R. TO REMAIN NOTES: T.B.R. TO BE REMOVED 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. 3. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION, SEE SHEET C4.0. 4. ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. 5. SEE SHEET C5.0 - C5.2 FOR CONSTRUCTION DETAILS. EX. STORM SEWER, T.R. (TYP) VDARY (TYP) , T.B.R. (M PROPER TIES L L C A1D: 3311823130015 0 15 30 60 SCALE: 1" = 30' ORIGINAL GRAPHIC SCALE 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. SIGNATURE: ,va_e._ TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM IV DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. a CO a� is 0 m (D U N L U U) c 0 Of 0 o O = Lu J U U 0 T co � O Z C O � v 0 0 z Q Z 0- 0 0 U z 2 W Q w 0 —J 0 V Q 0. W w Q �__ I— V V J � 0 z z cn 0 X 0. w 0 Date: 03/03/2025 .lob No.: 24015 C200 Sheet C2.0 of C5.0 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B ORONO PRESERVE RESIDENTIAL DEVELOPMENT C WE I EX. 66.0' ROW Cj m J Q V Q O EX. 10.0' EASEMENT �1� 35.0' SETBACK LEGEND EXISTING PROPERTY BOUNDARY EXISTING RIGHT OF WAY EXISTING EASEMENT a PROPOSED CONCRETE EXISTING ASPHALT PROPOSED ASPHALT X X PROPOSEDFENCE EXISTING FENCE EXISTING CURB & GUTTER EX. EXISTING (TYP) TYPICAL TEMPUS ORONO LLC P1D:3391823130020 PROPOSED IMPROVEMENTS SHOWN AS EXISTING PROPOSED IFC TURNAROUND AT ENTRANCE PROPOSED RETAINING WALL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. 3. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION, SEE SHEET C4.0. 4. ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. 5. SEE SHEETS L1.0 - L1.1 FOR DETAILED LANDSCAPE PLANS. 6. SEE SHEETS C5.0 - C5.2 FOR CONSTRUCTION DETAILS. METRO STORAGE ORONO LLC PID: 3311823130019 S89°43'30"E 1,898.43' 8.5' ASPHALT C\/ 4n n' CAClCRACAIT PROPOSED FENCE PER CITY OF ORONO STANDARDS (TYP) LAND USE SUMMARY (AREA IN ACRES) TOTAL SITE AREA BUILDING AREA DRIVE AISLE LANDSCAPE 4.888 2.202 1.469 1.217 % OF SITE 100% 45% 30% 25% BUILDING AREA(SF) 1 9,600.00 2 23,050.00 3 25,300.00 4 25,300.00 5 12,650.00 SUM 95,900.00 ACRES 2.202 EX. BOUNDARY 0 15 30 60 SCALE: 1" = 30' ORIGINAL GRAPHIC SCALE PROPOSED FENCE PER CITY OF ORONO STANDARDS (TYP) WJM PROPERTIES LLC PID: 3311823130015 10.0' SETBACK EX. 22.0' EASEMENT 10.0' 10.0' 2.0% - 4.0% 2.0% - 4.0% -y f- CONCRETE V-PAN PER SHEET C5.0 MAIN DRIVE SECTION N.T.S TIE-IN TO ADJACENT, VARYING SLOPE (TYP) ASPHALT SECTION PER SHEET C5.0 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. SIGNATURE: i TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. m o' co 0 m U U L U 0 a� Of 0 o - fl- = w J U U d 7 m N O Z C N 0 v 0 0 Z 0 z Q U Z w Q Lu 'n J v ^ I..L (n 0. W Q Lu 0 V rn 0 0 Z 0 0/ 0-0 0 Date: 03/03/2025 Job No.: 24015 C300 Sheet C3.0 of C5.0 123 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT - WM A B C D ORONO INDUSTRIAL BOULEVARD (N 8" X 6" TEE W/ TB - _ - N _ WM WM ww WM WM WM WM N:171,396.01 WM WM WM WIA WM WM WM M WM WM E: 445,633.39 8.0 LF-8" WATERR MAIN CONNECT TO EX. WATER 5.0 LF-8" C900 WATER MAIN N: 171,444]4 METER PIT E: 445,� N: 171,390.24 SANITARY SERVICE (TYP) E: 445,503.95 SANITARY MAIN (TYP) 8" X 6" TEE W/ TB 8" GATE VALVE 8" X 6" TEE W/ TB CONNECT TO EX.WATER N: 171,396.05 N: 171,395.87 N. 171,395.42 E: 445,842.17 8" 90' BEND W/ TB WET TAP (TYP) E: 445,625.39 E: 445,663.98 E: 445,757.14 & 6" REDUCER N:171,396.65 E: 445,499.95 TYPICAL IIIFIRE SERVICE -- II 1 I - - - - - - d.. M S TYPICAL WATER SERVICE S METER PIT I I 125.4 WATER MAIN N: 171,620.58 36 E: 445,620.36 METER PIT BUILDING 1 NOTES: 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. 3. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION, SEE SHEET C4.0. 4. ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. 5. ALL UTILITIES WITHIN PROPERTY BOUNDARIES ARE PRIVATE. 6. ALL WATER SERVICES ARE 10 LF, XX" DIAMETER UNLESS OTHERWISE NOTED. 7. ALL FIRE SERVICES ARE 10 LF, 6" DIAMETER W/ GATE VALVE UNLESS OTHERWISE NOTED. 8. ALL WATER MAINS ARE 8" DIAMETER, MAINTAIN POSITIVE GRADE, 8' MIN. COVER. 9. ALL WATER MAINS AND SERVICES SHALL MEET AWWA C900 QUALITY STANDARD. 10. AN ACCESSIBLE BLUE 14 AWG MINIMUM TRACER WIRE SUITABLE FOR DIRECT BURY MUST BE USED 11. SEE SHEET C5.0 - C5.2 FOR CONSTRUCTION DETAILS. S 8" TEE W/ TB N: 171, 395.69 E: 445, 700.14 57.0 LF-8" WATER MAIN I� METER PIT / MAIN Jl N:171,388.94 J C- A A G 7G'J 'I 'I WM WM WM WM WM WM WM 5.0 LF-8" C900 WATER MAIN 14.7 LF-8" WATER MAIN r 42.3 LF-8" WATER MAIN WET TAP (TYP) METER PIT i S 8" TEE W/ TB S S N: 171,388.18 N: 171, 395.01 E: 445, 912.11 METER PIT E: 445,842.14 N: 171,388.85 a 8" GATE VALVE 8" X 6" TEE W/ TB a E: 445,770.11 I N: 171,394.94 N: 171,394.70 Il E: 445,856.86 E: 445,907.14 77 0 1 F-sz" IA/ATPP RAAIN1 1 8.0 LF-8" WATER MAIN w 8" X 6" TEE W/ TB N: 171, 395.38 E: 445, 765.14 1-11 8.0 LF-8" WATER MAIN MNDOT RIGHT OF WAY PLAT NO 27-129 EX. STORM SEWER (TYP) J WM WM 8" 90' BEND W/ TB & 6" REDUCER N:171,394.04 E: 446,044.34 S M METER PIT N:171,387.56 E: 446,040.31 � I 137.2 LF-8" WATER MAIN BUILDING 5 0 15 30 60 SCALE: 1" = 30' ORIGINAL GRAPHIC SCALE EX. BOUNDARY (TYP) I LEGEND EXISTING STORM SEWER, MANHOLE, F.E.S. AND INLET PROPOSED STORM SEWER, MANHOLE, F.E.S. AND INLET EXISTING ROW I PROPOSED ROW I - EXISTING LOT LINE PROPOSED LOT LINE PROPERTY BOUNDARY I - - - - - - - - - PROPERTY SETBACK I I - - EXISTING EASEMENT I PROPOSED EASEMENT PROPOSED SANITARY SEWER W/ MH SS EXISTING SANITARY SEWER W/ MH U U 0 PROPOSED UNDERDRAIN AND CLEANOUT PROPOSED WATER LINE, VALVE AND FIRE HYDRANT WM WM --[>� EXISTING WATER LINE AND VALVE • PROPOSED WATER SERVICE W/ METER U) PROPOSED SANITARY SERVICE G G EXISTING GAS LINE OH OH EXISTING OVERHEAD ELECTRIC E E EXISTING ELECTRIC CATV EXISTING CABLE TV FO FO EXISTING FIBER OPTIC T T EXISTING TELEPHONE TYP TYPICAL CD CAUTION! UTILITY CROSSING LOWERING MAY BE REQUIRED EXISTING LIGHT POLE 'TC PROPOSED LIGHT POLE I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BeME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER TUE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: i TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T m 0 00 U U L U c 0 a� Of 0 o fl- w J U U d 7 m N Z c 0 U) 0 0 z z 0 Q UZ a_ � LLI Q ~ (D J J < 0. Lu 0 Lu U) (D 0 a_ 0 0 z 0 0/ 0-0 0 Date: 03/03/2025 ,lob No.: 24015 C301 Sheet C3. 1 of C5.0 124 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C LEGEND EXISTING STORM SEWER, CONNECT TO MANHOLE, F.E.S. AND INLET - :::•.�••ti , ,; .:a EX. SSMH-1 SSMH-24'SSMH 8"X6" WYE (TYP) 4'SSMH PROPOSED STORM SEWER, .60.0'Row ORONO INDUSTRIAL BOULEVARD N: 171,410.28 N: 171,404.18MANHOLE, F.E.S. AND INLET ____E:445,777.76 _ E:446,016.19EXISTING ROW �� WM W WM M SSMH-1 - - WM WM WM WM Wy�M WM 4'SSMH WM WM WM WM WM WM N: 171,406.55 8" SDR 35 E: 445,522.19 8" SDR 35 PROPOSED ROW EXISTING LOT LINE 9+70 - 0+00 11+00 l_ 12+00 13+00 14+00 5+00 15+24 - - =__r_ 1 4.a PROPOSED LOT LINE -' - -' - -' PROPERTY BOUNDARY I PROP. 6" SANITARY I — — — — — — — — — PROPERTY SETBACK EX. 66 1035 1030 1025 1020 1015 1010 1005 9+00 0 25 50 100 SCALE: 1" = 50' ORIGINAL GRAPHIC SCALE NOTES: EX. BOUNDARY (TYP) 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. MNDOT RIGHT OF WAY PLAT NO 27-129 SSMH-1 4' SSMH RIM:1026.07± R INV IN:1012.90 INV IN:1012.90 INV T:1 12.7 EX. SSMH-1 4' SSMH M:1024.56± 8" PVC) (E) 8" PVC) (W) " PVC)N SSMH-2 4' SSMH CUT UT.1 ---- -- CUT=11.9± INV OU RIM:1022.00± :1014.09 (8 PVC) (W) CUT=7.9± / -' PROPOSED GRADE @ SANITARY r \ -- ---- — EXIS T/A G GROUND I �— ---------- @SANITARY f — — / EX. 8" WATER o APPROX. DEPTH EX. 8" WATER AP ROX. DEPTH „ 2.8' o II ' u 10+00 11+00 12+00 13+00 ALIGNMENT NAME. Sanitary 1 PROFILE HORIZONTAL SCALE: 50.00 VERTICAL SCALE: 5.00 GRAPH VERTICAL EXAGGERATION: 10.00 STATION RANGE: 9+00 - 16+00 PROFILE VIEW ELEVATION RANGE: 1005.00 - 1035.00 14+00 15+00 1035 1030 1025 1020 1015 1010 1005 16+00 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. 3. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION, SEE SHEET C4.0. 4. ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. 5. ALL SANITARY SEWER SERVICES ARE 4" DIAMETER WITH 2% SLOPE AND A STANDARD 1.2' WYE CONNECTION TO THE 8" PRIVATE MAIN UNLESS OTHERWISE NOTED. 6. ALL SANITARY MAINLINES SHALL MEET ASTM D1785 QUALITY STANDARD. 7. SOLVENT WELDED JOINTS MUST USE ASTM F656 PURPLE PRIMER AND ASTM D2564 CEMENT. 8. SEWER MUST BE INSTALLED BY OPEN -TRENCH ON A CONTINUOUS GRANULAR BED. EXISTING EASEMENT PROPOSED EASEMENT PROPOSED SANITARY SEWER W/ MH SS EXISTING SANITARY SEWER W/ MH u u 0 PROPOSED UNDERDRAIN AND CLEANOUT PROPOSED WATER LINE, VALVE AND FIRE HYDRANT WM WM EXISTING WATER LINE AND VALVE CO G G- — OH OH F3 FO E PROPOSED WATER SERVICE W/ METER PROPOSED SANITARY SERVICE EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC EXISTING ELECTRIC CATV EXISTING CABLE TV Fo EXISTING FIBER OPTIC - T T EXISTING TELEPHONE I I EXISTING IRRIGATION CAUTION! UTILITY CROSSING LOWERING MAY BE REQUIRED 9. SEE SHEET C5.0 - C5.2 FOR CONSTRUCTION DETAILS. EXISTING LIGHT POLE *C PROPOSED LIGHT POLE I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BeME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER TbLE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: i TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. m 2 co 0 m U U L U c 0 a� Of 0 o fl- w J U cn a� o 7 m � 0 Z 0 0 V) w 0 J 0 LL 0 z 10� O a_ 0 U z z Q LLI Q z (D —J Q Q � � 0� Lu Q Lu (D Lu U) O � z elf 0 00-0 z 0 U) Date: 03/03/2025 Job No.: 24015 C302 Sheet C3.2 of C5.2 125 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C D J �_F - EX. 60.0' Row ORONO INDUSTRIAL BOULEVARD WM WM WM WM WM WM - EX. 10.0' DRAINAGE & UTILITY EASEMENT IF T// I I ----- � Q BUILDING 1 1 U >. �m EX. 66.0' ROW EX. 10.0' DRAINAGE & UTILITY EASEMENT I � � 0 0 EX. 10.00' DRAINAGE 9 0 10+00 & UTILITY EASEMENT I 1035 1030 1025 1020 1015 1010 9+50 10+00 20.0' SETBACK ' EX. 10.0' DRAINAGE & UTILITY EASEMENT BUILDING 2 WM I BUILDING 3 En 12+00 WM PROPOSED 8" SANITARY (TYP) WM WM WM WM WM PROPOSED SANITARY MH (TYP) I PROPOSED 8" WATER (TYP) CB-1 J J CB-2 J 4' SD STMH 24" DWPP 4' SD STMH W/ R-3362-L GRATE W/ R-3362-L GRATE N:171,096.83 N:171,094.80 E: 445,696.75 E: 445,838.74 MNDO T RIGHT OF WA Y PLA T NO 27-129 -I- BUILDING 4 13+00 f I - I ` I I - - I- r I I S M I �I � I l I I III I I I EX. 22.0' DRAINAGE I & UTILITY EASEMENT I II 4 I I II I II I II I I I I I EX. BOUNDARY (TYP) BUILDING 5 1 I II I II I II EX. STORM SEWER (TYP) � I I I I II I I I I I �I I I I 11 I I PROPOSED POND. SEE SHEET C4.5. I II I I� I � c I 00 c I NI a I 0 + I w 1 1 1 00 14f 83 CB-3 24" DWPP 4' SD STMH W/ R-3362-L GRATE N:171,092.78 E: 445,980.74 '-- PROPOSED FOREBAY. 36" DWPP SEE SHEET C4.5. CB-1 4' SD STMH CB -2 ' SD STMH INV O - - RIM:1023.14± LIT: 1019.64 (24" PVC) (E) CUT=3.5± W/ R-33 R INV IN:1018.93 (2 INV OUT:1018.73 (4" 2-L GRATE M:1022.42± " PVC) (W) PVC) (E) CUT=3.7± CB-3 4 SD STMH W/ R-3362-L GRATE RIM:1021.71± INV IN:1018.02 (24" PVC (W) _ PROPOSED GRADE @ STORM � CUT=4.5± _ -24" DWPP @ 0.50% 142.0 LF-24" DWPP @ .50% EXISTING GRIOUND 142.0 L @ S79RM 1 22.0 LF-36" DWPP @ 0 50% 11+00 12+00 13+00 ALIGNMENT NAME: Storm 1 PROFILE HORIZONTAL SCALE: 50.00 VERTICAL SCALE: 5.00 GRAPH VERTICAL EXAGGERATION: 10.00 STATION RANGE: 9+50 - 15+50 PROFILE VIEW ELEVATION RANGE: 1010.00 - 1035.00 14+00 1035 1030 1025 1020 1015 1010 15+00 15+50 0 25 50 100 SCALE: 1" = 50' ORIGINAL GRAPHIC SCALE NOTES: 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. 3. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION, SEE SHEET C4.0. 4. ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. 5. ALL STORM SEWER SHALL BE PRIVATE ADS DUAL WALL HIGH PERFORMANCE POLYPROPYLENE PIPE. 6. ALL CATCH BASINS SHALL BE PRIVATE 48" SHALLOW DEPTH W/ R-3362 VALLEY GRATE. 7. STORM SEWER MUST BE INSTALLED BY OPEN -TRENCH ON A CONTINUOUS GRANULAR BED. 8. SEE SHEET C5.0 - C5.2 FOR CONSTRUCTION DETAILS. LEGEND 1 EXISTING STORM SEWER, MANHOLE, F.E.S. AND INLET PROPOSED STORM SEWER, MANHOLE, F.E.S. AND INLET EXISTING ROW PROPOSED ROW EXISTING LOT LINE PROPOSED LOT LINE PROPERTY BOUNDARY - - - - - - - - - PROPERTY SETBACK EXISTING EASEMENT - PROPOSED EASEMENT 00 PROPOSED SANITARY SEWER W/ MH SS EXISTING SANITARY SEWER W/ MH u u 0 PROPOSED UNDERDRAIN AND CLEANOUT PROPOSED WATER LINE, VALVE AND FIRE HYDRANT WM WM EXISTING WATER LINE AND VALVE • PROPOSED WATER SERVICE W/ METER cf) PROPOSED SANITARY SERVICE G G EXISTING GAS LINE OH OH EXISTING OVERHEAD ELECTRIC E E EXISTING ELECTRIC CATV EXISTING CABLE TV FO Fo EXISTING FIBER OPTIC .T-T- EXISTING TELEPHONE TYP TYPICAL CAUTION! UTILITY CROSSING LOWERING MAY BE REQUIRED EXISTING LIGHT POLE *C PROPOSED LIGHT POLE I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BeME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER TbLE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: i TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. m w 2 co 0 m U U L U c 0 Of 0 o _ fl- w J U (n o 7 m -0 o Z c U) 0 U) O J 0 LL z O 0 U Z � z W Q Q V J z Q 0. L Q Lu (D (n Lu 0 U) z 2i 0 elf 0 00-0 0 Cj Date: 03/03/2025 ,lob No.: 24015 C303 Sheet C3.3 of C5.2 126 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C D �il� PROPOSED IMPROVEMENTS SHOWN AS EXISTING I I I I I \ 1026 - , - - >- 1024 _ _ ORONO INDUSTRI BOUL VA I / / I 1025.76 �� \ 1025.87 ME 1026.11 1025.34 ME / 1025.30 \\ EX. BOUNDARY ------ ------ jam VTC x _ 1 1 116 CWA _ 1 ' ° _ I _ p� \ � 1025 HP 1025.33 �0`Z�� 0.5% co 0.5% I / I N 0.5% N 0.5% 1 2 1 1 I I' III o N 1024.59 c� I -.1. I' I 4 �� cv - 1� 15 v '1 �02 -- LL I II 15 30 60 11` 10.5% III II II I II 1 I III I I I I 2.3°r° I I I I III o I 11` SCALE: 1" = 30' ORIGINAL GRAPHIC SCALE 1 l I T I I 11 \ I PROPOSED o PROPOSED PROPOSED I� BUILDING 1 BUILDING 2 BUILDING 2 ° PROPOSED I 1 1 I 47% PROPOSED 4.7% PROPOSED I FFE - 1025.79 FFE - 1026.00 5.0% I BUILDING 3 I 1 FFE = 1025.33 l I I -i BUILDING 4 52% BUILDING 5 FFE = 1025.06 I I i t i FFE = 1024.35 FFE = 1023.68 I t - - - - I L 33.3% I (IIII/ 4.1% I / I 1 IIrl1 -- I II IIII I I I / / �� I I 4 II►I I I I 10.5% I I I 8" STEP 7.6% I I III a 7.3% I I I►� 11- I` -- a 3.1% rJ I l l l 1 / / I' to ►III r I � I I I IIII I ,a I I I IIIII I I I I I I I l ti II / I' I► I I I I I I L I $., T� I � I IIII l ► � I I ► I C I I I I I I I W M PROPERTIES LLB I I I 3.6 /° 3.1 /° ° ° I I ( I I I I I I 4.3% I I 1 1 ° ° PID.• 331 182 130015 I I III 3.9 /° 2.3 /° 2.7% I' I IIIII III l 8" STEP 8" STEP I IIII 8" STEP 8" STEP I / N 3° PROPOSED 11 I I a PROPOSED PROPOSED I I II d< 3i BUILDING 3 1 11 I I I I ° BUILDING 4 - BUILDING 5 / 4.4 /° I P 1 I►I I I - - - FFE = 1024.39 ► �1 1 I I FFE = 1023.67 I FFE = 1023.01 / I -I 5.6% - - - - - - / / I/ 10.0%I PROPOSED PROPOSED / I I► I I I I a I I , LEGEND BUILDING 1 PROPOSED BUILDING 2 I I I I I I I I 4.5% 2 0°�° ,143j ` FFE = 1025.12 BUILDING 2 / I 1 I 1 { _ - FFE - 1025.33 FFE = 1024.66 / �' I I I I I 1 / EXISTING 1' AND 5 CONTOURS I T +143o�� IIIII 5.8% I I I I I► I I I 1 I I I I I / 1431 PROPOSED V AND 5' CONTOURS 1430 o I 11025.04 TOC - - - - - III I I I I CD 8" STEP 8" STEP I / I 1�323 PROPOSED SPOT ELEVATION 11025.12 TOC 7.3% J 8" STEP I I► I I I I I / I 11 a I I 7 6% I ►. I Ix / I 2.0� FLOW DIRECTION & GRADE \ / I i I I I I I I 1 5.6/0 7.6/0 \ ;4 -- a \ ( I I I I I 11 � FFE FINISHED FLOOR ELEVATION - - _ ° \ 1024 3g� / 4.5% 33.3 /° I �( / / \ ME MATCH EXISTING 33.3% �p2 d BUILDING PROPOSED3 1 11 I 1 I PROPOSED C PROPOSED FFE = 1023.72 III I I BUILDING 4 BUILDING 5 I i TOC TOP OF CONCRETE FFE = 1023.01 J I I a. FFE = 1022.34 � / I o HP HIGH POINT o °r\i \ 1023.14 ° M \� 1022.42 M I �1020 M / 2 0.6 /° 0.5 /° / 1021.71 �2 M TOW TOP OF WALL � dui c' 0.5% co oAV 21• X / / ??? TOW 1021.00 TOW 1021.37 TOW \ - _ 1021.05 TOW o o BOW BOTTOM OF WALL Y`_--_- _ _ ___ ____ I P cv 1020.46 TOW _ - - \ M - - ----- --- -- _ 1020.69 TOW \ --- - - -- - - I P - - N N - I P 1021 1021-- ------ ---- - M _ -- _ LIMITS OF DISTURBANCE ECB ,; _ ��� --� -- M- ??? BOW 1019.02 BOW _ - - - - - 1020 / - � 1018.75 BOW 1019.21 BOW _ - ~ - ECB - - - - - � X` �` X X � //SILT 1018.92 BOW \ 11,0 0 LFNCE O------------ SF MNDO T RIGHT OF WA Y PLA T NO 27-129 - - - - - - - O _ � - - - 1018.55 BOW -_ _ _ ~ 5 INLET PROTECTION EX. BOUNDARY - - - - - _ _ _�__ _ __ VTC VEHICLE TRACKING CONTROL 1 EA PAM EROSION CONTROL BLANKET ECB 550 SY CONCRETE WASHOUT AREA CWA 1 EA GRADING NOTES: 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. 3. ALL ELEVATIONS ARE FLOWLINE UNLESS OTHERWISE NOTED 4. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION. 5. ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. 6. SEE SHEET C5.0 FOR CONSTRUCTION DETAILS. EROSION CONTROL NOTES: 1. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION. 2. SEE SHEET C5.0 FOR BMP DETAILS AND BMP MAINTENANCE NOTES. 3. THE CONTRACTOR SHALL PERFORM STREET SWEEPING AT THE END OF EACH WORK DAY TO MITIGATE ANY SOIL ON PERIMETER STREETS. 4. THE CONTRACTOR SHALL INSPECT THE BMP'S WEEKLY OR AFTER ANY SIGNIFICANT RAIN EVENT AND REPAIR BMP'S AS REQUIRED. 5. STOCKPILE AND STAGING LOCATION TO BE APPROVED BY ENGINEER. 6. ALL DISTURBED AREAS THAT ARE NOT HARDSCAPED SHALL RECEIVE PERMANENT STABILIZATION PER LANDSCAPE PLAN. 7. SEE SWPPP DOCUMENT BY HAGSTROM ENGINEERING FOR SEEDING, INSPECTION, AND MAINTENANCE REQUIREMENTS.. 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. SIGNATURE: TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. m co 0 m U a� U c 0 N a� Of 0 fl- W J U (n d 7 m 0 Z c o U) 0 z Q 0 z U) 0 0� Uz Luz W Q Q (D J z Q 0 0. Lu 0. Q Oz ( 00 w U O �' O z 0- 0 0� 00-0 a_ 0 Date: 03/03/2025 ,lob No.: 24015 C400 Sheet C4.0 of C5.0 127 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C D 9026-- ----_---- N % 1024.00 ��------------- �----------------- �/ ---- N 1024.00 1024.50 \ o L o ---- ,n 1024.50 � 1025.20 _ . N � I - -- \\T----__-_--I ---------7- 1025.79 TOC ' I - --_-------- - \\ 12.2% / � \ \ _-_-----__ -- I \\�-------_ --- 1025.71 TOC PROPOSED BUILDING 1 - - I PROPOSED 8" STEP BUILDING 1 _ � ---------_--- -- __ FFE = 1025.12 - I I - _ FFE = 1025.79 - - - - I 1025.21 TOA 1025.79 TOC , , / II \ \ 1025.79 TOC 1025.79 TOC 1025.79 TOC 1025.12 TOC i 1025.12 TOC 1025.12 TOC 1025.12 TOC 1025.12 TOC 1025.12 TOC 1025.79 TOC N � ° o b °6" STEP ° N 4 N L� p CNN 1025.71 TOC 1025.04 TOC 1025.06 TOC I 1025.07 TOC \ 1025.08 TOC 1025.08 TOC 1025.09 TOC 1025.71 TOC 1025.71 TOC 1025.71 TOC � \ I \\ 1025.21 TOA I I I � I p ° ° 4 \ ■ 4 n 0 GRADING NOTES: 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. 3. ALL ELEVATIONS ARE FLOWLINE UNLESS OTHERWISE NOTED 4. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION. 5. ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. 6. SEE SHEET C5.0 FOR CONSTRUCTION DETAILS. LEGEND - -1431 - - EXISTING V AND 5' CONTOURS FFE 1430 � ME 1431 PROPOSED V AND 5' CONTOURS ,,,-- 1430 TOC 03 PROPOSED SPOT ELEVATION TOA 2.00% FLOW DIRECTION & GRADE HP TOW BOW FINISHED FLOOR ELEVATION MATCH EXISTING TOP OF CONCRETE TOP OF ASPHALT HIGH POINT TOP OF WALL BOTTOM OF WALL NMLL- 0 5 10 20 SCALE: 1" = 10' ORIGINAL GRAPHIC SCALE 4 1025.71 TOC i 1024.70 1025.20 1025.20 10.0% 1024.70 11 !1 U I@ 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. SIGNATURE: i TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T c0 2 w N is 0 m U U L U c O a� Of 0 o - fl- = Lu J U U d 7 m O Z C N v 0 0 z z 0 Q U z �N WQ z06 CD J Q Ir- Q� 0�z (D 0. L 0 0LU J V rn V ! J 0 Q z Lu o 0 OC 0 Date: 03/03/2025 ,lob No.: 24015 C401 Sheet C4.1 of C5.0 128 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT ■ 4 A B C D / a a a a \ a � oa \ GRADING NOTES: 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. 3. ALL ELEVATIONS ARE FLOWLINE UNLESS OTHERWISE NOTED 4. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION. 5. ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. 6. SEE SHEET C5.0 FOR CONSTRUCTION DETAILS. LEGEND — —1431 - - EXISTING V AND 5' CONTOURS FFE 1430 � ME 1431 PROPOSED V AND 5' CONTOURS ,,,-- 1430 TOC 03 PROPOSED SPOT ELEVATION TOA 2.00% FLOW DIRECTION & GRADE HP TOW BOW FINISHED FLOOR ELEVATION MATCH EXISTING TOP OF CONCRETE TOP OF ASPHALT HIGH POINT TOP OF WALL BOTTOM OF WALL NMLL- 0 5 10 20 SCALE: 1" = 10' ORIGINAL GRAPHIC SCALE I2*1 II / / �1 a i )C / 1024.98 TOC Q \ 4 / o o N I 1025.06 TOC 4_ Is 1_1 Ill v 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. SIGNATURE: i TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC [BENCHMARK: EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T c0 2 w 2 to 0 m U U L U c O a� Of 0 o - fl- = Lu J U (n d 7 m O Z C N � 0 v ) 0 0 Z z 0 Q U Z � w z M (D 0 � QZ 0 NQ 1..� Lu �0n V 0 V (n J 0 Q Z Lu 0 0 OC 0 Date: 03/03/2025 ,lob No.: 24015 C402 Sheet C4.2 of C5.0 129 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C WE LEGEND GRADING NOTES: — —1431 - EXISTING V AND 5' CONTOURS FFE FINISHED FLOOR ELEVATION 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY / 1430 NMLL- THE ENGINEER WITH ANY DISCREPANCIES. ME MATCH EXISTING 1431 PROPOSED 1' AND 5' CONTOURS 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. ,,--1430 TOC TOP OF CONCRETE 3. ALL ELEVATIONS ARE FLOWLINE UNLESS OTHERWISE NOTED 03 PROPOSED SPOT ELEVATION TOA TOP OF ASPHALT 0 5 10 20 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM 4. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION. 2.0 FLOW DIRECTION &GRADE HP HIGH POINT A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SCALE: 1" = 10' 5. ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. TOW TOP OF WALL ORIGINAL GRAPHIC SCALE SIGNATURE: TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM 6. SEE SHEET C5.0 FOR CONSTRUCTION DETAILS. BOW BOTTOM OF WALL jv DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T c0 2 w N is 0 m U U L U c O a� Of 0 o - fl- = Lu J U U d 7 m O Z C N � v 0 0 Z z 0 Q U Z � wQ z� J �� o(D Q Qz 0�o 0�w (DJ Q� 0D � Cn w J m 0 Q Z o 0 00-0 Date: 03/03/2025 ,lob No.: 24015 C403 Sheet C4.3 of C5.0 130 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C WE LEGEND GRADING NOTES: — —1431 - EXISTING V AND 5' CONTOURS FFE FINISHED FLOOR ELEVATION 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY / 1430 NMLL- THE ENGINEER WITH ANY DISCREPANCIES. ME MATCH EXISTING 1431 PROPOSED 1' AND 5' CONTOURS 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. ,,--1430 TOC TOP OF CONCRETE 3. ALL ELEVATIONS ARE FLOWLINE UNLESS OTHERWISE NOTED 03 PROPOSED SPOT ELEVATION TOA TOP OF ASPHALT 0 5 10 20 1 HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT I AM 4. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION. 2.0 FLOW DIRECTION &GRADE HP HIGH POINT A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SCALE: 1" = 10' 5. ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. TOW TOP OF WALL ORIGINAL GRAPHIC SCALE SIGNATURE: TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM 6. SEE SHEET C5.0 FOR CONSTRUCTION DETAILS. BOW BOTTOM OF WALL jv DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T c0 2 w N is 0 m U U L U c O a� Of 0 o - fl- = Lu J U U d 7 m N O Z C N v! 0 0 Z z 0 Q U Z � wQ zLr) J �� o(D Q Qz 0�o �w (DJ Q� 0D � Cn w J m 0 Q Z o 0 00-0 Date: 03/03/2025 ,lob No.: 24015 C404 Sheet C4.4 of C5.0 131 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C WJM PROPERTIES LLC \ -;10o PID: 3311823130015 'oc, 20 \ WQCV WSEL=1020.87 PROPOSED GRADE 1.0' BERM EL=1022.0 EXISTING GROUND WQCV WSEL = 1020.87 3:1 MAX 4"0 STORM CLEANOUT W/ WATERTIGHT CAP 6" MIN. DEPTH MEDIA MIX D 60% COARSE SAND 25% TOPSOIL 15% COMPOST (MnDOT GRADE 2) MATCH EXISTING BOTTOM OF POND EL=1017.0 9.1' POND BOTTOM 4" PERF. PVC 4.0' SAND AND FILTER MATERIAL SECTION A -A FILTRATION POND N.T.S. OUTLET STRUCTURE 4"0 STORM CLEANOUT W/ WATERTIGHT CAP 2" #8 STONE J 3" #57 STONE, WASHED 4" 0 PERFORATED PVC UNDERDRAIN @ 0.5% UNDERDRAIN DETAIL N.T.S L4"0PVC @0.5% UNDERDRAIN FLOW DIRECTION OUTLET STRUCTURE SEE DETAIL THIS SHEET EXISTING PIPE TO BE REMOVED WITHIN STRUCTURE 2.0' 10.0' 2.0' EL=1022.0 EL=1022.0 CI EMERGENCY SPILLWAY N.T.S WQCV WSEL = 1020.87 .OJT CATEGORY 90 ROLLED EROSION PREVENTION PRODUCT CONCRETE HEADWALL 0.5' 12.0' TOP EL = 1021.0 BOTTOM EL = 1015.0 PIPE FLOW ���� I D:n PIPE INV = 1017.0 J Ll INV = 1016.9 J CLASS II RIPRAP CONCRETE FOREBAY N.T.S INLET GRATE (CLOSE MESH) RACK SWIVEL REBAR HINGE IN BACK BOLT DOWN OR LOCK DOWN IN FRONT 6.0' 0.5' TOP OF BOX = 1020.87 7.32' 7.82' 4" PVC INV IN = 1014.65 EX. 48" RCP INV IN & OUT = 1014.47 BOTTOM OF BOX = 1013.55 6' X 6' PRECAST BOX 0.5' W/ REINFORCEMENT OUTLET STRUCTURE SOUTH FACE N.T.S 10% SLOPE 4" SCH 40 PVC CLEANOUT W/ WATERTIGHT CAP RIM=1016.81 INV=1015.35 N:171,093.28 E: 446,059.81 EX. FES INV.= 1014.3 1 o I Q� 1020.21 TOW 1018.00 BOW MRGENCYI I SPILLWAY. SEE DETAIL THIS SHEET. I I I I I I 1 � I POND BERM (TYP)1 i I 1, 62 LF LANDSCAPE WALL I 1017.20 BOW 1020.14 TOW 1 I I I I I 0011 01 1 II� li� FOREBAY. SEE DETAIL THIS SHEET 1 1 I MNDOT RIGHT OF WAY PLAT NO 27-129 1022.09 1 I I 11 STORM SEWER. a SEE SHEET C3.3. I I 1 1 1 II 2-YR DEPTH=0.19' r 0.20' SWALE DEPTH MNDOT CATEGORY 70 ROLLED EROSION NORTH SWALE PREVENTION PRODUCT N.T.S POND NOTES: 0 10 20 40 SCALE: 1" = 20' ORIGINAL GRAPHIC SCALE LEGEND EXISTING STORM SEWER Amok PROPOSED STORM SEWER PROPERTY BOUNDARY - - LOT LINE ------------ - EXISTING EASEMENT LINE ,1411 1410� EXISTING V AND 5' CONTOURS 1410 �� PROPOSED V AND 5' CONTOURS 2.00% FLOW DIRECTION & GRADE WSEL WATER SURFACE ELEVATION TOW TOP OF WALL BOW BOTTOM OF WALL > - PROPOSED DRAINAGE SWALE 4% SLOPE SOUTH SWALE N.T.S 2-YR DEPTH=0.05' r 0.08' SWALE DEPTH MNDOT CL II RIPRAP 1. TO AVOID OVER -COMPACTION OF THE POND, AFTER GRADING THE POND, DO NOT DRIVE HEAVY EQUIPMENT OVER THE POND AREA. 2. THE POND MAY BE UTILIZED AS TEMPORARY SEDIMENTATION BASINS DURING CONSTRUCTION. ALL CONSTRUCTION DEBRIS AND SEDIMENTATION SHALL BE REMOVED FROM POND PRIOR TO FINAL STABILIZATION. 3. REFER TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ORONO GARAGE CONDOS BY HAGSTROM ENGINEERING FOR CONSTRUCTION RELATED BEST MANAGEMENT PRACTICES TO REDUCE SEDIMENT AND EROSION CONTROL. 4. OPERATION AND MAINTENANCE OF THE POND IS REQUIRED FOR LONG-TERM FUNCTIONALITY OF THE POND. PLEASE SEE THE POND OPERATION AND MAINTENANCE PLAN AND CHECKLIST THAT IS INCLUDED IN THE FINAL DRAINAGE REPORT FOR ORONO GARAGE CONDOS BY HAGSTROM ENGINEERING. NOTES: 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. 2. INSTALL PERIMETER BMPs PRIOR TO ANY CONSTRUCTION. 3. ALL ELEVATIONS PROVIDED ARE FINISHED GRADE UNLESS OTHERWISE NOTED. 4. SEE SHEETS C5.0 - C5.2 FOR CONSTRUCTION DETAILS. 1 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. SIGNATURE: i TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T m 2 N is m U a> U cn c 0 a� Of 0 o - fl = WJ U `n a� m 7 m -0 o Z c v) V ) 0 0 Z 0 z U Z � W Q 0 � n J z 0 �Wui 0 C Q H O Lu Z 0 00-0 0 Date: 03/03/2025 ,lob No.: 24015 C405 Sheet C4.5 of C5.0 132 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C Em HARD SURFACE / PUBLIC ROAD I a 10, o / a a a a a a a a a a o ORONO PLATE NO: E RO-502 3.00' 1" -'d C. 6" d Q. O - 7 CONCRETE V-PAN DETAIL N.T.S. 2" WEAR COURSE MIXTURE SPWEA340C 2" NON -WEARING COURSE MIXTURE SPNWA340C TACK COAT PER MNDOT 2357 F 10" AGGREGATE BASE CLASS 5 COMPACTED SUBGRADE HEAVY DUTY BITUMINOUS PAVEMENT SECTION* N.T.S. * PAVEMENT SECTION BASED ON RECOMMENDATION OF GEOTECHNICAL ENGINEER. FINAL APPROVAL OF PAVEMENT SECTION PER OWNER. 3" MINUS WASHED COARSE AGGREGATE (OR APPROVED EQUAL) 18" MIN CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE— MnDOTTYPE V (3733) GEOTEXTILE FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK ROCK CONSTRUCTION ENTRANCE NOT TO SCALE ROCK CONSTRUCTION ENTRANCE DETAIL LOG REVISIONS: DATE: Created August 2018 O LNK Real People. Real Solutions. FASTEN GEOTEXTILE FABRIC TO POST WITH PLASTIC ZIP TIES (3 MINIMUM) STEELSTUDDED'T' POST 5' MINIMUM LENGTH POSTS AT U MAXIMUM SPACING GEOTEXTILE FABRIC, 36" WIDE (SEE NOTE 1) FABRIC ANCHORAGE TRENCH DIRECTION OF BACKFILL WITH TAMPED NATURAL SOIL RUNOFF FLOW T Z z W Lo _ Z_ o aLU 1D� N 2 \� 4 w MIN NOTE: GEOTEXTILE FABRIC SHALL BE PER MnDOT SPEC 3886 SILT FENCE - HEAVY DUTY NOT TO SCALE STEEL STUDDED'T' POST 5' PLASTIC'ZIP' TIES MINIMUM LENGTH POSTS (50# TENSILE) AT 6' MAXIMUM SPACING LOCATED IN TOP 8" GEOTEXTILE FABRIC, 36" WIDTH DIRECTION OF RUNOFF FLOW z w O Na O a LU ~ ci MACHINE SLICE w 8"-12" DEPTH (PLUS 6" FLAP) SILT FENCE - MACHINE SLICED NOT TO SCALE SILT FENCE DETAIL LOG BO LTO N REVISIONS: DATE: & MEN K ORONO PLATE NO: Created August 2018 F ERO-400 kfSHOReal People. Real Solutions. FLAP POCKET INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH 1 2 NOTES: INLET PROTECTION DEVICES SHALL BE MAINTAINED OR REPLACED AT THE B DIRECTION OF THE ENGINEER. MANUFACTURED ALTERNATIVES APPROVED USE REBAR OR STEEL ROD AND LISTED ON THE DEPARTMENTS EROSION CONTROL PRODUCT FOR REMOVAL ACCEPTABILITY LIST MAY BE SUBSTITUTED. WHEN REMOVING OR OR 4 MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE - FOR INLETS WITH CAST SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL IN THE INLET. GEOTEXTILE FABRIC, TYPE WOVEN CURB BOX USE WOOD ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. MONOFILAMENT CONFORMING TO SPEC. 3886, TABLE 3886-1 I 2x4, EXTEND 10" BEYOND GRATE WIDTH ON BOTH ❑2 FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED, SHALL EXTEND A MACHINE SLICE I 1Z SIDES, LENGTH VARIES, MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR (" I SECURE TO GRATE WITH REMOVAL. FRONT, BACK AND BOTTOM TO BE MADE FROM SINGLE Ji. WIRE OR PLASTIC TIES FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2x4. PIECE OF FABRIC INSTALLATION NOTES: 4"x6" OVAL H�LE SHALL BE I MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE DO NOT INSTALL PROTECTION IN INLETS SHALLOWER THAN 30", MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. HEAT CUT INT ALL FOUR SIDE PANELS I I PIECES AND ON FLAP POCKETS TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE. THE TIES SHALL BE PLACED AT A MAXIMUM OF 4" FROM THE BOTTOM OF THE BAG. INLET PROTECTION GEOTEXTILE BAG NOT TO SCALE �Q DETAIL LOG ORONO PLATE NO: E RO-102 INLET PROTECTION BO LTO N & MEN K REVISIONS: DATE: GEOTEXTILE BAG Created August 2018 ,y \kesH0 Real People. Real Solutions. ❖.❖. ❖.❖. ❖.❖. r1Gr:IKIITInKI CONCRETE WASHOUT AREA N.T.S. DI IDDnCG (E) A DESIGNATED, SHALLOW EXCAVATION WITH A PERIMETER TO CONTAIN WASTE FROM CONCRETE TRUCKS, SMALL BERM, SILT FENCE, AND VTC, DESIGNED FOR CONCRETE BATCH CONCRETE MIXERS, PUMP TRUCKS, AND OTHER WASHOUT OPERATIONS. WASHOUT OPERATIONS. SILT FENCE AROUND SILT FENCE AROUND V MIN. / EARTH BERM. SEE V MIN. ___1 If DETAIL SF. 2% 3' 3'1 3' MIN. 8'x8' MIN. 9' MIN. EXISTING GRADE COMPACTED EMBANKMENT INSTALL POLY LINER MATERIAL LE TRACKING ROL. SEE L VTC. TRUCTION 51(UN (MANDATORY) VEHICLE TRACKING CONTROL. SEE DETAIL VTC ROCK SOCK RS N.T.S. DEFINITION PURPOSE A TEMPORARY SEDIMENT BARRIER PLACED ON -GRADE. TO INCREASE SEDIMENTATION FROM SEDIMENT LADEN RUNOFF AND SLOW THE VELOCITY OF STORM RUNOFF. VARIABLE LENGTH 3/4" GRAVEL IN 1/4" WIRE MESH NOTES 10" OR 4" WIRE TIE ENDS ANY GAP AT JOINTS SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF 3/4" ^"—' `"'^"^ WITH 1t,+ WIRE ENDS OF ROCK JOINT DETAIL 1. SEE DETAIL CS FOR ROCK SOCKS USED IN CURB FLOW LINE. 2. SEE DETAIL IP FOR ROCK SOCKS (CURB SOCK) USED AS ON -GRADE CURB INLET PROTECTION. 3. SEE DETAIL IP-A FOR ROCK SOCKS USED AS SUMP CURB INLET PROTECTION. 4. SEE DETAIL RCS FOR ROCK SOCKS USED AS ROUGH CUT STREET CONTROL. 5. SEE DETAIL CP FOR ROCK SOCKS USED AS CULVERT PROTECTION HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC DDninune A ov. EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. 2 w co co 0 m U U U c O Of 0 .L5 fl- = w J U U d 7 m N Z C � v 0 0 Z J 0 U Z Q w W Q 0 (, J z 0 0� W v ZD V n r v I— , 0 z Z � 0 00-0 Date: 03/03/2025 Job No.: 24015 C500 Sheet C5.0 of C5.0 133 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C WE w 5" STORZ Pumper Nozzle F7, "HYDRAFINDER" Z HYDRANT LOCATOR HYDRANTS LOCATED WHERE THE GROUNDWATER (PROVICDE 2 PER HYDRANT) DELIVER w Z D&U TABLE IS ABOVE THE DRAIN OUTLET SHALL HAVE EXTRA ONE TO ORONO PUBLIC WORKS w z 2 CL PL EASEMENT THE OUTLET DRAIN PLUGGED AND SHALL BE HYDRANT SHALL BE WATEROUS PACER "PUMP J w EQUIPPED WITH A TAG STATING AFTER USE" WB-100 OR WB-67 WITH STAINLESS BOLTS J >j t/) AND 16" TRAFFIC BREAK OFF SECTION GATE VALVES SHALL BE AMERICAN 3 w VARIABLE FLOW CONTROL 2500 SERIES OR HYDRANT SHALL BE FOR 8.0' BURY. 10, AWWA APPROVED EQUAL, RESILIENT WATERMAIN SHALL HAVE T6" OF COVER. VARIABLE SEAT WEDGE TYPE GATE VALVE 16" BREAK OFF PROPOSED FINISHED CONNECTTRACER WIRE TO STREET ELEVATION N 6' STEEL T POST MARKER PAINT UPPER BOTTOM NUT OF HYDRANT ff WITH RING TERMINAL PROPOSED FINISHED 12" BLUE (INCIDENTAL) STEEL FENCE PO ST -. •y ' 2" MIN GROUND CLEARANCE STREET ELEVATION 9 TYP 1� / cc FINISHED GROUND ELEVATION SEE PLAN (G=X.X) 0 6" GATE COVER FILTER AGGREGATE WITH CURB STOP AN I VALVE &BOX z_ MnDOT TYPE IV GEOTEXTILE _ BOX WITH ROD SEE DETAIL WAT-400 INSTALL TRACER WIRE PER SPEC CURB STOP & BOX WATER SERVICE 1" 6" WMNi TIE ROD w w POLY WRAPPED > > w 5' J TYPE "K" COPPER ? BLOCKING AND ANCHORING AS SPECIFIED C), O O LU Q " CORPORATION STOP m ° Z 10, Q :' o° .:. oo °o° ° o °o° Z ii 1 COPPER SERVICE. Q WATERMAIN ' CONCRETE BASE VMEGALUG j ° oo CONCRETE BLOCK SUPPO CONCRETE BLOCK oo ;' o ° \, m RESTRAINT @ EVERY JOINT ^ EXPANSION 0.5' FLARED &CRIMPED 10' MIN. 0 HYDRANT LEAD TO BE COARSE FILTER AGGREGATE (MNDOT 3149.2H) LOOP \ COPPER SERVICE LINE DIP, CL. 52 WATERMAIN MINIMUM HEIGHT OF 6" ABOVE WEEP HOLES 1/2 C.U. YD. - 1 112" ROCK 7':,AI\IITA (INCIDENTAL)NOTE: 2"X2" MARKER 1. HYDRANT & GATE VALVE TO BE TIED TO RY SEWER WATER MAIN WATERMAIN WITH METAL RESTRAINING o 22 MAX 5' (UNLESS NOTED TIE RODS IF SPECIFIED. OTHERWISE ON PLANS) 2. HYDRANTS AND GATE VALVES SHALL BE 1" CORPORATION STOP AND CONCRETE BRICK CORPORATION STOP 5' (UNLESS NOTED RESTRAINED WITH MEGALUGS. WATERMAIN TAPPING SADDLE AS REQUIRED VARIABLE MUELLER H-15000 OTHERWISE ON PLANS) 3. RESILIENT WEDGE VALVE CONFORMING TO AWWA C-509-80 STANDARDS. (AS SPECIFIED) (PLACE ELBOW TO MAINTAIN FORD F-600 A.Y. MCDONALD4701 4. ALL D.I.P. WATERMAIN SHALL BE COVER AS NEEDED) CURB STOP — WRAPPED WITH 8 MIL PLASTIC. MUELLER H-15154 INCLUDING ALL MECHANICAL JOINTS AND POLY TAPED AT ALL JOINTS. NOTE: FORD B22-333M OR B22-444M A.Y. HYDRANT PROPOSED CURB WATER SERVICE INSTALLATION CURB STOPS SHALL NOT BE LOCATED MCDONALD 4717 IN DRIVEWAYS UNLESS APPROVED BY CURB BOX LOCATION DETAIL NEW CONSTRUCTION ENGINEER. CURB STOPS IN E MUELLER H-10300 OR H-10304 DRIVEWAYS MUST BE ENCLOSED IN 5-56 FORD EM EMMCD2-7 2-7 HYDRANT INSTALLATION, MEGALUGS NOT TO SCALE ESS BROTHERS SEWER CLEANOUT, A.Y. LD 5615 WITH ROD N0. 5669 NOT TO SCALE WITH COVER MARKED "WATER". HYDRANT INSTALLATION, MEGALUGS DETAIL LOG BOLTON (D & M E N K Q WATER SERVICE INSTALLATION NEW CONSTRUCTION DETAIL LOG BOLTON & M E N K �� SEWER AND WATER SERVICE CONNECTIONS DETAIL LOG BOLTON & MEN K REVISIONS: DATE: REVISIONS: REVISIONS: DATE: Created August 2018 Created August 2018 ORONO PLATE NO: ORONO PLATE NO: Created August 2018 ��Iq RONO PLATE NO: �WAT-101 Added STORZ March 2022 y �tq WAT-000 y ��q WAT-100 y KESHO", Real People. Real Solutions. �G` kESHO� Real People. Real Solutions. ��`� \ESHU- Real People. Real Solutions. 6 NEENAH R-1642B FRAME AND COVER OR EQUAL WITH 2 CONCEALED PICK HOLES. MIN 3 1. RUBBER GASKET (TYPICAL) MAX 6 ---�$� CONCRETE ADJUSTING 2. FLEXIBLE WATERTIGHT SEAL TO BE 27 r'• RINGS WITH APPROVED BY ENGINEER - L'JRAMNEK BETWEEN 00 ADJUSTING RINGS FORD TYPE Al CASTING LABELED 3. SHAPE, DEPTH AND SLOPE OF "SEWER" (OR APPROVED EQUAL); INVERT TO BE APPROVED BY CASTING SHALL BE INSTALLED ON ENGINEER FINISHED SURFACE FULLY COMPACTED MATERIAL ❑7 1 4. MnDOT TYPE "B" ECCENTRIC `• PRECAST CONCRETE CONE SECTION '•� INSTALL A WATERTIGHT TYPICAL FOR ALL MANHOLES .4. w TERMINATE TRACER WIRE WITHIN PVC THREADED CAP 5. PLACE EXTERIOR CHIMNEY SEAL '+ 5 48" • ' > VOID BELOW CASTING COVER, CAD WELD TRACER WIRE TO CASTING PVC CLEANOUT RISER, SDR 26 (WHEN SPECIFIED) SAME SIZE AS SERVICE LINE #8 AWG STEEL CORE -COPPER COATED 6. 8" WIDE, %4" THICK BITUMINOUS TRACER WIRE, EXTEND FROM GRAVITY MASTIC WRAP FULL SEWER TO TOP OF CLEANOUT 45° BEND 1.5" TYPE 9.5 WEARING COURSE (SPWEA240B) (2360) CIRCUMFERENCE (WHEN SPECIFIED) BEND AS REQUIRED BITUMINOUS TACK COAT (2357) 7. BRING TRACER WIRE INTO 2 TRACER WIRE � (45° MAX. PER BEND) — FL WATERTIGHT CAP W (INCIDENTAL) 2" TYPE 12.5 NON -WEARING COURSE (SPNWB230B) (2360) 2 MANHOLE AT PIPE CONNECTION, 3 WYE PROVIDE 3' MIN COIL OF TRACER i I SEWER SERVICE SLOPE 6" AGGREGATE BASE, CL 5 (2211) WIRE WITHIN THE MANHOLE , ' PVC SEWER PIPE SCHED. 40 REQUIREMENTS MIN. 1.0% SUBGRADE PREPARATION (2112) (INCIDENTAL)TTACH TRACER WIRE TO MAIN OPTIMUM 2.0%-MAX. 12.5% TRACERSECURELY WIRE REFER TO PLANS RISER (AS NEEDED) ON FOR PIPE REQUIRED 6" MIN INTEGRAL UNDISTURBED TRENCH WALL BITUMINOUS TYPICAL SECTION TRACER WIRE TO BE USE WHEN PRECAST CONCRETE BASE 7' NOTE: 45° BEND 1. CLEANOUT, TRACER WIRE, &CASTING yO, NON-CONDUCTIVE PIPE IS INSTALLED PAID AS SANITARY SEWER SERVICE CLEANOUT NOT TO SCALE CURVE INVERT IN DOWNSTREAM WYE BRANCH UNLESS DIRECTION (TYP) `y `p SPECIFIED OTHERWISE 2. TRACER WIRE SHALL BE COATED WITH Fy`. l'•r STEPS OVER OUTLET GRAVITY SEWER AS SPECIFIED HDPE GREEN JACKET & LABELED SEWER IF REQUIRED (TYP) REFER TO TRENCH DETAIL FOR INSTALLATION REQUIREMENTS SANITARY SEWER SERVICE WITH CLEANOUT - FLOW FLOW - FLOW NOT TO SCALE V PLAN VIEWS SANITARY MANHOLE WITH TRACER WIRE NOT TO SCALE BITUMINOUS PATCH DETAIL LOG BOLTON M E N K Q� SANITARY MANHOLE WITH TRACER WIRE DETAIL LOG BOLTON SANITARY SEWER SERVICE WITH DETAIL LOG BOLTON & MEN K REVISIONS: REVISIONS: REVISIONS: DATE: DATE: Created August 2018 ORONO PLATE NO: gATE: Created August 2018 ORONO PLATE NO: Created Au ust 2018 ORONO PLATE NO: yFl�KESHO STR-100 Real People. Real Solutions. yel ESHOR SAN-000 Real People. Real Solutions. y<`"NESHO� SAN-103 Real People. Real Solutions. HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC RGNIrI-IAAADV- CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. a m 0 m (D U (D U c 0 0 oLU = J U U) T m o z o U) 0 0 Z J 0 U Z Q w w Q 0 nJ 1..� O 0� W v V U) F_ 0 z Z � 0 0./ 0 Date: 03/03/2025 .lob No.: 24015 C501 Sheet C5.1 of C5.0 134 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C WE BEARING NOTES: AREA 75%OF TEE _III= =III III 1. SHAPE OF BACK OF 100% (TYPICAL ITi = TII1= 7s% 75% ITI NOTES: ALL DIP WATERMAIN SHALL BE F- u - -I DROP LID WRAPPED WITH 8 MIL POLY BUTTRESS MAY VERY AS LONG AS POURED AGAINST FIRM UNDISTURBED EARTH. 2. DIMENSION C1,C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE EQUAL TO OR LARGER THAN 45°. 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT INTERFERING WITH MJ BOLTS. 4. = 45° MINIMUM. TYLER NO. 6860 INCLUDING ALL MECHANICAL JOINTS ci leg MUELLER NO. H-10361 BIPPY-STE-CROIX NO. B-5160 m-ITI-=ITiTITi= -mTIT= `IT TIT 1 =1T1' 7.5' MINIMUM COVER REQUIRED T 75%1= 75%OFTEE OVER TOP OF WATER MAIN. II III IIIIII I = (TYPICAL) PLANS MEGALUGS OR 2 - 3/4" TIE RODS REQUIRED FROM VALVE TO TEE. GRADE COMPACTED BACKFILL =1 i I III ITI1 III I'I'I'I I -1I II� �� - TOP AS SPECIFIED UNDISTURBED - I-ul= `iL-111- 1 °1 lr111-1� TYLER NO. 6860 26" I u- _ IIII EARTH (TYP) IIII ADJUST TOP TO 1/2" BELOW ullMUELLER NO. H-10361 26" \ u? 100% IIII GRADE. BOX TO BE SET TO BIPPY-STE-CROIX NO. VB502 27" PROVIDE 12" OF ADJUSTMENT. -11 Iill-II-III- =III -III- - OF TEE III - _ 100% OF III - - - _ - IIII 100% _II 90°ELBOW 'Iill- I- _ .I 75% 11 ITEIT111- --11-� -� PLUG OR CAP 5. PLACE POLYETHYLENE BETWEEN PLUG OR CAP EXTENSION TYLER NO. 6860 CONCRETE & PIPE. LENGTH TYLER NO.58 14" MUELLER NO. H-10357 3/8" TIE ROD (TYP) NO. 59 18" BIPPY-STE-CROIX B-5001 1118 s u- ln'ITDEFECnoNM NO. 60 24" GATE VALVE BOX, SCREW TYPE, PIPE MATERIAL MUELLER NO. 58 14" 3 PIECE, 5 1/4" SHAFT, SIZE G -SEE NOTE 4 % - LII - NO.59 20" ROUND BASE ENDED, #6 AS SPECIFIED -SEE NOTE 4 --III =1= _, - BIPPY-STE-CRolx \\\ \ \ \ =1 v6520 N0. 57 s" 12" M IN 100% _ITr-u r I I - - _l a=u l-ITI=1 u ITI ul a III -III -� V6521 N0.58 14" WEIGHT OF CONCRETE o 50% 50% 50% 50% vB522 NO.59 20" GRANULAR BEDDING & CURVE THRUST BLOCKING TO RESIST 100% CARDBOARD VB523 NO. 60 26" NUT EXTENSION INSTALLED SEPARATOR ONLY WHEN REQUIRED ENCASEMENT MATERIAL \\ / \\/\\/� ♦ A OF TOTALTHRUST 2-NS BARS - __ ' � 3/8" TIE RODS O D AS SPECIFIED 100% STAINLESS STEEL BOLTS \/ • \/\/ - !T _ BOTTOM \/// \\//\\// 611 • •e• VERTICAL -I - - - TYLER NO. 6860 65" I -III -I - L, _=T=ITEIIL I� 'Y 'd ♦•. dp II'1- 100% OF TEE 1 d , A MUELLER NO. H-15161 65" GATE VALVES SHALL BE AMERICAN FLOW TRACER WIRE AS SPECIFIED TICAL BEND VALVE VALVE IF SHOWN \ \ \ \ \ \ \ \ \ \ \ \ \ .. a DEAD END BIPPY-STE-CROIX NO. VB516 60' CONTROL 2500 SERIES OR AWWA APPROVED 1 ♦- ' . ON PLAN EQUAL, RESILIENT SEAT WEDGE TYPE TAPE TO PIPE AT 5 INTERVALS, A 3' GATE VALVE ADAPTER PLACE BELOW SPRING LINE LJj PLAN 900 BENDS PLAN 450 BENDS VARIABLE 3 - SEE NOTE 4 MIN. � 6" o 00% BEARING AREA (SQ FT) MlIffilimmm IIIIIIIIIIE!� BUTTRESS DIMENSIONS PIPE SIZE 22 1/2° BEND 45° BEND 90° BEND 61 D1 B 2 D2 B 3 D3 6" V-5" V-5" V-5" V-5" 2'-1" V-6" 8" V-5" V-5" 2'-1" V-6" 2'4" 2'-0" 12" 1'-10" 1'-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'-0" 2'-0" T-10" 1 3'-0" 6-2" T-6" 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'4" 4'-0" 24" 4'4" 3'-0" 6-10" 3'-10" 9'-8" 5'-0" 30" - - 9'-3" 6-0" 1 17'-0" 6'-0" ARROWS( }INDICATE THRUST DIRECTION NOTES: SIDE THRUST PER PRESSURE PER - DEGREEEO OF DEFLECTION ALLTEES _ _ , , MEGALUG MEGALUG 11 OD + 24 1. FIGURE (100%) AT THRUST BLOCK INDICATES PIPESIZE SIDETHRUST-LB PIPE SIZE SIDE THRUSTAB BASE PER CENT OF TOTAL THRUST TO BE APPLIED q 35 14 377 FOR BEARING AREA. 6 72 16 486 2. CONCRETE FOR THRUST BLOCKS TO BE 8 122 18 665 2000 PSI. 10 197 20 790 ., ..-,._........... .... �,....- ..-.......-..._ 12 278 24 1150 A T ^ /� T ^ D v r I A/ A 1 � D K A A I K I 1 K� N I r W AND AT BENDS DEFLECTING 11-111- nip c�� MULTIPLYTHRUST BY DEGREE OF DEFLECTION TO I V � V V r L I `I V 1r�� 4 1 1 A IL I V OR MORE. OBTAIN TOTAL THRUST 4. WRAP THE PIPE WITH POLYETHYLENE WRAPPING 8"CONC. BLOCK NOT TO SCALE PRIOR TO POURING THE THRUST BLOCK. CONCRETE SHALL BE A NOTE: 5. SEE SOILS INABSENCE FOR SOILSBEARING STRENGTH OF p Qi BEARINGAREASAREBASEDON250LB SOIL. INNAOILSP ID ALE MEDIUM 1) GATE VALVE ADAPTOR: ° MAXIMUM PRESSURE AND SOIL BEARING AVERAGE SOIL (SPADABLE MEDIUM CLAY) CAN IN CONTACT WITH 77 BE ASSUMEDTOHAVE ABEARING STRENGTH ADAPTORS, INC. GATE VALVE THIS QUADRANT OF o C°1' C2' " A STRENGTH OF 2000 LB/54 FT. OF 2000 PSI. /''� �.A 6. THRUST BLOCKS ARE NOT REQUIRED ON PVC ADAPTOR OR EQUAL PIPE C3 - WITH SOLVENT WELDED JOINTS. ° o 1/4" STEEL WITH CONCRETE THRUST BLOCKS UNDERGROUND COATING BEDDING MATERIA NOT TO SCALE UNDISTURBED EAR T GATE VALVE ADAPTOR 2) NEOPRENE GASKET INSTALLED CONCRET NOT TO SCALE BETWEEN THE GATE VALVE AND SECTION A -A PLAN 22 1 /20 BENDS GATE VALVE ADAPTOR TO TYPICAL ABSORB ANY PRESSURE OR GATE VALVE MOVEMENT CAUSED BY ROAD TRAFFIC DETAIL LOG DETAIL LOG DETAIL LOG DETAIL LOG N� CONCRETE nn BO LTO N �o�o CONCRETE nn BO LTO N ��N� GATE VALVE & nn BO LTO N ���'�p PVC WATERMAIN nn BO LTO N THRUST BLOCKING REVISIONS: DATE: I 1 THRUST BLOCKS REVISIONS: DATE: I 1 BOX INSTALLATION REVISIONS: DATE: , 1 TRENCH REVISIONS: DATE: / 1 Created August2018 & M E N K Created August2018 & M E N K Created August2018 & M E N K Created August & M E N K ORONO PLATE NO: ORONO PLATE NO: ORONO PLATE NO: ORONO PLATE NO: yel, Sx4� WAT-207 Real People. Real Solutions. y�`�kesFlQs`�j` WAT-206 Real People. Real Solutions. �gAESµWAT-400 Real People. Real Solutions. y�kESH4� % WAT-200 Real People. Real Solutions. TABLE 1, RECOMMENDED MINIMUM TRENCH WIDTHS HP STORM TRENCH INSTALLATION DETAIL I MIN. COVER TO MIN. COVER TO RIGID PAVEMENT, H FLEXIBLE PAVEMENT, H - TRACER WIRE FINAL BACKFILL SPRINGLINE ----- F%INITIAL Y+'A BACKFILL CONCRETE HEADWALL ENCASED CONNECTION DETAIL INSTALLATION VIEW DETAILED CONNECTION VIEW Stainless steel take-up clamp a a Optional embedded WaterStop gasket 'd a '23 ADS N-12 or HP Storm a a Concrete headwall m r.. a ° ;'`::FS:*.'�-'•. HAUNCH TABLE 2, MINIMUM RECOMMENDED COVER BASED ON ° WATER SERVICE _� `' ''�''""'= ': x''`a`' VEHICLE LOADING CONDITIONS 9 MIN. TRENCH PIPE DIAM. WIDTH 12" 30" 300mm 762mm 15" 34" (375mm) (864mm) 18" 39" 450mm 991mm 24" 48" 600mm 1219mm 30" 56" 750mm 1422mm 36" 64" 900mm 1626mm 42" 72" 1050mm 1829mm 48" 80" 1200mm 2032mm 60" 96" 1500mm 2438mm SERVICE SADDLE TAPE nd. 5' INCREMENTS 4" FOR 12"-24" PIPE BEDDING 6" FOR 30"-60" PIPE I I SUITABLE I MIN TRENCH WIDTH I Ilf (SEE TABLE) ���III FOUNDATION NOTES. 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS". LATEST ADDITION, SURFACE LIVE LOADING CONDITION V PIPE DIAM. H-25 HEAVY CONSTRUCTION (75T AXLE LOAD)' 9 12" - 48" (300mm - 1200mm) 12" (305mm) 48" (1219mm) (1560" 00mm) 24" (610mm) 60" (1524mm) VFHIr l FS IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER I WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE. SOIL CLASSIFICATIONS TABLE 3, MAXIMUM COVER FOR ADS HP STORM PIPE, ft 11 11 11 11 11 11 1101 I Pipe to terminate with ARE PER THE LATEST VERSION OF ASTM D2321. CLASS IV B MATERIALS (MH, CH) AS DEFINED IN PREVIOUS VERSIONS OF ASTM D2321 ARE NOT APPROPRIATE BACKFILL MATERIALS. TRACER WIRE WATERMAIN - 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED GEL -FILLED WIRE NUT BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AS SPECIFIED AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II, III, OR IV. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR NOTE: MATERIAL SPECIFICATION TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TRACER WIRE, CONNECTORS, TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 12"-24" (300mm-600mm) DIAMETER PIPE; 6" (150mm) FOR 30"-60" (750mm-1500mm) AND TAPE ARE INCIDENTAL TO DIAMETER PIPE. THE MIDDLE 1/3 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED. PLEASE NOTE, CLASS IV WATER SERVICE INSTALLATION MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF A SOIL E LIP 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II, III, OR IV IN THE PIPE ZONE EXTENDING TO THE CROWN OF THE PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION AND CAN BE DIFFICULT TO PLACE AND COMPACT; USE ONLY WITH THE APPROVAL OF A SOIL EXPERT. 6. MINIMUM COVER. MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" (300mm) FROM plain end as shown - a < Notes: 1. WaterStop gasket shown, but optional based on connection performance. Reference Installation Guide 1.05 for WaterStop gasket installation guidance. Performance highly dependent on proper installation. Contractor to ensure gasket is uniformly seated. Ensure backfill is placed under pipe and properly compacted 2. Pipe at and around encasement to be installed per ASTM 2321. 3. Care should be taken to knife backfill material under and around haunch area of pipe. WATER SERVICE TRACER WIRE CONNECT 1 O N 4. The need for erosion control directly downstream of the headwall should be considered. THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAYBE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD APPLICATIONS; CLASS I OR II MATERIAL COMPACTED TO 90% SPD AND CLASS III COMPACTED TO 95% SPD IS REQUIRED. RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING NOT TO SCALE FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" (300mm) UP TO 48" (1200mm) DIAMETER PIPE AND 24" (600mm) OF ASSUMPTIONS: COVER FOR 60" (1500mm) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT NO HYDROSTATIC PRESSURE ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED HAK TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT NOR HAS OR TO TOP OF RIGID PAVEMENT. UNIT WEIGHT OF SOIL (Vs) = 120 PCF ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND CONCRETE HEADWALL ENCASED "`-02/19/24 6 REV. MAXIMUM COVER HEIGHTS RWD 01/11/17 ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN CONNECTION DETAIL 4640 TRUEMAN BLVD ="" ENG 7. FOR ADDITIONAL INFORMATION SEE TECHNICAL NOTE 2.04. ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL HILLIARD, OH 43026 ©2016 ADS, INC. REV. DESCRIPTION BY MINICHWD REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. :E NTS ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS - JAB DRAWING NUMBER STD-1 14 "' 1 INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS '"` 01/29/09 PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL TRENCH INSTALLATION 4640 TRUEMAN BLVD RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO DETAIL (HP STORM) HILLIARD, OHIO 43026 CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE A"_ NTS APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DRAWING NUMBER: STD-101D 1 OF 1 WATER SERVICE DETAIL LOG ��'VO TRACER WIRE nn REVISIONS: DATE: BO LTO N CONNECTION I 1 rea a ugus 1 & MEN K ORONO PLATE NO: F WAT-102 \gkESHReal People. Real Solutions. CLASSI CLASS II CLASS III CLASS IV PIPE DIA COMPACTED 95% 90% 85% 95% 90% 95% 12" 41 28 21 16 20 16 16 (300mm) (12.5m) (8.5m) (6.4m) (4.9m) (6.1m) (4.9m) (4.9m) 15" 42 29 21 16 21 16 16 (375mm) (12.8IT) (8.8m) (6.4m) (4.9m) (6.4m) (4.9m) (4.9m) 18" 44 30 21 16 22 17 16 (450mm) (13.4m) (9.1m) (6.4m) (4.9m) (6.7m) (5.2m) (4.9m) 24" 30 21 15 11 16 11 11 (600mm) (9.1m) (6.4m) (4.6m) (3.4m) (4.9m) (3.4m) (3.4m) 30" 39 27 19 14 19 15 14 (750mm) (11.9m) (8.2m) (5.8m) (4.3m) (5.8m) (4.6m) (4.3m) 36" 28 20 14 10 14 11 10 (900mm) (8.5m) (6.1m) (4.3m) (3.0m) (4.3m) (3.4m) (3.0m) 42" 30 21 14 10 15 11 10 (1050mm) (9.1m) (6.4m) (4.3m) (3.0m) (4.6m) (3.4m) (3.0m) 48" 29 20 14 9 14 10 10 (1200mm) (8.8m) (6.1m) (4.3m) (2.7m) (4.3m) (3.0m) (3.0m) 60" 29 20 14 9 14 10 9 (1500mm) (8.8m) (6.1m) (4.3m) (2.7m) (4.3m) (3.0m) ,(2.7m) HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC CZC: unAAI CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. co co 0 m U U c O N Of O O fl- W J U d 7, in N o Z c U) a) v / 0 0 Z J 0 U Z Q w W Q o 0 J z < 0� W C) ZD V rn v / v'^ J 0 z Z � 0 00-0 Date: 03/03/2025 Job No.: 24015 C502 Sheet C5.2 of C5.0 135 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C a ORONO PRESERVE RESIDENTIAL DEVELOPMENT I PROPOSED SHRUBS (TYP) I I STAGGER CONIFERS &' TREES AS SHOWN (TYP) 0 m J Q V O 10.0' GRASS BUF :e NOTES: ORONO INDUSTRIAL BOULEVARD -N. L wwl I - x I 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. 3. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION. 4. ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. 5. SEE SHEET C5.0 - C5.2 FOR CONSTRUCTION DETAILS. TEMPUS ORONO LLC PID: 3311823130020 .w M METRO STORAGE ORONO LLC PID: 3311823130019 L , ". ,,,,, MNDOT RIGHT OF WAY PLAT NO 27-129 PLANT SCHEDULE TREES TYPE CONT QTY Shade Trees 1.5" to 2.0" 18 Ornamental 1.0" 17 Large Deciduous Tree 2' - 4' 18 SHRUBS TYPE CONT QTY Small Coniferous Shrubs 18" - 24" 27 Small Deciduous Shrubs 18" - 24" 27 CONIFERS TYPE CONT QTY Coniferous Tree 4' - 6' 85 QTY SUM OF TREES 192 GROUND COVERS CODE BOTANICAL / COMMON NAME CONT SPACING QTY NATIVE GRASSES / Filter Strip Mix Shooting Star Native Seed or approved equal Seed 35,550 S.F. ° 00000 00000 O ° O ° O ° O °°°°°°00000°°°°°°°°°°°°°°° O 0° 0 0 0° 0 0 0 0 0 °°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°°°°° O°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ROCK 3/4" River Rock / 3/4" River Rock --- 3,100 S.F. GRASS BUFFER Poa pratensis / Kentucky Bluegrass --- 5,760 S.F. EX. BOUNDARY 0 15 30 60 SCALE: 1" = 30' ORIGINAL GRAPHIC SCALE WJM PROPERTIES LLC PID: 3311823130015 16.0' (TYP) 1431 / --1430 0 NATIVE GRASS (TYP) LEGEND PROPOSED V AND 5' CONTOURS PROPOSED TREE PROPOSED SHRUB Q PROPOSED CONIFER 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. SIGNATURE: Al i TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM jV DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T 00 w 2 co 0 m U a� U C 0 a� Of 0 0 — fl- = Lu J U (n d 0 7 m � z c 0 0 V ) 0 0 z z J 0 a_ Uz LU W Q v (DJ Q 0 z 0. W a Q �-- 0 Cn LLI U) 0 a_ z 0 0 00-0 0 Date: 03/03/2025 ,lob No.: 24015 Ll ■ 0 Sheet L 1.0 of L 1.1 136 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C 4 PLANTING AT TURF AREAS. KEEP TURF CLEAR FOR A 18" RADIUS CIRCLE AROUND THE TREE. MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. RECESS TURF AREA 1" TO ALLOW FOR MULCH. FINISHED GRADE AT LAWN. JOO O + < m m m J N O J Q ED � <<< Q O O or O N (0 O " N N 1,0 BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. PLANT PIT DETAIL SET ROOTBALL CROWN 1 1 /2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. ROOTBALL l)=261611CYSII 32" AT 15 GALLON 48" AT 24" BOX 60" AT 30" BOX 72" AT 36" BOX 2 TREE SINGLE STAKE PLANTING 1"=1'0" PLANTING AT SHRUB AREAS. KEEP MULCH 6" - 8" FROM BASE OF TREE. MULCH WATER WELL AREA TO 3" DEPTH. 6" HIGH WATER WELL AT SHRUB AREAS. FINISHED GRADE AT SHRUBS- PLANT TABLETS AS NOTED OR SPEICIFIED NATIVE SOIL MIX FIRMLY COMPACTED. PLANTING NOTES: 1. THE LANDSCAPE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN THE LIMIT OF WORK AND IS RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 2. ALL TREE AND SHRUB LOCATIONS ARE TO BE STAKED ON SITE FOR APPROVAL BY THE CONSULTANT PRIOR TO INSTALLATION. 3. SUBSTITUTIONS: THE CONSULTANT SHALL APPROVE ANY SUBSTITUTION. 4. DO NOT PRUNE PLANTS UNLESS DIRECTED TO DO SO BY THE CONSULTANT. 5. CONTAINER STOCK IS PREFERRED FOR ALL PLANTS. IF CONTAINER STOCK IS NOT AVAILABLE FOR TREES, THEN ALL B&B PLANT MATERIAL SHALL HAVE ALL WIRE, TWINE, OR OTHER CONTAINMENT MATERIAL, EXCEPT FOR 100% HEMP BURLAP, REMOVED FROM THE TRUNK AND ROOT BALL OF THE PLANT PRIOR TO PLANTING. REMOVE THE TOP 2/3 OF THE HEMP BURLAP AFTER PLACING PLANT IN THE PIT. 6. PLANTING SOIL FOR ALL PLANTING AREAS: a. DO NOT STORE BULK MATERIALS NEAR STRUCTURES, OVER EXISTING PLANTING, OVER UTILITIES, WALKWAYS AND PAVEMENTS. a. PROVIDE EROSION CONTROL MEASURES TO PREVENT DISPLACEMENT OF BULK MATERIALS, DISCHARGE INTO WATERWAYS OR SEWERS, AND AIRBORNE DUST. b. PREPARING PLANTING AND SEEDING AREAS; SPREADING SOIL SHALL BE COMPLETED BY THE LANDSCAPE CONTRACTOR AND SUPERVISED BY THE GENERAL CONTRACTOR SO THAT GRADES ARE MET AS NOTED ON THE GRADING PLANS. C. PLANTING SOIL DEPTH SHALL BE A MINIMUM OF SIX (6) INCHES IN ALL LANDSCAPE BEDS. d. ALL PLANTING AREA SOIL SHALL BE 2-WAY (60% SAND, 40% COMPOST) TOPSOIL FROM AN APPROVED SOURCE. PROVIDE A 1-QUART SAMPLE FOR APPROVAL PRIOR TO IMPORTING ANY SOIL. TOPSOIL NOT MEETING INDUSTRY STANDARDS FOR COMPOSITION AND NUTRIENTS SHALL BE REJECTED. e. APPLY 2 INCHES OF APPROVED PLANTING SOIL OVER PREPARED SUBGRADE AND TILL INTO TOP 4 INCHES OF SUBSOIL. INSTALL REMAINING PLANTING SOIL TO A MINIMUM OF 4 INCHES SO THE TOTAL MINIMUM DEPTH OF NEW PLANTING SOIL IN NO LESS THAN 8 INCHES. ROLL AND RAKE SMOOTH. ENSURE NO ROCKS OR OTHER DEBRIS EXCEEDING 3 INCHES IN DIAMETER REMAIN. f. IF PREPARED SOIL OR PREPARED SUBGRADE IS RE -COMPACTED, RESTORE AS DIRECTED BY THE CONSULTANT. 9. INSTALL ROCKS IN ALL PLANTING BEDS TO A DEPTH OF 3 INCHES. 10. ROCKS SHALL NOT BE ABOVE OR MORE THAN 1/2 INCH BELOW ADJOINING SURFACE. MULCH SHALL BE HELD BACK 2-3 INCHES FROM THE STEMS AND TRUNKS OF PLANTS. 11. DURING PLANTING OPERATIONS, KEEP ADJACENT PAVING AREAS CLEAN AND PROTECTED FROM DAMAGE. WORK AREA SHALL BE KEPT CLEAN AND ORDERLY. 12. REMOVE NURSERY TAGS AND STAKES. 13. WARRANTY: INSTALLER AGREES TO WARRANTY PLANTING THAT FAILS IN MATERIALS, WORKMANSHIP OR GROWTH WITHIN A WARRANTY PERIOD OF 12 MONTHS FROM THE DATE OF PLANTING COMPLETION. 14. PLANT SYMBOLS SHALL DICTATE PLANT COUNT. 15. ALL LANDSCAPING SHALL BE PLANTED AND MAINTAINED IN A LIVING CONDITION BY THE CONTRACTOR UNTIL FINAL OWNER ACCEPTANCE. 16. IRRIGATION TO BE DESIGN BUILD BY IRRIGATION CONTRACTOR IF DESIRED BY OWNER. NOT PART OF THIS CONTRACT. TREE AS SPECIFIED. "CINCH —TIE", "GRO—STRAIT", OR EQUAL FLEXIBLE RUBBER TREE TIES IN FIGURE EIGHT FASHION. ATTACH TO STAKE WITH TWO w w GALVANIZED ROOFING NAILS. � W � w J 2" DIAMETER LODGEPOLE PINE Q X TREATED TREE STAKE. SET O PERPENDICULAR TO PREVAILING 00 WIND. a 1 a REMOVE NURSERY STAKE BY THE `r I END OF MAINTENANCE. Round -topped soil berm 4" high x 8" wide above root ball surface shall be centered on the downhill _ side of the root ball for 240°. g _ _ _ —1 1 I-1 — ROOT - I I I -I I I_ Berm shall begin at root ball 1-1 I BALL 1 1 1— 1 I '- periphery. z BACKFILL PLANTING AS PER 4" layer of mulch. No more PLANTING DETAIL. than 1" of mulch on C° top of root ball. AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT STAKES. STAKING DETAIL Native soil. 3 TREE ON SLOPE - UNMODIFIED SOIL FX-PL-FX-TREE 02 1/2" = 1'-0" SLOPE 5% (20:1) TO 50% (2: 1) Original slope should pass through the point where the trunk base meets substrate/soil. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Slope sides of loosened soil. Finished grade. Bottom of root ball rests on existing or recompacted soil. 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. SIGNATURE: ,va_e._ TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM IV DATE: 03/03/2025 LICENSE NUMBER: 50731 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC RGNIrI-IAAADV- EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT=1026.02 CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. a Co a� i� 0 m (D U N L U J) c 0 Of 0 o — = w J U U' o T Do � o z W 0 V ) O 0 z O i U z Q LLI Q w J 0 0. LU LU W U) 0 z O J z O/ 0. O Date: 03/03/2025 Job No.: 24015 L 1 ■ Sheet L 1.1 of L 1.1 137 SHEETINDEX PROJECT TEAM ORONO GARAGE CONDOS -BUILDING 1 ROBERT L. PAGE GENERAL NOTES ORONO, MN ABBREVIATIONS SHEET # SHEET DESCRIPTION OWNER ROBERT L. PAGE 1. DRAWINGS SHALL COVER THE FULL EXTENT OF THE PROJECT. AB ANCHOR BOLT L ANGLE AC AIR CONDITIONING LB POUND PHONE: 952-200-6384 ACT ACOUSTICAL TILE LAV LAVATORY CONTACT: ROBERT PAGE 2. CONTRACTOR TO COORDINATE ALL WORK WITH ARCHITECTURAL, ADDL ADDITIONAL LOC(S) LOCATION(s) G001 COVER SHEET EMAIL: robertlouis.page@gmail.com STRUCTURAL, MECHANICAL, ELECTRICAL, SPECIFICATIONS, DRAWINGS AND SUB -CONTRACTORS. AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION MATL MATERIAL AHU AIR HANDLING UNIT MAX MAXIMUM CIVIL - HAGSTROM ENGINEERING 3. CONTRACTOR SHALL VISIT THE SITE, COMPARE DRAWINGS AND AL ALUMINUM MECH MECHANICAL ALT ALTERNATE MEMB MEMBRANE C1.0 COVER SHEET SPECIFICATIONS, AND BE KNOWLEDGEABLE OF OTHER WORK BEING PERFORMED. FAILURE OF CONTRACTOR TO VISIT THE SITE SHALL NOT ANCH ANCHOR MET/MTL METAL ARCH ARCHITECTURAL MFR MANUFACTURER MH MANHOLE C2.0 EXISTING SITE & DEMO C3.0 PROPOSED SITE PLAN RELIEVE CONTRACTOR OF RESPONSIBILITY TO COMPLETE THE CONTRACT BI BOTTOM OF MIN MINIMUM, MINUTE C3.1 PROPOSED UTILITY PLAN CIVIL: HAGSTROM ENGINEERING 219 6TH AVE E ALEXANDRIA, MN 56308 WORK IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS WITHOUT ADDITIONAL COST TO OWNER. BD BOARD MISC MISCELLANEOUS BTWN BETWEEN MO MASONRY OPENING BLDG BUILDING MR MOISTURE RESISTIVE C4.0 PRELIMINARY GRADING & EROSION CONTROL PLAN C5.0 CONSTRUCTION DETAILS WORK:320-759-0764 CELL: 720-560-4942 4. ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS LOCATING STRUCTURAL ELEMENTS ARE TO CENTERLINE OF STEEL COLUMNS AND STEEL BEAMS, BM BEAM BRIG BEARING N/A NOT APPLICABLE BSMT BASEMENT NIC NOT IN CONTRACT C5.1 CONSTRUCTION DETAILS C5.2 CONSTRUCTION DETAILS CONTACT: MATTHEW HAGSTROM EMAIL: mhagstrom@hagstromeng.com UNLESS NOTED OTHERWISE. BOT BOTTOM NTS NOT TO SCALE BTU BRITISH THERMAL UNIT CODE LIFE SAFETY OC ON CENTER 5. ALL DIMENSIONS LOCATING EXTERIOR WALL SYSTEMS ARE TO EXTERIOR FINISH FACE OR TO INTERIOR FINISH FACE, UNLESS NOTED OTHERWISE. C/O CLOSED OPENING OF OUTSIDE FACE CCTV CLOSED CIRCUIT TV OH OVERHEAD CFM CUBIC FEET/MINUTE OPNG OPENING CJ CONTROL JOINT OPP OPPOSITE CL100 CODE DIAGRAM SITE PLAN AND CODE SUMMARY CL101 FOUNDATION PLAN ARCHITECT: VAA, LLC 6. ALL PLAN DIMENSIONS ARE TO FACE OF CONCRETE BLOCK OR GYPSUM BOARD CLG CEILING ORD OVERFLOW ROOF DRAIN ARCHITECTURAL 2300 BERKSHIRE LANE N, SUITE 200 PLYMOUTH, MN 55441 DIRECT: 763-577-9198 FAX: 763-559-0378 OR TOTAL WALL THICKNESS. SEE FINISH PLAN AND/ OR DETAILS FOR FINISH MATERIALS. APPLIED MATERIALS SUCH AS CERAMIC TILE ARE NOT INCLUDED IN TOTAL PARTITION THICKNESS. CMU CONCRETE MASONRY UNIT CO CLEAN OUT PART PARTITION COL COLUMN PART BD PARTICAL BOARD CONC CONCRETE PBLG PLUMBING CONN CONNECTION PLF LBS PER LINEAR FOOT A101 FLOOR AND ROOF PLANS A110 REFLECTED CEILING PLAN A201 EXTERIOR ELEVATIONS CONTACT: TRAVIS R. BECK, AIA, NCARB EMAIL: tbeck@vaaeng.com 7. ALL CHANGES IN FLOOR FINISHES SHALL OCCUR BENEATH DOORS UNLESS NOTED OTHERWISE OR DETAILED OTHERWISE. CONTT CONSTRUCTION PLAM PLASTIC LAMINATE CONT CONTINUOUS R PROPERTY LINE or PLATE CONTR CONTRACTOR PLYWD PLYWOOD A220 BUILDING SECTIONS A301 WALL SECTIONS 8. PROVIDE FIRE -TREATED WOOD BLOCKING AT ALL WALL HUNG ITEMS ON CPT CARPET PP POWER POLE CT CERAMIC TILE PR PAIR CTR CENTER(ed) PRV POWER ROOF VENT A601 WALL PARTITION TYPES, DOOR & FRAME ELEVATIONS, and SCHEDULES GYPSUM BOARD PARTITIONS, INCLUDING ALL WALL MOUNTED DOOR STOPS. CW COLD WATER PSF LBS PER SQUARE FOOT STRUCTURAL 9. VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH WORK. NOTIFY PSI LBS PER SQUARE INCH DBL DOUBLE PT POINT DEMO DEMOLISH PTS PLYWOOD THIS SIDE S001 STRUCTURAL NOTES S101 FOUNDATION PLAN STRUCTURAL: VAA, LLC 2300 BERKSHIRE LANE N, SUITE 200 PLYMOUTH, MN 55441 DIRECT: 763-577-9120 FAX: 763-559-0378 ARCHITECT OF ANY ERRORS AND/ OR DISCREPANCY PRIOR TO PROCEEDING WITH WORK. 10. DO NOT SCALE THE DRAWINGS FOR BUILDING PURPOSES. USE PLAN INFORMATION, DIMENSIONS, SHOP DRAWINGS AND FIELD VERIFICATION FOR DEPT DEPARTMENT PVC POLYVINYL CHOLORIDE DIA DIAMETER DIM DIMENSION OR QUARRY TILE DISP DISPENSER QTY QUANTITY DIV DIVISION DN DOWN R RADIUS, RISER S121 ROOF FRAMING PLAN S501 FOUNDATION DETAILS S502 I FRAMING DETAILS CONTACT: MARK MIELKE ANY CONSTRUCTION. DO DITTO RA RETURN AIR EMAIL: mmielke@vaaeng.com DR DOOR RD ROOF DRAIN REF REFERENCE EA EACH REFG REFRIGERATOR EF EACH FACE REG REGISTER EL ELEVATION REINF REINFORCE (ing)(ed) ELEC ELECTRIC(al) REQD REQUIRED EIFS EXT INSUL & FIN SYSTEM RET RETURN EQ EQUAL REV REVERSED EQUIP EQUIPMENT RM ROOM EW EACH WAY RO ROUGH OPENING EWC ELECTRIC WATER COOLER ROW RIGHT-OF-WAY EX EXPOSED RTU ROOF TOP UNIT EXIST EXISTING RV ROOF VENT EXP EXPANSION RWL RAIN WATER LEADER EXT EXTERIOR SCHED SCHEDULE FH FULL HEIGHT SD SOAP DISPENSER FAB FABRICATE(ion)(or) SECT SECTION FD FLOOR DRAIN SF SQUARE FOOTAGE FDC FIRE DEPARTMENT CONNECTION SIM SIMILAR FDN FOUNDATION SLNT SEALANT FE FIRE EXTINGUISHER SND SANITARY NAPKIN DISP FFE FINISH FLOOR ELEVATION SNR SANITARY NAPKIN RECPT FIN FINSH (ed) SPEC SPECIFICATION(s) FIX FIXTURE SQ SQUARE FLR FLOOR SS SERVICE SINK FT FOOT STL STEEL FTG FOOTING STRUCT STRUCTURE(al) FUT FUTURE SYST SYSTEM GA GAUGE, GAGE T/ TOP OF GALV GALVANIZED TB TOWEL BAR GB GRAB BAR TD TOWEL DISPENSER GFI GROUND FAULT INTERRUPT TELE TELEPHONE GL GLOSS, GLAZING TEMP TEMPERATURE GPM GALLONS PER MINUTE TFE TOP OF FTG ELEV GYP BD GYPSUM BOARD THRES THRESHOLD TPD TOILET PAPER DISPENSER HB HOSE BIB TRANSF TRANSFER HC HOLLOW CORE TV TELEVISION HDBD HEADBOARD TYP TYPICAL HDCP HANDICAPPED HDWD HARDWOOD UNO UNLESS NOTED OTHERWISE HDWR HARDWARE UNOCC UNOCCUPIED HM HOLLOW METAL UTL UTILITY HORIZ HORIZONTAL (REBAR) HR HOUR VCT VINYL COMPOSITION TILE HT HEIGHT VAV VARIABLE AIR VOLUME HVAC HEAT/VENT & AIR COND VERT(S) VERTICAL (REBAR) HW HOT WATER VWC VINYL WALL COVERING HYD HYDRANT VRFY VERIFY ID INSIDE DIAMETER W/ WITH IF INSIDE FACE W/O WITHOUT IN INCH WC WATER CLOSET INSUL INSULATION WD WOOD INT INTERIOR WDW WINDOW INV INVERT WP WATERPROOF(ing) ISOL ISOLATION JOINT WR WATER RESISTIVE WSCT WAINSCOT JAN JANITOR WT WEIGHT JST JOIST WWF WELDED WIRE FABRIC JT JOINT YD YARD AREA LOCATION s [�F�tlp� .FY.y�1.��r,�,.+yFYll 45 Jai/.IL�r/litfffc /a lV ea Gth Ave N 6th Ave N l Orono Ice Arena 15Ih Ave N bth AVe Orono High School 12 Spring Hill Gol- Susan E. Lurton Park Orono Public Schools 0. �e Wayzat4 Blvd 4Yay81a 61vd 12 Wayz81a ErhU Long um ORONO MINNESOTA Birch's on the Lake Ling Lake 12 12 12 Bre house & SuJ per cub VQayZa18 Bfvd oodL scientr af7isf Nai 12 Area (S LO m O rchards oodhill Country Club OroGolno f Course SITE LOCATION WAYZATA BL � � * Sim i. ah rills & " , 4.. MATERIALS EARTH PARTICAL BOARD GRANULAR FILL 1 GYPSUM BOARD CONCRETE PLASTER/GROUT CMU (CONCRETE MASONRY UNIT) BATT/BLANKET INSUL BRICK BOARD INSUL STONE METAL WOOD FINISH WOOD BLOCKING PLYWOOD SHIM DRAFTING SYMBOLS A200 — SHEET NUMBER DISCIPLINE GR COLUMN GRID 1 — SECTION NUMBER A500 — SHEET NUMBER 1 DETAIL NUMBER A400 — SHEET NUMBER r---I L_J 1 — ELEVATION NUMBER A201 — SHEET NUMBER 2— INTERIOR ELEVATION NUMBER 1 A210 SHEET NUMBER FIN FLR ELEVATIONS EL = 100'-0" QREVISION NUMBER OKEYNOTE 98'-101/2" EXISTING SPOT ELEVATION 100'-0" SPOT ELEVATION 2 WALL OR SURFACE MOUNTED FIRE EXTINGUISHER WALL MOUNTED FIRE EXTINGUISHER CABINET RECESSED FIRE EXTINGUISHER AND CABINET ROOM— ROOM NAME 100 — ROOM NUMBER DOOR NUMBER Q EXISTING WALL, DOOR, FIXTURE, ETC. TO BE REMOVED EXISTING WALL, DOOR, FIXTURE, ETC. TO REMAIN NEW PARTITION x X — PARTITION OR WALL TYPE co 0 T CONTROL JOINT t: z 0 J w Aki IIA,A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 1 COVER SHEET PROJECT NO: DRAWING NO: 240776 SCALE: GOO 1 AS NOTED 138 "'k A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 NORTH rj SITE PLAN C L 100 1 /16" = 1'-0" N�1� BUILDING CODES 2020 MINNESOTA BUILDING CODE (2018 IBC BASE) 2020 MINNESOTA FIRE CODE (2018 IFC BASE) 2020 MINNESOTA ENERGY CONSERVATION CODE 2020 MINNESOTA MECHANICAL CODE 2020 MINNESOTA PLUMBING CODE 2020 NATIONAL ELECTRICAL CODE OSHA 1910 2010 ADA STANDARDS OCCUPANCY: 311.1 S-1 MODERATE -HAZARD STORAGE (MOTOR VEHICLE RELATED OCCUPIANCIES) CONSTRUCTION TYPE: 602.5 TYPE V-B, SPRINKLERED GENERAL BUILDING HEIGHTS: TABLE S-1 OCCUPANCY, TYPE V-B CONSTRUCTION 504.3 ALLOWABLE: 60', 2 STORIES ACTUAL: B1 / B2 24'-1" / 33'-9", 1 STORY GENERAL BUILDING AREAS: 506.2 ALLOWABLE (1-STORY): 36,000 SF ACTUAL: PHASE I • BUILDING 1 • (40' x 240') 9,600 SF • BUILDING 2 • (40' x 260) 10,400 SF • (46' x 275') 12,650 SF 23,050 SF FIRE SEPARATIONS TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES S-1 to S-1 = NO RATING REQUIRED FIRE -RESISTANCE RATING REQUIREMENT, TYPE V-B BUILDING 1 S-1, / CODE SUMMARY IILDINI 11 FINISHES: 1008.2.1 MEANS OF EGRESS ILLUMINATION LEVEL TO BE NOT LESS THAN 1 FC AT THE WALK TABLE SURFACE. 803.13 FIRE CLASSIFICATIONS FOR FINISHES 1008.3.1 EMERGENCY POWER FOR ILLUMINATION SPRINKLERED S IN THE EVENT 0 F A POWER SUPPLY FAILURE IN BUILDING REQUIRED TO HAVE EXIT ENCL & EXIT PASSAGEWAYS C TWO OF MORE EXITS; EMERGENCY POWER TO ILLUMINATE THE FOLLOWING: INTERIOR CORRIDORS C EXIT ACCESS STAIRWAY, INTERIOR AND EXTERIOR STAIRWAYS, EXIT PASSAGE WAYS, ROOMS and ENCLOSED SPACES C EXTERIOR LANDINGS FOR EXIT DOORS FIRE PROTECTION SYSTEMS: 903.2.9 AUTOMATIC SPRINKLER SYSTEM TO BE PROVIDED IN S-1 OCCUPANCIES WHEN FIRE AREA EXCEEDS 12,000 SF OR AREA IS LOCATED MORE THAN THREE STORIES ABOVE GRADE. TABLE PORTABLE FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS 906.3(1) 75' MAX TRAVEL DISTANCE TO AN EXTINQUISHER, 11,250 SF MAXIMUM FLOOR AREA FOR EXTINQUISHER. 910.2.(2) SMOKE AND HEAT REMOVAL NOT REQUIRED WHEN PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM. • SPRINKLERS ARE PROVIDED MEANS OF EGRESS: TABLE OCCUPANCY 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT STORAGE = 300 SF (G ROSS)/OCCU PANT • SEE CODE DIAGRAMS FOR OCCUPANCY COUNTS 1005.3.2 .15'/0CCUPANT FOR ALL OTHER MEANS OF EGRESS • SEE CODE DIAGRAMS FOR EGRESS WIDTHS PROVIDED TABLE COMMON PATH ALLOWABLE WITH ONE EXIT (SPRINKLERED) 1006.2.1 GROUP S = 75' • 1 EXITS PROVIDED PER LEVEL TABLE 2 EXITS REQUIRED WHEN OCCUPANT LOADS EXCEED: 1010.1.1 MINIMUM CLEAR WIDTH OF DOOR TO BE 32" 601 STRUCTURAL FRAME: 0-HOUR EXT BEARING WALLS: 0-HOUR 1010.1.3 MAXIMUM PULL OR PUSH FORCE FOR EGRESS DOORS TO BE 5 POUNDS. INT BEARING WALLS: 0-HOUR NONBRG WALLS:FLOOR 0-HOUR 1010.1.5 THERE IS TO BE A LANDING EACH SIDE OF A DOOR. LANDING TO BE LEVEL CONSTRUCTION: ROOF 0-HOUR WITH A MAXIMUM SLOPE OF 2-PERCENT. CONSTRUCTION: 0-HOUR 1010.1.6 LANDING WIDTH TO BE A MINIMUM EQUAL TO THE WIDTH OF THE DOOR. 602.5 TYPE V CONSTRUCTION: STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS ARE OF 1010.1.7 MAXIMUM'/2-INCH THRESHOLD AT DOORS. ANY MATERIALS PERMIITED BY THIS CODE. MAXIMUM AREA OF EXTERIOR WALL OPENINGS TABLE 705.8 X IS GREATER THAN 10' AND LESS THAN 30' FIRE SEPARATION DISTANCE FOR S1 IS 0-HR 718.4.3 DRAFTSTOPPING IS NOT REQUIRED AS CONCEALED SPACE IS FULLY SPRINKLED. 1013.1 EXIT SIGNS TO BE PROVIDED AT EXIT DOORS PER SECTION 1011.1 TABLE S-1 OCCUPANCY SPRINKLERED - MAXIMUM TRAVEL DISTANCE: 1017.2 ALLOWABLE: 250'-0" ACTUAL: 54'-0" 1008.3.4 EMERGENCY POWER SHALL PROVIDE POWER FOR A DURATION OF 90-MINUTE, MINIMUM. 1009.1 ACCESSIBLE SPACES TO BE PROVIDE WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS IS PROVIDED, NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED. SEE SECTION 1103.2.9 FOR AREAS NOT REQUIRED TO BE ACCESSIBLE. EXIT SIGNS 1013.1 EXIT AND EXIT ACCESS DOORS TO BE MARKED WITH APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF TRAVEL. EXIT SIGN PLACEMENT TO BE SUCH THAT NO POINT IN AN EXIT CORRIDOR OR PASSAGEWAY IS MORE THAN 100' OR THE VIEW DISTANCE LISTED FOR THE SIGN, WHICHEVER IS LESS. 1013.3 EXIT SIGNS TO BE INTERNALLY OR EXTERNALLY ILLUMINATED. 1013.5 INTERNALLY ILLUMINATED EXIT SIGNS: SIGN TO BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. BE ILLUMINATED AT ALL TIMES. 1013.6.2 EXIT SIGN ILLUMINATION TO HAVE INTENSITY OF NOT LESS THAN 5 FC (54 LUX) 1013.6.3 EXIT SIGN TO BE ILLUMINATED AT ALL TIMES AND ILLUMINATED FOR A MINIMUM OF 90 MINUTES IN THE CASE OF A LOSS OF POWER. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES TABLE 1505.1 MINIMUM ROOF COVERING CLASS FOR TYPE II B: CLASS C FUTURE BUILDING 3 S-1 FUTURE BUILDING 4 S-1 FUTURE BUILDING 5 S-1 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 1 CODE DIAGRAM SITE PLAN AND CODE SUMMARY MEANS OF EGRESS ILLUMINATION 1008.2 MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, TO BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED. PROJECT NO: DRAWING NO: 240776 SCALE: C L 10 0 AS NOTED CODES CODE SYMBOL KEY 2020 MINNESOTA BUILDING CODE - 2018 IBC AMENDED ROOM NAME SPACE 33 —EXIT WIDTH IN INCHES 2020 MINNESOTA FIRE CODE - 2018 IFC AMENDED OCCUPANCY— S-1 11,567 SF AREA EXIT LOCATION 2020 MINNESOTA MECHANICAL CODE - 2018 IMC AMENDED CONSTRUCTION TYPE IIB 100 OCCUPANCY LOAD/ UNOCC IF BLANK aWINDOW EGRESS FIRE SUPPRESSION NS N --- 2020 MINNESOTA ELECTRICAL CODE - 2020 NFPA 70 AMENDED NS: NON SPRINKLERED '\— SP: SPRINKLERED COND 2 2 G OCCUPANY LOAD FACTOR — EXIT SIGN w/ EMERGENCY LIGHT 2024 MINNESOTA ENERGY CODE w/ ANSI/ ASHRAE/ IES STANDARD 90.1 - 2019 CONDITIONED (COND) L HAZARDOUS CLASSIFICATION GROUP 0 — FIRE EXTINGUISHER 2020 MINNESOTA PLUMBING CODE - 2018 UPC AMENDED OR NON -CONDITIONED (NON-COND) HAZARDOUS CLASSIFICATION DIVISION 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 0 f FIRE DEPARTMENT CONNECTION (SIAMESE CONNECTION) ALARM SYSTEM Y - YES HAZARDOUS CLASSIFICATION CLASS N-NO 0 O HI-LO DRINKING FOUNTAIN FIRE HYDRANT CODE GENERAL NOTES 1. SEE SHEETS CL100-CL101 FOR APPLICABLE CODES & CODE SYMBOL KEY. 2. SEE SHEET CL100 FOR CODE SUMMARY. 3. CLEAR OPENING WIDTH IS TYPICALLY THE NOMINAL WIDTH MINUS 3 INCHES FOR SINGLE LEAF & MINUS 5 INCHES FOR SINGLE EGRESS PAIR OF DOORS. 0 0 1 HR FLOOR SYSTEM ---- 1 HR WALL w/ 60 MIN FIRE DOOR ASSEMBLY - - 2 HR WALL w/ 90 MIN FIRE DOOR ASSEMBLY - - - 3 HR WALL w/ 180 MIN FIRE DOOR ASSEMBLY '[TPANIC HARDWARE a 1.M 01L 10K 011 1.1 10H (1G) O1F 1.E 10D 01C 10B 1.A 240 -0 20'-0" 20'-0" 20'-0" 20'-0" 40'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" CODE DIAGRAM MAIN FLOOR 1/8" = 1'-0" 2 COD CL101 1/8" = 1'-0" 3 COD CL101 1/8" = 1'-0" 20'-0" 20'-0" E DIAGRAM BUILDING SECTION 40'-0" a7 CC J I F\U%, I , I I r- E DIAGRAM BUILDING SECTION 20'-0" 20'-0" 20'-0" I' m 240'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" AtkVAA VAA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 1 CODE DIAGRAMS MAIN FLOOR AND SECTIONS PROJECT NO: DRAWING NO: 240776 SCALE: C L 101 AS NOTED 140 GENERAL NOTES 1. SEE SHEET G001 FOR TYPICAL NOTES. 2. SEE SHEETS CL100 & CL101 FOR CODE DIAGRAMS AND SUMMARY. 3. SEE SHEET A601 FOR WALL & PARTITION SCHEDULES & DOOR SCHEDULE. 4. SEE SHEET A601 FOR DOOR & WINDOW TYPES & ELEVATIONS. 1.M TYP 85 3 A201 TYP 100 TYP 30 1.2 � TYP 35 TYP/ / NORTH 1 FLOOR PLAN A101 1/8" = 1'-0" (l 2)1 I.L 1 z Q o= cn W W > O NORTH 2 ROOF PLAN 01 PARTITION SYMBOL KEY 1 HR —WALL RATING G6XSA — A ONE SIDED WALL OR PARTITION S INSULATED WALL OR PARTITION X FIRE RATED CONSTRUCTION MATERIAL THICKNESS - SEE A601 WALL OR PARTITION TYPE: G INTERIOR GYPSUM BOARD PARTITION M MASONRY WALL SW SHAFT WALL W EXTERIOR WALL SYSTEM C CONCRETE WALL MLP METAL LINER PANEL IMP INSULATED METAL PANEL 20'-0" 1X 20'-0" 20'-0" PLAN KEYNOTES 1 CONC STOOP, SLOPED - SEE STRUCT 3 CONC APRON - SEE STRUCT 30 HM DOOR & FRAME - PAINTED 33 OH SECTIONAL DOOR SYSTEM 35 METAL THRESHOLD 39 LINE OF OH DOOR ABOVE 79 CONT. RIDGE VENT 85 PREFINISHED METAL GUTTER & DOWNSPOUT SYSTEM 99 ASPHALT SHINGLE ROOF SYSTEM 100 FE - WALL -HUNG 1.J 1.1 1.H 1.G 1.F 240'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 1.E 20'-0" 1.D 20'-0" G 20'-0" I I I I I I I I I 4 2 A201 A220 I I I I I I I I I I 20'-0" 1.A UTILITY W9S _ o 0 I o 4 G7XS A301 7'-5" GW8 GW8 GW8 GW8 GW8 GW8 GW8 GW8 GW8 GW8 W9S T/ FLOOR EL 99'-4" T/ FLOOR EL 99'-4" T/ FLOOR EL 99'-4" T/ FLOOR EL 99'-4" T/ FLOOR EL 99'-4" T/ FLOOR EL 99'-4" T/ FLOOR EL 100'-0" T/ FLOOR EL 100'-0" T/ FLOOR EL 100'-0" T/ FLOOR EL 100'-0" T/ FLOOR EL 100'-0" T/ FLOOR EL 100'-0" UNIT 12 UNIT 11 UNIT 10 UNIT 9 UNIT 8 UNIT 7 UNIT 6 UNIT 5 UNIT 4 UNIT 3 UNIT 2 UNIT 1 112 39 TYP III 111 110 III 109 108 I� 107 SIC 106 III 105 104 III 103 102 III 101 II 33 TYP — 112A 111A II C 110A O 109A 0O 108A CD 107A II O 106A 105A O Lo II O r 104A O 103A II O 102A O 101A G 1'-10 3/4" OVERHANG I 20'-0" 20'-0" 20'-0" 2 A201 0 1.1 240'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" A 01 20 N/2 — — — — — — — — — — I 4" / 12" I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — 4"/12" 4" / 12" � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4" / 12" 4"/12" — — — — — — — — — — — — — — — — — — — — — — — — — I 4"/12" I I I I TYP gg (V � 4" / 12" 4" / 12" TYP 79 N 4"/12" 4" / 12" I I 4" / 12" J I I 4" / 12" TYP 85 2 1. A201 19'-9" 40'-8 3/4" 39'-3 1 /4" 40'-8 3/4" 39'-3 1 /4" 40'-8 3/4" 19'-9" zo 0 M 1 A201 1 A220 1'-10 3/4" OVERHANG 1 A201 1 A220 Akk\/AA VAA. LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 4 Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 1 FLOOR AND ROOF PLANS PROJECT NO: DRAWING NO: 240776 SCALE: A 1 O 1 AS NOTED 141 REFLECTED CEILING GENERAL NOTES 1. SEE SHEET G001 FOR TYPICAL NOTES. 2. REFERENCE TO CEILING AND SOFFIT HEIGHTS ARE ABOVE FINISHED FLOOR ELEVATION. 3. LIGHT FIXTURES AND ACT ARE TO BE CENTERED IN BOTH DIRECTIONS WITHIN ROOM OF AREA UNO. 4. SEE ELECTRICAL FOR LOCATION OF LIGHTS NOT SHOWN. NORTH C3 (31 REFLECTED CEILING PLAN SYMBOL KEY 2x4 LED LIGHT FIXTURE 2x2 SUPPLY AIR GRILLE ACOUSTICAL CEILING TILE AND SUSPENDED GRID SYSTEM 2x4 SUSPENDED LED LIGHT FIXTURE 2x2 RETURN AIR GRILLE GYPSUM BOARD OR PLASTER CEILING 0 1x4 LED LIGHT FIXTURE o 6x2 RETURN AIR GRILLE I--o SUSPENDED LED STRIP LIGHT FIXTURE — — — — — — — — — WALL OR PARTITION TO UNDERSIDE OF DECK EXPOSED STRUCTURE Q RECESSED DOWN LIGHT —•—•—•—•— 1 HR WALL w/ 60 MIN FIRE DOOR ASSEMBLY 1-0 WALL MOUNTED LIGHT FIXTURE — • - — • - — - • — 2 HR WALL w/ 2 HR OPENING G EXIT SIGN - - - - - - 3 HR WALL w/ 3 HR OPENING 85 PREFINISHED METAL GUTTER & DOWNSPOUT SYSTEM 151 GYP BD CEILING 240 LIGHT 0 REFLECTED CEILING PLAN KEYNOTES G 1.L 1.K 1.J 1.1 1.H 1.G 1.F 1.E 1.D 1.0 1.B 1.A 240'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 2 A220 a_ TYP - REFLECTED CEILING PLAN 1 /8" = 1'-0" TYP V% A kklJ MME V ,�,A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 1 REFLECTED CEILING PLAN PROJECT NO: DRAWING NO: 240776 SCALE: A 11 O AS NOTED 142 EXTERIOR ELEVATION GENERAL NOTES (D EXTERIOR ELEVATION KEYNOTES 1. SEE SHEET G001 FOR TYPICAL NOTES. 2. SEE SECTIONS & DETAILS FOR ADDITIONAL MATERIAL & FINISH INFORMATION. 3. SEE A501 FOR FRAME ELEVATIONS & GLASS TYPES. C[�iQ�IY 1 NORTH EXTERIOR ELEVATION 40'-0" SOUTH EXTERIOR ELEVATION 1/8" = 1'-0" 30 HM DOOR & FRAME - PAINTED 33 OH SECTIONAL DOOR SYSTEM 40 HM WINDOW SYSTEM 56 HARDIE SMOOTH SURFACE (CHARCOAL) 57 4'x8' STUCCO TEXTURE PANEL (CHARCOAL) 58 FAUX STONE, MISSION POINT - BY VERSETTA 78 ASPHALT SHINGLES (BLACK) 79 CONT. RIDGE VENT 85 PREFINISHED METAL GUTTER & DOWNSPOUT SYSTEM 240 LIGHT TYP TYP TYP TYP TYP 2 EAST EXTERIOR ELEVATION G NO nic 0 1.D 20'-0" k 1.E 20'-0" 1.H WN 20'-0" 240'-0" 1.G 20'-0" 0 1.E 20'-0" k �J 20'-0" G ni 20'-0" G 1X 20'-0" i� AL 20'-0" L4U -u 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" WEST EXTERIOR ELEVATION 1 /8" = 1'-0" 1.A VAA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 1 EXTERIOR ELEVATIONS PROJECT NO: DRAWING NO: 240776 SCALE: A201 AS NOTED AtkVAA VAA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 1 BUILDING SECTIONS PROJECT NO: DRAWING NO: 240776 SCALE: A 220 AS NOTED 144 VAA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 1.1 1.2 1.1 CONT RIDGE VENT CONT RIDGE VENT ROOF RIDGE ROOF RIDGE EL 124'-1 1/4" EL 124'-1 1/4" 6" CONT RIDGE VENT DORMER, SEE ALSO STRUCT PROVIDE HOLES IN SHINGLE ROOFING OVER SHINGLE ROOFING OVER PLYWOOD FOR AND WATER SHIELD FIRST SHINGLE ROOFING OVER ICE AND WATER SHIELD VENTING AS ICE ICE AND 3'-0" IN VALLEYS ICE AND WATER SHIELD FIRST 8'-0" FIRST 8'-0" AND 3'-0" IN REQUIRED AND 301b ROOFING FELT OVER 5/8" 3'-0" IN VALLEYS VALLEYS OSB ,-'' 301b ROOFING FELT OVER 5/8" OSB 301b ROOFING FELT OVER 5/8" OSB 12" PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF, TRUSS BY 4 / TRUSS BY OTHERS, COORDINATE 12" TRUSS BY OTHERS, COORDINATE BOTTOM OTHERS, COORDINATE BOTTOM CHORD BOTTOM CHORD SLOPE WITH 4" CHORD SLOPE WITH TRUSS SUPPLIER SLOPE WITH TRUSS SUPPLIER / TRUSS SUPPLIER 12 �� 4 ' PRE -FIN MTL PRE -FIN MTL DRIP &TRIM PRE -FIN MTL DRIP & TRIM — DRIP & TRIM ' I _ T/ WALL i T/ WALL I T/ WALL OgL EL 116'-0" EL 116'-0" EL 116'-0" 3'-0" TYP PRE -FIN MTL " TYP R49 BLOWN- IN 3'-0 GUTTER AND R49 BLOWN- IN INSULATION AND INSULATION AND DOWNSPOUT, VAPOR BARRIER VENTED VINYL VAPOR BARRIER TYP VENTED VINYL SOFFIT 5/8" GYP BD SOFFIT VENTED VINYL S5/8" GYP BD SIMPSON CLIP SOFFIT SEE STRUCT LP EXTERIOR SIMPSON CLIP - FINISH TRIM LP EXTERIOR LP EXTERIOR SEE STRUCT FINISH TRIM HEADER FRAME SIMPSON CLIP - FINISH TRIM DOUBLE 2x PLATE SEE STRUCT SEE STRUCT SEE STRUCT 5/8" GYP BD � DOUBLE 2x PLATE --RETURN GYP BACK SEE STRUCT FLUSH MOUNT EALANT AND BACKER WDW HEADER FRAME WI W BRG OgL SEE STRUCT EL 111'-11 1/2" 1.A LP EXTERIOR FINISH TRIM, SOLID SURFACE SILL, RETURN TO DOOR SEALANT AND BACKER TRACKS ARE MOUNTED PARALLEL TO CEILING W9S 1/2" PLYWOOD SHEATHING 2x8 WD STUDS 16" OC SEALANT AND BATTINSUL BACKER (2) LAYERS TYPE X GYP SIMPSON LUS 28 (UL SYSTEM RC-2601) 2X8 CONT LEDGER W/ (2) 5/16" DIAX5 1/8" GRK RSS TO WALL STUD 2x8 RIM BOARD DOOR HEADER, BY STRUCT W 10S W9S W9S SIMPSON H2A CLIP FIRE RATED SEALANT AND BACKER (2) LAYERS TYPE X GYP SEALANT AND BACKER-::://///' PRE FIN MTL INSUL OH DOOR, SEE SCHED UTILITY G7XS Lu 90 STONE VENEER 00 U CONT SILL PLATE, SEE STRUCT CONT SILL PLATE, TREATED 2X BOT PL SEE STRUCT W/ (1) 1/2" DIA SCREW CURB, SEE STRUCT BOLT W/ 3" EMBED INTO SLAB @ 32" OC CONC STOOP - SEE CURB, SEE STRUCT STRUCT REINF CONCRETE SLAB, SEE STRUCT u 00 T/O CONC T/O CONIC REINF CONCRETE SLAB, T/O CONC °d EL 100'-0" °. EL 100'-0" SEE STRUCT ° a ° — o 0 0 0 0 0 0 0 0 0 0 0 ,, - VAPOR BARRIER OVER _ " i- 6" COMPACTED SAND, TYP III a 2" RIGID ' d INSULATION, TYP a I . d Ll 1 WALL SECTION 2 WALL SECTION(-3 WALL SECTION 4 SECTION AT UTILITY �01 3/4" = 1'-01, A301 3/4" = 1'-01, �01 3/4" = 1'-0" �01 3/4" = 1'-0" CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the Stat of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, IN ARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 1 WALL SECTIONS PROJECT NO: DRAWING NO: 240776 SCALE: A301 AS NOTED PARTITION &WALL TYPES 7 1 /8" W7S 9 1/8" W9S�" 8 7/8" W 10S 8 3/8" G9S 8 1/4" GW8 EXTERIOR 6 3/4" G7XS INTERIOR PARTITION W7S LP SMART SIDE BD BATTEN SIDING WATER & AIR BARRIER 1/2" DENSGLASS SHEATHING 2x6 WD STUD @ 16" OC 3.5" CLOSED CELL FOAM INSULATION 5/8" TYPE "X" INTERIOR GYP BD LP SMARTSIDE BD & BATTEN SIDING WATER & AIR BARRIER 1/2" EXTERIOR OSB SHEATHING 3/4" PLYWOOD 2x8 WD STUDS @ 16" OS 3.5" CLOSED CELL FOAM INSULATION 5/8" TYPE "X" INTERIOR GYP BD PARTITION TYPE W 10S LP SMARTSIDE BD & BATTEN SIDING WATER & AIR BARRIER 1/2" DENSGLASS SHEATHING 2x8 STUDS @ 16" OC 3.5" CLOSED CELL FOAM INSULATION 5/8" TYPE X INTERIOR GYP BD PARTITION TYPE G9S 1/2" EXTERIOR OSB SHEATHING 2x8 WD STUD @ 16" OC 3.5" CLOSED CELL FOAM INSULATION 5/8" TYPE X INTERIOR GYP BD PARTITION TYPE G8S (SHEAR WALL 5/8" TYPE "X" GYP. BD. 2x8 WD STUD @ 16" OC SOUND BATT INSULATION 5/8" TYPE "X" GYP. BD PARTITION TYPE 5/8" TYPE 'X' GYP BID BD 2x6 WD STUD @ 16" OC SOUND BATT INSULATION 5/8" TYPE "X" GYP BD 1 HOUR WALL SYSTEM UL 305 DOOR SCHEDULE FIRE RATING GLAZING TYPE DOOR MATL TYPE DOOR FRAME MATL TYPE HARDWARE GROUP A - 3 HOUR B - 1 1/2 HOUR C - 1 HOUR D - 3/4 HOUR E - 20 MINUTE N - NO RATING T - CLEAR TEMPERED GLASS TT- TINTED & TEMPERED GLASS I -INSULATED IT - INSULATED TEMPERED C - FIRE RATED CERAMIC GLASS WD - WOOD (AS SPECIFIED) OAK - OAK WOOD BIRCH - BIRCH WOOD PLAM -PLASTIC LAM CLAD HM - HOLLOW METAL AL/GL - ALUMINUM & GLASS FIB - FIBERGLASS HM - HOLLOW METAL GROUP 1 GROUP 2 AL - ALUMINUM 1.5 PR BB BUTT HARDWARE BY DOOR MANUF. WD -WOOD 1 SET THRESHOLD 1 SET WEATHERSTRIPPING STL - STEEL 1 EA SWEEPS 1 ENTRY LOCK, LEVER HANDLE, BRUSHED CHROME FINISH 1 EA. DOOR CLOSER 1 EA WALL STOP DOOR SCHEDULE DOOR FRAME FIRE RATING HDWR GROUP DETAILS NOTES NUMBER LEAF WIDTH LEAF HEIGHT ELEV MATL GLAZ INSULATED ELEV DEPTH MATL I GLAZ INSULATED HEAD JAMBS SILL SINGLE LEAF 101 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 102 T-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 103 T-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 104 T-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 105 T-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 106 T-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 107 T-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 108 T-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 109 T-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 110 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 111 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 112 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 OVERHEAD 101A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 102A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 103A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 104A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 105A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 106A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 107A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 108A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 109A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 110A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 111A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 112A 1 14'-0" 1 14'-0" 1 B I MTL I IT I YES I --- 1 0"1 --- I YES NO I NO 1 2 1 4/A601 I 2/A601 6/A601 PRE -FIN MTL Tf '"" SEALANT & BA( (BOTH SIDES) SHIM AS REQ'E DOOR FRAME PER SCHED THRESHOLD BELOW 5/8" GYP BD RE, w/ CORNER BEAD NOTE: SEE A101 PARTITIOI HEADER F SEE STRI. 5/8" GYP E RETURN v CORNERI SEALANT EXTERIOR FINISH TRIM WHITE BUILDING WRAP TO CONTINUE UNDER DOOR FRAME NOTE: SEE A101 FOR PARTITION TYPE EXT DOOR JAMB DETAIL 1 1/2" = 1'-0" SEALANT,TYP EXTERIOR FINISH TRIM - WHITE EXTEND BUILDING WRAP UNDER HEADER T/ OPENING ii SEE SCHED Y PRE-ENG MTL DRIP SEALANT w/ BACKER (BOTH SIDES) DOOR & FRAME PER SCHED EXT DOOR HEAD DETAIL 1 1/2" = 1'-0" DOOR & f PER SCH SWEEP 10 MIL VA RETARDE i,T/ CONC EL= VARIES 10 MIL VAPOR RETARDER R10 RIGID INS a a a a a a p Q a a — 9 a a to it Iia a d Y 5 DOOR SILL DETAIL A601 1 1/2" = 1'-0" PROVIDE WEATHER STRIPPING @ DOOR BTM THRESHOLD SET IN CONT BED OF MASTIC FIBER EXPANSION JOINT CONT BEAD OF SEALANT @ PERIMETER WEATHERSTRIP C @ PERIMETER OH DR SUPPORT & ANGLE GUIDES NOTE: SEE A101 PARTITIO SPRAY F( INSULATII OVERHE/ DOOR TR SYSTEM W EATH Ef @ PERIM EXTERIOR FINISH TRIM - ✓HITE UILDING WRAP TO ONTINUE AROUND OOR FRAME OTE: EE A101 FOR ARTITION TYPE OH DOOR JAMB DETAIL 1 1/2" = 1'-0" HEADER FRAME - SEESTRUCT EXTEND BUILDING WRAP UNDER HEADER SEALANT,TYP EXTERIOR FINISH TRIM - WHITE PRE -FIN METAL TRIM AND DRIP T/ OPENING SEE SCHED MTL FLASHING WRAP AT HEADER OH DOOR HEAD DETAIL 1 1/2" = V-0" OVERHEAD DO^n & DOOR TRACK BOTTOM ASTR, RETAINER OF EXTRUDED ALL w/ VINYL ASTR/ CONC SLAB - SEE STRUCT CONC FOUNDA SEE STRUCT WEATHERSTRIP CONT @ PERIMETER MTL FLASHING WRAP AT FRAME SLOPED CONC APRON - SEE STRUCT FIBER EXPANSION JOINT 6 OH DOOR SILL DETAIL A601 1 1/2" = V-0" 2" 2" SEE SCHED F1 HM FRAME ELEVATION VISION PANEL (4-THUS) OSINGLE PANEL O SECTIONAL OVERHEAD DOOR DOOR ELEVATIONS 0 EQ 2 SEE SCHED F5 WINDOW ELEVATION WINDOW TYPE SCHEDULE FIRE RATING WINDOW FRAME MAT'L TYPE A - 3 HOUR HM - HOLLOW METAL B - 1 1/2 HOUR AL - ALUMINUM C - 1 HOUR WD - WOOD D - 3/4 HOUR STL -STEEL E - 20 MINUTE VINYL - VINYL N - NO RATING GLAZING TYPE T - CLEAR TEMPERED GLASS TT- TINTED & TEMPERED GLASS I -INSULATED IT - INSULATED TEMPERED C - FIRE RATED CERAMIC GLASS WINDOW FRAME FIRE TYPE IWIDTH IHEIGHT ELEV DEPTH MATL IGLAZ �RATING�NOTES 25 1 4'-0" 1 3'-0" IF51 5" JAL INSUL Akkl IIA,A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signatu e TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 1 WALL PARTITION TYPES, DOOR & FRAME ELEVATIONS, and SCHEDULES PROJECT NO: DRAWING NO: 240776 SCALE: A 6O 1 AS NOTED 146 GENERAL NOTES: A. THE ELECTRICAL EQUIPMENT SHOWN ON THIS SHEET IS DIAGRAMMATICAL IN NATURE AND REPRESENTS APPROXIMATE LOCATIONS IN OR ON SPACE/ROOM/AREA OR EQUIPMENT. CONTRACTOR TO VERIFY THE EXACT LOCATION AND COORDINATE WITH NECESSARY TRADES. LIGHTING FIXTURE SCHEDULE SYMBOL DESCRIPTION MFR./ CAT. NO. LAMP TYPE INPUT POWER/VOLT REMARKS/ACCESSORIES k�)WET LOCATION - WALL MOUNT LED LITHONIA LIGHTING LED 15 WATTS CAT. NO. (120/277V) W1 WDGE2LEDP240K80CRIVFMVOLTSRMAWSDDBXD kL BOULEVARD Statistics Description Symbol Avg Max Min Max/Min Avg/Min SITE + 1.8 fo 15.9 fc 0.0 fc WA WA ' 0 +° ° +°'0 +°'0 +°'0 +°'1 +°'1 - °`) +°A +°^ +°^ +°^ +°' +0 0 +° ° +° ° +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°A +°^ +°^ +0 +°'1 +°A +°^ +°^ +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 - °o +0 +0 + ' + ' + ' + ' 1.0 0.1 0.2 +.0 +.0 +.0 +.0 +.3 +.3 +.2 +.2 +.2 +.2 +.3 +.2 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.1 +.3 +.2 +.2 +.2 +.2 +.3 +.3 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.2 +.2 +.2 +.2 +.3 1.0 +.0 +.0 +.0 +.0 +1.3 +1.0 +.6 +.3 +.4 +.7 +1.1 +.5 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +1.1 +.7 +.4 +.3 +.5 +.9 +1.2 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +1.0 +.7 +.4 +.3 +.4 +.8 +1.1 +1.3 +2.9 +2.0 +6.6 +.0 +.0 +.0 +.0 +.0 +.0 0. + .0 +.0 +.0 +.0 +.0 +5.2 + +' +' +' +' -7 + +.9W 1 - +1.5 23 8 +2. 10.7 6. 10, AFG = TYP. 1 d +1.1 2 ° +.2 +4.9 W1 9.7 22 +.5 +6.4 W1 +16.1 +3.8 .6 + +6.4 F-- 3 +8.1 +73 1.8 + d,.4 .3 + 92 +2.8 + a d 21 +2.7 , +5'6 W1 +5.9 W1 +3.2 .o +5.0 4 +. 5 +1.4 +1.5 3.6 W1 - +6.7 15 20 +. +2. g 131 +13� 5.7 6 J W1 11 +2.4 +3.3 I N G 2 ,+2. 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W1 W1 8 d 4 4 20 d + 0.3 d + d 0.2 +5 d 0.5 4 ° d 19 _,,7 4 +6.8 1 .1 +11 9 a +9 4 d ,30 +3.0 +7 3 +.8 18 ° + 3 +.3 + 3 +.2 + 6 4 +.6 �4 BUILDI G 4 17 +2.2 3 7.6 d 16 d ° + .5 5 +2.5 +.7 d + .4 d +.4 ° ° + + 7 0.7 7 2.5 + 6 15 + 3 +8.3 + .1 7 +6.8 d + .8 • 1 4 +1.9 ° +1.6 ° +.7 d + .9 +.9 + .2 8 13 +3.1 d .9 .1 ° 12.4 i.7 9 d +5.6 d �J ° .4 12 +1.6 5 +.6 9 +.9 3.4 10 11 +3.3 .7 6.8 W1 +.5 +1.1 +3.2 W1 +1.6 +.7 +.4 +.8 +1.9 +.6 +.4 +.3 +.4 +.6 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.4 +.3 +.3 +.3 +.4 +1.3 +.7 +.5 +.8 +1.3 +3.3 +1.3 +.8 +1.5 +3.7 W1 W1 +1.7 +1.0 +2.1 +5.9 ' W1 W1 +4.0 +1.6 +.9 +1.8 +4.8 , +1.8 +.9 +.6 +1.0 +2.0 +.6 +.4 +.4 +.5 +.6 +.3 +.2 +.2 +.2 +.3 +.2 +.2 +.2 +.2 +.2 +.5 +4 +0 3 +4 +.4 +1.5 +.8 +.6 +.8 +1.3 W 1 +3.5 +1.3 +.9 +1.7 +4.0 W1 W 1 +4.8 +1.6 +1.0 +2.4 +6.7 W1 +3.6 +1.3 +.9 +1.9 +4.9 +1.5 +.8 +.6 +1.0 +1.8 +.6 +.4 +.4 +.5 +.6 +.4 +.3 +.3 +.3 +.3 +.6 +.4 +.4 +.5 +.6 +1.6 +.8 +.6 +1.0 +1.7 +3.7 +1.3 +.9 +1.9 +4.7 W1 W1 9 +4.8 +1.6 +1.1 +2.4 +6.7 W1 W1 3.2 1.3 0.9 1.8 + + + + +4.3 +1.3 +.8 +.6 0.9 +1.5 +.6 +.5 +.4 +.5 +.6 +.7 +.5 +.5 +.6 +.7 +1.9 +.9 +.7 +1.1 +2.1 +3.9 +1.4 +1.0 +2.0 +5.2 W1 W1 W 1 +4.5 +1.5 +1.1 +2.4 +6.7 - W1 +2.8 +1.1 +.9 +1.7 +4.0 +1.1 +.7 +.6 +.9 +1.4 +.5 +.4 +.4 +.5 +.5 +.7 +.4 +.4 +.5 +.6 +1.6 +.6 +.5 +.8 +1.7 +2.5 +.8 +.6 +1.3 +3.6 W1 W1 +.0 +.0 +.1 +.1 +.1 +.1 +.0 + . + . + . + . + . + . + . + + + +3.8 +2.2 +.9 +.4 +.5 +1.4 +2.9 0.4 �0.0 +.0 0.0 0.0 0.0 0.0 +.0 +.0 +.0 0.0 0.0 +.0 1 0.0 +2.9 +1.4 0.6 +.5 +1.4 +3.0 + .7 0.0 +.0 +.0 0.0 0.0 0.0 0.0 +.0 +.0 +.0 0.0 +.0 + 0 +3.5 +1.7 0.6 0.5 +1.2 +3.0 / +5.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 09 07 04 03 03 05 OB 05 00 00 00 00 00 00 00 00 00 00 0.0 0.0 / 03 OB 05 03 03 06 OB OB 00 00 00 00 00 00 00 0.0 0.0 00 00 00 00 09 96 04 03 06 11 15 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 02 02 01 01 02 02 01 00 00 00 00 00 00 00 00 00 0.0 0.0 0.0 0.2 0.2 0.2 02 02 02 02 02 00 00 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 01 02 02 02 02 02 03 03 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 SITE PLAN - LIGHTING PHOTOMETRICS 1 " = 20'-0" MNDOT RIGHT OF WAY PLAT NO 27-129 d 3.3 ° �D.8 1 0.3 U2 0.5 .9 2 d +7.2 0. 3.1 + 3 d +�O.3 +.2 °4 +.5 4 ° +1S BUILDING 5 +7.2 51 9 + +2.5 5 +.3 +.6 i +2.4 a 6 +9.0 +1 .t +7. +.0 7 ° +.6 +018 +1.9 w +10' ��Jj +1 . ° d+6.9 9 +1.7 d +.6 d a .7 +2.d6 10 76 'AA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION CTM issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED ICVA W1 W1 +5.7 +2.1 +.7 +.6 +1.5 +4.2 +2.4 +1.2 +.5 +.4 +1.0 +2.2 +.6 +.5 +.3 +.3 +.4 +.7 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.5 +.4 +.3 +.3 +.4 +.5 +1.9 +1.2 +.6 +.6 +.9 +1.6 +6.2 +2.8 +1.1 +.9 +2.0 +4.7 W1 W1 9.6 +3.9 +1.3 +1.1 +2.9 +7. W1 W1 7.1 +3.0 +1.1 +1.0 +2.4 +5.9 +2.4 +1.4 +.7 +.6 +1.2 +2.3 +.6 +.5 +.4 +.4 +.5 +.7 +.3 +.2 +.2 +.2 +.3 +.3 +.2 +.2 +.2 +.2 +.2 +.2 +.6 +.5 +.4 +.3 +.5 +.6 +2.3 +1.4 +.7 +.6 +1.1 +1.9 6.9 +3.0 +1.1 +1.0 +2.3 +5.5 W1 W1 +9.6 +3.9 +1.3 +1.1 +3.1 +7. W1 W1 +6.4 +2.8 +1.1 +1.0 +2.4 +5. +2.0 +1.3 +.7 +.6 +1.2 +2.0 +.6 +.5 +.4 +.4 +.5 +.6 +.3 +.3 +.3 +.3 +.3 +.4 +.7 +.6 +.4 +.4 +.5 +.7 +2.6 +1.6 +.8 +.7 +1.3 +2.3 7.7 +3.3 +1.2 +1.1 +2.6 +6.3 W1 W1 +10.1 +4.0 +1.3 +1.2 +3.3 +8. 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PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION CTM issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED ICVA +10.1 +4.0 +1.3 +1.2 +3.3 +8. W1 W1 +5.4 +Z6 +1.1 +1.0 +Z3 +5.0 +1.6 +1.1 +.7 +.6 +1.1 +1.6 +.6 +.6 +.5 +.5 +.6 +.6 +.9 +.8 +.5 +.5 +.7 +.9 +3.2 +1.8 +.9 +.8 +1.5 +2.7 +8.5 +3.6 +1.3 +1.1 +3.0 +7 W1 W1 -9.7 +3.9 +1.3 +1.2 +3.4 + . W1 W1 +4.6 +2.3 +1.0 +1.0 +2.2 +4.6 +1.3 +.9 +.6 +.6 +1.0 +1.4 +.6 +.5 +.4 +.4 +.5 +.6 +1.0 +.7 +4 +.4 +.6 +.9 +3.3 +1.6 +0S +.6 +1.3 +2.8 +5.9 +2.2 +.7 +.7 +1.9 +5. 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PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION CTM issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. 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PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION CTM issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED ICVA W1 +.5 +1.1 +3.2 W1 +1.6 +.7 +.4 +.8 +1.9 +.6 +.4 +.3 +.4 +.6 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.4 +.3 +.3 +.3 +.4 +1.3 +.7 +.5 +.8 +1.3 +3.3 +1.3 +.8 +1.5 +3.7 W1 W1 +1.7 +1.0 +2.1 +5.9 ' W1 W1 +4.0 +1.6 +.9 +1.8 +4.8 , +1.8 +.9 +.6 +1.0 +2.0 +.6 +.4 +.4 +.5 +.6 +.3 +.2 +.2 +.2 +.3 +.2 +.2 +.2 +.2 +.2 +.5 +4 +0 3 +4 +.4 +1.5 +.8 +.6 +.8 +1.3 W 1 +3.5 +1.3 +.9 +1.7 +4.0 W1 W 1 +4.8 +1.6 +1.0 +2.4 +6.7 W1 +3.6 +1.3 +.9 +1.9 +4.9 +1.5 +.8 +.6 +1.0 +1.8 +.6 +.4 +.4 +.5 +.6 +.4 +.3 +.3 +.3 +.3 +.6 +.4 +.4 +.5 +.6 +1.6 +.8 +.6 +1.0 +1.7 +3.7 +1.3 +.9 +1.9 +4.7 W1 W1 9 +4.8 +1.6 +1.1 +2.4 +6.7 W1 W1 3.2 1.3 0.9 1.8 + + + + +4.3 +1.3 +.8 +.6 0.9 +1.5 +.6 +.5 +.4 +.5 +.6 +.7 +.5 +.5 +.6 +.7 +1.9 +.9 +.7 +1.1 +2.1 +3.9 +1.4 +1.0 +2.0 +5.2 W1 W1 W 1 +4.5 +1.5 +1.1 +2.4 +6.7 - W1 +2.8 +1.1 +.9 +1.7 +4.0 +1.1 +.7 +.6 +.9 +1.4 +.5 +.4 +.4 +.5 +.5 +.7 +.4 +.4 +.5 +.6 +1.6 +.6 +.5 +.8 +1.7 +2.5 +.8 +.6 +1.3 +3.6 W1 W1 +.0 +.0 +.1 +.1 +.1 +.1 +.0 + . + . + . + . + . + . + . + + + +3.8 +2.2 +.9 +.4 +.5 +1.4 +2.9 0.4 �0.0 +.0 0.0 0.0 0.0 0.0 +.0 +.0 +.0 0.0 0.0 +.0 1 0.0 +2.9 +1.4 0.6 +.5 +1.4 +3.0 + .7 0.0 +.0 +.0 0.0 0.0 0.0 0.0 +.0 +.0 +.0 0.0 +.0 + 0 +3.5 +1.7 0.6 0.5 +1.2 +3.0 / +5.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 09 07 04 03 03 05 OB 05 00 00 00 00 00 00 00 00 00 00 0.0 0.0 / 03 OB 05 03 03 06 OB OB 00 00 00 00 00 00 00 0.0 0.0 00 00 00 00 09 96 04 03 06 11 15 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 02 02 01 01 02 02 01 00 00 00 00 00 00 00 00 00 0.0 0.0 0.0 0.2 0.2 0.2 02 02 02 02 02 00 00 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 01 02 02 02 02 02 03 03 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 SITE PLAN - LIGHTING PHOTOMETRICS 1 " = 20'-0" MNDOT RIGHT OF WAY PLAT NO 27-129 d 3.3 ° �D.8 1 0.3 U2 0.5 .9 2 d +7.2 0. 3.1 + 3 d +�O.3 +.2 °4 +.5 4 ° +1S BUILDING 5 +7.2 51 9 + +2.5 5 +.3 +.6 i +2.4 a 6 +9.0 +1 .t +7. +.0 7 ° +.6 +018 +1.9 w +10' ��Jj +1 . ° d+6.9 9 +1.7 d +.6 d a .7 +2.d6 10 76 'AA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION CTM issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED ICVA 'AA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION CTM issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED ICVA issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED ICVA DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED ICVA STRUCTURAL NOTES 2.2 2.3 3 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.1 5 5.1 5.2 5.3 5.4 5.5 5.6 6 6.1 6.2 6.3 6.3.1 6.3.2 6.4 6.5 6.6 6.7 BUILDING CODE: THE 2020 MINNESOTA BUILDING CODE BASED ON THE 2018 INTERNATIONAL BUILDING CODE. DESIGN LOADS: ROOFS: SNOW: GROUND SNOW LOAD, Pg.......................................................50 PSF ROOF SNOW LOAD, Pf.............................................................SEE 2/S121* EXPOSURE FACTOR, Ce..........................................................1.0 IMPORTANCE FACTOR, IS........................................................1.0 THERMAL FACTOR, Ct..............................................................1.1 LIVE: ROOF LIVE LOAD......................................................................20 PSF (REDUCIBLE)" WIND: BASIC WIND SPEED, V............................................................109 MPH ULTIMATE RISK CATEGORY--------------------------------------------------------------------------------------------------- II IMPORTANCE FACTOR, IW.................................................................................... 1.0 EXPOSURE............................................................................................................0 INTERNAL PRESSURE COEFFICIENT, GCPi........................................................±0.18 COMPONENT DESIGN PRESSURE......................................................................SEE TABLE PLUS SNOW ACCUMULATION IN ACCORDANCE WITH SECTION 1608 OF THE IBC. LIVE LOAD BASED ON ASCE 7-16 TABLE C4.3-1 ACCESSIBLE FURRED CEILING LIVE LOAD. THE LIDS FOR INTERIOR OFFICE ARE DESIGNED TO SUPPORT CEILING AND MECHANICAL ONLY. THE LID FOR INTERIOR STRUCTURES ARE NOT ACCESSIBLE AND ARE NOT INTENDED FOR STORAGE. COMPONENT AND CLADDING ULTIMATE WIND PRESSURE TABLE IN PSF 12 LOCATION EXTERIOR WALLS GROSS ROOF UPLIFT TRIBUTARY AREA TRIBUTARY AREA 10 SQ. FT. 100 SQ. FT. 10 SQ. FT. 100 SQ. FT. TYPICAL ±28 ±24 -38 -11 WITHIN 8 FEET OF BUILDING CORNER ±37 ±29 FROM RIDGE OF ROOF TO 8 FEET FROM EDGE -60 -27 FROM EDGE OF ROOF TO 8 FEET FROM EDGE -60 -27 FROM 8 FEET FROM BUILDING CORNER & RIDGE CORNER (8 FEET WIDE) -73 -32 1 LINEAR INTERPOLATION MAY BE USED FOR TRIBUTARY AREAS BETWEEN THOSE SHOWN 2PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE PROJECTED SURFACES, RESPECTIVELY GENERAL NOTES: CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR THE SAFETY OF PERSONS AND PROPERTY. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. DURING ERECTION OF THE STRUCTURE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TEMPORARY GUYING, SHORING, BRACING, FORMING, ETC. TO HOLD THE STRUCTURE IN PROPER ALIGNMENT AND TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, TEMPERATURE DIFFERENTIALS, STOCKPILES OF MATERIAL AND EQUIPMENT. SUCH MEASURES SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY AND UNTIL ALL FRAMING AND CONNECTIONS INCLUDING ROOF DECK ARE IN PLACE. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF SUCH TEMPORARY MEASURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW BY THE ENGINEER. ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS, ELECTRICAL DRAWINGS, TELECOMMUNICATION DRAWINGS, FIRE PROTECTION DRAWINGS, EQUIPMENT DRAWINGS AND RELATED ITEMS ARE BY OTHERS. CONTRACTOR AND SUBCONTRACTORS SHALL THOROUGHLY REVIEW ALL DRAWINGS AND SPECIFICATIONS PRIOR TO SUBMITTING BIDS. MISCELLANEOUS FASTENERS, CLIPS, ETC. THAT ARE NOT DETAILED ON THE DRAWINGS BUT ARE PART OF THE REQUIREMENTS FOR FULL INSTALLATION OF ALL STRUCTURAL SYSTEMS ARE TO BE PART OF THE BID. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE BID. DURING THE BIDDING STAGE, CONTRACTOR SHALL REQUEST AN INTERPRETATION OF CONFLICTS PRIOR TO BIDDING. IF NO REQUEST IS MADE, BOTH PROVISIONS SHALL BE PRESUMED TO BE INCLUDED IN THE BID AND THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH PROVISION GOVERNS, AND THE CONTRACTOR SHALL PERFORM THE WORK AT NO ADDITIONAL COST TO THE OWNER. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONSTRUCTION DRAWINGS AND/OR SPECIFICATIONS AND/OR EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL COORDINATE ALL DEPRESSIONS, DIMENSIONS, ELEVATIONS, SLEEVES, CHASES, HANGERS, OPENINGS, BLOCK OUTS, INSERTS, ANCHORS, EQUIPMENT SUPPORTS, AND DETAILS WITH THE ENTIRE CONSTRUCTION PACKAGE INCLUDING ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS, ELECTRICAL DRAWINGS, TELECOMMUNICATION DRAWINGS, FIRE PROTECTION DRAWINGS AND EQUIPMENT DRAWINGS. FOR CONCRETE AND MASONRY CONSTRUCTION THE INSERTS, EMBEDDED PLATES, ETC. SHALL NOT INTERFERE WITH REINFORCEMENT LOCATIONS. MECHANICAL UNITS SUPPORTED BY ROOF OR FLOOR STRUCTURE ARE SUBJECT TO THE ACCEPTANCE OF THE STRUCTURAL ENGINEER. PROVISIONS FOR FUTURE EXPANSION: NO PROVISIONS FOR FUTURE EXPANSION HAVE BEEN INCLUDED IN DESIGN. FOOTINGS AND SOIL DATA: THE STRUCTURE IS DESIGNED FOR THE FOLLOWING: MAXIMUM ALLOWABLE SOIL BEARING CAPACITY...........................................1500 PSF (ASSUMED) FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SOIL OR ON COMPACTED, ENGINEERED FILL. ALL SUBGRADE SHALL BE PREPARED AND COMPACTED ACCORDING TO THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. ALL TOPSOIL, FILL AND OTHER UNSUITABLE BEARING MATERIAL SHALL BE REMOVED. A GEOTECHNICAL ENGINEER SHALL INSPECT THE EXCAVATED AREA TO ENSURE ALL MATERIALS REQUIRING REMOVAL HAVE BEEN REMOVED AND TO VERIFY THE SOIL BEARING CAPACITY USED FOR DESIGN PRIOR TO CONCRETE PLACEMENT. EMBEDMENT DEPTH FROM EXTERIOR GRADE TO BOTTOM OF FOOTING SHALL NOT BE LESS THAN 3'-6" (HEATED STRUCTURES) AND 5'-0" (UNHEATED STRUCTURES). DURING WINTER CONSTRUCTION ALL FOOTINGS SHALL BE CONSIDERED UNHEATED STRUCTURES UNLESS INDICATED OTHERWISE IN THE GEOTECHNICAL REPORT. BOTTOM OF FOOTING ELEVATION SHALL BE LOWERED AS REQUIRED TO MEET THIS MINIMUM. BACKFILL SHALL BE PLACED AND COMPACTED AGAINST BOTH SIDES OF FOUNDATION WALLS SIMULTANEOUSLY. MUD SLABS, FOOTINGS OR SLABS SHALL NOT BE PLACED ONTO OR AGAINST SUBGRADE CONTAINING FREE WATER, FROST OR ICE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT ANY FROST OR ICE FROM PENETRATING ANY FOOTING OR SLAB SUBGRADE BEFORE AND AFTER PLACING CONCRETE UNTIL SUCH SUBGRADES ARE FULLY PROTECTED BY THE PERMANENT BUILDING STRUCTURE OR PROPER DEPTH OF BURY. REINFORCED CONCRETE: DESIGN CODE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318), LATEST ADOPTION. CONCRETE MIXES SHALL BE DESIGNED PER ACI 301 USING THE FOLLOWING: PORTLAND CEMENT CONFORMING TO ASTM C150 OR C595 AGGREGATE CONFORMING TO ASTM C33. ADMIXTURES CONFORMING TO ASTM C494, C1017, AND C260. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE. CONCRETE SHALL BE READY -MIXED IN ACCORDANCE WITH ASTM C94. MATERIAL STRENGTHS: PROVIDE THE FOLLOWING CONCRETE PROPERTIES: COMPRESSIVE MAX MAX WATER DESCRIPTION STRENGTH (fc) AGGREGATE SLUMP2 TO CEMENT AT 28 DAYS SIZE RATIOS (W/C)3 FOOTINGS 3000 PSI 1 1/2" 4" ± 1" 0.57 FOUNDATION WALLS 4000 PSI 3/4" 4" ± 1" 0.45 INTERIOR SLABS ON GRADE 4000 PSI 3/4" 3" ± 1" 0.43 ANYCONCRETE SUBJECTTO FREEZE -THAW CYCLES 4500 PSI 3/4" 4" ± 1" 0.45 (5% ENTRAINED AIR) ALL OTHER CONCRETE 4000 PSI 3/4" 4" ± 1" 0.43 TOLERANCE ON AIR CONTENT AS DELIVERED SHALL BE ± 1.5%. 2 PRIOR TO ADDITION OF PLASTICIZER OR HIGH -RANGE WATER -REDUCER 3THESE W/C RATIOS MAYBE LOWER THAN NECESSARYTO PROVIDE THE SPECIFIED STRENGTHS. REINFORCING STEEL: BARS, STIRRUPS AND TIES.................................................................................ASTM A615, GR. 60 WELDED WIRE FABRIC........................................................................................ASTM A1064 PLACEMENT OF CONCRETE AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI AND CRSI STANDARDS. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS. FURNISH THE FOLLOWING CONCRETE COVER ON REINFORCING BARS UNLESS SHOWN OTHERWISE ON DRAWINGS: SLABS ON GRADE.................................................................................................CENTER MESH OR BARS IN SLAB PIERS.....................................................................................................................1 112" COVER ON TIES FOOTINGS.............................................................................................................3" COVER ON BOTTOM AND SIDES WALLS...... .........................................................................CENTER REINFORCING IN ALL ALL WELDED WIRE FABRIC SHALL BE TRANSPORTED AND DELIVERED IN FLAT SHEETS. 6.8 WELDING (INCLUDING TACKING) OF BARS OTHER THAN ASTM A706 SHALL NOT BE ALLOWED. WELDING OF ASTM A706 BARS SHALL CONFORM TO AWS D1.4. 6.9 MAINTAIN CONCRETE IN A CONTINUOUSLY DAMP AND WET CONDITION FOR NOT LESS THAN 7 DAYS AFTER PLACING. PROTECT FROM MOISTURE LOSS WITH SHEETING OR SPRAY -ON MEMBRANE MEETING ASTM C309 AND COMPATIBLE WITH FLOOR COVERINGS. 6.10 FINISHING REQUIREMENTS ARE AS FOLLOWS (REFER TO ACI 301): SMOOTH RUBBED FINISH ON EXPOSED FORM SURFACES. WOOD FLOAT FINISH ON SLABS TO RECEIVE TOPPING. STEEL TROWEL FINISH ON INTERIOR SLABS AND SLABS TO RECEIVE FINISH FLOORING. BROOM FINISH ON WALKS, STAIRS AND EXTERIOR CONCRETE PEDESTRIAN PAVING. NONSLIP FINISH SHALL BE APPLIED WITH ALUMINUM OXIDE TYPE SURFACE TREATMENT. 6.11 DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE UNLESS SPECIFICALLY INDICATED OR ACCEPTED BY THE ENGINEER. 6.12 PROVIDE CORNER BARS EQUAL IN SIZE AND SPACING TO WALL HORIZONTAL REINFORCEMENT UNLESS OTHERWISE DETAILED. 6.13 IN SLABS PROVIDE (2) #44'-0" DIAGONAL BARS AT 45 DEGREES AT ALL CORNERS OF OPENINGS AND RE-ENTRANT CORNERS. 6.14 AT WALL OPENINGS, PROVIDE (2) #4 BARS ON ALL SIDES EXTENDING 2'-0" BEYOND THE OPENING AND (2) #44'-0" DIAGONAL BARS AT 45 DEGREES AT ALL CORNERS. 6.15 COLD WEATHER CONCRETING SHALL FOLLOW PROCEDURES IN ACI 306. 6.16 HOT WEATHER CONCRETING SHALL FOLLOW PROCEDURES IN ACI 305. 6.17 PROVIDE 32 BAR DIAMETER LAP LENGTHS FOR WALL FOOTINGS UNLESS NOTED OTHERWISE. FOR OTHER LAP LENGTHS PROVIDE CLASS B LAP SPLICES IN ACCORDANCE WITH ACI 318. 6.18 BAR SUPPORTS AND HOLDING BARS SHALL BE PROVIDED FOR ALL REINFORCING STEEL TO ENSURE COMPLIANCE WITH MINIMUM CONCRETE COVER. BAR SUPPORTS SHALL BE PLASTIC, PLASTIC TIPPED, EPDXY COATED OR STAINLESS STEEL FOR UNCOATED STEEL. BAR SUPPORTS FOR COATED STEEL SHALL BE PLASTIC, PLASTIC COATED OR EPDXY COATED. 6.19 PLACE CONCRETE SLABS IN ALTERNATING STRIPS PER ACI 302.1. REFER TO CONSTRUCTION JOINT DETAILS IN DRAWINGS. 6.20 FORMWORK SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE ALL SHORING. 6.21 VERTICAL WALL CONSTRUCTION JOINTS SHALL BE FORMED WITH VERTICAL BULKHEADS AND KEYWAYS. WALL REINFORCING SHALL BE CONTINUOUS THROUGH THE JOINT OR SHALL BE DOWELED WITH AN EQUIVALENT AREA OF REINFORCEMENT UNLESS NOTED OTHERWISE. 6.22 SPECIAL ADDITIONAL REQUIREMENTS FOR SLABS ON GRADE: 6.22.1 DESIGN STANDARD: GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION (ACI 302.1) 6.22.2 REFER TO GEOTECHNICAL REPORT FOR VAPOR BARRIER, ENGINEERED FILL AND SUBGRADE COMPACTION REQUIREMENTS. 6.22.3 LAP ADJOINING WELDED WIRE FABRIC AT LEAST TWO FULL MESHES. 6.22.4 WALKWAYS AND OTHER EXTERIOR SLABS, IF SHOWN ON THE STRUCTURAL DRAWINGS, ARE FOR INFORMATION ONLY. WALKS SHALL BE REINFORCED WITH A MINIMUM OF 6x6 - W1 AxW1.4 WELDED WIRE FABRIC UNLESS OTHERWISE NOTED. SEE THE SITE PLAN, CIVIL DRAWINGS AND ARCHITECTURAL DRAWINGS FOR LOCATIONS, DIMENSIONS, ELEVATIONS, JOINTING DETAILS AND FINISH DETAILS. 6.22.5 SEE THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DEPRESSED SLAB AREAS AND DRAINS. SLOPE SLAB TO DRAINS WHERE SHOWN. 6.22.6 FINISH TOLERANCE OF ALL SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 R. 7 POST -INSTALLED FASTENING: 7.1 POST -INSTALLED SYSTEMS ARE BASED ON THE FOLLOWING (UNLESS NOTED OTHERWISE): 7.1.1 8 8.1 8.2 8.3 8.4 8.5 8.6 I-M 9 9.1 9.2 DESCRIPTION ANCHOR/ADHESIVEI APPLICATIONS ADHESIVES HILTI HIT-HY200 CONCRETE EXPANSION ANCHOR H ILTI KWIK BOLT 3 (TZ) --- SCREW ANCHOR HILTI HUS-EZ --- 1 SUBSTITUTIONS WILL BE CONSIDERED PROVIDED THE CONTRACTOR SUPPLIES DOCUMENTATION OF EQUAL OR GREATER CAPACITY BASED ON ANCHOR SIZE, EMBEDMENT DEPTH, SPACING AND EDGE DISTANCE. POST -INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. STRUCTURAL STEEL: DESIGN CODE: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360), LATEST ADOPTION. MATERIAL SPECIFICATIONS (UNLESS NOTED OTHERWISE): STRUCTURAL STEEL ROLLED SHAPES, PLATES & BARS...............................ASTM A36 HOLLOW STRUCTURAL SECTIONS....................................................................ASTM A500, GR C CONNECTION BOLTS...........................................................................................ASTM A325 THREADED RODS.................................................................................................ASTM A36 ANCHOR RODS.....................................................................................................ASTM F1554, GR 36 WELDS (E70XX ELECTRODES)............................................................................AWS D1.1 NON -SHRINK GROUT (7,000 PSI).........................................................................ASTM C1107, GR. A ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), LATEST ADOPTION. PROVISION 4.4 AND APPENDIX A OF THE AISC CODE OF STANDARD PRACTICE ARE SPECIFICALLY DELETED FROM THE PROJECT CONTRACT DOCUMENTS. THE FABRICATOR SHALL PROVIDE ITS SCHEDULE FOR THE SUBMITTAL OF SHOP AND ERECTION DRAWINGS A MINIMUM OF 14 DAYS PRIOR TO FIRST SUBMITTAL. ALL COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. HAVE BEEN DESIGNED FOR THE FINAL COMPLETED CONDITION AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL LOADINGS ENCOUNTERED DURING STEEL ERECTION AND CONSTRUCTION. CONFORMANCE TO OR DEVIATION FROM ALLOWABLE CAPACITIES DURING ERECTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR (SEE GENERAL NOTES). BEAMS SHALL BE FABRICATED AND ERECTED FOR PLACEMENT WITH THE NATURAL CAMBER UP. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.1. UNLESS OTHERWISE NOTED, PROVIDE CONTINUOUS FILLET WELDS PER AISC REQUIREMENTS MEETING MINIMUM THICKNESSES ALLOWED PER THICKNESS OF MATERIAL WELDED. ALL FILLER MATERIAL SHALL HAVE A MINIMUM YIELD STRENGTH OF 58 KSI. STRUCTURAL STEEL PERMANENTLY EXPOSED TO VIEW SHALL BE SHOP -PRIMED WITH ONE COAT OF SSPC 15-68, TYPE 1 (RED OXIDE) PAINT. DAMAGE DURING TRANSPORTING, ERECTING AND FIELD WELDING PROCESSES SHALL BE REPAIRED TO MATCH THE SHOP APPLIED COATING. STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER INCLUDING BRICK SHELF ANGLES AND ALL OTHER EXTERIOR WALL LINTELS SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. PROVIDE VENT HOLES FOR GALVANIZING AS REQUIRED. SEAL ALL VENT HOLES AFTER GALVANIZING.REPAIR OF GALVANIZED SURFACES SHALL BE PERFORMED WITH A MINIMUM OF 2 COATS OF COLD -GALVANIZING PRODUCT. WOOD: DESIGN CODE: NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION (AF&PA), LATEST ADOPTION. MATERIALS (FOLLOWING INDICATE MINIMUM GRADES LINO ON DRAWINGS): DESCRIPTION SPECIES & GRADE DESIGN VALUES (PSI) COMMENTS Fb Fc-L Fcll E (x106) FRAMING LUMBER Dimensional Lumber (2"-4") SPRUCE -PINE -FIR NO. 2 875 425 1150 1.4 Timbers (5"x5" and larger) SPRUCE -PINE -FIR NO. 2 500 425 500 1.0 STUD BEARING WALLS (STUDS) SPRUCE -PINE -FIR NO. 2 875 425 1150 1.4 LAMINATED VENEER LUMBER (LVL) 1.9E 2600 750 2510 1.9 LUMBER (PSL) 2.0E 2900 750 2900 2 BOTTOM PLATES AT FOUNDATION WALLS (IN CONTACT WITH CONCRETE) SOUTHERN -PINE NO. 2 1000 565 1400 1.4 PRESSURE PRESERVATIVE TREATED 9.2.1 RIM BOARDS AND BLOCKING: 1 1/8" APA PERFORMANCE RATED OSB RIM BOARD. ALL RIM BOARDS AND BLOCKING TO BE FASTENED TO WALL ABOVE AND BELOW WITH A MINIMUM OF 8d NAILS AT 6" OC AT ALL LOCATIONS. 9.2.2 FIRE -RETARDANT -TREATED (FRT) LUMBER SHALL BE IN ACCORDANCE WITH AWPA SPECIFICATIONS. 9.2.3 ROOF DECK: 5/8" (NOMINAL) EXTERIOR GRADE APA RATED PLYWOOD, FACE GRAIN ACROSS SUPPORTS, JOINTS TO BE STAGGERED WITH PLYWOOD ROOF SHEATHING CLIPS AT 24" OC. GLUE AND NAIL WITH 8d NAILS AT 6" OC AT ALL EDGES, INTERMEDIATE FRAMING TO BE NAILED WITH 8d NAILS AT 12" OC. 9.2.4 WALL SHEATHING: 1/2" (NOMINAL) EXTERIOR GRADE APA RATED GYPSUM BOARD (GWB) LINO, HORIZONTAL JOINTS TO BE STAGGERED OR BLOCKED. NAIL WITH 8d NAILS AT 6" OC AT ALL EDGES, INTERMEDIATE FRAMING TO BE NAILED WITH 8d NAILS AT 12" OC 9.2.5 BUILT UP STUDS, HEADERS, BEAMS, COLUMNS, AND OTHER MEMBERS TO BE CONNECTED PER IBC FASTENING SCHEDULE (UNO ON DRAWINGS) 9.3 WALL STUDS SHALL BE CONSTRUCTED IN TIGHT CONTACT WITH TOP PLATES, HEADERS, AND BOTTOM PLATES. 9.4 SPLICES IN AXIALLY LOADED STUDS ARE NOT PERMITTED. ALL NAILS TO BE FULLY DRIVEN WITH HEAD FLUSH TO SURFACE. NEITHER UNDER -DRIVE NOR OVER -DRIVE NAILS UNO. 9.5 PROVIDE POSTS AT EACH LEVEL BELOW POSTS ABOVE, MATCH POST SIZE ABOVE, UNLESS NOTED OTHERWISE. 9.6 WHERE LINTELS (HEADERS) FRAME INTO STUD WALLS, PROVIDE DOUBLE STUDS BELOW BEARING FOR 1 AND 2-MEMBER LINTELS UNO. PROVIDE A MINIMUM OF 2 FULL HEIGHT STUDS ADJACENT TO BEARING STUDS, UNLESS NOTED ON DRAWINGS. 9.7 DO NOT CUT CHORD OR WEB MEMBERS OF TRUSSES OR PRE -FABRICATED JOISTS. IF THERE IS INTERFERENCE, NOTIFY THE ENGINEER FOR DIRECTION. CUTTING OF PRE -FABRICATED JOISTS MUST COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. 9.8 SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE PRESERVATIVE TREATED. 9.9 ALL LUMBER CONNECTORS TO BE SUPPLIED BY USP OR SIMPSON STRONG -TIE. WHERE LUMBER CONNECTORS ARE TO BE USED BUT ARE NOT CALLED OUT IN THESE DRAWINGS THEY ARE TO BE DESIGNED AND SUPPLIED BY USP OR SIMPSON STRONG -TIE FOR THE REACTION SHOWN ON THESE DRAWINGS. WHEN USING STEEL LUMBER CONNECTORS FILL ALL NAIL HOLES TO ACHIEVE PUBLISHED VALUE. WHERE MORE STRINGENT, THESE DRAWINGS SUPERSEDE DIRECTIONS IN PRODUCT CATALOG BUT REFER TO PRODUCT CATALOG FOR TYPICAL INSTALLATION INSTRUCTIONS. 10 WOOD TRUSSES: 10.1 DESIGN, FABRICATION AND CONSTRUCTION OF PRE-ENGINEERED WOOD TRUSSES SHALL CONFORM TO THE LATEST ADOPTION NDS OF AF&PA AND THE NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION (ANSI/TPI 1, LATEST EDITION) OF THE TPI. 10.2 TRUSS DEPTHS AND PROFILES ARE SHOWN IN THE PLANS. MATERIALS AND DESIGN ARE PER MANUFACTURER FOR LOADS INDICATED. LIVE LOAD DEFLECTION OF OVERALL MEMBER SHALL BE LIMITED TO A MAXIMUM OF L/480. LIVE LOAD DEFLECTION OF TOP CHORD SHALL BE LIMITED TO A MAXIMUM OF L/480 BETWEEN PANEL POINTS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S STANDARD SPECIFICATIONS, COMPLETE WITH BRACING CONNECTIONS INCLUDING TRUSS HANGERS AND UPLIFT ANCHORS, AND ALL OTHER NECESSARY ACCESSORIES FOR COMPLETE INSTALLATION. 10.3 CONNECTOR PLATES SHALL BE NOT LESS THAN 0.036 INCHES (20 GAUGE) IN UNCOATED THICKNESS, SHALL MEET OR EXCEED ASTM GRADE A OR HIGHER AND SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A653 (COATING G60). MINIMUM STEEL YIELD STRESS SHALL BE 33,000 PSI. 10.4 TRUSSES SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACILITY. TRUSSES SHALL BE MANUFACTURED BY EXPERIENCED WORKERS, USING PRECISION CUTTING, JIGGING AND PRESSING EQUIPMENT UNDER THE REQUIREMENTS IN THE ANSI/TPI 1. 10.5 WOOD TRUSSES SHALL BE ERECTED IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S REQUIREMENTS. THIS WORK SHALL BE DONE BY A QUALIFIED AND EXPERIENCED CONTRACTOR. 10.6 THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE TRUSSES. THE GUIDELINES SET FORTH BY THE TPI PUBLICATION "BUILDING COMPONENT SAFETY INFORMATION, BCSI 2006: GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" SHALL BE A MINIMUM REQUIREMENT. 10.7 TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED NOR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN APPROVAL OF THE TRUSS SUPPLIER'S STRUCTURAL ENGINEER. 10.8 TRUSSES SHALL BE PERMANENTLY BRACED PER WTCA COMMENTARY FOR PERMANENT BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. TEMPORARY BRACING (IF REQUIRED) IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PER DSB-89 AND HIB-91 AS A MINIMUM. 10.9 COORDINATE MECHANICAL EQUIPMENT LOADS AND LOCATIONS WITH MECHANICAL/ARCHITECTURAL DRAWINGS AND MECHANICAL CONTRACTOR. 11 SUBMITTALS: 11.1 GENERAL SUBMITTAL REQUIREMENTS 11.1.1 CONTRACTOR SHALL REVIEW, STAMP, SIGN AND DATE ALL SUBMITTALS PRIOR TO FORWARDING TO ARCHITECT/ENGINEER. THE ENGINEER'S REVIEW IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK AND COORDINATE THE SUBMITTALS THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS IN THE SUBMITTALS. 11.1.2 SHOP DRAWINGS SHALL BE IN THE FORM OF BLACK -LINE PRINTS OR PORTABLE DOCUMENT FORMAT (PDF) FOR REVIEW. DRAWINGS LISTED BELOW AS "CERTIFIED" SHALL BEAR THE SIGNED AND DATED SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. IN NO CASE SHALL REPRODUCTIONS OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. DRAWINGS SHALL SHOW ERECTION PLANS, DIMENSIONS, BRACING AND BRIDGING REQUIREMENTS, DETAILS, SUPPORTED MECHANICAL EQUIPMENT AND PIPING. SUBMITTALS ARE REQUIRED. 11.1.3 SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED PRIOR TO FABRICATION 11.2 CONCRETE: 11.2.1 CONCRETE MIX DESIGN(S) SHALL BE SUBMITTED TO ENGINEER FOR REVIEW. 11.2.2 REINFORCING STEEL SHOP DRAWINGS. 11.3 STRUCTURAL STEEL: 11.3.1 CERTIFIED SHOP DRAWINGS 11.4 WOOD:. 11.4.1 CERTIFIED PRE -MANUFACTURED WOOD TRUSS SHOP DRAWINGS AND CALCULATIONS. SHOP DRAWINGS SHOULD BE SEALED BY ENGINEER IN CHARGE OF DESIGN IN THE STATE OF MINNESOTA. 11.4.1.1 CALCULATIONS SHALL INCLUDE MEMBER SIZES, SPECIES, GRADE AND MOISTURE CONTENT. 12 SPECIAL INSPECTION: 12.1 SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1701 THE FOLLOWING PORTIONS OF CONSTRUCTION: 12.1.1 SOILS: 12.1.2 BACKFILL AND COMPACTION 12.1.3 CONCRETE: 12.1.3.1 DURING TAKING OF TEST SPECIMENS. 12.1.3.2 REINFORCEMENT - PRIOR TO PLACING CONCRETE. 12.1.3.3 BOLTS INSTALLED IN CONCRETE. 12.1.4 STRUCTURAL STEEL: 12.1.4.1 ONLY APPROVED FABRICATORS IN ACCORDANCE WITH IBC 1704.2.2 SHALL BE USED. 12.1.4.2 FULL TIME INSPECTION IN ACCORDANCE WITH AISC 341 SHALL BE REQUIRED EXCEPT FOR THE FOLLOWING ITEMS WHICH REQUIRE PERIODIC INSPECTION, INCLUDING 100% VISUAL INSPECTION: 12.1.4.3 SINGLE -PASS FIELD -PERFORMED FILLET WELDS NOT EXCEEDING 5/16". 12.1.4.4 WELDING OF REINFORCING STEEL. 12.1.4.5 VERIFICATION OF WELDER QUALIFICATIONS, WELDING PROCEDURES AND MATERIALS. 12.1.4.6 HIGH STRENGTH BOLTING (A325 AND A490) 12.1.4.7 VERIFICATION OF MATERIALS. 12.1.4.8 VERIFICATION OF TIGHTENING METHOD. 12.1.4.9 PERIODIC INSPECTION, INCLUDING RANDOM VERIFICATION OF PROPER TIGHTENING. 12.1.5 EXPANSION AND ADHESIVE ANCHORS. 12.1.5.1 PERIODIC INSPECTION DURING ANCHORAGE. 12.2 WOOD FRAMING: 12.2.1 WIND RESISTANCE SYSTEM (SHEAR WALL SHEATHING ATTACHMENT) 12.3 REPORTS FOR THE ABOVE SHALL BE SUBMITTED TO THE ENGINEER. ALL REPORTS SHALL CLEARLY INDICATE COMPLIANCE OR NON-COMPLIANCE. 12.4 THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR AT LEAST 48 HOURS IN ADVANCE FOR WORK THAT WILL REQUIRE INSPECTION OR TESTING. 12.5 UPON COMPLETION OF EACH PHASE OF THE WORK, THE SPECIAL INSPECTOR SHALL SUBMIT A LETTER STATING COMPLIANCE WITH AND VARIANCES FROM THE PROJECT REQUIREMENTS (IF ANY). 12.6 UPON COMPLETION OF THE PROJECT, THE SPECIAL INSPECTOR SHALL SUBMIT A LETTER STATING COMPLIANCE WITH THE PROJECT REQUIREMENTS INCLUDING MEASURES TAKEN TO CORRECT PREVIOUSLY IDENTIFIED NON -COMPLYING ITEMS. ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE AWPA AMERICAN WOOD PROTECTION ASSOCIATION AF&P AMERICAN FOREST & PAPER ASSOCIATION AWS AMERICAN WELDING SOCIETY A AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION CRSI CONCRETE REINFORCING STEEL INSTITUTE AISI AMERICAN IRON AND STEEL INSTITUTE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION APA ENGINEERED WOOD ASSOCIATION TPI TRUSS PLATE INSTITUTE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS WTCA WOOD TRUSS COUNCIL OF AMERICA SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE Program Summary Schedule Project Name: ORONO GARAGES CONDOS Project Number: Project Location: 430 OLD CRYSTAL BAY RD Permit Number: ORONO. MN 55356 Project Section Description (3) Type of Inspector 4 Report Frequency 5 Assigned Firm (6) Section Article 1705.3 Table 1705.3, 1705.3.1 Concrete Reinforcement SI-S Weekly 1705.5 1705.10.1 Wood Construction SI-S Weekly 1705.6 Table 1705.6 Soils SI-S Weekly 1705.11 - Wind Resistance System Shear wall sheathing attachment SI-S Weekly Notes: This schedule shall be filled out and included in the Special Structural and Inspection Program. (1) Permit Number to be provided by the Building Official. (2) Referenced to the specific technical scope section in the program. (3) Us descriptions per IBC Chapter 17, as adopted by 777 Building Code. (4) Special Inspector - Technical, Special Inspector - Structural- (5) Weekly, monthly, per test/inspection, per floor, etc. (6) Firm contracted to perform services. ACKNOWLEDGEMENTS Each appropriate representative shall sign below: Owner: Firm: Date: Contractor: Firm: Date: Architect: Firm: Date: SER: Mark D. Mielke Firm: VAA, LLC Date: 02/28/2025 SI-S: Firm: Date: SI-T: Firm: Date: TA: Firm: Date: F: Firm: Date: If requested by engineer/architect of record or building official, the individual names of all prospective special inspectors and the work they intend to observe shall be identified. Legend: SER = Structural Engineer of Record SI-T = Special Inspector - Technical TA = Testing Agency SI-S = Special Inspector - Structural F = Fabricator Accepted for the Building Department by: Date: �,%J 1 *1 - A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION SJF ISSUED FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws c' Stcte of Minnesota. ignature MARK D. MIELKE, P.E. Printed name 03/03/2025 41957 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025- ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/2025 KAZ DESIGNED: CHECKED: APPROVED: JML SJF/AMR BMS DRAWING TITLE: BUILDING 1 STRUCTURAL NOTES PROJECT NO: DRAWING NO: 240776 SCALE: S 0 01 AS NOTED 148 0 0 PLAN NORTH (T) TFE 2x8 STUDS @ WHERE HEIGF EXCEEDS 18'-( (2) 2x8 @ 16" C CON STO 1.M 1.L 1 X 1.J 1.1 20'-0" 20'-0" 20'-0" 20'-0" 1 SWB S501 TFE= 95'-4" 2 20'-0" q 1.F 1.E 240'-0" 20'-0" 20'-0" 20'-0" 2x8 STUDS <2-\ TFE= 95'-4" 2 TFE= 96'-0" S501 @ 16" OC G 1.0 1.B 1.A 20'-0" 20'-0" 20'-0" � � I THICKENED SLAB 8'-0"x2'-0"x1'-0" W/ #4 (3) LONGITUDINAL BOT TYP 1 WHERE SHOWN ON DI ANIc r----------------------------------------- ---------1-------------------------` /�-------------------------------------------------------------------------\ --- N L -- ---------------- ------------------------------ -'-------------------------------------------------- ---h ----------------------------------------------- - - I - - - 4 I IIIIIIIII I------------------- IIIIIIIII ---- --------- -------------- -----------------------� r -1 r-- �----------------- --- ------------------------- -------------------------1 r------------------------ ----------------------- ' --------------------------- S50O1 00 = 95'-4" SS I 1 S S 1 S S-- qo IIIII IIII J TFE= 97'-4" IIII TFE= 1 1 1 IIII IIII w TFE= 98'-0" I I Lu I W -1 II III 1 1 TYP @ m_- W _j� Y TFE= 96-0" U= SLAB 7 UINTERIOR 1 I T/ SLAB T/ SLAB I WALLS 2x8I S501 =~ -2x8 STUDS 5 99-4" 100'-0 WOOD STUD @ 16" OC, TYP WHERE HEIGF S501 S501 UNIT 108 EXCEEDS 18'-1 (2) 2x8 @ 16" C UNIT 111 UNIT 110 UNIT 109 IN FLOOR HEATING SYSTEM UNIT 107 UNIT 106 UNIT 105 UNIT 104 UNIT 103 UNIT 102 UNIT 101 UNIT 100 16" OC I 1 1 1 BY OTHERS 1 1 I 1 T i I I TYP I S501 C i I 6 1 5 U N O 8 SWA SLAB ON GRADE � S501 � S501 1 1 1 S501 I SLAB JOINT SPACED SEE PLAN NOTE 3 1 1 I 1 SWB I EQUALLY, TYP I 1 I 1 1 SWA 1 1 1 SWA 1 SWB SEE 16/S501 I I I I I I 3 3 I 3 2 S1 I 1S 3 3 I 3 2 S1 I 1S 3 3 I I 3 2 S I I S- 3 3 I I 3 1 I I U 1 1 1 1 1 L----------------- -- - -- ------ -------- ------ -------------------- - ---------------------- --------------------- - ----------------- -----� �- ------------------ - ----------- ----------- --------------------- - L------------ -- -- ---------------------- - ---------------- ----- j (444Vy, r, I ---� -----------------------------------------------+-----------------------------------------------�--------------------------------------- ---- --�I - ---------7-1 --------------------------- --------�-------------------------------------- + -------� --------------------------------------- --- CRETE DPL 4„ TFE= 95'-4" TFE= 96'-0" TFE= 96-0" ' 2x8 WOOD STUDS @ 16" OC TYP 4,_1„ 4'_1„ 4„ 4" IL 8'-2" 4'-8 1/2" T/ STOOP T/ STOOP 2 3 8'-2" MAN DOOR CONCRETE 4'-8 1/2" AA'-4" 100,-0,, STOOP WHERE SHOWNIr FOUNDATION PLAN 1/8" = 1'-0" FOUNDATION PLAN NOTES: 1. FOR STRUCTURAL NOTES SEE S001. 2. TOP OF FOOTING ELEVATION (TFE) = 96-0" TYP AT EXTERIOR UNO. 3. PROVIDE 5" SLAB ON GRADE REINF W/ #4@16" EW TYP UNO. TOP OF SLAB ELEVATION (TSE) = 100'-0" UNO. SEE CIVIL FOR USGS DATUM ELEVATION. 4. FOR TYPICAL BAR BENDING IN REINFORCED CONCRETE SEE 9/S501 5. FOR TYPICAL WALL AND CORNER REINFORCING SEE 10/S501 6. S- -S DENOTES STEPPED FOOTING, SEE TYPICAL STEPPED FOOTING DETAIL SEE 11/S501 7. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SLAB SLOPES, DRAINS, CURBS, HOUSEKEEPING PADS, JUNCTION BOXES, CONDUIT AND ALL COORDINATING ITEMS TO BE PLACED IN CONCRETE. 8. FOR UTILITIES RUNNING PERPENDICULAR TO FOUNDATIONS SEE 12/S501 & 13/S501. 9. SHEAR WALLS INDICATED ON PLAN BY: i 10. AT TYPICAL FLOOR DRAIN SEE 13/S501 AND AT TYPICA TRENCH DRAIN SEE 15/S501. TYP @ N-00, TYP @ WALL OPENING SHEAR WALL SCHEDULE WALL PANEL FASTENING TOP AND SILL PLATE FASTENING - SEE NOTE 20 WALL TYPE WALL PANEL CONSTRUCTION INTERMEDIATE EDGE SUPPORT MINIMUM FASTENER SIZE SEE SIMPSON OR COMMON OR ANCHOR FASTENER SPACING SPACING NOTE USP CLIP ANGLE FRAMING NAILS TO FOUNDATION WALL SWA (1) LAYER 15/32" OSB OR PLYWOOD ONE SIDE OF WALL - BLOCKED 4" 12" 8d COMMON OR GALVANIZED BOX NAIL 16,18 LS90 OR MP9 @ 12" OC 16d @ 4" OR 3" x 0.131 DIAx3" @ 2" 5/8" DIA BOLTS @ 24" OC SWB (1) LAYER 15/32" OSB OR PLYWOOD ONE SIDE OF WALL - BLOCKED 6" 12" 8d COMMON OR GALVANIZED BOX NAIL 16,18 LS90 OR MP9 @ 16" OC 16d @ 3" OR 3" x 0.131 DIAx3" @ 2" 5/8" DIA BOLTS @ 32" OC SHEAR WALL NOTES: 1. PROVIDE (2) STUDS AT EACH END OF SHEAR WALL. END STUDS SHALL RECIEVE EDGE NAILING. 2. ALL BLOCKING IN WALLS SHALL MEET OR EXCEED STUD GRADE. 3. PANEL JOINTS SHALL OCCUR AT THE CENTERLINE OF STUDS AND BLOCKING. 4. VERIFY WITH ARCHITECT IF ADDITIONAL LAYERS OF GYP BOARD ARE REQUIRED FOR FINISHES. 5. CONTRACTOR'S OPTION - PROVIDE AT TOP AND SILL PLATE BY ALTERNATE MANUFACTURER THAT MEET OR EXCEED CAPACITY OF CLIPS INDICATED IN SCHEDULE. 6. SEE SHEAR WALL BASE CONNECTION SCHEDULE FOR ANCHORAGE TO SUPPORT MATERIAL. 7. SEE HOLDOWN SCHEDULE FOR HOLDOWN INFORMATION. 8. PROVIDE NAILING AT CLIP ANGLES PER MANUFACTURER'S RECOMMENDATIONS. 9. TOP AND SILL PLATE NAILING SHALL BE STAGGERED WHERE NAILS ARE SPACED AT 2" OC. 10. ALL FASTENERS IN CONTACT WITH TREATED WOODS SHALL BE GALVANIZED. 11. ALL WALLBOARD NAILS INDICATED IN SCHEDULE SHALL BE 0.120" DIA AND HAVE MINIMUM 3/8" HEAD. 12. STAPLES SHALL BE GALVANIZED, 7/16" MINIMUM CROWN WIDTH AND BE INSTALLED PARALLEL TO FRAMING MEMBERS. 13. 6d NAILS MAY BE SUBSTITUTED WITH NO. 6 1 7/8" TYPE S OR W DRYWALL SCREWS. 14. PROVIDE EXTERIOR GYP BOARD WHERE SHEAR WALL IS AN EXTERIOR WALL. 15. BLOCK ALL PANEL EDGES WITH WOOD BLOCKING TO MATCH THE WALL STUD SIZE. 16. BLOCK ALL PANEL EDGES WITH WOOD BLOCKING 2" NOMINAL OR WIDER. 17. BLOCK ALL PANEL EDGES WITH WOOD BLOCKING 3" NOMINAL OR WIDER. STAGGER NAILS. 18. PROVIDE 1 1/2" MINIMUM PENETRATION INTO STUD AT 10d NAIL AND 1 3/8" MINIMUM AT 8d NAIL. 19. STUDS AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL WIDTH OR GREATER. 20. USED EITHER SPECIFIED CLIP ANGLE OR NAILING AS SPECIFIED BY REFERRING DETAIL. 21. FOR CLIP ANGLE CONNECTION 4/S502. I Tr UINV TYP @ Y4447-)I, STOOPS 1V WIDTHS VARY - SEE PLAN CONCRETE APRON J TYP BETWEEN STOOPS FASTENING SCHEDULE CONNECTION FASTENING FLOOR OR ROOF TRUSSES / JOISTS TO (3) 8d COMMON WALL TOP PLATE OR GIRDER (TOENAIL) OR (3) 0.131"x3" NAILS RIM BOARD TO FLOOR OR ROOF TRUSSES / (3) 10d COMMON JOISTS (FACE NAIL) OR (4) 0.131"x3" NAILS RIM BOARD TO FLOOR OR ROOF TRUSSES / (6) 8d COMMON JOISTS (TOENAIL) OR (6) 0.131"x3" NAILS RIM BOARD TO TOP PLATE (TOENAIL) 8d COMMON @ 6" OC OR 0.131 "x3" NAILS @ 6" OC BLOCKING BETWEEN TRUSSES / JOISTS TO (3) 8d COMMON TOP PLATE (TOENAIL) OR (3) 0.131"x3" NAILS SILL BOTTOM PLATE TO RIM BOARD OR 16d COMMON @ 16" OC BLOCKING THROUGH SHEATHING (FACE NAIL) OR 0.131"x3" NAILS @ 8" OC TOP PLATE TO STUD (END NAIL) (2) 16d COMMON OR (3) 0.131"x3" NAILS STUD TO SILL / BOTTOM PLATE (END NAIL) (2) 16d COMMON OR (3) 0.131"0" NAILS STUD TO SILL / BOTTOM PLATE (TOENAIL) (4) 8d COMMON OR (4) 0.131"0" NAILS DOUBLE STUDS (FACE NAIL) 16d COMMON @ 24" OC OR 0.131 "x3" NAILS @ 8" OC DOUBLE TOP PLATES - TYPICAL (FACE NAIL) 16d COMMON @ 16" OC OR 0.131 "x3" NAILS @ 12" OC DOUBLE TOP PLATES - 48" LAP (FACE NAIL) (2) ROWS OF (8) 10d COMMON OR (2) ROWS OF (12) 0.131"0" NAILS BUILT-UP HEADER, TWO PLY (FACE NAIL) 10d COMMON OR 0.131"x3" NAILS @ 12" OC ALONG EACH EDGE HEADER TO TRIMMER STUDS (TOENAIL) (4) 8d COMMON OR (4) 0.131"x3" NAILS FULL HEIGHT STUDS TO HEADER (TOENAIL) (4) 8d COMMON OR (4) 0.131"x3" NAILS, EACH SIDE BUILT-UP GIRDER OR BEAM, MULTIPLE PLY 10d COMMON OR 0.131 "x3" NAILS @ 12" OC ALONG EACH (FACE NAIL) EDGE, EACH FACE, BETWEEN EACH PLY BUILT-UP STUD POSTS OR BUILT-UP 16d COMMON @ 24" OC OR 0.131"0" NAILS CORNER STUDS @ 16" OC BETWEEN EACH PLY FLOOR AND ROOF SHEATHING REFER TO GENERAL NOTES, PLANS & DETAILS WALL SHEATHING REFER TO GENERAL NOTES, PLANS & DETAILS NOTES: 1. PROVIDE THE NAILING NOTED IN THIS SCHEDULE UNLESS MORE STRINGENT NAILING IS NOTED ON THE PLANS OR DETAILS. 2. COMMON NAIL SIZES ARE AS FOLLOWS: - 8d = 0.131"ox2 1/2" - 10d = 0.148"00" - 16d = 0.162" 0x3 1/2" i 16" OC IT ),1 )C SHEAR WALL HOLDOWN SCHEDULE SIMPSON ANCHOR MIN ANCHOR BOLT POST MARK HOLDOWN BOLT EMBED TO CONC WIDTH SIMPSON OPTION OHDU2-SDS2.5 5/8" DIA ROD 8" 3 1/2" SSTB16 2O HDU4-SDS2.5 5/8" DIA ROD 12" 3 1/2" SSTB16 ODTT2Z -- -- -- 1/2" DIAx5" TITEN HD 1. INSTALL HOLDOWN PER MANUFACTURER SPECIFICATIONS. 2. ALL ANCHOR BOLTS TO BE ASTM F1554 GR. 36 (IF MIN. EMBED LISTED IS "-" USE SIMPSON OPTION) 3. WHEN ANCHORING TO CONCRETE, PROVIDE (2) NUTS & (2) WASHERS REF 18/S501 4. PROVIDE OVERSIZED WASHERS AS REQUIRED 5. CENTER ALL HOLDOWNS & ANCHOR IN STEM WALLS A kkl MME AIA,A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION SJF ISSUED FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ignature MARK D. MIELKE, P.E. Printed name 03/03/2025 41957 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025- ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/2025 KAZ DESIGNED: CHECKED: APPROVED: JML SJF/AMR BMS DRAWING TITLE: BUILDING 1 FOUNDATION PLAN PROJECT NO: DRAWING NO: 240776 SCALE: S 101 AS NOTED 149 1.2 1.M 11 1.K 1.J 1.1 1.H P 11 1.E 1.D 1.0 1.B 1.A 240'-0" 2'-0" 2,-0„ OVERHANG --., 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" /-'OVERHANG 3/4" TO FIRST 3/4" TO FIRST O o Tz Lu TRUSS CL TYP AT WALL 2 7/8" S502 TO TRUSS CL 2 7/8" TO TRUSS CL 2 7/8" TO TRUSS CL TYP AT TRUSS CL HEADER 1 S502 O FH2 H2T 7 T T TH2-IF T7 H2 H2 H2 F7 7 H2 __7T 7 H2T 7 F T 7 H27 T T H2 _�T77_ H2 71 H2 p I 7 J I V N 2 2x ENGINEERED TRUSSES @ 24" OC, TYP 2x ENGINEERED TRUSSES @ 24" OC, TYP 2x ENGINEERED TRUSSES @ 24" OC, TYP 2x ENGINEERED TRUSSES @ 24" OC, TYP a I I o U O N Uo w ? o N �� TYP - - - - - - - o N - - - - - - - RIDGE— - w O N '4 0- ; � U w 65 o N ROOF SHEATHING - - - - - - o o - TYP DEMISING WALL INTERIOR UNO 7 - - - - - I I Yo - SEE NOTE - 9.2.3 SHEATHING ON' SHEET Ilk SO 1 S502 5 0 Q Lu W ROOF SEE NOTE 9.2.3 ON SHEET SO 1 S502 3 I I S502 5 5 TYP S502 S502 I 3 I I \fl I I I I I I I I I S502 I I H2 LOW H1 z � IIIS502 H1 H2 1 TYP LOW @. , H2 LOW H1 �L - -- H1 H2 LOW H2 LOW H1 H1 H2 LOW H2 LOW H1 H1 H2 LOW -- -- J- 1-1 ---�--�� - - --�- 2 TYP @ WALL H2 LOW H1 H1 H2 LOW -�- -- - 1�1-L�- H2 LOW H1 -- -I- H1 H2 LOW - - - n PLAN NORTH 0 0 PLAN NORTH ROOF FRAMING PLAN 1/8" = 1'-0" ROOF FRAMING PLAN NOTES: 1. FOR STRUCTURAL NOTES SEE S001. 2. TRUSS BEARING EL/ TOP OF WALL EL=116'-0" 3. FOR TRUSS PROFILES SEE ARCHITECTURAL DRAWINGS. 4. AXIAL LOADS FOR ENGINEERED TRUSS DESIGN ON PLAN (X.X K) ARE ULTIMATE BASED ON 2018 IBC/ASCE 7-16. 5. I SHADED REGION INDICATES HAND/OVER FRAMED DORMER ABOVE TYPICAL ROOF TRUSSES & SHEATHING TO PRODUCE DESIRED ROOF PROFILE. RIDGE 0 COMM HEADER SCHEDULE MARK HEADER KING JACK COMMENTS STUDS STUDS H1 (3) 1 3/4x18 LVL (3) 1 3/4x7 1/4 LVL (2) 1 3/4x7 1/4 LVL AT TRIMMER PROVIDE CS20 PER MANUFACTURER SPEC CENTERED BETWEEN HEADER AND TRIMMER STUD H2 (3) 2x8 (2) 2x8 (1) 2x8 G 1.L G 0 1.1 3 P 1.F 1.E G 1.0 G G L I 1 1 240'-0" L 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" SNOW LOAD DIAGRAM 1/8" = 1'-0" NOTE: 1. BALANCED SNOW LOAD IS 30PSF 2. UNBALANCED TO BE DESIGNED FOR EACH SIDE OF RIDGE. ONE SIDED CONDITION SHOWN FOR CLARITY. VAA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION SJF ISSUED FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ignature MARK D. MIELKE, P.E. Printed name 03/03/2025 41957 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC2025-ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/2024 KAZ DESIGNED: CHECKED: APPROVED: JML SJF/AMR BMS DRAWING TITLE: BUILDING 1 ROOF FRAMING PLAN PROJECT NO: DRAWING NO: 240776 SCALE: S 121 AS NOTED PLYWOOD SHEATHING VENEER SEE ARCH AT TOP OF WALL PROVIDE (2) #4 CONT HORIZ T/ CURB -OLT/ SLAB 00 100'-0" 8" CONCRETE FOUNDATION WALL W/ #4 @ 32" OC VERT W/ STD HOOK INTO FTG PROVIDE #4 @ 12" OC HORIZ T/ FOOTING SEE PLAN _ o ih U 3" CLR TYP 8" 8" 8" 2'-0" rj ,IIFOUNDATION DETAIL S501 1/2° = 1'-01, AT TOP OF WALL PROVIDE (2) #4 CONT HORIZ FIBER EXPANSION JOINT EACH SIDE T/ SLAB SEE PLAN lf7 T/ FOOTING IV SEE PLAN _ 0 3" M U CLR TYP 8" 8" 8" 2'-0" WALL SHEATHING SEE ARCH STUD WALL SEE PLAN FOR SIZE & SPACING TREATED 2x SILL PLATE W/ 1/2" DIA ANCHOR BOLTS & WASHER (8" EMBED) @ 32" OC TYP LINO AT SHEAR WALLS SEE SHEAR WALL SCHEDULE FIBER EXPANSION JOINT z I J � Uw U) (3) #4 CONT WALL SHEATHING SEE ARCH & SHEAR WALL SCHEDULE STUD WALL SEE PLAN FOR SIZE & SPACING CONT SILL PLATE W/ 1/2" DIA ANCHOR BOLTS & WASHER (8" EMBED) @ 32" OC TYP UNO AT SHEAR WALLS SEE SHEAR WALL SCHEDULE T/ SLAB SEE PLAN 8" CONCRETE FDN WALL W/ #4 @ 32"OC VERT W/ STD HOOK INTO FOOTING PROVIDE #4 @ 12" OC HORIZ (3) #4 CONT r6- FOUNDATION DETAIL S501 1/2° = 1'-01, 2S TFE SEE PLAN ❑ REINF TO LAP & MATCH FOOTINC REINF SEE PLAN FOR F LAH i YH T TFE SEE PLAN ❑ TYP STEPPED FOOTING DETAIL 1/2" = V-0" FUTURE SLAB ON GRADE BY TENANT SHOWN DASHED MIN T/OSLAB LT � 16 TYP SLAB INFILL DETAIL k S501 l 3/4" = V-0" EXTEND BARS V-0" INTO FUTURE SLAB SLAB ON GRADE PLYWOOD SHEATHING AT TOP OF WALL PROVIDE (2) #4 CONT HORIZ PAVEMENT BY OTHERS JET/ CURB T/ SLAB 100'-0" (2) #4xCONT N CO 5" CONC APRON SLAB 7777 -j� W/ #4 @ 16" OC EA WAY #4x2'-6" @ 32" OC DRILLED & EPDXY INTO CONC WALL W/ 4" EMBED i-,T/ FOOTING SEE PLAN X-0" I I I SLOB _ tY o ih U 3" CLR TYP 8" 8" 8" 2'-0" 00-I FOUNDATION DETAIL S501 1/2" = V-0" T/ SLAB SEE PLAN (7-1 FOUNDATION DETAIL �01 1/2° = 1'-01, WALL SHEATHING SEE ARCH STUD WALL SEE PLAN FOR SIZE & SPACING 717 3'-0" TREATED 2x SILL PLATE W/ 1/2" DIA ANCHOR BOLTS & I� WASHER (8" EMBED) @ 32" OC TYP UNO AT SHEAR WALLS SEE SHEAR WALL SCHEDULE PAVEMENT BY I I FIBER EXPANSION OTHERS JOINT SLOPED T/ SLAB z 4 (2) #4xCONT U) w (0 8„ cn 5" CONC APRON SLAB W/ #4 @ 16" OC EA WAY 8" CONCRETE FOUNDATION WALL W/ #4 @ 16" OC VERT #4x2'-6" @ 32" OC W/ STD HOOK INTO FTG PROVIDE #4 @ 12" OC HORIZ (2) #4xCONT T/ FOOTING SEE PLAN 0 (3) #4 CONT L SHEATHING ARCH WALL PLAN FOR SIZE & SPACING %TED 2x SILL PLATE W/ )IA SCREW BOLTS & HER (3" EMBED) @ 32" OC z J 0- w w U) GRADE OR SLAB BACKFILL II III _ III PIPE TRENCH BOTTOM OF FOOTING SHALL NOT BE HIGHER THAN THIS LINE. LOCATE PIPE FARTHER FROM WALL FOOTING 2 OR STEP FOOTINGS AS BENCH REQUIRED 2'-0" M I N 711 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, SHEATHING OR OTHERWISE MAINTAINING THE SIDES OF THE EXCAVATION FROM CAVE-IN UNTIL ALL BACKFILL IS COMPLETED 12 TYP FTG PARALLEL TO PIPE S501 I 1/2" = V-0" z SLAB ON GRADE 10 MIL VAPOR o 0 0 0 0 0 0 0 0 0 0 0 00L BARRIER COMPACTED CONTROL JOINT GRANULAR FILL SLAB ON GRACE SAW CUT JOINT 1/8"x1/4 DEPTH OF SLAB, MAXIMUM 14'-0" OC EACH WAY NOTE: 1. FOR UNDER SLAB PREP SEE GEOTECHNICAL EVALUATION REPORT 2. CONTRACTOR TO COORDINATE PLACEMENT OF CONSTRUCTION JOINTS AS REQ'D 3. CONTRACTOR TO COORDINATE LOCATION OF VAPOR BARRIER. 4. PROVIDE 6" MIN VAPOR BARRIER LAP PER MANUFACTURER'S DIRECTION 1/2" DIAx2'-0" SMOOTH DOWELS @ 16" OC (GREASE ONE END) CENTERED ON JOINT, FEILD VERIFY 10 MIL VAPOR UoUo UUUUUUUUUUUUUUUUUU BARRIER COMPACTED CONSTRUCTION JOINT GRANULAR FILL 717 TYP INTERIOR SLAB JOINTS CY) J 3" U CLR 8.. TYP 2'-0„ 3 FOUNDATION DETAIL S501 1/2° = 1'-0° T/ SLAB SEE PLAN K8 FOUNDATION DETAIL �01 1/2° = 1'-0° FOUNDATION W"' ' WALL FOOTING WALL BEYOND @ EXTERIOR DOORS, TYP 1/2" DIAx2'-0" SMOOTH DOWELS @ 16" OC CENTERED ON JOINT Q� J U)w U) #4 BENT DOWEL @ 12" OC 8" CONCRETE FOUNDATION WALL W/ #4 @ 16" OC VERT W/ STD HOOK INTO FTG PROVIDE #4 @ 12" OC HORIZ (3) #4 CONT SHEATHING 4RCH WALL SEE PLAN SIZE & SPACING T SILL PLATE W/ )IA SCREW BOLT OBED) @ 32" OC z CIO J Q� J w w U) CONTINUE FOOTINGS - iZ REINF ABOVE OPNG N 2" MIN COMPRESSIBLE MATERIAL PIPE NOTES: 1. DETAIL APPLIES TO PIPES LESS THAN 3'-0" BELOW FOOTING. FOR PIPES MORE THAN 3'-0" BELOW FOOTING BUT LESS THAN 8'-0" PROVIDE LEAN CONCRETE FILL BELOW FOOTING DOWN TO PIPE INVERT ELEVATION. 2. PIPES DEEPER THAN 8'-0" BELOW FOOTING DO NOT REQUIRE LEAN CONCRETE FILL, PROVIDE TRENCH COMPACTED PER SPEC REQUIREMENTS. 13 TYP FTG PERPENDICULAR TO PIPE WALL SHEATHING SEE ARCH & SHEAR WALL SCHEDULE WALL BEYOND @ EXTERIOR DOORS STUD WALL TYP SEE PLAN FOR SIZE & SPACING 5" CONC SLAB W/ I #4 @ 16" OC EA WAY TREATED 2x SILL PLATE W/ 1/2" DIAx2'-0" SMOOTH 1 /2" DIA ANCHOR BOLTS 4'-0" 4" DOWELS @ 16" OC & WASHER (8" EMBED) @ 32" OC TYP UNO o CENTERED ON JOINT FIBER EXPANSION AT SHEAR WALLS PAVEMENT JOINT EACH SIDE SEE SHEAR WALL SCHEDULE BY OTHERS SLOPED T/ SLAB T/SLAB _ lj 100'-0" SEE PLAN 000� z 2 #4xCONT () 8" UU U) T/ FOOTING cwn #4 BENT DOWEL @ 12" OC SEE PLAN o AT TOP OF WALL PROVIDE NON -FROST SUSCEPTIBLE 8" CONCRETE FOUNDATION (2) #4 CONT HORIZ FILL DOWN TO FROST WALL W/ #4 32" OC VERT 8" CONCRETE FOUNDATION @ W/ STD HOOK INTO FTG - 3 WALL W/ #4 @ 32" OC VERT PROVIDE #4 @ 12" OC HORIZ U CLR T/ FOOTING W/ STD HOOK INTO FTG TYP SEE PLAN _ PROVIDE #4 @ 12 OC HORIZ 8" 8" 8" (3) #4 CONT 2'-0" cn U CLR 8" 8" Ir 8" (3) #4 CONT TYP 2'-0„ FOUNDATION AT CONCRETE STOOP DETAIL K5 FOUNDATION DETAIL 4 1/2° = 1'-01, �01 S501 1/2" = 1'-0" 90 DIA 45 1 -, D D N STANDARD HOOKS AND BENDS 90 DIA �� 135 DIA 4d 2 1/2" MIN nM 180 DIA u a D= 4 d FOR #3 THR 6d#3THRU#5 `5 12 d #6 THRU #8 TIES AND STIRRUPS CLASS "B" LAP X. 6 1 OFFSET SPLICE LAP SPLICE WIRWIRE TIES (-9-I`YP BAR BENDING DETAIL �01 1/2° = 1'-0° Ci nPF XA/HFRF nrr,.i iRS TYP FLOOR DRAIN DETAIL S501 3/4" = 1'-0" S501 1/2" = 1'-0" HOLDOWN SEE SCHEDULE & PLAN POST SEE SCHEDULE 4 1/2" TREATED BOT PL MIN OILT/O FDN WALL N � � J �U 2" CLR HOLDOWN ANCHOR SEE SCHEDULE TYP WALL REINFORCEMENT CONC FDN WALL SEE PLAN & ------- SECTIONS WALL REINF 18 HOLDOWN L S501 l 3/4" = V-0" w J ❑ w U w w U) w m 2 w ORCI NG AT OCATION DETAIL CLASS "B" LAP BAR SIZE x #3 22" #4 30" #5 36" #6 44" #7 66" #8 74" #9 84" i Lvvi� L.,RAIN I A19 OCC L L c c CONCRETE FDN WALL AND/OR FOOTINGS CORNER BARS TO MATCH 31ZE & QUANTITY OF TYP =TG REINF (-jo-I`YP CORNER REINF DETAIL SLOPE SEE MECH T/ ?? ??? LO 7" VERIFY 7" W/ MNFR TRENCH DRAIN BY MANUFACTURER SLOPE SLAB SEE MECH (3) #3 CONT #3 BENT BARS @ 12" OC 15 TYP TRENCH DRAIN DETAIL S501 I 3/4" = V-0" VAA, LLC 763.559.9100 Atk\/AA 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION SJF ISSUED FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Ignature MARK D. MIELKE, P.E. Printed name 03/03/2025 41957 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025- ALL RIGHTS RESERVED. DATE: DRAWN: 03/01 /2025 KAZ DESIGNED: CHECKED: APPROVED: JML SJF/AMR BMS DRAWING TITLE: BUILDING 1 FOUNDATION DETAILS PROJECT NO: DRAWING NO: 240776 SCALE: S501 AS NOTED 151 SEE SEE SEE ROOF SHEATHING SEE PLAN PROVIDE BLOCKING FOR SHEATHING ATTACHMENT PER 6/ & 7/S502 TRUSS BEARING SEE PLAN PLYWOOD SHEATHING OILT/O OPENING SEE ARCH VENEER SEE ARCH ROOF FRAMING DETAIL 1/2" = 1'-0" SEE NAILING TY SEE FASTE TABLE ATTACH BL TRUSS TOF SEE FASTE TRUSS B SEE PLAI PLYWOOD SHEATHINC 6 ROOF FRAMING DETAIL SIMPSON SDWC15600 @ 18" OC PREENGINEERED ROOF TRUSS BY OTHERS SIMPSON 1-12A HURRICANE TIE BOTH ENDS EACH TRUSS DOUBLE TOP PL STUD WALL SEE PLAN FOR SIZE & SPACING BLOCK REMAINING HEADER CAVITY IN ORDER TO INSTALL STRAP PER HEADER SCHEDULE WALL SHEATHING SEE ARCH HEADER SEE PLAN 2x BLOCKING (4) SIDES & WEB FILLER ATTACH PER FASTENING TABLE ROOF TRUSSES SEE PLAN NAILING SEE FASTENING TABLE ROOF SHEATHING SEE PLAN PROVIDE BLOCKIN( SHEATHING ATTAC PER 6/S502 & 7/S50 TRUSS BEARING SEE PLAN PLYWOOD SHEATHING VENEER SEE ARCH 2 ROO S502 1 1/2" = V-0" ROOF SHEATHING 2x FLAT BLOCKING OgLTRUSS BEARING SEE PLAN r--�ROO S502 1/2° = 1'-01. SEE F FRAMING DETAIL NAILING TYP SEE FASTENING TABLE 2x BLOCKING BETWEEN TRUSS WEBS v F FRAMING DETAIL SIMPSON SDWC15600 @ 32" OC PREENGINEERED ROOF TRUSS BY OTHERS SIMPSON 1-12A HURRICANE TIE BOTH ENDS EACH TRUSS DOUBLE TOP PL STUD WALL SEE PLAN FOR SIZE & SPACING WALL SHEATHING SEE ARCH ROOF SF SEE PLAI 2x4 OUTF @ 24" OC SISTER 2 GABLE V 48" OC M W/ 8d NA GABLE S TRUSS OjLTRUSS SEE PL DOUBLE VENEER SEE ARC 3 ROO S502 1/2" = V-0" ROOF SHEAT"' SEE PLAN SIMPSON A3 TRUSS BE SEE PLAN WALL SHEAT SEE ARCH STUD WALL SEE PLAN FC SIZE & SPAC F FRAMING DETAIL ROOFTRUSS 2x BLOCKING @ 2'-0" OC CONTINUE MIN (1) TRUSS SPACE EA SIDE OF WALL DOUBLE TOP PL $ ROOF FRAMING DETAIL I\L50�2 1/2" 1 1-0.1 IPSON H2A HURRICANE ROOF SF TYP SEE PLAI IPSON A34 TYP 2x4 OUTF @ 24" OC 3TEN BLOCKING TO ATHING @ 3" OC 1/4"x3 1/8" GRK RSS BLOCKING BRACELOCS BRACE @ 4'-0" OC OF TRUSS PLAN 3LOCKING TRUSS SUPPLIER EA SIDE OF BRACE LL SHEATHING ARCH SISTER 2 GABLE V 48" OC M W/ 8d NA GABLE S TRUSS TRUSS SEE PL 1Ii1D1:340 VENEER SEE ARC ROOF FRAMING DETAIL 1/2" = 1'-0" IPSON 1-12A HURRICANE TYP OF TRUSS PLAN 3LOCKING TRUSS SUPPLIER 3LE CONNECTOR SHEAR WALL IEDULE FOR SPACING LL SHEATHING ARCH NOTE: SHEATHING MUST CONTINUE TO ROOF SHEATHING FOR SHEAR WALL. ROOF FRAMING DETAIL 1/2" = V-0" FOR BRACE BLOCKING AND FASTENING SEE 3/S502 2x6 BRACE @ 8'-0" OC ANGLE CONNECTOR SEE SHEAR WALL SCHEDULE FOR SPACING WALL SHEATHING SEE ARCH STUD WALL I SEE PLAN FOR SIZE & SPACING MME AIA,A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION SJF ISSUED FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ignature MARK D. MIELKE, P.E. Printed name 03/03/2025 41957 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025- ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/2025 KAZ DESIGNED: CHECKED: APPROVED: JML SJF/AMR BMS DRAWING TITLE: FRAMING DETAILS PROJECT NO: DRAWING NO: 240776 SCALE: S502 AS NOTED 152 Akkl IIA,A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 SHEETINDEX PROJECT TEAM ORONO GARAGE CONDOS -BUILDING 2 ROBERT L. PAGE GENERAL NOTES ORONO, MN ABBREVIATIONS SHEET # SHEET DESCRIPTION OWNER ROBERT L. PAGE 1. DRAWINGS SHALL COVER THE FULL EXTENT OF THE PROJECT. AB ANCHOR BOLT L ANGLE AC AIR CONDITIONING LB POUND PHONE: 952-200-6384 ACT ACOUSTICAL TILE LAV LAVATORY CONTACT: ROBERT PAGE 2. CONTRACTOR TO COORDINATE ALL WORK WITH ARCHITECTURAL, ADDL ADDITIONAL LOC(S) LOCATION(s) G001 COVER SHEET EMAIL: robertlouis.page@gmail.com STRUCTURAL, MECHANICAL, ELECTRICAL, SPECIFICATIONS, DRAWINGS AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION MATL MATERIAL AND SUB -CONTRACTORS. AHU AIR HANDLING UNIT MAX MAXIMUM CIVIL - HAGSTROM ENGINEERING 3. CONTRACTOR SHALL VISIT THE SITE, COMPARE DRAWINGS AND AL ALUMINUM MECH MECHANICAL ALT ALTERNATE MEMB MEMBRANE C1.0 COVER SHEET SPECIFICATIONS, AND BE KNOWLEDGEABLE OF OTHER WORK BEING PERFORMED. FAILURE OF CONTRACTOR TO VISIT THE SITE SHALL NOT ANCH ANCHOR MET/MTL METAL ARCH ARCHITECTURAL MFR MANUFACTURER MH MANHOLE C2.0 EXISTING SITE & DEMO C3.0 PROPOSED SITE PLAN RELIEVE CONTRACTOR OF RESPONSIBILITY TO COMPLETE THE CONTRACT B/ BOTTOM OF MIN MINIMUM, MINUTE C3.1 PROPOSED UTILITY PLAN CIVIL: HAGSTROM ENGINEERING 219 6TH AVE E ALEXANDRIA, MN 56308 WORK IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS WITHOUT ADDITIONAL COST TO OWNER. BD BOARD MISC MISCELLANEOUS BTWN BETWEEN MO MASONRY OPENING BLDG BUILDING MR MOISTURE RESISTIVE C4.0 PRELIMINARY GRADING & EROSION CONTROL PLAN C5.0 CONSTRUCTION DETAILS WORK:320-759-0764 CELL: 720-560-4942 4. ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS LOCATING STRUCTURAL ELEMENTS ARE TO CENTERLINE OF STEEL COLUMNS AND STEEL BEAMS, BM BEAM BRG BEARING N/A NOT APPLICABLE BSMT BASEMENT NIC NOT IN CONTRACT C5.1 CONSTRUCTION DETAILS C5.2 CONSTRUCTION DETAILS CONTACT: MATTHEW HAGSTROM EMAIL: mhagstrom@hagstromeng.com UNLESS NOTED OTHERWISE. BOT BOTTOM NITS NOT TO SCALE BTU BRITISH THERMAL UNIT CODE LIFE SAFETY OC ON CENTER 5. ALL DIMENSIONS LOCATING EXTERIOR WALL SYSTEMS ARE TO EXTERIOR FINISH FACE OR TO INTERIOR FINISH FACE, UNLESS NOTED OTHERWISE. C/O CLOSED OPENING OF OUTSIDE FACE CCTV CLOSED CIRCUIT TV OH OVERHEAD CFM CUBIC FEET/MINUTE OPNG OPENING CJ CONTROL JOINT OPP OPPOSITE CL100 CODE DIAGRAM SITE PLAN AND CODE SUMMARY CL101 FOUNDATION PLAN ARCHITECT: VAALLC 6. ALL PLAN DIMENSIONS ARE TO FACE OF CONCRETE BLOCK OR GYPSUM BOARD CLG CEILING ORD OVERFLOW ROOF DRAIN ARCHITECTURAL , 2300 BERKSHIRE LANE N, SUITE 200 PLYMOUTH, MN 55441 DIRECT: 763-577-9198 FAX: 763-559-0378 OR TOTAL WALL THICKNESS. SEE FINISH PLAN AND/ OR DETAILS FOR FINISH MATERIALS. APPLIED MATERIALS SUCH AS CERAMIC TILE ARE NOT INCLUDED IN TOTAL PARTITION THICKNESS. CMU CONCRETE MASONRY UNIT CO CLEAN OUT PART PARTITION COL COLUMN PART BD PARTICAL BOARD CONC CONCRETE PBLG PLUMBING CONN CONNECTION PLF LBS PER LINEAR FOOT A101 FLOOR AND ROOF PLANS A110 REFLECTED CEILING PLAN A201 EXTERIOR ELEVATIONS CONTACT: TRAVIS R. BECK, AIA, NCARB EMAIL: tbeck@vaaeng.com 7. ALL CHANGES IN FLOOR FINISHES SHALL OCCUR BENEATH DOORS UNLESS NOTED OTHERWISE OR DETAILED OTHERWISE. CONTT CONSTRUCTION PLAM PLASTIC LAMINATE CONT CONTINUOUS R PROPERTY LINE or PLATE CONTR CONTRACTOR PLYWD PLYWOOD A220 BUILDING SECTIONS A301 WALL SECTIONS 8. PROVIDE FIRE -TREATED WOOD BLOCKING AT ALL WALL HUNG ITEMS ON CPT CARPET PP POWER POLE CT CERAMIC TILE PR PAIR CTR CENTER(ed) PRV POWER ROOF VENT A601 WALL PARTITION TYPES, DOOR & FRAME ELEVATIONS, and SCHEDULES GYPSUM BOARD PARTITIONS, INCLUDING ALL WALL MOUNTED DOOR STOPS. CW COLD WATER PSF LBS PER SQUARE FOOT STRUCTURAL 9. VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH WORK. NOTIFY PSI LBS PER SQUARE INCH DBL DOUBLE PT POINT DEMO DEMOLISH PTS PLYWOOD THIS SIDE S001 STRUCTURAL NOTES S101 FOUNDATION PLAN STRUCTURAL: VAA, LLC 2300 BERKSHIRE LANE N, SUITE 200 PLYMOUTH, MN 55441 DIRECT: 763-577-9120 FAX: 763-559-0378 CONTACT: MARK MIELKE ARCHITECT OF ANY ERRORS AND/ OR DISCREPANCY PRIOR TO PROCEEDING WITH WORK. 10. DO NOT SCALE THE DRAWINGS FOR BUILDING PURPOSES. USE PLAN INFORMATION, DIMENSIONS, SHOP DRAWINGS AND FIELD VERIFICATION FOR ANY CONSTRUCTION. DEPT DEPARTMENT PVC POLYVINYL CHOLORIDE DIA DIAMETER DIM DIMENSION QR QUARRY TILE DISP DISPENSER QTY QUANTITY DIV DIVISION DN DOWN R RADIUS, RISER DO DITTO RA RETURN AIR S121 ROOF FRAMING PLAN S122 ROOF SNOW LOAD PLAN S501 FOUNDATION DETAILS S502 FRAMING DETAILS EMAIL: mmielke@vaaeng.com DR DOOR RD ROOF DRAIN REF REFERENCE EA EACH REFG REFRIGERATOR EF EACH FACE REG REGISTER EL ELEVATION REINF REINFORCE (ing)(ed) ELEC ELECTRIC(al) REQD REQUIRED EIFS EXT INSUL & FIN SYSTEM RET RETURN EQ EQUAL REV REVERSED EQUIP EQUIPMENT RM ROOM EW EACH WAY RO ROUGH OPENING EWC ELECTRIC WATER COOLER ROW RIGHT-OF-WAY EX EXPOSED RTU ROOF TOP UNIT EXIST EXISTING RV ROOF VENT EXP EXPANSION RWL RAIN WATER LEADER EXT EXTERIOR SCHED SCHEDULE FH FULL HEIGHT SD SOAP DISPENSER FAB FABRICATE(ion)(or) SECT SECTION FD FLOOR DRAIN SF SQUARE FOOTAGE FDC FIRE DEPARTMENT CONNECTION SIM SIMILAR FDN FOUNDATION SLNT SEALANT FIE FIRE EXTINGUISHER SND SANITARY NAPKIN DISP FIFE FINISH FLOOR ELEVATION SNR SANITARY NAPKIN RECPT FIN FINISH (ed) SPEC SPECIFICATION(s) FIX FIXTURE SQ SQUARE FLR FLOOR SS SERVICE SINK FT FOOT STL STEEL FTG FOOTING STRUCT STRUCTURE(al) FUT FUTURE SYST SYSTEM GA GAUGE, GAGE T/ TOP OF GALV GALVANIZED TB TOWEL BAR GB GRAB BAR TD TOWEL DISPENSER GFI GROUND FAULT INTERRUPT TELE TELEPHONE GL GLOSS, GLAZING TEMP TEMPERATURE GPM GALLONS PER MINUTE TFE TOP OF FTG ELEV GYP BD GYPSUM BOARD THRES THRESHOLD TPD TOILET PAPER DISPENSER HB HOSE BIB TRANSF TRANSFER HC HOLLOW CORE TV TELEVISION HDBD HEADBOARD TYP TYPICAL HDCP HANDICAPPED HDWD HARDWOOD UNO UNLESS NOTED OTHERWISE HDWR HARDWARE UNOCC UNOCCUPIED HM HOLLOW METAL UTL UTILITY HORIZ HORIZONTAL (REBAR) HR HOUR VCT VINYL COMPOSITION TILE HT HEIGHT VAV VARIABLE AIR VOLUME HVAC HEAT/VENT & AIR COND VERT(S) VERTICAL (REBAR) HW HOT WATER VWC VINYL WALL COVERING HYD HYDRANT VRFY VERIFY ID INSIDE DIAMETER W/ WITH IF INSIDE FACE W/O WITHOUT IN INCH WC WATER CLOSET INSUL INSULATION WD WOOD INT INTERIOR WDW WINDOW INV INVERT WP WATERPROOF(ing) ISOL ISOLATION JOINT WR WATER RESISTIVE WSCT WAINSCOT JAN JANITOR WT WEIGHT JST JOIST WWF WELDED WIRE FABRIC JT JOINT YD YARD AREA LOCATION ,45.SC�r°{ttf�C arra Natural Area _fith Ave N 6th Ave h1 ''• Orono Ice Arena 1 - , 4 !+ <077 slh Ave N Gth AV04 Orono High School12 Spring Hill Gol- A Ir I Susan E. Lurton Park Orono Public Schools .• ��� Wayzata Blvd 4Yayr8 a Blvd 12 WayZ81a Bl�y Los~9 eke ORONO MINNESOTA Ling Lake 12 12 12 Brewhouse & upperclub Wa7zw8 6fv(r INoodL sclient. and Nal 12 Area (S m m m Wood hill Country Club Orono Orchards Golf Course SITE LOCATION Ito MATERIALS EARTH PARTICAL BOARD GRANULAR FILL I GYPSUM BOARD CONCRETE PLASTER/GROUT CMU (CONCRETE MASONRY UNIT) BATT/BLANKET INSUL BRICK BOARD INSUL STONE METAL WOOD FINISH WOOD BLOCKING PLYWOOD SHIM DRAFTING SYMBOLS A200 — SHEET NUMBER DISCIPLINE GR COLUMN GRID 1 — SECTION NUMBER A500 SHEET NUMBER 1 DETAIL NUMBER A400 SHEET NUMBER r---I L_J (>— ELEVATION NUMBER 201— SHEET NUMBER 2— INTERIOR ELEVATION NUMBER 1 A210 SHEET NUMBER FIN FLR ELEVATIONS EL = 100'-0" QREVISION NUMBER OKEYNOTE 98'-101/2" EXISTING SPOT ELEVATION 100'-0° SPOT ELEVATION Q r, WALL OR SURFACE MOUNTED FIRE EXTINGUISHER WALL MOUNTED FIRE EXTINGUISHER CABINET RECESSED FIRE EXTINGUISHER AND CABINET ROOM— ROOM NAME 110101 — ROOM NUMBER Q DOOR NUMBER _a/ EXISTING WALL, DOOR, FIXTURE, ETC. TO BE REMOVED M4= EXISTING WALL, DOOR, FIXTURE, ETC. TO REMAIN NEW PARTITION T T X — PARTITION OR WALL TYPE C7 T CONTROL JOINT CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 2 I1�w J111111111mik COVER SHEET PROJECT NO: DRAWING NO: 240776 SCALE: GOO 1 AS NOTED 153 y I I-----------------------------------------------------------------------------—-----------------------+--------------------- 1-------------------------------------------------------------_—= I I I I � I I I I � I I IIIII I r-------------------------- -- ---- -- ------ IIII I 1 '— 1--- � -- 1 �� I I I � I II I I --------------------------------------- L--4---I1 �1 ��-----1---------------------------------'� i I IIIII �I------------------------tom nJ t------ �I. 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BUILDING 2 i I II I III F414�------I---1°-F----1 S-1 I IJ I I� I II I Ih I Id1 I---� I I- I II I III-- rfilfi I II I I 111 I I II I III I °I°I I II I I I I I I II I IIL I III--� I I Ill --- I I I II r\ 1 /� II I III I II I I 1°11 I -4---�I --� 11L--� -- I / 1 IdI°I I I IF i I — I I I III I II I ICI I I II ----- — — — — — — II T_ 41 I II I I 111 --- I 1.-411 —1 11L--I --- II i I \ 1l I III I II I 17--T� I I L1 I I I II I Ili I I I I---� I 111 �--- I I II I I III I II I-- 1 1a1 J I I II I III 1 1 1°I I 11 � 1 1 L I II I I I I J--� I r--T1--- d 1 \\\ II I u 1j \ n \\ I I Idl---�---I---1�1--� \ I III I b I I 111 III \\\ I I°�L-- II -- rLL--� --- I \ \\ \\ I I III � II I FT11 111 I ------------------------ 111 I NORTH rj CODE SITE PLAN CL100 1/16" = V-0" I \ I I I II IIII d I II IIII IA1 I II III I �--I--�F I Id1 I I � I I I +�, I II IIII III I I III ° I II IIII I II°1 I I ill � I II IIII I III I I II I I II IIII IPI � I iII I I II IIII C' 1 d l I III I I II IIII ---� 1°11 I III I II Iill 11{---� Ipl I IIIII L 1 1 I41 d I III I II IIII 1 I11 � I III I I II IIII I III dl I I1� I I II IIII 1 11 1 1 I bl I 1 I II IIII I III � I III 1 I II IIII I III °� I i° I I I I II IIII --iii -- dl 1 III 1--- I II IIII � I i°I I I I II IIII i lil °i 1 iidl r--- d I II illl I I I I 1 1 I I II IIII I III � I III I I II IIII I I C I I I I I dd I II IIII I I � l� I I II 1111 --F_- I I � I I I I I II IIII FUTURE i ° �__ili--� FUTURE i iili lid I ill I Ililll 1 611 BUILDING 4 I III BUILDING 5 I II IIII I I I IdI 1 I II IIII I III � I ICI 1 I II IIII III ° I I III I ILl J1 I III i I I�1 I I II � I ICI I I 11I I I II IIII I II - -- I I°11 � I I°II I ° I II IIII I I11 dl I Ip11 I I II IIII I I11 ° d I 11 I I II IIII � pll I III I I II IIII i lil j I ill I ° I II IIII 1 1 1 1 I 1 ill r--- I II IIII I 11 1 d l I I I I I II IIII --1� I I A� I ° 1 1 I I II IIII I ICI � I I11 I ° I II IIII I °I I 1 1 r I II IIII I III � I III I I I1 1111 ---_1 III 1 d I II IIII L--ItI--� I II IIII I III I I11 I ° I II IIII i lil d°� I ipl I II IIII ---�--id�—_ I F —Ill � I II IIII III4 1 I I r I II III i ICI � I i°il I I Ililll --��— 41 --I�,J---1 I II IIII �I I ° I IIIII I I11 � I III 1 I II IIII d I II IIII --�17T— I �--Ill —I I II IIII i lil � I ildl � I II IIII I, I � I III 1 d I II IIII I 1 I I L--- I II IIII J 1 1 1 8 I Al1 1 ` d I II I III ------ 1 �-- �--- 1 iII i I II IIII 1 �tl d I I �� i l l I II IIII I— — — — — — — — — — — — — — — — — — — — — — — — — — — i l----------------------------� I I� I°i I I I II Iill --------------11� III ��+---- — I 1------------------------------ I IIII ,---------------- --------�lr-----�— II illl \ — ° d d °-----o-----—�--,�------------------^--- \\ �� ------ °----------------- °------- °- - - - - - - - - - - - - - - - - - - - - - °------�— — ------ c --- \- --------° °—a----------�---- a ---- — a-- a —� ----- 1-----------------t--IIII �\- - - - - - - I I IIIII I I IIIII \\ I-----------------------� IIIII CODE SUMMARY BUILDING CODES FINISHES: 1008.2.1 MEANS OF EGRESS ILLUMINATION LEVEL TO BE NOT LESS THAN 1 FC AT THE WALK 2020 MINNESOTA BUILDING CODE (2018 IBC BASE) TABLE SURFACE. 2020 MINNESOTA FIRE CODE (2018 IFC BASE) 803.13 FIRE CLASSIFICATIONS FOR FINISHES 2020 MINNESOTA ENERGY CONSERVATION CODE 1008.3.1 EMERGENCY POWER FOR ILLUMINATION 2020 MINNESOTA MECHANICAL CODE SPRINKLERED S IN THE EVENT O F A POWER SUPPLY FAILURE IN BUILDING REQUIRED TO HAVE 2020 MINNESOTA PLUMBING CODE EXIT ENCL & EXIT PASSAGEWAYS C TWO OF MORE EXITS- EMERGENCY POWER TO ILLUMINATE THE FOLLOWING: INTERIOR 2020 NATIONAL ELECTRICAL CODE OSHA 1910 CORRIDORS C EXIT ACCESS STAIRWAY, INTERIOR AND EXTERIOR STAIRWAYS, EXIT PASSAGE WAYS, 2010 ADA STANDARDS ROOMS and ENCLOSED SPACES C EXTERIOR LANDINGS FOR EXIT DOORS OCCUPANCY: FIRE PROTECTION SYSTEMS: 1008.3.4 EMERGENCY POWER SHALL PROVIDE POWER FOR A DURATION OF 90-MINUTE, 311.1 S-1 MODERATE -HAZARD STORAGE 903.2.9 AUTOMATIC SPRINKLER SYSTEM TO BE PROVIDED IN MINIMUM. (MOTOR VEHICLE RELATED OCCUPIANCIES) S-1 OCCUPANCIES WHEN FIRE AREA EXCEEDS 12,000 SF OR AREA IS LOCATED MORE THAN THREE STORIES 1009.1 ACCESSIBLE SPACES TO BE PROVIDE WITH NOT LESS THAN ONE ACCESSIBLE CONSTRUCTION TYPE: ABOVE GRADE. MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS IS PROVIDED, 602.5 TYPE V-B, SPRINKLERED NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED. SEE TABLE PORTABLE FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS SECTION 1103.2.9 FOR AREAS NOT REQUIRED TO BE ACCESSIBLE. GENERAL BUILDING HEIGHTS: 906.3(1) 75MAX TRAVEL DISTANCE TO AN EXTINQUISHER, 11,250 SF TABLE S-1 OCCUPANCY, TYPE V-B CONSTRUCTION MAXIMUM FLOOR AREA FOR EXTINQUISHER. 504.3 ALLOWABLE: 60', 2 STORIES EXIT SIGNS ACTUAL: B1 / B2 24'- 1" / 2V-6", 1 STORY 910.2.(2) SMOKE AND HEAT REMOVAL NOT REQUIRED WHEN PROTECTED 1013.1 EXIT AND EXIT ACCESS DOORS TO BE MARKED WITH APPROVED EXIT SIGN BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM. READILY VISIBLE FROM ANY DIRECTION OF TRAVEL. EXIT SIGN PLACEMENT TO BE GENERAL BUILDING AREAS: SPRINKLERS ARE PROVIDED SUCH THAT NO POINT IN AN EXIT CORRIDOR OR PASSAGEWAY IS MORE THAN 506.2 ALLOWABLE (1-STORY): 36,000 SF 100' OR THE VIEW DISTANCE LISTED FOR THE SIGN, WHICHEVER IS LESS. ACTUAL: PHASE I MEANS OF EGRESS: • BUILDING 1 TABLE OCCUPANCY 1013.3 EXIT SIGNS TO BE INTERNALLY OR EXTERNALLY ILLUMINATED. (40' x 240') 9,600 SF 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT • BUILDING 2 STORAGE = 300 SF (GROSS)/OCCUPANT 1013.5 INTERNALLY ILLUMINATED EXIT SIGNS: SIGN TO BE LISTED AND LABELED IN • (40' x 260) 10,400 SF SEE CODE DIAGRAMS FOR OCCUPANCY COUNTS ACCORDANCE WITH UL 924. BE ILLUMINATED AT ALL TIMES. • (46' x 275) 12,650 SF 23,050 SF 1005.3.2 .15'/OCCUPANT FOR ALL OTHER MEANS OF EGRESS 1013.6.2 EXIT SIGN ILLUMINATION TO HAVE INTENSITY OF NOT LESS THAN 5 FC (54 LUX) • SEE CODE DIAGRAMS FOR EGRESS WIDTHS PROVIDED FIRE SEPARATIONS 1013.6.3 EXIT SIGN TO BE ILLUMINATED AT ALL TIMES AND ILLUMINATED FOR A MINIMUM TABLE TABLE COMMON PATH ALLOWABLE WITH ONE EXIT (SPRINKLERED) OF 90 MINUTES IN THE CASE OF A LOSS OF POWER. 508.4 REQUIRED SEPARATION OF OCCUPANCIES 1006.2.1 GROUP S = 75' S-1 to S-1 = NO RATING REQUIRED 1 EXITS PROVIDED PER LEVEL ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FIRE -RESISTANCE RATING REQUIREMENT, TYPE V-B TABLE 2 EXITS REQUIRED WHEN OCCUPANT LOADS EXCEED: TABLE TABLE 1010.1.1 MINIMUM CLEAR WIDTH OF DOOR TO BE 32" 1505.1 MINIMUM ROOF COVERING CLASS FOR TYPE II B: CLASS C 601 STRUCTURAL FRAME: 0-HOUR EXT BEARING WALLS: 0-HOUR 1010.1.3 MAXIMUM PULL OR PUSH FORCE FOR EGRESS DOORS TO BE 5 POUNDS. INT BEARING WALLS: 0-HOUR NONBRG WALLS:FLOOR 0-HOUR 1010.1.5 THERE IS TO BE A LANDING EACH SIDE OF A DOOR. LANDING TO BE LEVEL CONSTRUCTION: ROOF 0-HOUR WITH A MAXIMUM SLOPE OF 2-PERCENT. CONSTRUCTION: 0-HOUR 1010.1.6 LANDING WIDTH TO BE A MINIMUM EQUAL TO THE WIDTH OF THE DOOR. 602.5 TYPE V CONSTRUCTION: STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS ARE OF 1010.1.7 MAXIMUM '/2-INCH THRESHOLD AT DOORS. ANY MATERIALS PERMIITED BY THIS CODE. 1013.1 EXIT SIGNS TO BE PROVIDED AT EXIT DOORS PER SECTION 1011.1 MAXIMUM AREA OF EXTERIOR WALL OPENINGS IIA,A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 I CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 IPROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. 1 Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB I DRAWING TITLE: TABLE 705.8 X IS GREATER THAN 10' AND LESS THAN 30' FIRE SEPARATION DISTANCE FOR S1 IS 0-HR 718.4.3 DRAFTSTOPPING IS NOT REQUIRED AS CONCEALED SPACE IS FULLY SPRINKLED. TABLE S-1 OCCUPANCY SPRINKLERED - MAXIMUM TRAVEL DISTANCE: 1017.2 ALLOWABLE: 250'-0" ACTUAL: 54'-0" MEANS OF EGRESS ILLUMINATION 1008.2 MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, TO BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED. BUILDING 2 CODE DIAGRAM SITE PLAN AND CODE SUMMARY PROJECT NO: DRAWING NO: 240776 SCALE: C L 10 0 AS NOTED CODES 2020 MINNESOTA BUILDING CODE - 2018 IBC AMENDED 2020 MINNESOTA FIRE CODE - 2018 IFC AMENDED 2020 MINNESOTA MECHANICAL CODE - 2018 IMC AMENDED 2020 MINNESOTA ELECTRICAL CODE - 2020 NFPA 70 AMENDED 2024 MINNESOTA ENERGY CODE w/ ANSI/ ASHRAE/ IES STANDARD 90.1 - 2019 2020 MINNESOTA PLUMBING CODE - 2018 UPC AMENDED 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN CODE GENERAL NOTES 1. SEE SHEETS CL100-CL101 FOR APPLICABLE CODES & CODE SYMBOL KEY. 2. SEE SHEET CL100 FOR CODE SUMMARY. 3. CLEAR OPENING WIDTH IS TYPICALLY THE NOMINAL WIDTH MINUS 3 INCHES FOR SINGLE LEAF & MINUS 5 INCHES FOR SINGLE EGRESS PAIR OF DOORS. 2.1 ) * '91 NORTH 2 COD CL101 1/8" = 1'-0" C3 N--/ �.1 ROOM NAME OCCUPANCY CONSTRUCTION TYPE FIRE SUPPRESSION NS: NON SPRINKLERED SP. SPRINKLERED CODE SYMBOL KEY 33 - EXIT WIDTH IN INCHES AREA a- EXIT LOCATION OCCUPANCY LOAD/ UNOCC IF BLANK 4 - WINDOW EGRESS OCCUPANY LOAD FACTOR 0- EXIT SIGN w/ EMERGENCY LIGHT CONDITIONED (COND) ! HAZARDOUS CLASSIFICATION GROUP 0 - FIRE EXTINGUISHER OR NON -CONDITIONED (NON-COND) HAZARDOUS CLASSIFICATION DIVISION SO - FIRE DEPARTMENT CONNECTION (SIAMESE CONNECTION) ALARM SYSTEM HAZARDOUS CLASSIFICATION CLASS Y - YES N-NO 1 HR FLOOR SYSTEM ---- 1 HR WALL w/ 60 MIN FIRE DOOR ASSEMBLY - - 2 HR WALL w/ 90 MIN FIRE DOOR ASSEMBLY - - - 3 HR WALL w/ 180 MIN FIRE DOOR ASSEMBLY 2.M 2.L G 2.J1 11'-01, 13'-0" T-0" I I I I E DIAGRAM FLOOR PLAN 0 13'-0" 2.K 2.J1 T-0" SPACE S-1 11,567 SF 1113 100 NS N --- COND 2 2 G 17'-0" 3'-0" 20'-0" 2.J 2.12 2.11 2.1 17'-0" T-0" 20'-0" \1'-0" 19'-0" 19'-0" 15'-0" DO - HI-LO DRINKING FOUNTAIN O - FIRE HYDRANT PANIC HARDWARE o_ 2.H1 2.H 2.G1 2.G 2.F1 275'-0" 15'-0" 9'-01, I I I I I 20'-0" 86'-0" 40'-0" CODE DIAGRAM BUILDING SECTION 46'-0" 2.3 IrLIV I B2 ROOF RIDGE 2.F 2.E1 2.E 2.D2 2.D1 2.D 2.C1 2.0 2.B1 2.B 2.A 20'-0" 11'-0" 9'-0" 20'-0" 2'-3" 17'-9" 13'-0" 7'-0" 20'-0" 4'-0" i I I I I I I I I I G1 9 2.F1 2.F 2.E1 275'-0" 9'-0" 11'-0" 20'-0" 20'-0" 2. E 2. D2 11'-0" 9'-0" 20'-0" 2.D1 2.D 2'-3" 17'-9" 13'-0" 7'-0" 20'-0" 4'-0" UTILITY RM 1 64 SF 3 1 OCC Y 300 JD N N N UTILITY RM 1 65 SF 3 1 OCC Y 300 JD N N N Akkl MME *= V ,�,A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 2 CODE DIAGRAMS MAIN LEVEL AND SECTIONS 3 CODE DIAGRAM BUILDING SECTION CL101 1/8" = 1'-0" PROJECT NO: DRAWING NO: 240776 SCALE: C L 101 AS NOTED 155 FLOOR PLAN GENERAL NOTES PARTITION SYMBOL KEY FLOOR PLAN KEYNOTES 1. SEE SHEET G001 FOR TYPICAL NOTES. 2. SEE SHEETS CL100 - CL101 FOR CODE DIAGRAMS AND SUMMARY. 3. SEE SHEET A601 FOR WALL & PARTITION SCHEDULES & DOOR SCHEDULE. 4. SEE SHEET A601 FOR DOOR & WINDOW TYPES & ELEVATIONS. 0 0 v C NORTH 1 FLOOR PLAN V1 1/8" = 11-0.1 2.1 2.2 2.3 fy 0 0 o= ry w > O ROOF PLAN L Arm 1 HR -WALL RATING G6XSA �A ONE SIDED WALL OR PARTITION S INSULATED WALL OR PARTITION X FIRE RATED CONSTRUCTION MATERIAL THICKNESS - SEE A601 WALL OR PARTITION TYPE: G INTERIOR GYPSUM BOARD PARTITION M MASONRY WALL SW SHAFT WALL W EXTERIOR WALL SYSTEM C CONCRETE WALL MLP METAL LINER PANEL IMP INSULATED METAL PANEL 2.M 2.L 2.K 2.11 11'-0" 13'-0" 7'-0" 2.J 12.12 17'-0" L 3'-0" 20'-0" 2.11)( 2.1 1 CONC STOOP, SLOPED - SEE STRUCT 3 CONC APRON - SEE STRUCT 30 HM DOOR & FRAME - PAINTED 33 OH SECTIONAL DOOR SYSTEM 35 METAL THRESHOLD 39 LINE OF OH DOOR ABOVE 79 CONT. RIDGE VENT 85 PREFINISHED METAL GUTTER & DOWNSPOUT SYSTEM 99 ASPHALT SHINGLE ROOF SYSTEM 100 FE - WALL -HUNG '-0" 19'-0" H1 1 5'-0" 2.H 15-0" 1.11 A201 G1) (2.G 9'-0" 11'-0" F1 275'-0" 20'-0" 2.F 20'-0" 0 205A 204A o 0 203A 202A o 0 201A I II III I II I a�0 I I II I II I aI� I I II L -IL I - I II -IL I UNIT 17 205 UNIT 16 204 UNIT 15 2 33 UNIT 14 202 UNIT 13 201 T/ FLOOR EL 100'-0" I T/ FLOOR EL 100'-0" I T/ FLOOR EL 100'-0" I T/ FLOOR EL 100'-0" I I T/ FLOOR EL 100'-0" G8S G7S I G7S I G7S I I G7S W9S E1 2.E 11'-0" 9'-0" 20'-0" 2'-3" 17'-9" C1 2.0 2.B1 13'-0" 7'-0" 20'-0" 2. B) (2.A 4'-0" Akkl_ J VAA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 2 FLOOR AND ROOF PLANS 1/8" = 1'-0" A201 PROJECT NO: DRAWING NO: 240776 SCALE: A 10 1 AS NOTED 156 REFLECTED CEILING GENERAL NOTES REFLECTED CEILING PLAN SYMBOL KEY � REFLECTED CEILING PLAN KEYNOTES 1. SEE SHEET 0001 FOR TYPICAL NOTES. 2. REFERENCE TO CEILING AND SOFFIT HEIGHTS ARE ABOVE FINISHED FLOOR ELEVATION. 3. LIGHT FIXTURES AND ACT ARE TO BE CENTERED IN BOTH DIRECTIONS WITHIN ROOM OF AREA UNO. NORTH 2.1 0 0 2.2 0 It 2.3 ACOUSTICAL CEILING TILE AND SUSPENDED GRID SYSTEM GYPSUM BOARD OR PLASTER CEILING EXPOSED STRUCTURE 2x4 LED LIGHT FIXTURE 2x4 SUSPENDED LED LIGHT FIXTURE 1x4 LED LIGHT FIXTURE o I SUSPENDED LED STRIP LIGHT FIXTURE Q RECESSED DOWN LIGHT 1-Q WALL MOUNTED LIGHT FIXTURE FO EXIT SIGN 2x2 SUPPLY AIR GRILLE F7 2x2 RETURN AIR GRILLE a 6x2 RETURN AIR GRILLE --------- WALL OR PARTITION TO UNDERSIDE OF DECK —•—•—•—•— 1 HR WALL w/ 60 MIN FIRE DOOR ASSEMBLY —••—••—••— 2HRWALLw/2HROPENING ••• ••• 3HRWALLw/3HROPENING {,, - - __ _ _ - _ - _ _ _ _ NIT _ __ U 35 _ _ 214 -_ __ -'t _ _ -_ .}, - =I"°_ - _ -- _- �. _ - _ _ -_ _--_ _ _:,�:, _ -_-_ _ -_- _ _ - _- - NIT .4' `' _ U 3 _ 215 _ _ _ ``I - -,,, _'-I,"•`.,- _ __ _ _ _- - _ __ __==:=C=;"_ �, 4 , -.". _ ,,, - _ _ _ NIT = _ •U 33 _ _ -_- - _ _ __ 216 �. _ _ _ _ , _ - :- _--:�':'.,=;'.r _'' ,I, . -_ _- _- -_ __ -_ -- - - _-_ �: _- j- __ ___ _ _ _: _ __- _ _ __ .__ _ _ _ �:, , - - - - :-1'.,,=.I.,- -- _ - - - - NIT 32: ,,; :_ _ - _ U _ 217 =� _ _ 1 _ - `; _ _: _ _ - - _ _ _ _ _ _ _ J � _ _ _ __ - _ _ __ _ ;_'`;::,"-= T _ - _ __--_-_-- _ _ -__- -_-- _ _ __ _ ___ -- _ - -_- _ - NIT U 3 _- 218 - -_ __-_ _ -_ _ ._' _ -- _ - _ _ __ - -_- _- _ _ ;, y . -_- _ -_ _," ,-_ _ _- _- _, _ _ --- - -- - __-_ 1 _ _ 1. ---__ _ _ - _ =` I:'' . _l: _- __ _ _ __ _ -_--_-- _- ___-_- . _� -, __ ,---- - -'`(;' - - -- -- -- --- --- - - -- -,, '1;";';_'- _, _ - h=. - , •, „ . . , ; ., I _ -1". �; ; =--.k ___ _ __ _____ __ _ ___ _ _ __ _ ___ _ _ ___ __,_ __ ,, 1 REFLECTED CEILING PLAN A 110 1 /s° = 1 �-o° 33 OH SECTIONAL DOOR SYSTEM 151 GYP BD CEILING 153 VINYL SOFFIT - _ _ - - -- ------ -----{'`L-_,__ - _ ___ __-__--_--__ _ __ _ :1, _ `;-:__ _ `; `_ - --_ _ __- _ __ :_� ,, - _ _ __ __ __ ; _ _ „, -_ - - _ - { _ _ - _ "' _ _ _ - -_ ---_- - - _ . -" fi- ____ _____________ . a-, =`_ _ _ _ _ __ __ __ : _ :,�:,_,_:;':__ - _- , :': , - -_ __ - - __ -_ , --_I -_ ___ _ _ __ _--_ _ __ _- _____-_-_ . . . . : :..:::.:.. `. -,__=_;._=,-_,'; :_;_;'_, ,_ _ _ j _ _- - _ _ _ _- #. - _- - , - - _ - _- - _--_ _- -- - ---_--- =_-_ ._ _ I,;,_;;` -_ _ - _�: . __ _ ___ __ __ _ __ __-_ _ __ __- _ __ __.__ __ _ _ _.-_,,--,, _,;., _ _ _ _ - _- - -- _ _ _ `_ -✓- _ _ _ - -__ -_ _ _- - -_ - _-_- __-__- _ -�. _ -: _;_-_ _______ ___ _-_ _-_ _}I_:! ";'"_',, : �_"_:,"; ,,-,,-, :=,_,", ,,=;, ._, :, ::` ,_-.:{; __ _ _ - _- _ _ - - - _ �. - _ `; - -- - - - -- -- -- - - -- - - - _ _ , - -'`UNIT 17=',- ; , - _ _- _ -- - -- -- -- - _ _, `:. _- _ - -'UNIT 1G', ' ;.::_'; ` _- --_- , _ __ _ _ -_ - __- _ _ _ UNIT 15'.; _ _ _ _ __- _ _ , _ _- - --- __ _ - _ - ;_UNIT 14;' ;;. _ __ _ _ _ _ - _ - - -; _- :UNIT 13; _:_ _ _ _ _ 205 _ _ _ _- - __ _ _ - - - ,_f=r, - _ 204 __ _- - _- - _ _ = - - - -- _- - - _ _ _ - 20 = _ _ _ .,;_. 3 _ - _ - __ _ _ __ __ _ - =1 ' _ - - - 202 °'. _ _ _ _ _ -- _ _ - _ - - -- ,f,, - _ - 1 `,.` 201 - _ _ _ -: . _ _- -- _ - _ - - - - _ _ - -_ -_- - - - - -- - - -_- - -_ - - _ _ -_ - - _- --- - T, - - _ -_ -_ - - - -_ - , - - -, UTILITY' l"",, - - 1 - - - - 1 - I I - -- - 11 - - 225 - - TYP'," - - . -_ _ - - , iC-- - 151 - - _ - - - - - - - - -- _- _- - - - -- - —. - ', 1: - - - - - ,, - - ,` , (_ - - - - �'.." - :"" U TILITY:' - -- - ---_ - - - - - - - -_ 224 - _ - -_- - -V . ,,., .. . . , - - ; . - - -_ ' r -_ _ _ - - - __ - _ -_ - _ _ UNIT 30:- - _ _ __ _- _ _ __ _- - -- --- -- - - -- - - _ _ _- _ - - _- __ UNIT 28 __ - -- _ _- _ ;�. _ _ = UNIT 27' _- _ _ _ -_ -- _- -_ ,UNIT 26' _ _ 219 - '' ' UNIT 29 - 22 0 221 222 - . , 223 �: y = , __- = ;_ - 33 ,. =. , '. . . „;, :,. -_ -_ -_ _ -_ -_ - _ __ _ _ _ =_k=;v _ _ ____ _ __ _____ _ __ _ _______ _ __ __ _ __ ___ _ _ =— 1 r;: °�' __ _ _ __- __ ___ _ _ ______ ___ _ _ __ _ _ _ _ _ ___ _ _ __ __ _ _ _ _ I., �;,' - - =f - - - - - IR _ _ __ _ -__ ___ __ __ ___ ____-_ __ ____ _ _ ___ _ _- _ _ ==1-:: ` _ ; �= _ -_ - -- - �_ - - - _ __= LLB; --=;_ - " __ ___ _____ ____ __,_ _ ___ _ _ __ __-_ __ ;,': __`_,: I V. -_- t-,_',_ , 1 .`� ;: __ ___ _ __ _ _}_ _______ __ __ _-__- _________ __ _ _ __: _____ ____=__ ___ : ;___ _ VAA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH issuEo FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. t� Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN W HOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 2 REFLECTED CEILING PLAN PROJECT NO: DRAWING NO: 240776 SCALE: A 11 O AS NOTED 157 EXTERIOR ELEVATION GENERAL NOTES EXTERIOR ELEVATION KEYNOTES 1. SEE SHEET G001 FOR TYPICAL NOTES. 30 HM DOOR & FRAME - PAINTED 56 HARDIE SMOOTH SURFACE (CHARCOAL) 2. SEE SECTIONS & DETAILS FOR ADDITIONAL MATERIAL & FINISH INFORMATION. 57 4'x8' STUCCO TEXTURE PANEL (CHARCOAL) 3. SEE A601 FOR FRAME ELEVATIONS & GLASS TYPES. 58 FAUX STONE, MISSION POINT - BY VERSETTA VAA, LLC 763.559.9100 99 ASPHALT SHINGLE ROOF SYSTEM 2300 Berkshire Lane N, Suite 200 www.vaaeng.com 240 LIGHT Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 G ,,2.2 2.1 2.1 ,, 2.2 G 86 -0 86 -0 46'-0" 40'-0" 40'-0" 46'-0" PROJECT: I I I I ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD A220 I I I A22o ORONO, MN 55356 I I I B2 ROOF RIDGE B2 ROOF RIDGE 06 EL 133'-9" EL 133'-9" NO. DATE ISSUE/REVISION BY 12" 12" 12" 12" 0 03/03/25 ISSUED FOR CONSTRUCTION MGH 4" � � 4 1/2 T/ MIDI WALL 4" T/ MIDD WALL EL 125'-0" EL 125'-0" B2 T/WALL B2 T/WALL QEL 116'-0" EL 116'-0" EQ ❑ 240 TYP TYP a� DR DR 1 224 225 A601 B2 T/ SLAB EL 100'-0" B2 T/ SLAB 2 5 I I IA601 i i E- ----- -------------------------------------------------------------------------------L iL-1 .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 NORTH EXTERIOR ELEVATION 3 SOUTH EXTERIOR ELEVATION ISSUED �01 vs" = V-0" A�01 vs" = 1'-0" FOR CONSTRUCTION 2.M 2.L 2.K 2.J1 2.J 2.12 2.11 0 2.H1 2.H 2.G1 2.G 211 21 2.E1 2.E 2.D2 2.D1 2.D 2.C1 2.13 231 23 2.A 275'-0" 13'-0" 7'-0" 17'-0" 3'-0" 20'-0" 1'-0" 19'-0" 5'-0" 15'-0" 9'-0" 11'-0" 20'-0" 20'-0" 11'-0" 9'-0" 20'-0" 2'-3" 17'-9" 13'-0" 7'-0" 20'-0" 4'-0" I I I I I I I I I I I I I I I I I I I I I I 2 I A220 B2 ROOF RIDGE EL 133'-9" 12" 12" 12" 12" 12" 12" 4" TYP 99 T/ MIDD WALL EL 125'-0" A601 ii TYP 56 BEL 116'-0' TYP 57 2 OO OO OO OO ❑ ❑ OO OO OO OO OO OO ❑ ❑ OO OO OO (� ❑ ❑ � � � OO OO OO OO OO ❑ OO OO OO OO ❑ ❑ OO OO OO OO OO � OO � OO OO A601 DR DR DR DR DR DR DR DR DR DR 220A 221A 222A 223A 214A 215A 216A 217A 218A 219A DR DR DR`, DR DR DR DR DR DR DR �220 221 222 223� TYP a 214 215 b a 216 -217 218' 219 - 58 B2 T/ SLAB OIL B2 T/ SLAB 2 I EL 100'-0" EL 98'-8" 6 B2 T/ SLAB 1 A601 Li EL 99'-4" L-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- f------------------------------------------------------------------------------------------------------------ --------------------------------------------------------- 2 EAST EXTERIOR ELEVATION V1 1/8" 1 1-01, 2.A 2.B 231 2.0 2.C1 2.D 2.D1 2.D2 2.E 2.E1 2.F 211 2.G 2.G1 2.H 2.H1 2.1 2.11 2.12 2.J 2.J1 2.K 2.L 2.M 275'-0" 4'-0" 20'-0" 7'-0" 13'-0" 17'-9" 2'-3" 20'-0" 9'-0" 11'-0" 20'-0" 20'-0" 11'-0" 9'-0" 15'-0" 5'-0" 19'-01, 1'-0" 20'-0" 3'-0" 17'-0" 7'-0" 13'-0" 11'-0" I I I I I I I I I I I I I I I I I I I I I I /27_)III A220 I I I I I I I I I I I I I I I I I I I I I I I I B2 ROOF RIDGE EL 133'-9" Architect 12" 12„ 12" 12" 12" 12" I hereby certify that this plan, specification, or report was 4 4„ � � 4,, prepared by me or under my direct supervision and that 4" 4" � � 4" 1 am a duly Licensed Architect under the laws of the State of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name B2 T/WALL 03/03/2025 41400 EL 116'-0"' Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL ❑ ❑ OO OO OO OO OO ❑ ❑ OO ❑ OO OO OO OO ❑ DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE ❑ 0 OO OO OO ❑ OO OO OO OO OO OO OO OO ❑ ❑ ❑ ❑ OO OO OO OO OO OO OO OO ❑ EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN W HOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK DR -DR DR DR DR DR BE MADE UNLESS EXPR 25 - ALL UTHORIZED IN W RITING BY VAA, LLC. 201A 202A 203A 204A 205A 206A 20 20 20D_D21 DR 21 DR COPYRIGHT VAA, LLC 2025-ALL RIGHTS RESERVED. Ll 207A � 208A 209A � � 210A 211A � � 212A 213A DR DR DR DR DR DR A DR DR DR DR DR DR DR - 201 202- 203 204- 205 '206 DATE: DRAWN: 207' 208 - 209 210 211 212 213 B2 T/ SLAB 03/03/25 MGH/ DRM/ BCF EL 100'-0' B2 T/ SLAB 1 EL 99'-4" DESIGNED: CHECKED: APPROVED: I I i B2 T/ SLAB 2 MGH TRB TRB I EL 98%- L Z------------ ---- -- - -----Z J ---------------- DRAWING TITLE: BUILDING 2 EXTERIOR ELEVATIONS a M 4 WEST EXTERIOR ELEVATION N N 1/8" = 1'-0" PROJECT NO: DRAWING NO: A201 M 240776 SCALE: A20 1 0 AS NOTED 158 2.M 2.L 2.K 2.J1 2.J 2.12 2.11 2.1 2.H1 2.H 2.G1 2.G 211 2.F 2.E1 2.E 2.D2 2.D1 2.D 2.C1 2.0 231 2.B 2.A 275'-0" L L 7_n" 17'_n" j'_nn )n'_nn _1'_nn 1 Q'_nn �' n" 1 �'_n" Q'-n" 1 1'_n" .)n,_nn ;,n,-n" 1 1'_n" q'_n" .)n,_nn .)'_;n 17'_Q" 1 q'_n" 7'-n^ )n'_n,, A'_n" B2 ROOF RIDGE EL 133'-9" T/ MIDD WALL EL 125'-0" B2 T/ SLAB EL 100'-0" B2 T/ SLAB 1 EL 99'-4" B2 T/ SLAB 2 EL 98'-8" BUILDING SECTION 1/8" = 1'-0" PRE-ENGINEFo�n onnr Toi ioo ov OTHERS, COI CHORD SLOF TRACKS ARE PARALLEL TC CONIC SLAB - SEE STRUCT CONIC FTG - SEE STRUCT 2 BUILDING SECTION Atk\/AA VAA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 2 BUILDING SECTIONS PROJECT NO: DRAWING NO: 240776 SCALE: A220 AS NOTED 159 V J,A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 2.3 CONT RIDGE VC"'T PROVIDE HOLI FOR VENTING SHINGLE ROO ICE AND WATE 8'-0" AND T-0" 301b ROOFING OSB, TYP PRE-ENGINEE TRUSS BY OTF BOTTOM CHOI TRUSS SUPPL PRE -FIN MTL DRIP & TRIM, TYP PRE -FIN MTL GUTTER AND DOWNSPOUT, TYP CONT RIDGE VENT PROVIDE HOLES IN PLYWOOD FOR VENTING AS REQUIRED SHINGLE ROOFING OVER ICE AND WATER SHIELD FIRST 8'-0" AND T-0" IN VALLEYS, 301b ROOFING FELT OVER 5/8" OSB, TYP PRE-ENGINEERED ROOF TRUSS BY OTHERS, COORDINATE BOTTOM CHORD SLOPE WITH TRUSS SUPPLIER, TYP PRE -FIN MTL DRIP & TRIM, TYP VENTED VINYL SOFFIT, TYP B2 T/WALL \ EL 116'-0" VENTED VINYL SOFFIT, TYP W9S METAL LINER SEE SIMPSON CLIP CEILING PANEL, STRCT 2.B 2.A LP EXTERIOR TYP W9S FINISH TRIM, _ TYP METAL LINER CEILING PANEL, TYP W_1: ER D, TYP I HEADER FRAME SEE STRUCT DOOR, SEE SCHED STONE VENEER B2 T/ SLAB 1 OIL EL 99'-4" 1/2" PLYWOOC' c�� ^T�'"'^ 2x8 WD STUD,' BATTINSUL (2) LAYERS TY (UL SYSTEM F 2x8 RIM BOAR SIMPSON H2A TREATED 2X E W/ (1) 1/2" DIA BOLT W/ 3" EN INTO SLAB @ 7V0 ('`l1nIT 1 CrIn CD CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the Stag of Minnesota. Signature TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 2 rj WALL SECTION 1\� V1 3/4" = 1 1-01, r WALL SECTION 3 SECTION AT UTILITY WALL SECTIONS PROJECT NO: DRAWING NO: 240776 SCALE: A 301 AS NOTED PARTITION & WALL TYPES PARTITION W7S LP SMART SIDE BD BATTEN SIDING WATER & AIR BARRIER 1/2" DENSGLASS SHEATHING 2x6 WD STUD @ 16" OC 3.5" CLOSED CELL FOAM INSULATION 5/8" TYPE "X" INTERIOR GYP BD PARTITION TYPE W9S (SHEAR WALL) LP SMARTSIDE BD & BATTEN SIDING WATER & AIR BARRIER 1/2" EXTERIOR OSB SHEATHING 2x8 WD STUDS @ 16" OS 3.5" CLOSED CELL FOAM INSULATION 5/8" TYPE "X" INTERIOR GYP BD 7 1 /8" W7S PARTITION TYPE W10S 8 7/8" LP SMARTSIDE BD & BATTEN SIDING W9S WATER & AIR BARRIER 1/2" DENSGLASS SHEATHING 8 7/8" 2x8 STUDS @ 16" OC W10S 3.5" CLOSED CELL FOAM INSULATION 5/8" TYPE X INTERIOR GYP BD — PARTITION TYPE G9S 1/2" EXTERIOR OSB SHEATHING 2x8 WD STUD @ 16" OC 2 3.5" CLOSED CELL FOAM INSULATION eeo i eeeeel aeeee °oeoei 000leos i 5/8" TYPE X INTERIOR GYP BD 8 3/8" G9S PARTITION TYPE G8S (SHEAR WALL) 5/8" TYPE "X" GYP. BD. 2x8 WD STUD @ 16" OC SOUND BATT INSULATION 2 5/8" TYPE "X" GYP. BD 8 1 /4" G8S — PARTITION TYPE G7XS 5/8" TYPE 'X' GYP BD 2x6 WD STUD @ 16" OC SOUND BATT INSULATION 2 _. 5/8" TYPE "X" GYP BD EXTERIOR INTERIOR G7XS 6 3/4" 1 HOUR WALL SYSTEM UL 305 DOOR SCHEDULE FIRE RATING GLAZING TYPE DOOR MAT'L TYPE DOOR FRAME MAT'L TYPE HARDWARE GROUP A - 3 HOUR T - CLEAR TEMPERED GLASS WD - WOOD (AS SPECIFIED) HIM - HOLLOW METAL GROUP 1 GROUP 2 B - 1 1/2 HOUR TT- TINTED & TEMPERED GLASS OAK - OAK WOOD AL -ALUMINUM 1.5 PR BB BUTT HARDWARE BY DOOR MANUF. C - 1 HOUR I -INSULATED BIRCH - BIRCH WOOD WD - WOOD 1 SET THRESHOLD 1 SET WEATHERSTRIPPING D - 3/4 HOUR IT - INSULATED TEMPERED PLAM -PLASTIC LAM CLAD STL -STEEL 1 EA SWEEPS E - 20 MINUTE C - FIRE RATED CERAMIC GLASS HM - HOLLOW METAL 1 ENTRY LOCK, LEVER HANDLE, BRUSHED CHROME FINISH N - NO RATING AL/GL - ALUMINUM & GLASS 1 EA. DOOR CLOSER FIB - FIBERGLASS 1 EA WALL STOP DOOR FRAME FIRE RATING HDWR GROUP DETAILS NOTES NUMBER LEAF WIDTH LEAF HEIGHT ELEV MATL GLAZ INSULATED ELEV DEPTH MATL GLAZ INSULATED IHEAD I JAMBS ISILL SINGLE LEAF 201 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 202 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 203 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 204 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 205 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 206 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 207 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 208 T-0" T-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 209 T-0" T-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 210 T-0" T-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 211 T-0" T-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 212 T-0" T-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 213 T-0" T-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 214 T-0" T-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 215 3'-0" T-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 216 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 217 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 218 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 219 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 220 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 221 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 222 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 223 T-0" T-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 224 3'-0" 7'-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 225 T-0" T-0" A AL --- YES F1 5 7/8" AL --- NO NO 1 3/A601 1/A601 5/A601 OVERHEAD 201A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 202A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 203A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 204A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 205A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 206A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 207A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 208A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 209A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 210A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 211A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 212A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 213A 14'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 214A 16'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 215A 16'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 216A 16'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 217A 16'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 218A 16-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 219A 20'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 220A 20'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 221A 20'-0" 14'-0" B MTL IT YES --- 0" --- YES NO NO 2 4/A601 2/A601 6/A601 222A 1 20'-0" 14'-0" 1 B I MTLI IT I YES I --- 1 0" 1 --- YES1 NO I NO 1 2 1 4/A601 I 2/A601 I 6/A601 223A 1 20'-0" 1 14'-0" 1 B I MTLI IT I YES I --- 1 0" 1 --- YES1 NO I NO 1 2 1 4/A601 I 2/A601 I 6/A601 H M FRAME ELEVATION OA SINGLE PANEL VISION PANEL (4-THUS) OSECTIONAL OVERHEAD DOOR DOOR ELEVATIONS SEALANT & B) (BOTH SIDES) SHIM AS REQ' DOORFRAME PER SCHED THRESHOLD BELOW 5/8" GYP BD R w/ w/ CORNER BEAD EXTERIOR FINISH TRIM WHITE BUILDING WRAP TO CONTINUE UNDER DOORFRAME NOTE: SEE A101 FOR PARTITION TYPE 1 EXT DOOR JAMB DETAIL Vol 1 1/2" V-10" NOTE: SEE A101 PARTITIOI HEADER SEE STRL 5/8" GYP E RETURN e CORNER SEALANT SEALANT,TYP EXTERIOR FINISH TRIM - WHITE EXTEND BUILDING WRAP UNDER HEADER T/ OPENING SEE SCHED PRE-ENG MTL DRIP SEALANT w/ BACKER (BOTH SIDES) DOOR & FRAME PER SCHED � EXT DOOR HEAD DETAIL A601 1 1/2" = V-0" DOOR 8 PER SC SWEEP 10 MIL V RETARE ,gkT/ CONC EL= VARIES 10 MIL VAPOR RETARDER R10 RIGID INS a L 7�1 a a it a as I, I l a a d I I I DOOR SILL DETAIL 1 1/2" = V-0" PROVIDE WEATHER STRIPPING @ DOOR BTM THRESHOLD SET IN CONT BED OF MASTIC CONT BEAD OF SEALANT @ PERIMETER WEATHERSTRIP C @ PERIMETER OH DR SUPPORT !� ANGLE GUIDES �.XTERIOR FINISH TRIM - VHITE UILDING WRAP TO :ONTINUE AROUND IOOR FRAME IOTE: SEE A101 FOR PARTITION TYPE 2 OH DOOR JAMB DETAIL Vol 1 1/2" 11-01, NOTE: SEE A101 PARTITIO SPRAY F( INSULATI, OVERHE/ DOOR TR SYSTEM WEATHEI @ PERIMI HEADER FRAME - SEESTRUCT EXTEND BUILDING WRAP UNDER HEADER SEALANT,TYP EXTERIOR FINISH TRIM - WHITE PRE -FIN METAL TRIM AND DRIP T/ OPENING SEE SCHED MTL FLASHING WRAP AT HEADER OH DOOR HEAD DETAIL 1 1/2" = 1'-0" OVERHEAD DOOR & DOOR TRACK BOTTOM ASTRAGAL RETAINER OF EXTRUDED ALUMINUM w/ VINYL ASTRAGAL CONC SLAB - SEE STRUCT FIBER EXPANSION a4S1 JOINT da L ..4 4 i1 2 I�. CONC FOUNDATION � d SEE STRUCT ° WEATHERSTRIP CONT @ PERIMETER MTL FLASHING WRAP AT FRAME SLOPED CONC APRON - SEE STRUCT FIBER EXPANSION JOINT OH DOOR SILL DETAIL 1 1/2" = V-0" AkMMI k VAA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION MGH ISSUED FOR CONSTRUCTION Architect I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Signatu e TRAVIS R. BECK, Architect, NCARB Printed name 03/03/2025 41400 Date License Number TRAVIS R. BECK, AIA, NCARB 41400 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 MGH/ DRM/ BCF DESIGNED: CHECKED: APPROVED: MGH TRB TRB DRAWING TITLE: BUILDING 2 WALL PARTITION TYPES, DOOR & FRAME ELEVATIONS, and SCHEDULES PROJECT NO: DRAWING NO: 240776 SCALE: A 6O 1 AS NOTED 161 GENERAL NOTES: A. THE ELECTRICAL EQUIPMENT SHOWN ON THIS SHEET IS DIAGRAMMATICAL IN NATURE AND REPRESENTS APPROXIMATE LOCATIONS IN OR ON SPACE/ROOM/AREA OR EQUIPMENT. CONTRACTOR TO VERIFY THE EXACT LOCATION AND COORDINATE WITH NECESSARY TRADES. LIGHTING FIXTURE SCHEDULE SYMBOL DESCRIPTION MFR./ CAT. NO. LAMP TYPE INPUT POWER/VOLT REMARKS/ACCESSORIES k�)WET LOCATION - WALL MOUNT LED LITHONIA LIGHTING LED 15 WATTS CAT. NO. (120/277V) W1 WDGE2LEDP240K80CRIVFMVOLTSRMAWSDDBXD kL BOULEVARD Statistics Description Symbol Avg Max Min Max/Min Avg/Min SITE + 1.8 fo 15.9 fc 0.0 fc WA WA ' 0 +° ° +°'0 +°'0 +°'0 +°'1 +°'1 - °`) +°A +°^ +°^ +°^ +°' +0 0 +° ° +° ° +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°A +°^ +°^ +0 +°'1 +°A +°^ +°^ +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 +°'0 - °o +0 +0 + ' + ' + ' + ' 1.0 0.1 0.2 +.0 +.0 +.0 +.0 +.3 +.3 +.2 +.2 +.2 +.2 +.3 +.2 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.1 +.3 +.2 +.2 +.2 +.2 +.3 +.3 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.2 +.2 +.2 +.2 +.3 1.0 +.0 +.0 +.0 +.0 +1.3 +1.0 +.6 +.3 +.4 +.7 +1.1 +.5 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +1.1 +.7 +.4 +.3 +.5 +.9 +1.2 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +.0 +1.0 +.7 +.4 +.3 +.4 +.8 +1.1 +1.3 +2.9 +2.0 +6.6 +.0 +.0 +.0 +.0 +.0 +.0 0. + .0 +.0 +.0 +.0 +.0 +5.2 + +' +' +' +' -7 + +.9W 1 - +1.5 23 8 +2. 10.7 6. 10, AFG = TYP. 1 d +1.1 2 ° +.2 +4.9 W1 9.7 22 +.5 +6.4 W1 +16.1 +3.8 .6 + +6.4 F-- 3 +8.1 +73 1.8 + d,.4 .3 + 92 +2.8 + a d 21 +2.7 , +5'6 W1 +5.9 W1 +3.2 .o +5.0 4 +. 5 +1.4 +1.5 3.6 W1 - +6.7 15 20 +. +2. g 131 +13� 5.7 6 J W1 11 +2.4 +3.3 I N G 2 ,+2. III J 7 J 1 4 IL + . 4.9 W1 +7.0 9.0 445 7.7 dB.1 18 0. +3. 9 +1.8 +1.3 2.6 + + 1,9 +6. 1. + ° 1 7 d +1.3 LJ 10 311 + +5.9 11 W1 113 J L + . . +6.8 � + W1 +6 °+5.6 �� +11 d4. +.6 +14 d +1.3 +i d r 9 +3.2 W1 +5.0 //� I 1 2 J - 15 +5. °+1. +6.5 W1 6.0 3 � F- +1 1 +.7 - u 14 +4 0.9 +.2 +.0 +.0 +.0 +.0 +.0 +.2 L 8 3.1 1.2 0.5 0.6 1.6 3.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 00 00 0 39 17 06 05 12 28 4 00 00 00 00 00 00 00 00 00 00 00 00 0 42 20 07 04 09 22 45 W1 W1 +4.2 +1.5 +2 .5 +.6 +.0 5.4 +2.0 +.9 +.4 +.5 +1.2 +.6 +.4 +.3 +.3 +.5 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.5 +.4 +.3 +.3 +.4 +1.7 +1.0 +.6 +.6 +1.2 +4.9 +2.1 +.9 +1.0 +2.6 W1 W1 +7.4 +2.8 +1.0 +1.2 +3.7 9.3 W1 W1 5.5 2.2 0.9 1.1 2.9 +2.0 +1.1 +.6 +.7 +1.3 +.6 +.5 +.3 +.4 +.5 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.6 +.5 +.3 +.4 +.5 +2.0 +1.1 +.6 +.7 +1.3 +5.2 +2.1 +.9 +1.0 +2.9 W1 W1 +7.0 +2.6 +1.0 +1.2 +3.7 W1 W1 +4.7 +2.0 +.9 +1.0 +2.7 +1.7 +1.0 +.6 +.6 +1.2 +.5 +.4 +.3 +.4 +.5 +.3 +.3 +.3 +.3 +.3 +.7 +.5 +.4 +.4 +.6 +2.2 +1.2 +.6 +.7 +1.5 +5.5 +2.2 +.9 +1.1 +3.1 W1 W1 +6.9 +2.5 +1.0 +1.2 +3.8 W1 W1 +4.0 +1.8 +.8 +1.0 +2.5 +1.4 0.9 0.6 0.6 +1.1 +.6 +.5 +.4 +.4 +.5 +.9 +.7 +.5 +.5 +.7 +2.8 +1.4 +.7 +.8 +1.7 +6.0 +2.3 +.9 +1.2 +3.3 8.2, W1 W1 +6.4 +2.3 +1.0 +1.2 +3.7 9.3 W1 W1 +3.2 +1.5 +.7 +.9 +2.2 +1.1 +.7 +.5 +.6 +.9 +.5 +.4 +.4 +.4 +.5 +.9 +.6 +.4 +.4 +.7 +2.5 +1.0 +.5 +.6 +1.5 +3.8 +1.3 +.5 +.7 +2.1 5.7 W1 W1 + +1. +2.3 d 4 - - 1 20 I - + 6 + 2 J L +.2 + 5 d 1.9 2 J 19 ° d +2 3 a 4 +.6 3 L +.2 r d +' ° 4 L ° +2. d +9. 5 BLOCK 1 d° + LOT 1 ° + 8 +2. 6 15 L +° 7 14 +1. ° +3. 8 13 + 4d 9 +1' d 12 o. + 4 +1 L d 10 11 +3 W1 W1 +5.7 +2.1 +.7 +.6 +1.5 +4.2 +2.4 +1.2 +.5 +.4 +1.0 +2.2 +.6 +.5 +.3 +.3 +.4 +.7 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.5 +.4 +.3 +.3 +.4 +.5 +1.9 +1.2 +.6 +.6 +.9 +1.6 +6.2 +2.8 +1.1 +.9 +2.0 +4.7 W1 W1 9.6 +3.9 +1.3 +1.1 +2.9 +7. 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PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION CTM issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 162 W1 W1 +5.7 +2.1 +.7 +.6 +1.5 +4.2 +2.4 +1.2 +.5 +.4 +1.0 +2.2 +.6 +.5 +.3 +.3 +.4 +.7 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.5 +.4 +.3 +.3 +.4 +.5 +1.9 +1.2 +.6 +.6 +.9 +1.6 +6.2 +2.8 +1.1 +.9 +2.0 +4.7 W1 W1 9.6 +3.9 +1.3 +1.1 +2.9 +7. W1 W1 7.1 +3.0 +1.1 +1.0 +2.4 +5.9 +2.4 +1.4 +.7 +.6 +1.2 +2.3 +.6 +.5 +.4 +.4 +.5 +.7 +.3 +.2 +.2 +.2 +.3 +.3 +.2 +.2 +.2 +.2 +.2 +.2 +.6 +.5 +.4 +.3 +.5 +.6 +2.3 +1.4 +.7 +.6 +1.1 +1.9 6.9 +3.0 +1.1 +1.0 +2.3 +5.5 W1 W1 +9.6 +3.9 +1.3 +1.1 +3.1 +7. W1 W1 +6.4 +2.8 +1.1 +1.0 +2.4 +5. +2.0 +1.3 +.7 +.6 +1.2 +2.0 +.6 +.5 +.4 +.4 +.5 +.6 +.3 +.3 +.3 +.3 +.3 +.4 +.7 +.6 +.4 +.4 +.5 +.7 +2.6 +1.6 +.8 +.7 +1.3 +2.3 7.7 +3.3 +1.2 +1.1 +2.6 +6.3 W1 W1 +10.1 +4.0 +1.3 +1.2 +3.3 +8. 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PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION CTM issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 162 +10.1 +4.0 +1.3 +1.2 +3.3 +8. W1 W1 +5.4 +Z6 +1.1 +1.0 +Z3 +5.0 +1.6 +1.1 +.7 +.6 +1.1 +1.6 +.6 +.6 +.5 +.5 +.6 +.6 +.9 +.8 +.5 +.5 +.7 +.9 +3.2 +1.8 +.9 +.8 +1.5 +2.7 +8.5 +3.6 +1.3 +1.1 +3.0 +7 W1 W1 -9.7 +3.9 +1.3 +1.2 +3.4 + . W1 W1 +4.6 +2.3 +1.0 +1.0 +2.2 +4.6 +1.3 +.9 +.6 +.6 +1.0 +1.4 +.6 +.5 +.4 +.4 +.5 +.6 +1.0 +.7 +4 +.4 +.6 +.9 +3.3 +1.6 +0S +.6 +1.3 +2.8 +5.9 +2.2 +.7 +.7 +1.9 +5. 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PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION CTM issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 162 8 d 4 4 20 d + 0.3 d + d 0.2 +5 d 0.5 4 ° d 19 _,,7 4 +6.8 1 .1 +11 9 a +9 4 d ,30 +3.0 +7 3 +.8 18 ° + 3 +.3 + 3 +.2 + 6 4 +.6 �4 BUILDI G 4 17 +2.2 3 7.6 d 16 d ° + .5 5 +2.5 +.7 d + .4 d +.4 ° ° + + 7 0.7 7 2.5 + 6 15 + 3 +8.3 + .1 7 +6.8 d + .8 • 1 4 +1.9 ° +1.6 ° +.7 d + .9 +.9 + .2 8 13 +3.1 d .9 .1 ° 12.4 i.7 9 d +5.6 d �J ° .4 12 +1.6 5 +.6 9 +.9 3.4 10 11 +3.3 .7 6.8 W1 +.5 +1.1 +3.2 W1 +1.6 +.7 +.4 +.8 +1.9 +.6 +.4 +.3 +.4 +.6 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.4 +.3 +.3 +.3 +.4 +1.3 +.7 +.5 +.8 +1.3 +3.3 +1.3 +.8 +1.5 +3.7 W1 W1 +1.7 +1.0 +2.1 +5.9 ' W1 W1 +4.0 +1.6 +.9 +1.8 +4.8 , +1.8 +.9 +.6 +1.0 +2.0 +.6 +.4 +.4 +.5 +.6 +.3 +.2 +.2 +.2 +.3 +.2 +.2 +.2 +.2 +.2 +.5 +4 +0 3 +4 +.4 +1.5 +.8 +.6 +.8 +1.3 W 1 +3.5 +1.3 +.9 +1.7 +4.0 W1 W 1 +4.8 +1.6 +1.0 +2.4 +6.7 W1 +3.6 +1.3 +.9 +1.9 +4.9 +1.5 +.8 +.6 +1.0 +1.8 +.6 +.4 +.4 +.5 +.6 +.4 +.3 +.3 +.3 +.3 +.6 +.4 +.4 +.5 +.6 +1.6 +.8 +.6 +1.0 +1.7 +3.7 +1.3 +.9 +1.9 +4.7 W1 W1 9 +4.8 +1.6 +1.1 +2.4 +6.7 W1 W1 3.2 1.3 0.9 1.8 + + + + +4.3 +1.3 +.8 +.6 0.9 +1.5 +.6 +.5 +.4 +.5 +.6 +.7 +.5 +.5 +.6 +.7 +1.9 +.9 +.7 +1.1 +2.1 +3.9 +1.4 +1.0 +2.0 +5.2 W1 W1 W 1 +4.5 +1.5 +1.1 +2.4 +6.7 - W1 +2.8 +1.1 +.9 +1.7 +4.0 +1.1 +.7 +.6 +.9 +1.4 +.5 +.4 +.4 +.5 +.5 +.7 +.4 +.4 +.5 +.6 +1.6 +.6 +.5 +.8 +1.7 +2.5 +.8 +.6 +1.3 +3.6 W1 W1 +.0 +.0 +.1 +.1 +.1 +.1 +.0 + . + . + . + . + . + . + . + + + +3.8 +2.2 +.9 +.4 +.5 +1.4 +2.9 0.4 �0.0 +.0 0.0 0.0 0.0 0.0 +.0 +.0 +.0 0.0 0.0 +.0 1 0.0 +2.9 +1.4 0.6 +.5 +1.4 +3.0 + .7 0.0 +.0 +.0 0.0 0.0 0.0 0.0 +.0 +.0 +.0 0.0 +.0 + 0 +3.5 +1.7 0.6 0.5 +1.2 +3.0 / +5.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 09 07 04 03 03 05 OB 05 00 00 00 00 00 00 00 00 00 00 0.0 0.0 / 03 OB 05 03 03 06 OB OB 00 00 00 00 00 00 00 0.0 0.0 00 00 00 00 09 96 04 03 06 11 15 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 02 02 01 01 02 02 01 00 00 00 00 00 00 00 00 00 0.0 0.0 0.0 0.2 0.2 0.2 02 02 02 02 02 00 00 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 01 02 02 02 02 02 03 03 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 SITE PLAN - LIGHTING PHOTOMETRICS 1 " = 20'-0" MNDOT RIGHT OF WAY PLAT NO 27-129 d 3.3 ° �D.8 1 0.3 U2 0.5 .9 2 d +7.2 0. 3.1 + 3 d +�O.3 +.2 °4 +.5 4 ° +1S BUILDING 5 +7.2 51 9 + +2.5 5 +.3 +.6 i +2.4 a 6 +9.0 +1 .t +7. +.0 7 ° +.6 +018 +1.9 w +10' ��Jj +1 . ° d+6.9 9 +1.7 d +.6 d a .7 +2.d6 10 76 'AA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION CTM issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 162 W1 +.5 +1.1 +3.2 W1 +1.6 +.7 +.4 +.8 +1.9 +.6 +.4 +.3 +.4 +.6 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.4 +.3 +.3 +.3 +.4 +1.3 +.7 +.5 +.8 +1.3 +3.3 +1.3 +.8 +1.5 +3.7 W1 W1 +1.7 +1.0 +2.1 +5.9 ' W1 W1 +4.0 +1.6 +.9 +1.8 +4.8 , +1.8 +.9 +.6 +1.0 +2.0 +.6 +.4 +.4 +.5 +.6 +.3 +.2 +.2 +.2 +.3 +.2 +.2 +.2 +.2 +.2 +.5 +4 +0 3 +4 +.4 +1.5 +.8 +.6 +.8 +1.3 W 1 +3.5 +1.3 +.9 +1.7 +4.0 W1 W 1 +4.8 +1.6 +1.0 +2.4 +6.7 W1 +3.6 +1.3 +.9 +1.9 +4.9 +1.5 +.8 +.6 +1.0 +1.8 +.6 +.4 +.4 +.5 +.6 +.4 +.3 +.3 +.3 +.3 +.6 +.4 +.4 +.5 +.6 +1.6 +.8 +.6 +1.0 +1.7 +3.7 +1.3 +.9 +1.9 +4.7 W1 W1 9 +4.8 +1.6 +1.1 +2.4 +6.7 W1 W1 3.2 1.3 0.9 1.8 + + + + +4.3 +1.3 +.8 +.6 0.9 +1.5 +.6 +.5 +.4 +.5 +.6 +.7 +.5 +.5 +.6 +.7 +1.9 +.9 +.7 +1.1 +2.1 +3.9 +1.4 +1.0 +2.0 +5.2 W1 W1 W 1 +4.5 +1.5 +1.1 +2.4 +6.7 - W1 +2.8 +1.1 +.9 +1.7 +4.0 +1.1 +.7 +.6 +.9 +1.4 +.5 +.4 +.4 +.5 +.5 +.7 +.4 +.4 +.5 +.6 +1.6 +.6 +.5 +.8 +1.7 +2.5 +.8 +.6 +1.3 +3.6 W1 W1 +.0 +.0 +.1 +.1 +.1 +.1 +.0 + . + . + . + . + . + . + . + + + +3.8 +2.2 +.9 +.4 +.5 +1.4 +2.9 0.4 �0.0 +.0 0.0 0.0 0.0 0.0 +.0 +.0 +.0 0.0 0.0 +.0 1 0.0 +2.9 +1.4 0.6 +.5 +1.4 +3.0 + .7 0.0 +.0 +.0 0.0 0.0 0.0 0.0 +.0 +.0 +.0 0.0 +.0 + 0 +3.5 +1.7 0.6 0.5 +1.2 +3.0 / +5.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 09 07 04 03 03 05 OB 05 00 00 00 00 00 00 00 00 00 00 0.0 0.0 / 03 OB 05 03 03 06 OB OB 00 00 00 00 00 00 00 0.0 0.0 00 00 00 00 09 96 04 03 06 11 15 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 02 02 01 01 02 02 01 00 00 00 00 00 00 00 00 00 0.0 0.0 0.0 0.2 0.2 0.2 02 02 02 02 02 00 00 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 01 02 02 02 02 02 03 03 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 SITE PLAN - LIGHTING PHOTOMETRICS 1 " = 20'-0" MNDOT RIGHT OF WAY PLAT NO 27-129 d 3.3 ° �D.8 1 0.3 U2 0.5 .9 2 d +7.2 0. 3.1 + 3 d +�O.3 +.2 °4 +.5 4 ° +1S BUILDING 5 +7.2 51 9 + +2.5 5 +.3 +.6 i +2.4 a 6 +9.0 +1 .t +7. +.0 7 ° +.6 +018 +1.9 w +10' ��Jj +1 . ° d+6.9 9 +1.7 d +.6 d a .7 +2.d6 10 76 'AA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION CTM issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 162 'AA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION CTM issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 162 issuE1) FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. j)j i�4 Signature DEREK R. SACHS, P.E. Printed name 03/03/25 44638 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2025 - ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/25 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 162 DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS oo LP oD N N a 0 PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 162 STRUCTURAL NOTES 1 1.1 2 2.1 2.2 2.3 3 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4 4.1 5 5.1 5.2 5.3 5.4 5.5 5.6 6 6.1 6.2 6.3 6.3.1 6.3.2 6.4 6.5 6.6 6.7 BUILDING CODE: THE 2020 MINNESOTA BUILDING CODE BASED ON THE 2018 INTERNATIONAL BUILDING CODE. DESIGN LOADS: ROOFS: SNOW: GROUND SNOW LOAD, Pg.......................................................50 PSF 2 ROOF SNOW LOAD, Pf.............................................................SEE 2/S122* EXPOSURE FACTOR, Ce..........................................................1.0 IMPORTANCE FACTOR, Is........................................................1.0 THERMAL FACTOR, Ct..............................................................1.1 LIVE: ROOF LIVE LOAD......................................................................20 PSF (REDUCIBLE)** WIND: BASIC WIND SPEED, V............................................................109 MPH ULTIMATE RISK CATEGORY...................................................................................................II IMPORTANCE FACTOR, IW................................................................................. .1.0 EXPOSURE............................................................................................................0 INTERNAL PRESSURE COEFFICIENT, GCpi........................................................±0.18 COMPONENT DESIGN PRESSURE......................................................................SEE TABLE * PLUS SNOW ACCUMULATION IN ACCORDANCE WITH SECTION 1608 OF THE IBC. ** LIVE LOAD BASED ON ASCE 7-16 TABLE C4.3-1 ACCESSIBLE FURRED CEILING LIVE LOAD. THE LIDS FOR INTERIOR OFFICE ARE DESIGNED TO SUPPORT CEILING AND MECHANICAL ONLY. THE LID FOR INTERIOR STRUCTURES ARE NOT ACCESSIBLE AND ARE NOT INTENDED FOR STORAGE. COMPONENT AND CLADDING ULTIMATE WIND PRESSURE TABLE IN PSF 1.2 LOCATION EXTERIOR WALLS GROSS ROOF UPLIFT TRIBUTARY AREA TRIBUTARY AREA 10 SQ. FT. 100 SQ. FT. 10 SQ. FT. 100 SQ. FT. TYPICAL ±28 ±24 -38 -11 WITHIN 8 FEET OF BUILDING CORNER ±37 ±29 FROM RIDGE OF ROOF TO 8 FEET FROM EDGE -60 -27 FROM EDGE OF ROOF TO 8 FEET FROM EDGE -60 -27 FROM 8 FEET FROM BUILDING CORNER & RIDGE CORNER (8 FEET WIDE) -73 -32 1 LINEAR INTERPOLATION MAY BE USED FOR TRIBUTARY AREAS BETWEEN THOSE SHOWN 2PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE PROJECTED SURFACES, RESPECTIVELY GENERAL NOTES: CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR THE SAFETY OF PERSONS AND PROPERTY. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. DURING ERECTION OF THE STRUCTURE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TEMPORARY GUYING, SHORING, BRACING, FORMING, ETC. TO HOLD THE STRUCTURE IN PROPER ALIGNMENT AND TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, TEMPERATURE DIFFERENTIALS, STOCKPILES OF MATERIAL AND EQUIPMENT. SUCH MEASURES SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY AND UNTIL ALL FRAMING AND CONNECTIONS INCLUDING ROOF DECK ARE IN PLACE. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF SUCH TEMPORARY MEASURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW BY THE ENGINEER. ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS, ELECTRICAL DRAWINGS, TELECOMMUNICATION DRAWINGS, FIRE PROTECTION DRAWINGS, EQUIPMENT DRAWINGS AND RELATED ITEMS ARE BY OTHERS. CONTRACTOR AND SUBCONTRACTORS SHALL THOROUGHLY REVIEW ALL DRAWINGS AND SPECIFICATIONS PRIOR TO SUBMITTING BIDS. MISCELLANEOUS FASTENERS, CLIPS, ETC. THAT ARE NOT DETAILED ON THE DRAWINGS BUT ARE PART OF THE REQUIREMENTS FOR FULL INSTALLATION OF ALL STRUCTURAL SYSTEMS ARE TO BE PART OF THE BID. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE BID. DURING THE BIDDING STAGE, CONTRACTOR SHALL REQUEST AN INTERPRETATION OF CONFLICTS PRIOR TO BIDDING. IF NO REQUEST IS MADE, BOTH PROVISIONS SHALL BE PRESUMED TO BE INCLUDED IN THE BID AND THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH PROVISION GOVERNS, AND THE CONTRACTOR SHALL PERFORM THE WORK AT NO ADDITIONAL COST TO THE OWNER. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONSTRUCTION DRAWINGS AND/OR SPECIFICATIONS AND/OR EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL COORDINATE ALL DEPRESSIONS, DIMENSIONS, ELEVATIONS, SLEEVES, CHASES, HANGERS, OPENINGS, BLOCK OUTS, INSERTS, ANCHORS, EQUIPMENT SUPPORTS, AND DETAILS WITH THE ENTIRE CONSTRUCTION PACKAGE INCLUDING ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS, ELECTRICAL DRAWINGS, TELECOMMUNICATION DRAWINGS, FIRE PROTECTION DRAWINGS AND EQUIPMENT DRAWINGS. FOR CONCRETE AND MASONRY CONSTRUCTION THE INSERTS, EMBEDDED PLATES, ETC. SHALL NOT INTERFERE WITH REINFORCEMENT LOCATIONS. MECHANICAL UNITS SUPPORTED BY ROOF OR FLOOR STRUCTURE ARE SUBJECT TO THE ACCEPTANCE OF THE STRUCTURAL ENGINEER. PROVISIONS FOR FUTURE EXPANSION: NO PROVISIONS FOR FUTURE EXPANSION HAVE BEEN INCLUDED IN DESIGN. FOOTINGS AND SOIL DATA: THE STRUCTURE IS DESIGNED FOR THE FOLLOWING: MAXIMUM ALLOWABLE SOIL BEARING CAPACITY...........................................1500 PSF (ASSUMED) FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SOIL OR ON COMPACTED, ENGINEERED FILL. ALL SUBGRADE SHALL BE PREPARED AND COMPACTED ACCORDING TO THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. ALL TOPSOIL, FILL AND OTHER UNSUITABLE BEARING MATERIAL SHALL BE REMOVED. A GEOTECHNICAL ENGINEER SHALL INSPECT THE EXCAVATED AREA TO ENSURE ALL MATERIALS REQUIRING REMOVAL HAVE BEEN REMOVED AND TO VERIFY THE SOIL BEARING CAPACITY USED FOR DESIGN PRIOR TO CONCRETE PLACEMENT. EMBEDMENT DEPTH FROM EXTERIOR GRADE TO BOTTOM OF FOOTING SHALL NOT BE LESS THAN T-6" (HEATED STRUCTURES) AND 5'-0" (UNHEATED STRUCTURES). DURING WINTER CONSTRUCTION ALL FOOTINGS SHALL BE CONSIDERED UNHEATED STRUCTURES UNLESS INDICATED OTHERWISE IN THE GEOTECHNICAL REPORT. BOTTOM OF FOOTING ELEVATION SHALL BE LOWERED AS REQUIRED TO MEET THIS MINIMUM. BACKFILL SHALL BE PLACED AND COMPACTED AGAINST BOTH SIDES OF FOUNDATION WALLS SIMULTANEOUSLY. MUD SLABS, FOOTINGS OR SLABS SHALL NOT BE PLACED ONTO OR AGAINST SUBGRADE CONTAINING FREE WATER, FROST OR ICE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT ANY FROST OR ICE FROM PENETRATING ANY FOOTING OR SLAB SUBGRADE BEFORE AND AFTER PLACING CONCRETE UNTIL SUCH SUBGRADES ARE FULLY PROTECTED BY THE PERMANENT BUILDING STRUCTURE OR PROPER DEPTH OF BURY. REINFORCED CONCRETE: DESIGN CODE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318), LATEST ADOPTION. CONCRETE MIXES SHALL BE DESIGNED PER ACI 301 USING THE FOLLOWING: PORTLAND CEMENT CONFORMING TO ASTM C150 OR C595 AGGREGATE CONFORMING TO ASTM C33. ADMIXTURES CONFORMING TO ASTM C494, C1017, AND C260. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE. CONCRETE SHALL BE READY -MIXED IN ACCORDANCE WITH ASTM C94. MATERIAL STRENGTHS: PROVIDE THE FOLLOWING CONCRETE PROPERTIES: COMPRESSIVE MAX MAX WATER DESCRIPTION STRENGTH (fc) AGGREGATE SLUMP2 TO CEMENT AT 28 DAYS SIZE RATIOS (W/C)3 FOOTINGS 3000 PSI 1 '/2' 4" ± 1" 0.57 FOUNDATION WALLS 4000 PSI %11 4" ± 1" 0.45 INTERIOR SLABS ON GRADE 4000 PSI %11 3" ± 1" 0.43 ANY CONCRETE SUBJECT TO FREEZE -THAW CYCLES (5% ENTRAINED AIR) 4500 PSI %11 4" ± 1" 0.45 ALL OTHER CONCRETE 4000 PSI 3/4' 4" ± 1" 0.43 TOLERANCE ON AIR CONTENT AS DELIVERED SHALL BE ± 1.5%. 2 PRIOR TO ADDITION OF PLASTICIZER OR HIGH -RANGE WATER -REDUCER 3THESE W/C RATIOS MAYBE LOWER THAN NECESSARYTO PROVIDE THE SPECIFIED STRENGTHS. REINFORCING STEEL: BARS, STIRRUPS AND TIES.................................................................................ASTM A615, GR. 60 WELDED WIRE FABRIC........................................................................................ASTM A1064 PLACEMENT OF CONCRETE AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI AND CRSI STANDARDS. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS. FURNISH THE FOLLOWING CONCRETE COVER ON REINFORCING BARS UNLESS SHOWN OTHERWISE ON DRAWINGS: SLABS ON GRADE.................................................................................................CENTER MESH OR BARS IN SLAB PIERS.....................................................................................................................1 1/2" COVER ON TIES FOOTINGS.............................................................................................................3" COVER ON BOTTOM AND SIDES WALLS....................................................................................................................CENTER REINFORCING IN ALL ALL WELDED WIRE FABRIC SHALL BE TRANSPORTED AND DELIVERED IN FLAT SHEETS. 6.8 WELDING (INCLUDING TACKING) OF BARS OTHER THAN ASTM A706 SHALL NOT BE ALLOWED. WELDING OF ASTM A706 BARS SHALL CONFORM TO AWS D1.4. 6.9 MAINTAIN CONCRETE IN A CONTINUOUSLY DAMP AND WET CONDITION FOR NOT LESS THAN 7 DAYS AFTER PLACING. PROTECT FROM MOISTURE LOSS WITH SHEETING OR SPRAY -ON MEMBRANE MEETING ASTM C309 AND COMPATIBLE WITH FLOOR COVERINGS. 6.10 FINISHING REQUIREMENTS ARE AS FOLLOWS (REFER TO ACI 301): SMOOTH RUBBED FINISH ON EXPOSED FORM SURFACES. WOOD FLOAT FINISH ON SLABS TO RECEIVE TOPPING. STEEL TROWEL FINISH ON INTERIOR SLABS AND SLABS TO RECEIVE FINISH FLOORING. BROOM FINISH ON WALKS, STAIRS AND EXTERIOR CONCRETE PEDESTRIAN PAVING. NONSLIP FINISH SHALL BE APPLIED WITH ALUMINUM OXIDE TYPE SURFACE TREATMENT. 6.11 DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE UNLESS SPECIFICALLY INDICATED OR ACCEPTED BY THE ENGINEER. 6.12 PROVIDE CORNER BARS EQUAL IN SIZE AND SPACING TO WALL HORIZONTAL REINFORCEMENT UNLESS OTHERWISE DETAILED. 6.13 IN SLABS PROVIDE (2) #4x4'-0" DIAGONAL BARS AT 45 DEGREES AT ALL CORNERS OF OPENINGS AND RE-ENTRANT CORNERS. 6.14 AT WALL OPENINGS, PROVIDE (2) #4 BARS ON ALL SIDES EXTENDING 2'-0" BEYOND THE OPENING AND (2) #4x4'-0" DIAGONAL BARS AT 45 DEGREES AT ALL CORNERS. 6.15 COLD WEATHER CONCRETING SHALL FOLLOW PROCEDURES IN ACI 306. 6.16 HOT WEATHER CONCRETING SHALL FOLLOW PROCEDURES IN ACI 305. 6.17 PROVIDE 32 BAR DIAMETER LAP LENGTHS FOR WALL FOOTINGS UNLESS NOTED OTHERWISE. FOR OTHER LAP LENGTHS PROVIDE CLASS B LAP SPLICES IN ACCORDANCE WITH ACI 318. 6.18 BAR SUPPORTS AND HOLDING BARS SHALL BE PROVIDED FOR ALL REINFORCING STEEL TO ENSURE COMPLIANCE WITH MINIMUM CONCRETE COVER. BAR SUPPORTS SHALL BE PLASTIC, PLASTIC TIPPED, EPDXY COATED OR STAINLESS STEEL FOR UNCOATED STEEL. BAR SUPPORTS FOR COATED STEEL SHALL BE PLASTIC, PLASTIC COATED OR EPDXY COATED. 6.19 PLACE CONCRETE SLABS IN ALTERNATING STRIPS PER ACI 302.1. REFER TO CONSTRUCTION JOINT DETAILS IN DRAWINGS. 6.20 FORMWORK SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE ALL SHORING. 6.21 VERTICAL WALL CONSTRUCTION JOINTS SHALL BE FORMED WITH VERTICAL BULKHEADS AND KEYWAYS. WALL REINFORCING SHALL BE CONTINUOUS THROUGH THE JOINT OR SHALL BE DOWELED WITH AN EQUIVALENT AREA OF REINFORCEMENT UNLESS NOTED OTHERWISE. 6.22 SPECIAL ADDITIONAL REQUIREMENTS FOR SLABS ON GRADE: 6.22.1 DESIGN STANDARD: GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION (ACI 302.1) 6.22.2 REFER TO GEOTECHNICAL REPORT FOR VAPOR BARRIER, ENGINEERED FILL AND SUBGRADE COMPACTION REQUIREMENTS. 6.22.3 LAP ADJOINING WELDED WIRE FABRIC AT LEAST TWO FULL MESHES. 6.22.4 WALKWAYS AND OTHER EXTERIOR SLABS, IF SHOWN ON THE STRUCTURAL DRAWINGS, ARE FOR INFORMATION ONLY. WALKS SHALL BE REINFORCED WITH A MINIMUM OF 5x6 - W1.4xW1.4 WELDED WIRE FABRIC UNLESS OTHERWISE NOTED. SEE THE SITE PLAN, CIVIL DRAWINGS AND ARCHITECTURAL DRAWINGS FOR LOCATIONS, DIMENSIONS, ELEVATIONS, JOINTING DETAILS AND FINISH DETAILS. 6.22.5 SEE THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DEPRESSED SLAB AREAS AND DRAINS. SLOPE SLAB TO DRAINS WHERE SHOWN. 6.22.6 FINISH TOLERANCE OF ALL SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 R. 7 POST -INSTALLED FASTENING: 7.1 POST -INSTALLED SYSTEMS ARE BASED ON THE FOLLOWING (UNLESS NOTED OTHERWISE): 7.1.1 8 8.1 8.2 8.3 8.4 8.5 8.6 8.7 9 9.1 9.2 DESCRIPTION ANCHOR/ADHESIVE APPLICATIONS ADHESIVES HILTI HIT-HY200 CONCRETE EXPANSION ANCHOR HILTI KWIK BOLT 3 (TZ) --- SCREW ANCHOR I HILTI HUS-EZ --- SUBSTITUTIONS WILL BE CONSIDERED PROVIDED THE CONTRACTOR SUPPLIES DOCUMENTATION OF EQUAL OR GREATER CAPACITY BASED ON ANCHOR SIZE, EMBEDMENT DEPTH, SPACING AND EDGE DISTANCE. POST -INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. STRUCTURAL STEEL: DESIGN CODE: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360), LATEST ADOPTION. MATERIAL SPECIFICATIONS (UNLESS NOTED OTHERWISE): STRUCTURAL STEEL ROLLED SHAPES, PLATES & BARS...............................ASTM A36 HOLLOW STRUCTURAL SECTIONS....................................................................ASTM A500, GR C CONNECTION BOLTS...........................................................................................ASTM A325 THREADED RODS..............................................................................................ASTM A36 ANCHOR RODS ................................................................................................ASTM F1554, GR 36 WELDS (E70XX ELECTRODES)............................................................................AWS D1.1 NON -SHRINK GROUT (7,000 PSI).........................................................................ASTM C1107, GR. A ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), LATEST ADOPTION. PROVISION 4.4 AND APPENDIX A OF THE AISC CODE OF STANDARD PRACTICE ARE SPECIFICALLY DELETED FROM THE PROJECT CONTRACT DOCUMENTS. THE FABRICATOR SHALL PROVIDE ITS SCHEDULE FOR THE SUBMITTAL OF SHOP AND ERECTION DRAWINGS A MINIMUM OF 14 DAYS PRIOR TO FIRST SUBMITTAL. ALL COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. HAVE BEEN DESIGNED FOR THE FINAL COMPLETED CONDITION AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL LOADINGS ENCOUNTERED DURING STEEL ERECTION AND CONSTRUCTION. CONFORMANCE TO OR DEVIATION FROM ALLOWABLE CAPACITIES DURING ERECTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR (SEE GENERAL NOTES). BEAMS SHALL BE FABRICATED AND ERECTED FOR PLACEMENT WITH THE NATURAL CAMBER UP. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.1. UNLESS OTHERWISE NOTED, PROVIDE CONTINUOUS FILLET WELDS PER AISC REQUIREMENTS MEETING MINIMUM THICKNESSES ALLOWED PER THICKNESS OF MATERIAL WELDED. ALL FILLER MATERIAL SHALL HAVE A MINIMUM YIELD STRENGTH OF 58 KSI. STRUCTURAL STEEL PERMANENTLY EXPOSED TO VIEW SHALL BE SHOP -PRIMED WITH ONE COAT OF SSPC 15-68, TYPE 1 (RED OXIDE) PAINT. DAMAGE DURING TRANSPORTING, ERECTING AND FIELD WELDING PROCESSES SHALL BE REPAIRED TO MATCH THE SHOP APPLIED COATING. STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER INCLUDING BRICK SHELF ANGLES AND ALL OTHER EXTERIOR WALL LINTELS SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. PROVIDE VENT HOLES FOR GALVANIZING AS REQUIRED. SEAL ALL VENT HOLES AFTER GALVANIZING. REPAIR OF GALVANIZED SURFACES SHALL BE PERFORMED WITH A MINIMUM OF 2 COATS OF COLD -GALVANIZING PRODUCT. WOOD: DESIGN CODE: NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION (AF&PA), LATEST ADOPTION. MATERIALS (FOLLOWING INDICATE MINIMUM GRADES UNO ON DRAWINGS): DESCRIPTION SPECIES & GRADE DESIGN VALUES (PSI) COMMENTS Fb Fc-L Fcll E (x106) FRAMING LUMBER Dimensional Lumber (2"-4") SPRUCE -PINE -FIR NO. 2 875 425 1150 1.4 Timbers (5"x5" and larger) SPRUCE -PINE -FIR NO. 2 500 425 500 1.0 STUD BEARING WALLS (STUDS) SPRUCE -PINE -FIR NO. 2 875 425 1150 1.4 LAMINATED VENEER LUMBER (LVL) 1.9E 2600 750 2510 1.9 LUMBER (PSL) 2.0E 2900 750 2900 2 BOTTOM PLATES AT FOUNDATION WALLS (IN CONTACT WITH CONCRETE) SOUTHERN -PINE NO. 2 1000 565 1400 1.4 PRESSURE PRESERVATIVE TREATED 9.2.1 RIM BOARDS AND BLOCKING: 1 '/8" APA PERFORMANCE RATED OSB RIM BOARD. ALL RIM BOARDS AND BLOCKING TO BE FASTENED TO WALL ABOVE AND BELOW WITH A MINIMUM OF 8d NAILS AT 6" OC AT ALL LOCATIONS. 9.2.2 FIRE -RETARDANT -TREATED (FRT) LUMBER SHALL BE IN ACCORDANCE WITH AWPA SPECIFICATIONS- 9-2-3 ROOF DECK: 5/8" (NOMINAL) EXTERIOR GRADE APA RATED PLYWOOD, FACE GRAIN ACROSS SUPPORTS, JOINTS TO BE STAGGERED WITH PLYWOOD ROOF SHEATHING CLIPS AT 24" OC. GLUE AND NAIL WITH 8d NAILS AT 6" OC AT ALL EDGES, INTERMEDIATE FRAMING TO BE NAILED WITH 8d NAILS AT 12" OC. 9.2.4 WALL SHEATHING: 1/2" (NOMINAL) EXTERIOR GRADE APA RATED GYPSUM BOARD (GWB) LINO, HORIZONTAL JOINTS TO BE STAGGERED OR BLOCKED. NAIL WITH 8d NAILS AT 6" OC AT ALL EDGES, INTERMEDIATE FRAMING TO BE NAILED WITH 8d NAILS AT 12" OC 9.2.5 BUILT UP STUDS, HEADERS, BEAMS, COLUMNS, AND OTHER MEMBERS TO BE CONNECTED PER IBC FASTENING SCHEDULE (UNO ON DRAWINGS) 9.3 WALL STUDS SHALL BE CONSTRUCTED IN TIGHT CONTACT WITH TOP PLATES, HEADERS, AND BOTTOM PLATES. 9.4 SPLICES IN AXIALLY LOADED STUDS ARE NOT PERMITTED. ALL NAILS TO BE FULLY DRIVEN WITH HEAD FLUSH TO SURFACE. NEITHER UNDER -DRIVE NOR OVER -DRIVE NAILS UNO. 9.5 PROVIDE POSTS AT EACH LEVEL BELOW POSTS ABOVE, MATCH POST SIZE ABOVE, UNLESS NOTED OTHERWISE. 9.6 WHERE LINTELS (HEADERS) FRAME INTO STUD WALLS, PROVIDE DOUBLE STUDS BELOW BEARING FOR 1 AND 2-MEMBER LINTELS UNO. PROVIDE A MINIMUM OF 2 FULL HEIGHT STUDS ADJACENT TO BEARING STUDS, UNLESS NOTED ON DRAWINGS. 9.7 DO NOT CUT CHORD OR WEB MEMBERS OF TRUSSES OR PRE -FABRICATED JOISTS. IF THERE IS INTERFERENCE, NOTIFY THE ENGINEER FOR DIRECTION. CUTTING OF PRE -FABRICATED JOISTS MUST COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. 9.8 SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE PRESERVATIVE TREATED. 9.9 ALL LUMBER CONNECTORS TO BE SUPPLIED BY USP OR SIMPSON STRONG -TIE. WHERE LUMBER CONNECTORS ARE TO BE USED BUT ARE NOT CALLED OUT IN THESE DRAWINGS THEY ARE TO BE DESIGNED AND SUPPLIED BY USP OR SIMPSON STRONG -TIE FOR THE REACTION SHOWN ON THESE DRAWINGS. WHEN USING STEEL LUMBER CONNECTORS FILL ALL NAIL HOLES TO ACHIEVE PUBLISHED VALUE. WHERE MORE STRINGENT, THESE DRAWINGS SUPERSEDE DIRECTIONS IN PRODUCT CATALOG BUT REFER TO PRODUCT CATALOG FOR TYPICAL INSTALLATION INSTRUCTIONS. 10 WOOD TRUSSES: 10.1 DESIGN, FABRICATION AND CONSTRUCTION OF PRE-ENGINEERED WOOD TRUSSES SHALL CONFORM TO THE LATEST ADOPTION NDS OF AF&PA AND THE NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION (ANSI/TPI 1, LATEST EDITION) OF THE TPI. 10.2 TRUSS DEPTHS AND PROFILES ARE SHOWN IN THE PLANS. MATERIALS AND DESIGN ARE PER MANUFACTURER FOR LOADS INDICATED. LIVE LOAD DEFLECTION OF OVERALL MEMBER SHALL BE LIMITED TO A MAXIMUM OF L/480. LIVE LOAD DEFLECTION OF TOP CHORD SHALL BE LIMITED TO A MAXIMUM OF L/480 BETWEEN PANEL POINTS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S STANDARD SPECIFICATIONS, COMPLETE WITH BRACING CONNECTIONS INCLUDING TRUSS HANGERS AND UPLIFT ANCHORS, AND ALL OTHER NECESSARY ACCESSORIES FOR COMPLETE INSTALLATION. 10.3 CONNECTOR PLATES SHALL BE NOT LESS THAN 0.036 INCHES (20 GAUGE) IN UNCOATED THICKNESS, SHALL MEET OR EXCEED ASTM GRADE A OR HIGHER AND SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A653 (COATING G60). MINIMUM STEEL YIELD STRESS SHALL BE 33,000 PSI. 10.4 TRUSSES SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACILITY. TRUSSES SHALL BE MANUFACTURED BY EXPERIENCED WORKERS, USING PRECISION CUTTING, JIGGING AND PRESSING EQUIPMENT UNDER THE REQUIREMENTS IN THE ANSI/TPI 1. 10.5 WOOD TRUSSES SHALL BE ERECTED IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S REQUIREMENTS. THIS WORK SHALL BE DONE BY A QUALIFIED AND EXPERIENCED CONTRACTOR. 10.6 THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE TRUSSES. THE GUIDELINES SET FORTH BY THE TPI PUBLICATION "BUILDING COMPONENT SAFETY INFORMATION, BCSI 2006: GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" SHALL BE A MINIMUM REQUIREMENT. 10.7 TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED NOR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN APPROVAL OF THE TRUSS SUPPLIER'S STRUCTURAL ENGINEER. 10.8 TRUSSES SHALL BE PERMANENTLY BRACED PER WTCA COMMENTARY FOR PERMANENT BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. TEMPORARY BRACING (IF REQUIRED) IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PER DSB-89 AND HIB-91 AS A MINIMUM. 10.9 COORDINATE MECHANICAL EQUIPMENT LOADS AND LOCATIONS WITH MECHANICAL/ARCHITECTURAL DRAWINGS AND MECHANICAL CONTRACTOR. 11 SUBMITTALS: 11.1 GENERAL SUBMITTAL REQUIREMENTS 11.1.1 CONTRACTOR SHALL REVIEW, STAMP, SIGN AND DATE ALL SUBMITTALS PRIOR TO FORWARDING TO ARCHITECT/ENGINEER. THE ENGINEER'S REVIEW IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK AND COORDINATE THE SUBMITTALS THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS IN THE SUBMITTALS. 11.1.2 SHOP DRAWINGS SHALL BE IN THE FORM OF BLACK -LINE PRINTS OR PORTABLE DOCUMENT FORMAT (PDF) FOR REVIEW. DRAWINGS LISTED BELOW AS "CERTIFIED" SHALL BEAR THE SIGNED AND DATED SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. IN NO CASE SHALL REPRODUCTIONS OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. DRAWINGS SHALL SHOW ERECTION PLANS, DIMENSIONS, BRACING AND BRIDGING REQUIREMENTS, DETAILS, SUPPORTED MECHANICAL EQUIPMENT AND PIPING. SUBMITTALS ARE REQUIRED. 11.1.3 SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED PRIOR TO FABRICATION 11.2 CONCRETE: 11.2.1 CONCRETE MIX DESIGN(S) SHALL BE SUBMITTED TO ENGINEER FOR REVIEW. 11.2.2 REINFORCING STEEL SHOP DRAWINGS. 11.3 STRUCTURAL STEEL: 11.3.1 CERTIFIED SHOP DRAWINGS 11.4 WOOD:. 11.4.1 CERTIFIED PRE -MANUFACTURED WOOD TRUSS SHOP DRAWINGS AND CALCULATIONS. SHOP DRAWINGS SHOULD BE SEALED BY ENGINEER IN CHARGE OF DESIGN IN THE STATE OF MINNESOTA. 11.4.1.1 CALCULATIONS SHALL INCLUDE MEMBER SIZES, SPECIES, GRADE AND MOISTURE CONTENT. 12 SPECIAL INSPECTION: 12.1 SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1701 THE FOLLOWING PORTIONS OF CONSTRUCTION: 12.1.1 SOILS: 12.1.2 BACKFILL AND COMPACTION 12.1.3 CONCRETE: 12.1.3.1 DURING TAKING OF TEST SPECIMENS. 12.1.3.2 REINFORCEMENT - PRIOR TO PLACING CONCRETE. 12.1.3.3 BOLTS INSTALLED IN CONCRETE. 12.1.4 STRUCTURAL STEEL: 12.1.4.1 ONLY APPROVED FABRICATORS IN ACCORDANCE WITH IBC 1704.2.2 SHALL BE USED. 12.1.4.2 FULL TIME INSPECTION IN ACCORDANCE WITH AISC 341 SHALL BE REQUIRED EXCEPT FOR THE FOLLOWING ITEMS WHICH REQUIRE PERIODIC INSPECTION, INCLUDING 100% VISUAL INSPECTION: 12.1.4.3 SINGLE -PASS FIELD -PERFORMED FILLET WELDS NOT EXCEEDING 5/16". 12.1.4.4 WELDING OF REINFORCING STEEL. 12.1.4.5 VERIFICATION OF WELDER QUALIFICATIONS, WELDING PROCEDURES AND MATERIALS. 12.1.4.6 HIGH STRENGTH BOLTING (A325 AND A490) 12.1.4.7 VERIFICATION OF MATERIALS. 12.1.4.8 VERIFICATION OF TIGHTENING METHOD. 12.1.4.9 PERIODIC INSPECTION, INCLUDING RANDOM VERIFICATION OF PROPER TIGHTENING. 12.1.5 EXPANSION AND ADHESIVE ANCHORS. 12.1.5.1 PERIODIC INSPECTION DURING ANCHORAGE. 12.2 WOOD FRAMING: 12.2.1 WIND RESISTANCE SYSTEM (SHEAR WALL SHEATHING ATTACHMENT) 12.3 REPORTS FOR THE ABOVE SHALL BE SUBMITTED TO THE ENGINEER. ALL REPORTS SHALL CLEARLY INDICATE COMPLIANCE OR NON-COMPLIANCE. 12.4 THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR AT LEAST 48 HOURS IN ADVANCE FOR WORK THAT WILL REQUIRE INSPECTION OR TESTING. 12.5 UPON COMPLETION OF EACH PHASE OF THE WORK, THE SPECIAL INSPECTOR SHALL SUBMIT A LETTER STATING COMPLIANCE WITH AND VARIANCES FROM THE PROJECT REQUIREMENTS (IF ANY). 12.6 UPON COMPLETION OF THE PROJECT, THE SPECIAL INSPECTOR SHALL SUBMIT A LETTER STATING COMPLIANCE WITH THE PROJECT REQUIREMENTS INCLUDING MEASURES TAKEN TO CORRECT PREVIOUSLY IDENTIFIED NON -COMPLYING ITEMS. ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE AWPA AMERICAN WOOD PROTECTION ASSOCIATION AF&P AMERICAN FOREST & PAPER ASSOCIATION AWS AMERICAN WELDING SOCIETY A AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION CRSI CONCRETE REINFORCING STEEL INSTITUTE AISI AMERICAN IRON AND STEEL INSTITUTE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION APA ENGINEERED WOOD ASSOCIATION TPI TRUSS PLATE INSTITUTE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS WTCA WOOD TRUSS COUNCIL OF AMERICA SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE Program Summary Schedule Project Name: ORONO GARAGES CONDOS Project Number: Project Location: 430 OLD CRYSTAL BAY RD Permit Number: ORONO. MN 55356 Project Section Description (3) Type of Inspector 4 Report Frequency 5 Assigned Firm (6) Section Article 1705.3 Table 1705.3, 1705.3.1 Concrete Reinforcement SI S Weekly 1705.5 1705.10.1 Wood Construction SI-S Weekly 1705.6 Table 1705.6 Soils SI-S Weekly 1705.11 - Wind Resistance System Shear wall sheathing attachment SI-S Weekly Notes: This schedule shall be filled out and included in the Special Structural and Inspection Program. (1) Permit Number to be provided by the Building Official. (2) Referenced to the specific technical scope section in the program. (3) Us descriptions per IBC Chapter 17, as adopted by ??? Building Code. (4) Special Inspector - Technical, Special Inspector - Structural. (5) Weekly, monthly, per test/inspection, per floor, etc. (6) Firm contracted to perform services. ACKNOWLEDGEMENTS Each appropriate representative shall sign below: Owner: Firm: Date: Contractor: Firm: Date: Architect: Firm: Date: SER: Mark D. Mielke Firm: VAA, LLC Date: 02/28/2025 SI-S: Firm: Date: SI-T: Firm: Date: TA: Firm: Date: F: Firm: Date: If requested by engineer/architect of record or building official, the individual names of all prospective special inspectors and the work they intend to observe shall be identified. Legend: SER = Structural Engineer of Record SI-T = Special Inspector - Technical TA = Testing Agency SI-S = Special Inspector - Structural F = Fabricator Accepted for the Building Department by: Date: �,%J 1 *1 - A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION SJF ISSUED FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws -f the State of Minnesota. Z�z ignature MARK D. MIELKE, P.E. Printed name 03/03/2025 41957 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC2025- ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/2025 KAZ DESIGNED: CHECKED: APPROVED: JML SJF/AMR BMS DRAWING TITLE: BUILDING 2 STRUCTURAL NOTES PROJECT NO: DRAWING NO: 240776 SCALE: S 0 01 AS NOTED 163 n2.K1 2.J1 2.12 2.11 2.H1 2.G1 2.F1 2.F 2.E1 2.D2 2.D1 2.C1 2.B1 2.B 2.A 2.1 2.3 PLAN NORTH TFE 275'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 1 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 4'-0" DOUBLE 2x8 @ 16" OC 2x8 @ 16" OC 4'-11 1/2" 8'-2" 8'-2" TYP @ 3'-9 1/2" 4'-1" 4'-1" 3'-9 1/2" TYP @ 8'_2" MAN DOOR CONCRETE 8'-2 3/4" ol OPENING I ol ol olWALL WHERE SHOWN oI,1 WIDTHS VARY - SEE PLAN 4" TYP 4„ TYP olSTOOPS CONCRETEAPRON TFE= 95' TFE= 96'-0" CONCRETE APRON TYP BETWEEN STOOPS o F--------- ----------7 7- -I �------- F--------- -- ---� ---� ------------------- ------------------- ---- ----� ------------------ ------------------ fi--------t ------------------ ------------------ -t---1 ------------------ fi-- - ---t ----------------- t--� -------------------- - ---------------- - 1---- ----�- ------------------ ------------------- t---- --- ----------------- d -------------- -------------- - 1 2 2 2 8x8 PSL 2 2 2 2 -\2 �' 2 2 2 8x8 PSL 1 1 2 2 ll 1a 1 TFE= 95'-4" /S S 8x8 PSL S IS 1 TFE= 96'-0" ' 'SI S 5 I TYP @ NON I I _ TFE= 96' 4" i SHEAR WALL 9 TFE= 9T-0" 11 S501 TYP I = TFE96'-4" I I DEMISING WAL I I I STOOPS X I TFE= 96 -0 1 I I I I AT SLAB 7 I I I 1 I STEP S501 I U O S501 10 T/ SLAB S501 T/ SLAB UNIT 114 = 99'_ 4" I _ 100' 0" w o I 1 x I UNIT 125 UNIT 124 7 UNIT 123 S501 I UNIT 122 UNIT 121 UNIT 120 I UNIT 119 I I UNIT 118 UNIT 117 I UNIT 116 I UNIT 115 I UNIT 113 I I SWg w N = I I I I I THICKENED SLAB I I - - Uo I _ _ - 8' 0"x2' 0"x1' 0" 1 O _' 0 TYP WHERE SHOWN ON PLAN 1 N �0 SWB 1 m �SWA I I TYP @ SWA THICKENED SWA r m 1 �` V Lu w o w Q J I I I I I I I I I I I I 8 SLAB I I I I I Q I J I 1 1 1U X N X TFE= 95'-4" II I I S501 CO w DOUBLE 2x10 V 11 I p 3tw I I I -- I I I I I I I I I I I I I + I I I I I p w z I IS STUDS @ 16" OC z w I I DOUBLE I I 1 w j Y 2x10 WOOD STUDS I Y U _L. ?� FTG I @ 16" OC 1 I I TFE= 96'-4" I �� FTG I L I I U J = I I SIM 2 SIM 2 I I I- 6" i- 6 OR 1 1/2"x9 1/4" LSL I @ 16" OC OR 1 3/4"x9 1/4" " I TFE= 96'-4 I I 1 I I 1 6 TFE= 97'-0" 1'-0"7 I �---1'-0" 8x8 PSL o o SWC 1 TFE= 96'-0" I S501 S501 TFE= 96'-4" 8x8 PSL 6 S501 LVL @ 16" OC �- TFE= 9T-0° �- S501 � 1 I 1 _ �F5 F5-I � I F5-- r ---------- I L----T-'------- ---------- ------------------------- ----------------------J ------------------- ------------------------ ------------------------ -------------------- T------------------- ------- ------------ ---- --------------------- -------------------- ------------------------ ------------------ 1 1 -1--------- ICf) -� 1 8x8 PSL ---------------- SWB 1 I ---------------------------- _j 1 - THICKENED SLAB ----- - TFE= 97'-0" _7______1 1 DOUBLE 2x10 STUDS 16" OC @ TFE= 95'-4' TYP i 8x8 PSL --------_ -- i 8'-0"x2'-0"x1'-0" W/ \ _ - v 1 11'-10 1/8" 11'-10 1/8" @ THICKENED SLAB i i 2x8 WOOD STUD AT 16" OC (3) #4 LONGITUDINAL BOT TYP & #4 @ 12" OC TRANSVERSE Q THICKENED SLAB 9'-0"x2'-0"x1'-0" - 5 SIM TYP TYP WHERE SHOWN ON PLAN TYP WHERE S501 I I m Q I I I I I I 8 7 I I I I I SHOWN ON PLAN m Q 1 _ i I ? 1 r-----t-----1 J pl r----- --- -1 I I I I r---- ----J I 1 r---- -----1 I I I I r-----T-----r 5501 1 ICD S01 I r-----T--- -J r--- ----J I r-----� ---J I 1 r---- t--- J i r- ------ J p IL bo o I L- J Z I I L--------- -J I I L------ ----J I L------ ----- J I I L------ ----- J I I ----- L------ J I L------ J ----- I I L------ ----- J I ----- I L------ J I L----------J Z III I WI Y I I I I I I 1 1 I I I I ISIM ITI 1 1 I I 1 I I LL.I I 14'-O" � � 0SWB 7i �SWA L J SWA L J 8 CONCRETE U I = 1 S501 11'-10 1/8" 15'-3 5/8" 1 T/ SLAB I S501 1 1 STOOP w 11'-10 1 /8" 11'-10 1/8" 1 - I I I 1 I S501 F- I = 1 v77 SWA j 1 1 AT SLAB = �I THICKENED SLAB THICKENED SLAB THICKENED SLAB THICKENED SLAB THICKENED SLAB THICKENED SLAB STEP THICKENED SLAB 10 THICKENED SLAB THICKENED SLAB THICKENED SLAB 1 Lu I I I S501 w 1 IN FLOOR HEATING SYSTEM I T/ SLAB F i _ � 1 I SLAB JOINT SPACED i i BY OTHERS 1OgL SWB 1 EQUALLY,9 1 1 100'-0" I O 1 SEE S5 1YP TYP @ NON 9 i l S 01 1 I 1 I SHEAR WALL i 1 TFE= 96'-0" DEMISING WALL S501 i iU S501 1 1 1 I SLAB ON GRADE _O x SEE PLAN NOTE 3 i I I N I I I I I I TFE= 97'-0" 1 1 TFE= 96'-4" I TFE= 96'-4" UNIT 135 UNIT 134 UNIT 133 UNIT 132 UNIT 131 1 1 UNIT 129 UNIT 128 '' UNIT 127 / TFE= 96'-0" UNIT 126 - TFE= 95'-4" UNIT 130 1V 1 1 1 I 1 S S 8x8 PSL 1 S S 8x8 PSL 1 S S 8x8 PSL 1 1 1 2 2 ----- ------ 2 --------------------- 2 - ----------------------- 2 2 ---- 1 2 U---------------------------- 2 2 --------------------------- 2 - ------- 2 2 --------------------------- --J 2 2 L---------------------------- ---- 2 ---------------------------------- 2 --- 1 2 2 L------------------------------- -------- 2 2 -------------------------- 1- --J ----� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ e, • �, - - - - - ------------------------- --------- ------------------------------------------------- - ---� -- -------------- ------------�----------------------- - ---�------------------------- ----i -� ------------------------------ ---------�------------------------------- _ ---------------------------------- +------- --------------------------- ---- IL AI - �- TFE= 95 -4 TFE=96'-0° L - -J L- --1 TYP @ 4 TYP STOOPS 9 TYP CONCRETE APRON 5 TYP @ TYP @ TYP BETWEEN STOOPS S501 MAN DOOR CONCRETE 8'-2 1 /4" 3'-9 1 /2", 8'-3 1 /2" 3'-9 1 /2" WALLSTOOP 8'-4 1 /2" OPENING 8'-2 1/4" WHERE SHOWN WIDTHS VARY - SEE PLAN DOUBLE 2x8 @ 16" OC 2x8 @ 16" OC 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 31'-0" 31'-0" 31'-0" 31'-0" 27'-0" 4'-0" FOUNDATION PLAN 1/8" = V-0" FOUNDATION PLAN NOTES: 1. FOR STRUCTURAL NOTES SEE S001. 2. TOP OF FOOTING ELEVATION (TFE) = 96'-0" TYP AT EXTERIOR UNO. 3. PROVIDE 5" SLAB ON GRADE REINF W/ #4@16" EW TYP UNO. TOP OF SLAB ELEVATION (TSE) = 100'-0" UNO. SEE CIVIL FOR USGS DATUM ELEVATION. 4. FOR TYPICAL BAR BENDING IN REINFORCED CONCRETE SEE SEE 11/S501 5. FOR TYPICAL WALL AND CORNER REINFORCING SEE SEE 12/S501 6. S- -S DENOTES STEPPED FOOTING, SEE TYPICAL STEPPED FOOTING DETAIL SEE 13/S501 7. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SLAB SLOPES, DRAINS, CURBS, HOUSEKEEPING PADS, JUNCTION BOXES, CONDUIT AND ALL COORDINATING ITEMS TO BE PLACED IN CONCRETE. 8. FOR UTILITIES RUNNING PERPENDICULAR TO FOUNDATIONS SEE 14/S501 & SEE 15/S501 9. SHEAR WALLS INDICATED ON PLAN BY: 10. AT TYPICAL FLOOR DRAIN SEE 16/S501 AND AT TYPICAL TRENCH DRAIN SEE 17/S501. 275'-0" SHEAR WALL SCHEDULE WALL PANEL FASTENING TOP AND SILL PLATE FASTENING - SEE NOTE 20 WALL TYPE WALL PANEL CONSTRUCTION INTERMEDIATE EDGE SUPPORT MINIMUM FASTENER SIZE SEE SIMPSON OR COMMON OR ANCHOR FASTENER SPACING SPACING NOTE USP CLIP ANGLE FRAMING NAILS TO FOUNDATION WALL SWA (1) LAYER 15/32" OSB OR PLYWOOD ONE SIDE OF WALL - BLOCKED 4" 12" 8d COMMON OR GALVANIZED BOX NAIL 16,18 LS90 OR MP9 @ 12" OC 16d @ 2" OR 3" x 0.131 DIAx3" @ 2" 5/8" DIA BOLTS @ 24" OC SWB (1) LAYER 15/32" OSB OR PLYWOOD ONE SIDE OF WALL - BLOCKED 6" 12" 8d COMMON OR GALVANIZED BOX NAIL 16,18 LS90 OR MP9 @ 16" OC 16d @ 3" OR 3" x 0.131 DIAx3"@ 2" 5/8" DIA BOLTS @ 32" OC SHEAR WALL NOTES: 1. PROVIDE (2) STUDS AT EACH END OF SHEAR WALL. END STUDS SHALL RECIEVE EDGE NAILING. 2. ALL BLOCKING IN WALLS SHALL MEET OR EXCEED STUD GRADE. 3. PANEL JOINTS SHALL OCCUR AT THE CENTERLINE OF STUDS AND BLOCKING. 4. VERIFY WITH ARCHITECT IF ADDITIONAL LAYERS OF GYP BOARD ARE REQUIRED FOR FINISHES. 5. CONTRACTOR'S OPTION - PROVIDE AT TOP AND SILL PLATE BY ALTERNATE MANUFACTURER THAT MEET OR EXCEED CAPACITY OF CLIPS INDICATED IN SCHEDULE. 6. SEE SHEAR WALL BASE CONNECTION SCHEDULE FOR ANCHORAGE TO SUPPORT MATERIAL. 7. SEE HOLDOWN SCHEDULE FOR HOLDOWN INFORMATION. 8. PROVIDE NAILING AT CLIP ANGLES PER MANUFACTURER'S RECOMMENDATIONS. 9. TOP AND SILL PLATE NAILING SHALL BE STAGGERED WHERE NAILS ARE SPACED AT 2" OC. 10. ALL FASTENERS IN CONTACT WITH TREATED WOODS SHALL BE GALVANIZED. 11. ALL WALLBOARD NAILS INDICATED IN SCHEDULE SHALL BE 0.120" DIA AND HAVE MINIMUM 3/8" HEAD. 12. STAPLES SHALL BE GALVANIZED, 7/16" MINIMUM CROWN WIDTH AND BE INSTALLED PARALLEL TO FRAMING MEMBERS. 13. 6d NAILS MAY BE SUBSTITUTED WITH NO. 6 1 7/8" TYPE S OR W DRYWALL SCREWS. 14. PROVIDE EXTERIOR GYP BOARD WHERE SHEAR WALL IS AN EXTERIOR WALL. 15. BLOCK ALL PANEL EDGES WITH WOOD BLOCKING TO MATCH THE WALL STUD SIZE. 16. BLOCK ALL PANEL EDGES WITH WOOD BLOCKING 2" NOMINAL OR WIDER. 17. BLOCK ALL PANEL EDGES WITH WOOD BLOCKING 3" NOMINAL OR WIDER. STAGGER NAILS. 18. PROVIDE 1 1/2" MINIMUM PENETRATION INTO STUD AT 10d NAIL AND 1 3/8" MINIMUM AT 8d NAIL. 19. STUDS AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL WIDTH OR GREATER. 20. USED EITHER SPECIFIED CLIP ANGLE OR NAILING AS SPECIFIED BY REFERRING DETAIL. 21. FOR CLIP ANGLE CONNECTION SEE 4/S502 FASTENING SCHEDULE CONNECTION FASTENING FLOOR OR ROOF TRUSSES / JOISTS TO (3) 8d COMMON WALL TOP PLATE OR GIRDER (TOENAIL) OR (3) 0.131"x3" NAILS RIM BOARD TO FLOOR OR ROOF TRUSSES / (3) 10d COMMON JOISTS (FACE NAIL) OR (4) 0.131"x3" NAILS RIM BOARD TO FLOOR OR ROOF TRUSSES / (6) 8d COMMON JOISTS (TOENAIL) OR (6) 0.131"x3" NAILS RIM BOARD TO TOP PLATE (TOENAIL) 8d COMMON @ 6" OC OR 0.131 "x3" NAILS @ 6" OC BLOCKING BETWEEN TRUSSES / JOISTS TO (3) 8d COMMON TOP PLATE (TOENAIL) OR (3) 0.131"x3" NAILS SILL BOTTOM PLATE TO RIM BOARD OR 16d COMMON @ 16" OC BLOCKING THROUGH SHEATHING (FACE NAIL) OR 0.131"x3" NAILS @ 8" OC TOP PLATE TO STUD (END NAIL) (2) 16d COMMON OR (3) 0.131"x3" NAILS STUD TO SILL / BOTTOM PLATE (END NAIL) (2) 16d COMMON OR (3) 0.131"x3" NAILS STUD TO SILL / BOTTOM PLATE (TOENAIL) (4) 8d COMMON OR (4) 0.131"x3" NAILS DOUBLE STUDS (FACE NAIL) 16d COMMON @ 24" OC OR 0.131 "x3" NAILS @ 8" OC DOUBLE TOP PLATES - TYPICAL (FACE NAIL) 16d COMMON @ 16" OC OR 0.131 "x3" NAILS @ 12" OC DOUBLE TOP PLATES - 48" LAP (FACE NAIL) (2) ROWS OF (8) 10d COMMON OR (2) ROWS OF (12) 0.131"x3" NAILS BUILT-UP HEADER, TWO PLY (FACE NAIL) 10d COMMON OR 0.131"x3" NAILS @ 12" OC ALONG EACH EDGE HEADER TO TRIMMER STUDS (TOENAIL) (4) 8d COMMON OR (4) 0.131"x3" NAILS FULL HEIGHT STUDS TO HEADER (TOENAIL) (4) 8d COMMON OR (4) 0.131"x3" NAILS, EACH SIDE BUILT-UP GIRDER OR BEAM, MULTIPLE PLY 10d COMMON OR 0.131 "x3" NAILS @ 12" OC ALONG EACH (FACE NAIL) EDGE, EACH FACE, BETWEEN EACH PLY BUILT-UP STUD POSTS OR BUILT-UP 16d COMMON @ 24" OC OR 0.131"x3" NAILS CORNER STUDS @ 16" OC BETWEEN EACH PLY FLOOR AND ROOF SHEATHING REFER TO GENERAL NOTES, PLANS & DETAILS WALL SHEATHING REFER TO GENERAL NOTES, PLANS & DETAILS NOTES: 1. PROVIDE THE NAILING NOTED IN THIS SCHEDULE UNLESS MORE STRINGENT NAILING IS NOTED ON THE PLANS OR DETAILS. 2. COMMON NAIL SIZES ARE AS FOLLOWS: - 8d = 0.131"ox2 1/2" - 10d = 0.148"Ox3" - 16d = 0.162"ox3 1/2" SHEAR WALL HOLDOWN SCHEDULE SIMPSON ANCHOR MIN ANCHOR BOLT POST MARK HOLDOWN BOLT EMBED TO CONIC WIDTH SIMPSON OPTION OHDU8-SDS2.5 7/8" DIA ROD - 3 1/2" SSTB28 ODTT2Z - - - 1/2" DIAx5" TITEN HD 1. INSTALL HOLDOWN PER MANUFACTURER SPECIFICATIONS. 2. ALL ANCHOR BOLTS TO BE ASTM F1554 GR. 36. (IF MIN. EMBED LISTED IS "-" USE SIMPSON OPTION) 3. WHEN ANCHORING TO CONCRETE, PROVIDE (2) NUTS & (2) WASHERS REF 20/S501 4. PROVIDE OVERSIZED WASHERS AS REQUIRED 5. CENTER ALL HOLDOWNS & ANCHOR IN STEM WALLS 6. AT DOUBLE 1 AND PSL PROVIDE ADD'L #4 VERT BAR IN FOUNDATIO ALL AT EA HOLDOWN ((4) TOTAL PER PSF) REF 7/S501 PAD FOOTINGS SCHEDULE MARK SIZE REINFORCING COMMENTS F5 5'-0"x5'-0"x1'-0" (6) #6 EW TOP & BOT D D .O J J J x x Y D D D J x N Akkl XIA,A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 FNO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION SJF FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. gnature MARK D. MIELKE, P.E. Printed name 103/03/2025 41957 I Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC2025- ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/2025 KAZ DESIGNED: CHECKED: APPROVED: JML SJF/AMR BMS DRAWING TITLE: BUILDING 2 FOUNDATION PLAN PROJECT NO: DRAWING NO: 240776 SCALE: S 101 AS NOTED 21 2.K1 2.J1 2.12 2.11 2.H1 2.G1 2.F1 2.F 2.E1 2.D2 2.D1 2.C1 2.B1 23 2.A 275 -0 11'-01, 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 4'-0' 2'-0 OVERHANG TYP @ 2 7/8 2 7/8" 2 7/8" 1 O ,� WALL TO TRUSS � � TYP @ 1 OVERHANG z 73/4 TO FIRST 2 TO TRUSS "TO TRUSS 3/4' TO FIRST o = TRUSS S502 OPENING S502 TRUSS ry �o -- -- -- - -- -- -L -- - - - - - - - - - - - -- -- -- -- -- -- -- -- -- -- -- - -- -- - -- -- -- �� H2 LOCS H1 H1 H2 LOW I H2 LOW H1 H1 H2 LOW H2 LOW H1 H1 H2 LOW I H1 H2 LOW H2 LOW H1 H2 LOW H1 H1 H2 LOW I H2 LOW H1 H1 H2 LOW I H2 LOW H1 2.1 - - - - - - - - - - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FAUX FAUX 3/4" ROOF SHEATHING FAUX DORMER DORMER SEE NOTE 9.2.3 ON SHEET S001 DORMER SEEA CH SEE ARCH SEE ARCH I Yo I N 0 0 0 0 N 2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP 2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP ic�� � 2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP /2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP 11 TYP INTERIOR 5 WALDEMISING g � 5 S502 S502 S502 3 *5%, C� S502 S502 LU U o= I I I I I I I I � O N� N a o v > w v N Ln W N - - c RIDGE U) 2.2 I oOf z Zoco uJ 2 0 = O g TYP O Q N> O `\I I S502 ALONG 0I Lu O C\I RIDGE w I � =1 3 S502 hil 3/4" ROOF SHEATHING i S502 �, 3 I � S502 � S502 SEE NOTE 9.2.3 ON SHEET S001 / z S � 502 I I N N I zo 2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP 2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP 2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP 2x ENGINEERED WOOD TRUSSES @ 24" OC, TYP I I I I I I I I I I I I FAUX FAUX FAUX DORMER DORMER DORMER SEE ARCH SEE ARCH SEE ARCH I I I I I I I I I I I IN I I I I I I 1 1111 1 1 1 1 1 1 1 1 1111 1 1 1 1 1 1 1 1 1 1 1[�� 111 11 IHIIIIIIII I I I I I IIIIi I I I I I I 1 1 I I I I I I I I I I I I I I I I _ _ _ - - - - H2 LOW H2 LOW - - - H3 H2 LOWLH2 LOW H3 H3 H2LOW H2LOW H3 H2 LOW H2 LOW H3 H2LOWH4H4 H2 LOW H2 LOWH4 H4 H4 Ll Li L- - - I -- ----�-I-�-- - -� 1 -� -1�- E -- -- -- -- -- - J-� J- - - - - - -L LL_J -- - - z < /2__�TYP o 3/4" TO FIRST S502 OPENING TYP 1 3/4" TO FIRST @ WALL > TRUSS TRUSS O I I I I I I I I I I I I 2'-0" OVERHANG- 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 31 -0 31 -0 31 -0 31 -0 27 -0 4'-0" r 2'-0" 275'-0" OVERHANG 2.L 2.K 2.J 02.H 2.G 2.F 02.D 2.0 2.B 2.A PLAN NORTH rj ROOF FRAMING PLAN S �21 vs° = 1'-01, ROOF FRAMING PLAN NOTES: 1. FOR STRUCTURAL NOTES SEE S001. 2. TRUSS BEARING EL/ TOP OF WALL EL=116'-0" 3. FOR TRUSS PROFILES SEE ARCHITECTURAL DRAWINGS. 4. AXIAL LOADS FOR ENGINEERED TRUSS DESIGN ON PLAN (X.X K) ARE ULTIMATE BASED ON 2018 IBC/ASCE 7-16. 5. SHADED REGION INDICATED HAND/OVER FRAMED DORMER ABOVE TYPICAL ROOF TRUSSES & SHEATHING TO PRODUCE DESIRED ROOF PROFILE. HEADER SCHEDULE MARK HEADER KING STUDS KING STUDS COMMENTS H1 (3) 1 3/4"x18" LVL (3) 1 3/4"x7 1/4" LVL (2) 1 3/4"x7 1/4" LVL AT TRIMMER PROVIDE CS20 PER MANUFACTURER SPEC CENTERED BETWEEN HEADER AND TRIMMER STUD H2 (3) 2x8 (2) 2x8 (1) 2x8 WHERE NO ROOM FOR TRIMMER FASTEN TO JAMB STUDS OF ADJACENT JAMB WITH CONCEALED SIMPSON HANGER. ADD ADD'N JAMB WHERE THIS OCCURS V �A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. ISSUED DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION SJF FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ignature MARK D. MIELKE, P.E. Printed name 03/03/2025 41957 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC2025-ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/2025 KAZ DESIGNED: CHECKED: APPROVED: JML SJF/AMR MDM DRAWING TITLE: BUILDING 2 ROOF FRAMING PLAN PROJECT NO: DRAWING NO: 240776 SCALE: S 121 AS NOTED 165 A kkl MME *= V ,�,A, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION SJF ISSUED FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ignature MARK D. MIELKE, P.E. Printed name 03/03/2025 41957 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC2025-ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/2025 KAZ DESIGNED: CHECKED: APPROVED: JML SJF/AMR BMS DRAWING TITLE: BUILDING 2 ROOF SNOW LOAD PLAN PROJECT NO: DRAWING NO: 240776 SCALE: S 122 AS NOTED 166 PLYWOOD SHEATHING VENEER SEE ARC AT TOP C PROVIDE CONT HC -01LT/ CURB OILT/ SLAB 100'-0" 8" CONCRETE FOUNDATION WALL W/ #4 @ 32" OC VERT W/ STD HOOK INTO FTG PROVIDE #4 @ 12" OC HORIZ JET/ FOOTING YSEE PLAN o MU 3" CLR TYP 8" 8" 8" 2'-0" 1 FOUNDATION DETAIL �01 1/2° = 1'-01, WALL SHEATHING SEE ARCH STUD WALL SEE PLAN FOR SIZE & SPACING TREATED 2x SILL PLATE W/ 1/2" DIA ANCHOR BOLTS & WASHER (8" EMBED) @ 32" OC TYP UNO AT SHEAR WALLS SEE SHEAR WALL SCHEDULE FIBER EXPANSION JOINT —�z Q J 0- �w w I � (3) #4 CONT WALL SHEATHING SEE ARCH STUD WALL SEE PLAN FOR SIZE & SPACING TREATED 2x SILL PLATE W/ 1/2" DIA ANCHOR BOLTS & AT TOP OF WALL WASHER (8" EMBED) @ 32" OC PROVIDE #4 TYP LINO AT SHEAR WALLS CONT HORIZ SEE SHEAR WALL SCHEDULE FIBER EXPANSION z JOINT EACH SIDE 120 a T/ SLAB U) w —:�U) SEE PLAN c c c c 10" CONCRETE FDN WALL W/ #4 @ 32" OC VERT W/ STD HOOK INTO FOOTING T/ FOOTING & #4 @ 12" OC HORIZ SEE PLAN 0L4 4 (3) #5 CONT _ M J U 1'-1" 10" 1'-1" 3" CLR TYP 3'-0" FOUNDATION DETAIL 1/2" = V-0" 4d 90 DIA 45 DIA � 2 1/2" MIN D N D D D 180 DIA STANDARD HOOKS AND BENDS 90 DIA 135 DIA z D D . g cn NOTES 1) d = BAR DIAMETER 2) FOR STANDARD HOOK AND BENDS D= 6 d FOR #3 THRU #8 D= 8 d FOR #9 THRU #11 3) FOR TIES AND STIRRUPS D= 4 d FOR #3 THRU #5 6d#3THRU #5 12d#6THRU #8 TIES AND STIRRUPS CLASS "B" LAP X 6 1 (— OFFSET SPLICE WIRE TIES LAP SPLICE WIRE TIES rjj--�TYP BAR BENDING DETAIL �01 1/2° = 1'-0° yru�r�uei�_».T.rin_z T/ SLAB 16 TYP FLOOR DRAIN DETA S501 1/2" = 1'-0" CLASS "B" LAP BAR SIZE x #3 22" #4 30" #5 36" #6 44" #7 66" #8 74" #9 84" LVVI. ✓IZAIN IL PLYWOOD SHEATHING VENEER SEE ARCH AT TOP OF WALL PROVIDE (2) #4 CONT HORIZ OLT/ CURB i, T/ SLAB 00 100'-0" 10" CONCRETE FOUNDATION WALL W/ #4 @ 32" OC VERT W/ STD HOOK INTO FTG PROVIDE #4 @ 12" OC HORIZ dIT/ FOOTING WALL SHEATHING SEE ARCH STUD WALL SEE PLAN FOR SIZE & SPACING TREATED 2x SILL PLATE W/ 1/2" DIA ANCHOR BOLTS & WASHER (8" EMBED) @ 32" OC TYP LINO AT SHEAR WALLS SEE SHEAR WALL SCHEDULE I FIBER EXPANSION JOINT z Q Q a- U)LU LU YSEE PLAN 3" CLR TYP 7" 10" 7" 2'-0" AT SIM: 3'-0" 2 FOUNDATION DETAIL 1.11 �01 1/2° = 1'-01, FIBER EXPAN JOINT EACH iIT/ SLAB Y SEE PLAN AT TOP OF W PROVIDE (2): CONT HORIZ dI FOOTIN SEE PLAN FOUNDATION DETAIL (3) #4 CONT AT SIM: (4) #4 CONT WALL SHEATHING SEE ARCH & SHEAR WALL SCHEDULE STUD WALL SEE PLAN FOR SIZE & SPACING TREATED 2x SILL PLATE W/ 1/2" DIA ANCHOR BOLTS & WASHER (8" EMBED) @ 32" OC TYP LINO AT SHEAR WALLS SEE SHEAR WALL SCHEDULE —�z Q Qa U)w w rn 8" CONCRETE FOUNDATION WALL W/ #4 @ 32" OC VERT W/ STD HOOK INTO FTG PROVIDE #4 @ 12" OC HORIZ (3) #4 CONT PLYWOOD SHEATHING AT TOP OF WALL PROVIDE (2) #4 CONT HORIZ PAVEMENT BY — OTHERS lliT/ SLAB I0110101-1011 7-71� (2) #4xCONT C�" CD 5" CONIC APRON SLAB —/ W/ #4 @ 16" OC EA WAY #4x2'-6" @ 32" OC DRILLED & EPDXY INTO CONIC WALL W/ 4" EMBED I T/ FOOTING r--�IIIIIIII,,IIFOUN T/ SLAB SEE PLAN WALL SHEATHING SEE ARCH STUD WALL SEE PLAN FOR SIZE & SPACING 3'-0" TREATED 2x SILL PLATE W/ 1/2" DIA ANCHOR BOLTS & WASHER (8" EMBED) @ 32" OC TYP UNO AT SHEAR WALLS SEE SHEAR WALL SCHEDULE SLOPED FIBER EXPANSION JOINT z 120 J J d —a° LU 8" CONCRETE FOUNDATION WALL W/ #4 @ 16" OC VERT W/ STD HOOK INTO FTG PROVIDE #4 @ 12" OC HORIZ 3" CLR TYP 8" 8" 8" (3) #4 CONT 2'-0" DATION DETAIL FOUNDATION DETAIL `A/ALL SHEATHING EE ARCH MIT AT SIM TUD WALL EE PLAN FOR SIZE & SPACING MIT AT SIM REATED 2x SILL PLATE W/ (2" DIA SCREW BOLTS & /ASHER (3" EMBED) @ 32" OC MIT AT SIM �z CIO Q Qa �w w V) PAVEMENT BY OTHERS gi-,\T/ SLAB 100'-0" 2 #4xCONT N 5" CONIC APRON SLAB - W/ #4 @ 16" OC EA WAY #4x2'-6" @ 32" OC (2) #4xCONT gkT/ FOOTING SEE PLAN _ 4r-�IIIIIIIIII,,,FOUN Vol 1/2° = 1'-0° OILT/ SLAB SEE PLAN 3'-0" I I. II I II I II I SEE CIVIL_ 0 -1 3" TLR YP DATION 3" 8" 8" 2'-0" DETAIL FOUNDATION DETAIL 1/2" = V-0" S501 1/2" = V-0" S501 1/2" = V-0" I An QCC L L c c 2S TFE CONCRETE FDN WALL SEE PLAN AND/OR FOOTINGS o :ORNER BARS TO MATCH 31ZE & QUANTITY OF TYP REINF TO LAP & -TG REINF MATCH FOOTING REINF K-1 2 TYP CORNER REINF DETAIL SLOP SEE MECH T/ SLAB _ ??? LO TRENCH DRAIN BY MANUFACTURER SLOPE SLAB SEE MECH (3) #3 CONT 7" VERIFY 7" #3 BENT BARS @ 12" OC W/ MNFR rj-7 TYP TRENCH DRAIN DETAIL Vol 3/4" V-0 SEE PLAN FOR F LHr i Yr 13`IIIIIIIIII,,,TYP STEPPED FOOTI "II501 1/2° = 1'-01, FUTURE SLAB ON 1'-0" GRADE BY TENANT SHOWN DASHED MIN T/O SLAB T V) TFE SEE PLAN 0 NG DETAIL 18 TYP SLAB INFILL DETAIL EXTEND BARS V-0" INTO FUTURE SLAB SLAB ON GRADE WALL BEYOND @ EXTERIOR DOORS, TYP 1/2" DIAx2'-0" SMOOTH DOWELS @ 16" OC CENTERED ON JOINT Jw �LU #4 BENT DOWEL @ 12" OC 8" CONCRETE FOUNDATION WALL W/ #4 @ 16" OC VERT W/ STD HOOK INTO FTG PROVIDE #4 @ 12" OC HORIZ (3) #4 CONT I A I A I I- SHEATHING 4RCH WALL SEE PLAN SIZE & SPACING r SILL PLATE W/ )IA SCREW BOLT OBED) @ 32" OC z Q J D U)w w U) GRADE OR SLAB BACKFILL I III - III PIPE TRENCH BOTTOM OF FOOTING SHALL NOT BE HIGHER THAN THIS LINE. LOCATE PIPE FARTHER FROM WALL FOOTING 1 OR STEP FOOTINGS AS REQUIRED 2 2 BENCH 2'-0" M I N NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, SHEATHING OR OTHERWISE MAINTAINING THE SIDES OF THE EXCAVATION FROM CAVE-IN UNTIL ALL BACKFILL IS COMPLETED r14-NIIIIIIII,,,TYP FTG PARALLEL TO PIPE S501 1/2" = 1'-0" Q AU/ (`I IT InIAIT 4 /0-1-4 /A SLAB ON GRAI H 10 MIL VAPOR BARRIER COMPACTED GRANULAR FII SLAB ON GRADE 1/2" DIAx2'-0" SMOOTH DOWELS @ 16" OC (GREASE ONE END) CENTERED ON JOINT, FEILD VERIFY 10 MIL VAPOR o 0 0o �co o ooUCo, BARRIER COMPACTED CONSTRUCTION JOINT GRANULAR FILL 19 TYP INTERIOR SLAB JOINTS �01 1" = 1'-0" WALL BEYOND @ EXTERIOR DOORS TYP 5" CONICSLAB W/ I I #4 @ 16" OC EA WAY I I 1/2" DIAx2'-0" SMOOTH DOWELS @ 16" OC 4'-0" 4" CENTERED ON JOINT I I PAVEMENT II BY OTHERS SLOPED T/ SLAB 100'-0" o 0 0 IIII III II II ma 2 J8" w () #4xCONT cn SAND OR GRAVEL #4 BENT DOWEL @ 12' OC 8" CONCRETE FOUNDATION WALL W/ #4 @ 32" OC VERT T/ FOOTING W/ STD HOOK INTO FTG SEE PLAN _ PROVIDE #4 @ 12 OC HORIZ AT SIM: 10" CONC FOUNDATION WALL M U 8"CLR 88 (3) #4 CONT TYP 2'-0° 8 AT SIM: 10" 5 EXIT FOUNDATION DETAIL �01 1/2° = 1'-01, AT TOP OF WALL PROVIDE (2) #4 CONT HORIZ FIBER EXPANSION JOINT EACH SIDE T/ SLAB SEE PLAN <Y 3 M v CLR TYP 10 FOUNDATION D S501 1/2" = V-0" FOUNDATION W A' ' WALL FOOTING WALL SHEATHING SEE ARCH & SHEAR WALL SCHEDULE STUD WALL SEE PLAN FOR SIZE & SPACING CONT SILL PLATE W/ 1/2" DIA ANCHOR BOLTS & WASHER (8" EMBED) @ 32" OC TYP UNO AT SHEAR WALLS SEE SHEAR WALL SCHEDULE T/ SLAB SEE PLAN 8" CONCRETE FDN WALL W/ #4 @ 32"OC VERT W/ STD HOOK INTO FOOTING PROVIDE #4 @ 12" OC HORIZ (3) #4 CONT ETAIL CONTINUE FOOTINGS - �Z REINF ABOVE OPNG C'4 2" MIN COMPRESSIBLE MATERIAL PIPE NOTES: 1. DETAIL APPLIES TO PIPES LESS THAN 3'-0" BELOW FOOTING. FOR PIPES MORE THAN 3'-0" BELOW FOOTING BUT LESS THAN 8'-0" PROVIDE LEAN CONCRETE FILL BELOW FOOTING DOWN TO PIPE INVERT ELEVATION. 2. PIPES DEEPER THAN 8'-0" BELOW FOOTING DO NOT REQUIRE LEAN CONCRETE FILL, PROVIDE TRENCH COMPACTED PER SPEC REQUIREMENTS. 15 TYP FTG PERPENDICULAR TO PIPE S501 3/4" = 1'-0" HOLDOWN - SEE SCHEDULE & PLAN POST — SEE SCHEDULE 4 1/2" TREATED BOT PL MIN OgLT/O FDN WALL N Of � J �U 2" CLR HOLDOWN ANCHOR SEE SCHEDULE TYP WALL REINFORCEMENT CONIC FDN WALL SEE PLAN & SECTIONS w J 0 w U w w U) 0 w in 2 w WALL REINFORCING AT HOLDOW r-o-ILOCATION DETAIL _Vol 3/4" V-0" N /AA Akk\ VAA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION SJF ISSUED FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ignature MARK D. MIELKE, P.E. Printed name 03/03/2025 41957 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC2025- ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/2025 KAZ DESIGNED: CHECKED: APPROVED: JML SJF/AMR BMS DRAWING TITLE: FOUNDATION DETAILS PROJECT NO: DRAWING NO: 240776 SCALE: S501 AS NOTED 167 SEE SEE SEE ROOF SHEATHING SEE PLAN PROVIDE BLOCKIN( FOR SHEATHING ATTACHMENT PER 6/S502 & 7/S502 -OgLTRUSS BEARING SEE PLAN PLYWOOD SHEATHING T/O OPENING SEE ARCH VENEER --- SEE ARCH rj--�ROOF FRAMING DETAIL S502 1/2" = 1'-0" SEE NAILING TYF SEE FASTED TABLE ATTACH BL( TRUSS TOP SEE FASTED TRUSS BE SEE PLAT` PLYWOOD SHEATHING r6- ROOF FRAMING DETAIL �O2 1/2° = 1'-01, PREENGINEERED ROOF TRUSS BY OTHERS SIMPSON H2A HURRICANE TIE BOTH ENDS EACH TRUSS DOUBLE TOP PL STUD WALL SEE PLAN FOR SIZE & SPACING WALL SHEATHING SEE ARCH HEADER SEE PLAN 2x BLOCKING (4) SIDES & WEB FILLER ATTACH PER FASTENING TABLE ROOF TRUSSES SEE PLAN NAILING SEE FASTENING TABLE SEE ROOF SHE/ SEE PLAN ROOF TRU: SEE PLAN PROVIDE BI FOR SHEA- ATTAC H M E 1 6/S502 & 7/S TRUSS B SEE PLAI PLYWOOD SHEATHING VENEER SEE ARCH 2 ROOF FRAMING DETAIL �O2 1/21'= 1'-01, ROOF SHEATHING 2x FLAT BLOCKING TRUSS BEARING SEE PLAN PLYWOOD SHEATHING - , _J iml r--------- 4--- •1___ v K-7 ROOF FRAMING DETAIL S502 1/2° = 1'-01, NAILING TYP SEE FASTENING TABLE 2x BLOCKING BETWEEN TRUSS WEBS PREENGINEERED ROOF TRUSS BY OTHERS SIMPSON H2A HURRICANE TIE BOTH ENDS EACH TRUSS DOUBLE TOP PL STUD WALL SEE PLAN FOR SIZE & SPACING WALL SHEATHING SEE ARCH ROOF SHEATHII SEE PLAN 2x4 OUTRIGGEF @ 24" OC, MAX SISTER 2X6 TO GABLE VERT WI 48" OC MAX W/ 8d NAILS @ is GABLE STARTEI TRUSS d�TRUSS BEAR[ IFSEE PLAN DOUBLE TOP PL VENEER SEE ARCH 3 ROOF F �O2 1/2° = 1'-01, ROOF SHEATHING SEE PLAN SIMPSON A35— i, TRUSS BEARI SEE PLAN WALL SHEATHIN SEE ARCH STUD WALL SEE PLAN FOR SIZE & SPACING RAM I N G DETAIL ROOFTRUSS 2x BLOCKING @ 2'-0" OC CONTINUE MIN (1) TRUSS SPACE EA SIDE OF WALL DOUBLE TOP PL K-8 ROOF FRAMING DETAIL IPSON H2A HURRICANE ROOF SHEATHI TYP SEE PLAN IPSON A34 TYP 2x4 OUTRIGGEF @ 24" OC, MAX 3TEN BLOCKING TO EATHING @ 3" OC 1/4"x3 1/8" GRK RSS BLOCKING BRACELOCS BRACE @ 4'-0" OC OF TRUSS PLAN 3LOCKING TRUSS SUPPLIER i EA SIDE OF BRACE LL SHEATHING :-:ARCH SISTER 2x6 TO GABLE VERT W 48" OC MAX W/ 8d NAILS @ f GABLE STARTE TRUSS :-,TRUSS BEARI IFSEE PLAN DOUBLE TOP PI VENEER SEE ARCH 4 ROOF FRAMING DETAIL �O2 1/2° = 1'-01, TRUSS SUPPLIER TO SUPPLY TRUSS BLOCKING FOR 150 PLF (ULTIMATE) 12 ROOF SEE PLAN SHEATHING SEE PLAN TRUSS BEARING SEE PLAN C4 ROOFTRUSS --------- PLYWOOD SHEATHING 9 ROOF FRAMING DETAIL IPSON H2A HURRICANE TYP OF TRUSS PLAN 3LOCKING TRUSS SUPPLIER 3LE CONNECTOR SHEAR WALL IEDULE FOR SPACING LL SHEATHING :-:ARCH ANGLE CONNECTOR SEE SHEAR WALL SCHEDULE FOR SPACING STUD WALL SEE PLAN FOR SIZE & SPACING WALL SHEATHING SEE ARCH NOTE: SHEATHING MUST CONTINUE TO ROOF SHEATHING FOR SHEAR WALL. 5 ROOF FRAMING DETAIL �O2 1/2° = 1'-0° FOR BRACE BLOCKING AND FASTENING SEE 3/S502 — 2x6 BRACE @ 8'-0" OC ANGLE CONNECTOR SEE SHEAR WALL SCHEDULE FOR SPACING WALL SHEATHING SEE ARCH STUD WALL SEE PLAN FOR SIZE & SPACING /AA Akk\ VAA, LLC 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY 0 03/03/25 ISSUED FOR CONSTRUCTION SJF ISSUED FOR CONSTRUCTION Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ignature MARK D. MIELKE, P.E. Printed name 03/03/2025 41957 Date License Number NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC2025- ALL RIGHTS RESERVED. DATE: DRAWN: 03/03/2025 KAZ DESIGNED: CHECKED: APPROVED: JML SJF/AMR BMS DRAWING TITLE: FRAMING DETAILS PROJECT NO: DRAWING NO: 240776 SCALE: S 502 AS NOTED 168 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C D A a•' 4. a .a.' e. . ORONO INDUSTRIAL BOULEVARD 86 87 88 89 / 1 1 13 13 35 35 36 36 55 55 56 56 75 75 76 76 2 2 — — 14 — 14 17 7 34 3 3 34 37 37 54 54 57 57 74 74 77 77 15 15 4 4 16 16 33 38 58 33 38 53 53 58 73 73 78 78 5 5 17 17 — — — — — — — — — 7 59 9 BUILDING 1 6 32 39 52 6 32 39 BUILDING 3 52 59 BUILDING 4 72 72 79 18 18 BUILDING 5 7 7 19 51 19 BUILDING 2 31 60 31 40 40 51 60 71 71 80 80 8 g 20 20 — — — — 9 9 30 30 41 41 50 61 61 70 70 21 50 81 21 81 69 10 10 22 29 29 42 42 49 49 62 62 69 82 82 22 11 11 71- 8 23 23 243 48 28 43 48 63 63 68 68 83 83 17 12 12 — — — — — 24 24 27 27 44 44 47 47 64 64 67 67 84 84 90 91 25 20.0' 25 TYPICAL 92 STRIPING 26 26 45 45 46 46 65 65 66 66 85 85 9.0' TYPICAL a , FIRE ACCESS MNDOT RIGHT OF WAY PLAT NO 27-129 PROPERTY BOUNDARY 0 10 20 40 PARKING NOTES: 1. ALL STALLS SHALL BE 20'L X 9'W SCALE: 1" = 20' 2. TOTAL PARKING PROVIDED = 92 STALLS ORIGINAL GRAPHIC SCALE HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: CALL GOPHER STATE ONE CALL 811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T m w m co 0 m U U L U c 0 a� Of 0 o - fl- = w J U U d 7 m N o z c o V J 0 C Z = 0 x U Lu W J V V 0 z Z O � o � Date: 03/24/2025 ,lob No.: 24015 p 1 Sheet P 1 of P 1 169 �SUS LLC Date: February 28te, 2025 To: Rob Page, Dave Ramsey From: Katie Schmidt, PE (MN PE License #47147) Re: Trip Generation Memo — Orono Garage Storage, Orono, MN Per your request, SSTS LLC has conducted a trip generation estimate for the proposed Orono Garage Condo Development (Proposed Project) in the City of Orono, Hennepin County, MN. The Proposed Project is located north of Highway 12 and on the east side of Old Crystal Bay Rd. Orono Industrial Blvd is proposed to be constructed with the site for access. 85 garage condo units are planned that measure approximately 45'x 30'. Garage condos are larger storage units where customers typically store boats, vehicles, trailers and recreational vehicles. The adjacent Figure 1 shows the location. Figure 2, Site Plan, depicts the site layout and access location. z d 4 m s Trip Generation Garage Traffic data for the uniquee Condo land use is giOLpENRap WAY ORONo INDUSTRIAL BLVD jf; not specifically included in the Institute of " Transportation Engineer's Trip Generation Manual', which is a standard industry reference ti used by public agencies to estimate trips generated by specific land uses. Investigation shows the "Mini - Warehouse" use (ITE Land Use Code 15 1) is a similar use with units that are generally smaller than ; the proposed Garage Condos but can accommodate - a vehicle. For comparison purposes the volume of figure 1. Project Location vehicle trips generated by the Proposed Project considering "Mini -Warehouse" designation has been estimated for the AM and PM peak hour of operations and on a daily basis per ITE's Trip Generation Manual. Table 1 summarizes the trip generation estimates. Table 1 - Trip Generation for Mini -Warehouse Land Use ITE Land Use Code Size Trips Generated: AM Peak PM Peak Weekday ADT Enter Exit Enter Exit Mini -Warehouse 151 85 units 1 1 1 1 15 Totals 1 1 1 1 15 2 2 The Proposed Project is estimated to generate the following: • 2 new trips (1 entering and 1 exiting) during the morning peak hour of operations, • 2 new trips (1 entering and Iexiting) during the evening peak hour of operations, and • 15 daily trips. Site generated traffic is anticipated to be extremely low and will have a negligible impact on existing traffic operations. 1 Trip Generation Manual, Institute of Transportation Engineers (ITE), 11th Edition Orono Garage Storage Trip Generation Review Page I 1 170 For comparison purposes, the trip generation potential of a 128,000 SF light industrial building was investigated as this would be the size and type of use that would be likely for this parcel. Table 2 summarizes the trip generation estimates for a light industrial building per ITE's Trip Generation Manual. Table 2 - Trip Generation for Li ht Industrial Land Use ITE Land Use Code Size Trips Generated: AM Peak PM Peak Weekday ADT Enter Exit r Exit General Light Industrial 110 128,000 s.f. 101 15 tl 84 623 Totals 101 15 84 623 116 1 102 A general light industrial use for the site is estimated to generate over 100 peak hour trips and 623 daily trips. In summary, the number of vehicle trips anticipated to be generated by the Proposed Project is extremely low, approximately one new vehicle trip every 30 minutes during the peak hour, and impacts to existing traffic operations will be minimal. If the site were to be developed into a light industrial building the trip generation potential increases to over 100 trips for the peak hours and 623 daily trips. Please contact Katie Schmidt at katie(&s2traffic.com with any questions. Figure 2. Site Plan Orono Garage Storage Trip Generation Review Page 12 171 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C D ORONO INDUSTRIAL BOULEVARD Pumper Fire truck Pumper Fire Truck Overall Len th Overall Width Overall Body Height Min Body Ground- Clearance Track Width Lock —to —lock time Max Wheel Anqle A 40.000ft 8.167ft 7.745ft 0.656ft 8.167ft 5.00s 45.00° / d ° 13 d 35 ° ° d 14 d d 34 a 15 ° 16 ° a 33 d d 17 — — ad 0 32 ° 18 71 19 a BUIL[ )ING 2 a ° 31 ° ° d' 20 d 30 21 a d ° d — d 29 22 a ° 23 28 a 24 ° 27 d ° ° 25 d d° d 26 d ��qff�It6 ° MNDOT RIGHT OF WA Y PLA T NO 27-129 ° ° 76 ° d .. 77 d ° ° d d° 78 ° 79 ° BUILDING 5 d ° ° 80 ° 81 ° a 82 d ° 83 d ° °d 84 d 85 0 10 20 40 SCALE: 1" = 20' ORIGINAL GRAPHIC SCALE HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MIN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T m w 2 co 0 m U a� U (n C 0 a� Of 0 0 — fl- = w J U U 7, m a� z 0 0 V ) 0 0 Z 0 ao = UZ w LLI Q Z Ur J 0 112111� LU Q ~ C) U 0 LU Z 1121� 0 `L 00-0 Date: 03/03/2025 ,lob No.: 24015 EX1 Sheet EX1 Of EX5 172 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C D :a ORONO INDUSTRIAL BOULEVARD Pumper Fire truck ° x I I I I �i . --a 1 ° 4 x 13 35 P Passenger Car P PMINassenger Co ° x ° ° — — d 2 ° ° 14 d d d ° a — — 34 P Passenger Car ° 3 a P — Passenger Ca 15 ° ° ° 4 ° d ° 16 33 P Passenger Car P Possen er — 9 5 d d ° 17 — — o as BUILDING 1 a ° 32 Pa Passenger Car P Passenger Ca 6 4 18 ° ° 7 d ° ° v 19 a a B U I L M I N G 2 Passenger Car _ ° 31 P Passenger Co d 8 d ° ° a 20 P Passenger Car 9 30 P Passenger Co a 21 ° ° d d d 10 29 Passenger Car P Passenger Ca 22 a ° 11 P Passenger Car P Ca . ° 23 28 Passenger a ° ° a d 12 ° 24 d ° P Passenger Ca �' 27 d ° d ° 25 ;. d ° MIN 4 ° 26 P Passenger Ca x Pumper Fire Truck Overall Len th Overall Width Overall Body Height Min Body Ground- Clearance Track Width Lock —to —lock time Max Wheel Anqle 40.000ft 8.167ft 7.745ft 0.656ft 8.167ft 5.00s 45.00° 36 55 37 54 38 53 39 52 BUILDING 3 51 40 41 50 49 42 43 48 44 47 d a d ° 76 ° 77 ° d 78 ° 79 ° BUILDING 5 d ° ° 80 81 ° a 82 d ° 83 d ° °d 84 d 45 I 46 II 1 / ° al 1 nn II 1 l ° II 85 MNDOT RIGHT OF WA Y PLA T NO 27-129 0 10 20 40 SCALE: 1" = 20' ORIGINAL GRAPHIC SCALE HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MIN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T m co 0 m U a� U 0 a� Of 0 o — = w fl- U Cn a� J 7 m 0 a o z 0 V ) 0 0 Z 0 mo =� UZ wD WQ Z� (DJ 0 U) Q Q 00 Q 112111�W J>— Q CU J (� C/ Q U �-- Q Z � 0 L� 00-0 Date: 03/03/2025 ,lob No.: 24015 EX2 Sheet EX2 of EX5 173 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C D ORONO INDUSTRIAL BOULEVARD �i - Car as Camper hailer _ _ I lr�t - Car 4 Camper bailer x x a I 1 x 13 35 ° x ° — — d 2 d 14 — ° d d a3 3 d 15 ° 4 ° 16 a 33 5 d ° 17 — — 0 BUILDING 1 ° 32 6 18 7 d b 19 a BUIL[ )ING 2 31 d 8 20 9 ° 30 a 21 d d - a d n 10 29 22 — — a 11 23 28 a 12 ° 24 \ 27 \ d 25 — — - 26 x Vax 47.2° Horiz Max 10° Vert P/T — Car and Camper Trailer Overall Len th Overall WidX Overall Body Hei ht Min Body Ground Clearance Max Track Width Lock —to —lock time Max Steering Angle Virtual 48.701 ft 8.000ft 10.008ft 0.795ft 8.000ft 4.00s 21.50° MNDOT RIGHT OF WA Y PLA T NO 27-129 ° ° 76 ° 77 ° d d° 78 ° 79 ° BUILDING 5 d ° ° 80 ° 81 ° a 82 d ° 83 d ° °d 84 d 85 0 10 20 40 SCALE: 1" = 20' ORIGINAL GRAPHIC SCALE HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T m co 0 m U a� U N 0 a� Of 0 o - fl- = Lu J U (n o� 7 m a� z � 0 V ) 0 0 Z 0 = X U Z w z LL1 Q O v Q ^J^ Q 1..� J 112111� W 0 Q �-- 1110� (D w U 0 Lu Z 0 Q 00-0 U 0 Date: 03/03/2025 ,lob No.: 24015 EX3 Sheet EX3 of EX5 174 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C D ORONO INDUSTRIAL BOULEVARD P�B - CofT Bo 11011ei I I x I I d X 1 x 13 35 x ° ° d 2 d ° 14 d d o ° 0 1 34m 3 d U 15 a ° 4 ° 1 16° a 33 5 d ° 17 — — 0 BUILDING 1 ° 32 6 18 7 d b 19 a a a BUIL[ )ING 2 d 31 d 8 a 20 9 ° 30 a d d a 21 - d 10 n17 29 — — a 22 11 23 28 a ° \ d 12 ° 24 - 27 \ ° d \ 25 ° 26 ax 61.1 ° Horiz ax 10` Vert P/B — Car and Boat Trailer Overall Len th Overall Widt� Overall Body Height Min Body Ground- Clearance Max Track Width Lock —to —lock time Max Steering Angle (Virtual) 42.000ft 8.000ft 6.305ft 0.681 ft 8.000ft 4.00s 31.60° - as ° MNDOT RIGHT OF WA Y PLA T NO 27-129 ° ° 76 ° 77 ° d d° 78 ° 79 ° BUILDING 5 d ° ° MNDOT RIGHT OF WA Y PLA T NO 27-129 ° ° 76 ° 77 ° d d° 78 ° 79 ° BUILDING 5 d ° ° 80 ° 81 ° a 82 d ° 83 d ° °d 84 d 85 0 10 20 40 SCALE: 1" = 20' ORIGINAL GRAPHIC SCALE HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T m w 2 co 0 m U a� 0 (n C 0 a� Of 0 0 — fl- = w J U U o� 7, m a� z 0 0 V ) 0 m 0 _ z LU 0 z Uz 0 LL 1 Q J V J Q 0— W 0 Q v 0� CD w LU 0 z 0 � 0 0 m Date: 03/03/2025 ,lob No.: 24015 EX4 Sheet EX4 of EX5 175 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C D J ORONO INDUSTRIAL BOULEVARD :q0[[ff11U6 x x d d d X 1 ° ° ° x 13 d ° ° a a 35 36 55 56 75 76 ° — 2 P Passenger ° ° — — ° ° ° a Cor 14 ° ° ° — — — — — — — — — — °. — — d ° a a ° — — 34 a POSSeuger COf L 37 — — P Passenger CO 57 — — 7 7 3 a ° ° 54 - ° 74 P Passenger Cor 15 ° ° _ — ° as ° 4 ° a ° a ° 16 ° a d 33 d 38 53 d as 58 73 a°, 78 5 ° — P Passenger Ca ` 17— d d d ° ° a — — a as a d 79 BUILDING 1 39 52 ° 59 ° 6 a a 18 32 BUILDING ° a 3 BUILDING 4 72 a BUILDING 5 7 d a ° b 19 51 — — ° a a B U I L [) I N G 2 31 �a.� _ _ P Passenger Co -- 40 L Passenger Cor - ° 60 °a- P Passenger Ca � 80 ° 71 8 ° a 20 9 ° 30 d. 41 ° 61 70 ° a a 21 50 81 a 4, a a n a ° n 10 P Passenger Cor 22 29 a 42 49 a 62 69 a 82 ° 11 ° 23 28 ° 43 48 68 a ° 63 a 83 \ 12 a 24 ° a- ° _ ° ° ° ° 27 P PosserlIMPger Car 44 47 P Passenger Ca a 64 67 P Posses er Cor g — 84 a 25 a 17 26 a 65 66 \ 45 46 a ° 85 � d d Pumper Fire Truck Overall Len th Overall Width Overall Body Height Min Body Ground- Clearance Track Width Lock —to —lock time Max Wheel Anqle 40.000ft 8.167ft 7.745ft 0.656ft 8.167ft 5.00s 45.00° MNDOT RIGHT OF WA Y PLA T NO 27-129 0 10 20 40 SCALE: 1" = 20' ORIGINAL GRAPHIC SCALE HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MIN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T m w co 0 T m U a� U 0 a� Of 0 o — fl- = Lu J U (n o 7 m -0 m z 0 � r ) V 0 = Q LU Z z 0 0 U Z Q i W Q ZD J I..L Q0 U 1..� Lu Q U (n 0 0 LU �e Z elf 0 0LU LL Date: 03/03/2025 ,lob No.: 24015 EX5 Sheet EX5 Of EX5 176 ORONO PRESERVE RESIDENTIAL DEVELOPMENT w M M ORONO INDUSTRIAL BOULEVARD i I 2 --3- ------ 'd 4 I 5 I BUILDING 1 6 —_—� - ---8 9 10 I d \ \ I I TEMPUS ORONO LLC PID:3311823130020 I I I I I I I I I � I I d . ----------------- -------------------- - 35 -e .d d a a 77 d d d----------- - ---------L4 '------- 34- 15 -------------- 33 17 32 18 19 BUILDING 2 31 — — 20 — — --------- 21 — — ----------129--- ------------ -- - - - - 22- - , ------------------------ 11 i I 1$_ i ------------- d,------------i -----------i------------ 27 i 25 j ' d - ------ 36 55 d 37 < 54 38 ---------- ------------------- ------ I I 153------- 39 52 ----------' BUILDING - � 3 I i------ e. ---------- ---- ---------- 51 40 ------------ e. ---41 ------- 50 `4. 42 49 43 48 a < d- 44 47 45 46 f'4 d MNDOT RIGHT OF WAY PLAT NO 27-129 METRO STORAGE ORONO LLC PID:3311823130019 **For illustration purposes and each owner will manage the parking for their space -1 LL 76 -----------�------------ 77 P - 78 _ ------------ 79 BUILDING 5 I 80 i e------------' - ---------- 81 82 -------------83 u° I I I ------------84---------' i I --- 785 ---------J WJM PROPERTIES LLC PID:3311823130015 0 HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCHMARK: CALL GOPHER STATE ONE CALL 811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. m T m m U U c O O 0_ O O Q- = J U � 0 T m � N O Z C O1 (n � U) O z a o z O U Z U) w Q J '^ J J 0. w Q V O Q Z 0� O w z_ O Date: ,lob No.: 24015 EX6 cn z O U O LL O z 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C D w ORONO PRESERVE RESIDENTIAL DEVELOPMENT I PROPOSED SHRUBS (TYP) I STAGGER CONIFERS & TREES AS SHOWN (TYP) m J Q 0 U Q O 10.0' GRASS BUFFER 8.0' (TYP) 8.0' (TYP) "/ . L wwI I - x I NOTES: 1. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER WITH ANY DISCREPANCIES. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION STAKING. 3. INSTALL PERIMETER BMP'S PRIOR TO ANY CONSTRUCTION. 4. ALL TREES AND TREE ROOT ZONES OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. 5. SEE SHEET C5.0 FOR CONSTRUCTION DETAILS. TEMPOS ORONO LLC PID: 3311823130020 ORONO INDUSTRIAL BOULEVARD .X] I, Em METRO STORAGE ORONO LLC PID: 3311823130019 , ". ,,,,, MNDOT RIGHT OF WAY PLAT NO 27-129 PLANT -SCHEDULE TREES TYPE CONT QTY Shade Trees 1.5" to 2.0" 18 Ornamental 1.0" 17 Large Deciduous Tree 2' - 4' 18 SHRUBS TYPE CONT QTY Small Coniferous Shrubs 18" - 24" 27 Small Deciduous Shrubs 18" - 24" 27 CONIFERS TYPE CONT QTY Coniferous Tree 4' - 6' 85 QTY SUM OF TREES 192 GROUND COVERS CODE BOTANICAL / COMMON NAME CONT SPACING QTY NATIVE GRASSES / Filter Strip Mix Shooting Star Native Seed or approved equal Seed 35,550 S.F. ° 00000 00000 O ° O ° O ° O °°°00000°°°°°°°°°°°°°°° O°00000 0 0 0 0 0 0 0 0 0 0 0 0 °°°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°°°°° O°°°°°°°°°°°°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ROCK 3/4" River Rock / 3/4" River Rock --- 3,100 S.F. GRASS BUFFER Poa pratensis / Kentucky Bluegrass --- 5,760 S.F. EX. BOUNDARY 0 15 30 60 SCALE: 1" = 30' ORIGINAL GRAPHIC SCALE WJM PROPERTIES LLC PID: 3311823130015 16.0' (TYP) 1431 / i 1430 _ 0 0 NATIVE GRASS (TYP) LEGEND PROPOSED V AND 5' CONTOURS PROPOSED TREE PROPOSED SHRUB PROPOSED CONIFER 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. SIGNATURE: DATE: 09/18/2024 LICENSE NUMBER: 50731 TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC BENCH CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. T m w 2 co 0 m U U L U c 0 a� Of 0 0 — fl- = Lu J U U d 0 7 m -0 z c 0 0 0 V ) O 0 z z J O a_ Uz LU W Q v (DJ Q 0 z 0. L Q �__ 0 Cn LLI U) O a_ z 0 O 00-0 O Date: 09/18/2024 ,lob No.: 24015 Ll ■ 0 Sheet L 1.0 of L 1.1 178 1 2 3 4 CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT A B C 4 PLANTING AT TURF AREAS. KEEP TURF CLEAR FOR A 18" RADIUS CIRCLE AROUND THE TREE. MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. RECESS TURF AREA 1" TO ALLOW FOR MULCH. FINISHED GRADE AT LAWN. JOO O + < m m m J N O J Q ED � <<< Q O O or O N (0 O " N N 1,0 BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. PLANT PIT DETAIL SET ROOTBALL CROWN 1 1 /2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. ROOTBALL l)=261611CYSII 32" AT 15 GALLON 48" AT 24" BOX 60" AT 30" BOX 72" AT 36" BOX 2 TREE SINGLE STAKE PLANTING 1" = 1'-0" PLANTING AT SHRUB AREAS. KEEP MULCH 6" — 8" FROM BASE OF TREE. MULCH WATER WELL AREA TO 3" DEPTH. 6" HIGH WATER WELL AT SHRUB AREAS. FINISHED GRADE AT SHRUBS- PLANT TABLETS AS NOTED OR SPEICIFIED NATIVE SOIL MIX FIRMLY COMPACTED. PLANTING NOTES: 1. THE LANDSCAPE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN THE LIMIT OF WORK AND IS RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 2. ALL TREE AND SHRUB LOCATIONS ARE TO BE STAKED ON SITE FOR APPROVAL BY THE CONSULTANT PRIOR TO INSTALLATION. 3. SUBSTITUTIONS: THE CONSULTANT SHALL APPROVE ANY SUBSTITUTION. 4. DO NOT PRUNE PLANTS UNLESS DIRECTED TO DO SO BY THE CONSULTANT. 5. CONTAINER STOCK IS PREFERRED FOR ALL PLANTS. IF CONTAINER STOCK IS NOT AVAILABLE FOR TREES, THEN ALL B&B PLANT MATERIAL SHALL HAVE ALL WIRE, TWINE, OR OTHER CONTAINMENT MATERIAL, EXCEPT FOR 100% HEMP BURLAP, REMOVED FROM THE TRUNK AND ROOT BALL OF THE PLANT PRIOR TO PLANTING. REMOVE THE TOP 2/3 OF THE HEMP BURLAP AFTER PLACING PLANT IN THE PIT. 6. PLANTING SOIL FOR ALL PLANTING AREAS: a. DO NOT STORE BULK MATERIALS NEAR STRUCTURES, OVER EXISTING PLANTING, OVER UTILITIES, WALKWAYS AND PAVEMENTS. a. PROVIDE EROSION CONTROL MEASURES TO PREVENT DISPLACEMENT OF BULK MATERIALS, DISCHARGE INTO WATERWAYS OR SEWERS, AND AIRBORNE DUST. b. PREPARING PLANTING AND SEEDING AREAS; SPREADING SOIL SHALL BE COMPLETED BY THE LANDSCAPE CONTRACTOR AND SUPERVISED BY THE GENERAL CONTRACTOR SO THAT GRADES ARE MET AS NOTED ON THE GRADING PLANS. C. PLANTING SOIL DEPTH SHALL BE A MINIMUM OF SIX (6) INCHES IN ALL LANDSCAPE BEDS. d. ALL PLANTING AREA SOIL SHALL BE 2-WAY (60% SAND, 40% COMPOST) TOPSOIL FROM AN APPROVED SOURCE. PROVIDE A 1-QUART SAMPLE FOR APPROVAL PRIOR TO IMPORTING ANY SOIL. TOPSOIL NOT MEETING INDUSTRY STANDARDS FOR COMPOSITION AND NUTRIENTS SHALL BE REJECTED. e. APPLY 2 INCHES OF APPROVED PLANTING SOIL OVER PREPARED SUBGRADE AND TILL INTO TOP 4 INCHES OF SUBSOIL. INSTALL REMAINING PLANTING SOIL TO A MINIMUM OF 4 INCHES SO THE TOTAL MINIMUM DEPTH OF NEW PLANTING SOIL IN NO LESS THAN 8 INCHES. ROLL AND RAKE SMOOTH. ENSURE NO ROCKS OR OTHER DEBRIS EXCEEDING 3 INCHES IN DIAMETER REMAIN. f. IF PREPARED SOIL OR PREPARED SUBGRADE IS RE -COMPACTED, RESTORE AS DIRECTED BY THE CONSULTANT. 9. INSTALL ROCKS IN ALL PLANTING BEDS TO A DEPTH OF 3 INCHES. 10. ROCKS SHALL NOT BE ABOVE OR MORE THAN 1/2 INCH BELOW ADJOINING SURFACE. MULCH SHALL BE HELD BACK 2-3 INCHES FROM THE STEMS AND TRUNKS OF PLANTS. 11. DURING PLANTING OPERATIONS, KEEP ADJACENT PAVING AREAS CLEAN AND PROTECTED FROM DAMAGE. WORK AREA SHALL BE KEPT CLEAN AND ORDERLY. 12. REMOVE NURSERY TAGS AND STAKES. 13. WARRANTY: INSTALLER AGREES TO WARRANTY PLANTING THAT FAILS IN MATERIALS, WORKMANSHIP OR GROWTH WITHIN A WARRANTY PERIOD OF 12 MONTHS FROM THE DATE OF PLANTING COMPLETION. 14. PLANT SYMBOLS SHALL DICTATE PLANT COUNT. 15. ALL LANDSCAPING SHALL BE PLANTED AND MAINTAINED IN A LIVING CONDITION BY THE CONTRACTOR UNTIL FINAL OWNER ACCEPTANCE. 16. IRRIGATION TO BE DESIGN BUILD BY IRRIGATION CONTRACTOR IF DESIRED BY OWNER. NOT PART OF THIS CONTRACT. TREE AS SPECIFIED. "CINCH —TIE", "GRO—STRAIT", OR EQUAL FLEXIBLE RUBBER TREE TIES IN FIGURE EIGHT FASHION. ATTACH TO STAKE WITH TWO w w GALVANIZED ROOFING NAILS. � W � w J 2" DIAMETER LODGEPOLE PINE Q X TREATED TREE STAKE. SET O PERPENDICULAR TO PREVAILING 00 WIND. a 1 a REMOVE NURSERY STAKE BY THE `r I END OF MAINTENANCE. Round -topped soil berm 4" high x 8" wide above root ball surface shall be centered on the downhill _ side of the root ball for 240°. g _ _ _ —1 1 I-1 — ROOT - I I I -I I I_ Berm shall begin at root ball 1-1 I BALL 1 1 1— 1 I '- periphery. z BACKFILL PLANTING AS PER 4" layer of mulch. No more PLANTING DETAIL. than 1" of mulch on C° top of root ball. AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT STAKES. STAKING DETAIL Native soil. 3 TREE ON SLOPE - UNMODIFIED SOIL FX-PL-FX-TREE 02 1/2" = 1'-0" SLOPE 5% (20:1) TO 50% (2: 1) Original slope should pass through the point where the trunk base meets substrate/soil. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Slope sides of loosened soil. Finished grade. Bottom of root ball rests on existing or recompacted soil. 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. SIGNATURE: DATE: 09/18/2024 LICENSE NUMBER: 50731 TYPED OR PRINTED NAME: MATTHEW R. HAGSTROM HAGSTROM ENGINEERING CIVIL ENGINEERS I LAND CONSULTANTS 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC RGNIrI-IAAADV- CALL GOPHER STATE ONE CALL 811 CALL 2 YOU BUSINESS DAYS IN ADVANCE BEFORE DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. a Co a� i� 0 m (D U N L U U) c 0 Of 0 o — = w J U U' o T m � o z W 0 U) O 0 z O i U z Q LLI Q w J 0 0. LU LU W U) 0 z O J z O/ 0. O Date: 09/18/2024 Job No.: 24015 L 1 ■ Sheet L 1.1 of L 1.1 _O H U ZD cn z O U W O IL 7 179 1/6/25, 12:23 PM RM Residential Ornamental Steel Fence Pinnacle I Betafence IE1 BETAFENCE Home > All > TruView Ornamental - Steel Fence Panels - Pinnacle - Pressed Point TruView Ornamental - Steel Fence Panels - Pinnacle - Pressed Point $137.31 Pay in 4 interest -free installments of $34.32 with shop= Learn more DRAW IT & QUOTE IT TruView is the leading residential ornamental fence available today. Size: 6ft 5 ft tall Style: Pinnacle SKU: 4013230 Ir i Quantity — 1 + ADD TO CART Frequently Bought Together ' Chat 00 C )s://shop.betafenceusa.com/products/truview-ornamental-steel-fence-panels-pinnacle?variant=45551946399997 1/5 GENERAL NOTES: A. THE ELECTRICAL EQUIPMENT SHOWN ON THIS SHEET IS DIAGRAMMATICAL IN NATURE AND REPRESENTS APPROXIMATE LOCATIONS IN OR ON SPACE/ROOM/AREA OR EQUIPMENT. CONTRACTOR TO VERIFY THE EXACT LOCATION AND COORDINATE WITH NECESSARY TRADES. LIGHTING FIXTURE SCHEDULE SYMBOL DESCRIPTION MFR./ CAT. NO. LAMP TYPE INPUT POWER/VOLT REMARKS/ACCESSORIES k�)WET LOCATION - WALL MOUNT LED LITHONIA LIGHTING LED 15 WATTS CAT. NO. 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PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY PRELIMINARY NOT FOR CONSTRUCTION 0<� 1qQ O Q �G01 V O O DEREK R. SACHS, P.E. 44638 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2024 - ALL RIGHTS RESERVED. 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PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY PRELIMINARY NOT FOR CONSTRUCTION 0<� 1qQ O Q �G01 V O O DEREK R. SACHS, P.E. 44638 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2024 - ALL RIGHTS RESERVED. DATE: DRAWN: 09.24.2024 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 181 +10.1 +4.0 +1.3 +1.2 +3.3 +8. 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PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY PRELIMINARY NOT FOR CONSTRUCTION 0<� 1qQ O Q �G01 V O O DEREK R. SACHS, P.E. 44638 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2024 - ALL RIGHTS RESERVED. DATE: DRAWN: 09.24.2024 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 181 8 ° 4 4 20 d +3 0.3 4 +2 d 0.2 +5 ° 0.5 4 ° d +2 1.8 19 A +6.8 1 .1 +11 99 a +9 4 d ,30 +3.0 + 7 3 +.8 18 ° + 3 +.3 + 3 +.2 + 6 4 +.6 �4 BUILDI 14G 4 17 < +22 3 7.6 + +1 .8 +1 . 4 .7 ° + 16 d 5 +2.5 + .6 d +.7 d _ .4 d +.4 ° d + 7 0.7 + 7 2.5 + 6 15 + 3 +8.3 + LO + ° + .8 7 14 +1.9 ° + .6 ° +.7 d + .9 +.9 + .2 8 13 +3.1 d .9 ° 12.4 7 9 d +5.6 d �J ° .4 12 +1.6 5 +.6 9 +.9 3.4 10 11 +3.3 41/ 7 6.8 W1 + .5 +1.1 +3.2 W1 +1.6 +.7 +.4 +.8 +1.9 +.6 +.4 +.3 +.4 +.6 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.4 +.3 +.3 +.3 +.4 +1.3 +.7 +.5 +.8 +1.3 +3.3 +1.3 +.8 +1.5 +3.7 W1 W1 ' 9 +5.0 +1.1 +1.0 +2., +5.9 W1 W1 +4.0 +1.6 + .9 +1.8 +4.8 , +1.8 + .9 + .6 +1.0 +2.0 +.6 +.4 +.4 +.5 +.6 +.3 +.2 +.2 +.2 +.3 +.2 +.2 +.2 +.2 +.2 +.5 + 4 +0 3 + 4 +.4 +1.5 +.8 +.6 +.8 +1.3 W I +3.5 +1.3 +.9 +1.7 +4.0 W1 W 1 +4.8 +1.6 +1.0 +2.4 +6.7 W1 +3.6 +1.3 +.9 +1.9 +4.9 +1.5 0.8 +.6 +1.0 +1.8 +.6 +.4 +.4 +.5 +.6 +.4 +.3 +.3 +.3 +.3 +1.6 +.8 +.6 +1.0 +1.7 +3.7 +1.3 +.9 +1.9 +4.7 W1 W1 9 +4.8 +1.6 +1.1 +2.4 +6.7 W1 W1 +3.2 +1.3 +.9 +1.8 +4.3 +1.3 0.8 0.6 0.9 +1.5 +.6 +.5 +.4 +.5 +.6 +.7 +.5 +.5 +.6 +.7 +1.9 +.9 +.7 +1.1 +2.1 +3.9 +1.4 +1.0 +2.0 +5.2 W1 W1 4 Ni +4.5 +1.5 +1.1 +2.4 +6.7 2.8 1.1 0.9 1.7 W 1 + + + + + 4.0 +1.1 +.7 +.6 +.9 +1.4 +.5 +.4 +.4 +.5 +.5 +.7 +.4 +.4 +.5 +.6 +1.6 +.6 +.5 +.8 +1.7 +2.5 +.8 +.6 +1.3 +3.6 W1 W1 d 3.3 ° �D.8 1 0.3 U2 0.5 .9 2 d +7.2 0. 3.1 + 3 d +�O.3 +.2 °4 +.5 4 ° +1S BUILDING 5 +7.2 51 9 + d +2.5 5 + 61 +.3 +.6 +2.4 a 6 +9.0 +1 .t +7. +.0 7 ° d 0.6 + +018 41'9 w +10. ��Jj +1 a +6.9 9 a +1.7 d +.6 d a .7 +.6 10 d 76 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0 D:B $B- �.0 + g0 00 n n0 38 22 09 04 05 14 29 0.4 0.0 00 00 00 00 00 00 00 00 00 00 00 00 29 14 O6 05 14 30 7 00 00 00 00 00 00 00 00 00 00 00 00 00 35 17 O6 05 12 30 58 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 09 07 04 03 03 05 OS 05 00 00 00 00 00 00 00 00 00 00 0.0 00 03 OS 05 03 03 06 OB OB 00 00 00 00 00 00 00 0.0 0.0 00 00 00 00 09 96 04 03 06 11 15 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 MNDOT RIGHT OF WAY PLAT NO 27-129 SITE PLAN - LIGHTING PHOTOMETRICS 1 " = 20'-0" AA, LLt. 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY PRELIMINARY NOT FOR CONSTRUCTION 0<� 1qQ O Q �G01 V O O DEREK R. SACHS, P.E. 44638 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2024 - ALL RIGHTS RESERVED. DATE: DRAWN: 09.24.2024 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 181 W1 + .5 +1.1 +3.2 W1 +1.6 +.7 +.4 +.8 +1.9 +.6 +.4 +.3 +.4 +.6 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.4 +.3 +.3 +.3 +.4 +1.3 +.7 +.5 +.8 +1.3 +3.3 +1.3 +.8 +1.5 +3.7 W1 W1 ' 9 +5.0 +1.1 +1.0 +2., +5.9 W1 W1 +4.0 +1.6 + .9 +1.8 +4.8 , +1.8 + .9 + .6 +1.0 +2.0 +.6 +.4 +.4 +.5 +.6 +.3 +.2 +.2 +.2 +.3 +.2 +.2 +.2 +.2 +.2 +.5 + 4 +0 3 + 4 +.4 +1.5 +.8 +.6 +.8 +1.3 W I +3.5 +1.3 +.9 +1.7 +4.0 W1 W 1 +4.8 +1.6 +1.0 +2.4 +6.7 W1 +3.6 +1.3 +.9 +1.9 +4.9 +1.5 0.8 +.6 +1.0 +1.8 +.6 +.4 +.4 +.5 +.6 +.4 +.3 +.3 +.3 +.3 +1.6 +.8 +.6 +1.0 +1.7 +3.7 +1.3 +.9 +1.9 +4.7 W1 W1 9 +4.8 +1.6 +1.1 +2.4 +6.7 W1 W1 +3.2 +1.3 +.9 +1.8 +4.3 +1.3 0.8 0.6 0.9 +1.5 +.6 +.5 +.4 +.5 +.6 +.7 +.5 +.5 +.6 +.7 +1.9 +.9 +.7 +1.1 +2.1 +3.9 +1.4 +1.0 +2.0 +5.2 W1 W1 4 Ni +4.5 +1.5 +1.1 +2.4 +6.7 2.8 1.1 0.9 1.7 W 1 + + + + + 4.0 +1.1 +.7 +.6 +.9 +1.4 +.5 +.4 +.4 +.5 +.5 +.7 +.4 +.4 +.5 +.6 +1.6 +.6 +.5 +.8 +1.7 +2.5 +.8 +.6 +1.3 +3.6 W1 W1 d 3.3 ° �D.8 1 0.3 U2 0.5 .9 2 d +7.2 0. 3.1 + 3 d +�O.3 +.2 °4 +.5 4 ° +1S BUILDING 5 +7.2 51 9 + d +2.5 5 + 61 +.3 +.6 +2.4 a 6 +9.0 +1 .t +7. +.0 7 ° d 0.6 + +018 41'9 w +10. ��Jj +1 a +6.9 9 a +1.7 d +.6 d a .7 +.6 10 d 76 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0 D:B $B- �.0 + g0 00 n n0 38 22 09 04 05 14 29 0.4 0.0 00 00 00 00 00 00 00 00 00 00 00 00 29 14 O6 05 14 30 7 00 00 00 00 00 00 00 00 00 00 00 00 00 35 17 O6 05 12 30 58 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 09 07 04 03 03 05 OS 05 00 00 00 00 00 00 00 00 00 00 0.0 00 03 OS 05 03 03 06 OB OB 00 00 00 00 00 00 00 0.0 0.0 00 00 00 00 09 96 04 03 06 11 15 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 MNDOT RIGHT OF WAY PLAT NO 27-129 SITE PLAN - LIGHTING PHOTOMETRICS 1 " = 20'-0" AA, LLt. 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY PRELIMINARY NOT FOR CONSTRUCTION 0<� 1qQ O Q �G01 V O O DEREK R. SACHS, P.E. 44638 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2024 - ALL RIGHTS RESERVED. DATE: DRAWN: 09.24.2024 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 181 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0 D:B $B- �.0 + g0 00 n n0 38 22 09 04 05 14 29 0.4 0.0 00 00 00 00 00 00 00 00 00 00 00 00 29 14 O6 05 14 30 7 00 00 00 00 00 00 00 00 00 00 00 00 00 35 17 O6 05 12 30 58 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 09 07 04 03 03 05 OS 05 00 00 00 00 00 00 00 00 00 00 0.0 00 03 OS 05 03 03 06 OB OB 00 00 00 00 00 00 00 0.0 0.0 00 00 00 00 09 96 04 03 06 11 15 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 + 0.0 + 0.0 + 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 MNDOT RIGHT OF WAY PLAT NO 27-129 SITE PLAN - LIGHTING PHOTOMETRICS 1 " = 20'-0" AA, LLt. 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY PRELIMINARY NOT FOR CONSTRUCTION 0<� 1qQ O Q �G01 V O O DEREK R. SACHS, P.E. 44638 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2024 - ALL RIGHTS RESERVED. DATE: DRAWN: 09.24.2024 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 181 MNDOT RIGHT OF WAY PLAT NO 27-129 SITE PLAN - LIGHTING PHOTOMETRICS 1 " = 20'-0" AA, LLt. 763.559.9100 2300 Berkshire Lane N, Suite 200 www.vaaeng.com Plymouth, MN 55441 CLIENT: ROBERT L. PAGE 5840 CLUB VALLEY RD SHOREWOOD, MN 55331 PROJECT: ORONO GARAGE CONDOS 430 OLD CRYSTAL BAY RD ORONO, MN 55356 NO. DATE ISSUE/REVISION BY PRELIMINARY NOT FOR CONSTRUCTION 0<� 1qQ O Q �G01 V O O DEREK R. SACHS, P.E. 44638 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2024 - ALL RIGHTS RESERVED. DATE: DRAWN: 09.24.2024 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 181 0<� 1qQ O Q �G01 V O O DEREK R. SACHS, P.E. 44638 NOTICE: THE DESIGN SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, DETAILS, DEVELOPMENTS, GRAPHICS AND MODELS THEREOF, ARE THE EXCLUSIVE PROPERTY OF VAA, LLC, AND CAN'T BE COPIED, DUPLICATED, REPRODUCED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, NOR CAN ANY DERIVATIVE WORK BE MADE UNLESS EXPRESSLY AUTHORIZED IN WRITING BY VAA, LLC. COPYRIGHT VAA, LLC 2024 - ALL RIGHTS RESERVED. DATE: DRAWN: 09.24.2024 CTM DESIGNED: CHECKED: APPROVED: CTM DRS DRS DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 181 DRAWING TITLE: SITE PLAN - LIGHTING PHOTOMETRICS PROJECT NO: DRAWING NO: 240776 SCALE: E O O 1 AS NOTED 181 if 1 r ' ft } ,Ic y 'P- le r - �e �• • Lam. W. 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J - s is, •, W. rF.. •A !W �. it 'OF 4" . -i • . _ ! i.}e -. _ AL --.I.;�� A je .*4r W- ilw- 71% moolimi TP7 'Worok, ft, - in" Sam -tA ■ FM r-V ri-. i ■ :. Zoning Districts �: Ay • {, ■ ■ Cm ■. •7 ILI Jun 08, 2024 f PMN} �- "iti or 7 ' ,* y rt ,. COMMON INTEREST COMMUNITY NUMBER Condominium ORONO GARAGE CONDOMINIUMS DECLARATION THIS INSTRUMENT WAS DRAFTED BY: Edwin Chanin Chanin Law Firm, P.A. 18171 82nd Place North Maple Grove, Minnesota 55311 (612) 963 7707 ed@chaninlaw.com 210 Table of Contents SECTION 1 DEFINITIONS........................................................................................................... 6 SECTION 2 DESCRIPTION OF UNITS, BOUNDARIES AND RELATED EASEMENTS...... 8 2.1. Units.......................................................................................................................8 2.2. Unit Boundaries...................................................................................................... 8 2.3. Appurtenant Easements.......................................................................................... 8 SECTION 3 COMMON ELEMENTS, LIMITED COMMON ELEMENTS AND OTHER PROPERTY.................................................................................................................................... 8 3.1. Common Elements................................................................................................. 8 3.2. Limited Common Elements.................................................................................... 9 SECTION 4 ASSOCIATION MEMBERSHIP; RIGHTS, INTERESTS AND OBLIGATIONS. 9 4.1. Membership..........................................................................................................10 4.2. Allocation of Voting Rights. Undivided Interests and Common Expense Obligations........................................................................................................................ 10 4.3. Appurtenant Rights and Obligations.................................................................... 10 4.4. Authority to Vote.................................................................................................. 10 SECTION 5 ADMINISTRATION............................................................................................... 10 5.1. General.................................................................................................................10 5.2. Operational Purposes............................................................................................ 11 5.3. Binding Effect of Actions..................................................................................... 11 5.4. Bylaws..................................................................................................................11 5.5. Management.........................................................................................................11 5.6. Rules and Regulations.......................................................................................... 11 5.7. Association Assets: Surplus Funds....................................................................... 11 SECTION6 ASSESSMENTS...................................................................................................... 12 6.1. General.................................................................................................................12 6.2. Annual Assessments............................................................................................. 12 6.3. Special Assessments............................................................................................. 12 6.4. Limited Assessments............................................................................................ 12 6.5. Working Capital Fund.......................................................................................... 13 6.6. Liability of Owners for Assessments................................................................... 14 6.7. Declarant's Liability for Assessments.................................................................. 14 6.8. Assessment Lien................................................................................................... 15 6.9. Foreclosure of Lien: Remedies............................................................................. 15 6.10. Lien Priority: Foreclosure.................................................................................... 15 6.11. Real Estate Taxes and Assessments..................................................................... 16 6.12. Voluntary Conveyances: Statement of Assessments ............................................ 16 SECTION 7 RESTRICTIONS ON USE OF PROPERTY.......................................................... 16 7.1. General.................................................................................................................16 7.2. Subdivision or Conversion................................................................................... 16 7.3. Permitted Uses and Restrictions........................................................................... 17 211 7.4. Leasing . ................................................................................................................ 17 7.5. Parking..................................................................................................................17 7.6. Animals................................................................................................................17 7.7. Signs.....................................................................................................................18 7.8. Exterior Lighting.................................................................................................. 18 7.9. Outdoor Activities................................................................................................ 18 7.10. Quiet Enjoyment: Interference Prohibited........................................................... 18 7.11. Compliance with Law.......................................................................................... 18 7.12. Ponds, Wetlands and Trees.................................................................................. 19 7.13. Time Shares Prohibited........................................................................................ 19 7.14. Access to Units..................................................................................................... 19 SECTION 8 ARCHITECTURAL STANDARDS....................................................................... 19 8.1. Restrictions on Improvements.............................................................................. 19 8.2. Review Procedures............................................................................................... 21 8.3. Remedies for Violations....................................................................................... 21 8.4. Owner Responsibility/Indemnity......................................................................... 21 8.5. Exemptions...........................................................................................................21 SECTION 9 MAINTENANCE AND REPAIR........................................................................... 22 9.1. Association Obligations....................................................................................... 22 9.2. Owner Obligations............................................................................................... 22 SECTION10 INSURANCE......................................................................................................... 23 10.1. Association Insurance........................................................................................... 23 10.2. Cancellation: Notice of Loss................................................................................ 24 10.3. Conflicts with Act................................................................................................ 24 10.4. Owners' Insurance/Indemnity.............................................................................. 24 SECTION 11 RECONSTRUCTION, EMINENT DOMAIN AND TERMINATION ................ 25 11.1. Reconstruction......................................................................................................25 11.2. Eminent Domain................................................................................................... 25 11.3. Termination and Liquidation................................................................................ 25 11.4. Notice...................................................................................................................25 11.5. Association's Authority........................................................................................ 25 SECTION 12 EASEMENTS........................................................................................................ 25 12.1. Access...................................................................................................................25 12.2. Use and Enjoyment.............................................................................................. 26 12.3. Structural Support ................................................................................................. 26 12.4. Encroachments.....................................................................................................26 12.5. Maintenance, Repair, Replacement and Reconstruction ...................................... 26 12.6. Utilities and Services............................................................................................ 26 12.7. Emergency Access to Units.................................................................................. 27 12.8. Project Signs......................................................................................................... 27 12.9. Declarant's Easements......................................................................................... 27 12.10. Other Easements................................................................................................... 27 12.11. Continuation, Scope and Conflict of Easements .................................................. 27 12.12. Non -Interference: Impairment Prohibited............................................................ 27 PA VA 12.13. Benefit of Easements............................................................................................ 27 SECTION 13 COMPLIANCE AND REMEDIES....................................................................... 28 13.1. Entitlement to Relief............................................................................................ 28 13.2. Remedies..............................................................................................................28 13.3. Rights to Hearing.................................................................................................. 29 13.4. Lien for Charges, Penalties, Etc........................................................................... 29 13.5. Costs of Proceeding and Attorneys' Fees............................................................. 29 13.6. Liability for Acts of Owners and Tenants............................................................ 30 13.7. Enforcement by Owners....................................................................................... 30 13.8. Pre -litigation Requirement................................................................................... 30 SECTION 14 DECLARANT RIGHTS........................................................................................ 30 14.1. Complete Improvements...................................................................................... 30 14.2. Relocate Boundaries, Subdivide, Combine, Convert and Alter Units ................. 30 14.3. Marketing Facilities.............................................................................................. 31 14.4. Signs.....................................................................................................................31 14.5. Easements.............................................................................................................31 14.6. Control of Association.......................................................................................... 31 14.7. Consent to Certain Amendments.......................................................................... 31 14.8. Relocation of Boundaries or Subdivision, Conversion or Combination of Units. 31 14.9. Additional Real Estate.......................................................................................... 31 14.10. Other Rights......................................................................................................... 32 SECTION 15 AMENDMENTS................................................................................................... 32 15.1. Approval Requirements........................................................................................ 32 15.2. Procedures............................................................................................................32 SECTION 16 MISCELLANEOUS.............................................................................................. 33 16.1. Severability...........................................................................................................33 16.2. Construction.........................................................................................................33 16.3. Tender of Claims.................................................................................................. 33 16.4. Notices..................................................................................................................33 16.5. Conflicts Among Documents............................................................................... 33 16.6. Duration of Covenants.......................................................................................... 33 iv 213 (Above Space Reserved for Recording Data) COMMON INTEREST COMMUNITY NO. Condominium ORONO GARAGE CONDOMINIUMS DECLARATION This Declaration (the "Declaration") is made in the County of Hennepin, State of Minnesota, on this day of 12025, by Orono Garage Condos, LLC, a Minnesota limited liability company (the "Declarant"), pursuant to the provisions of Minnesota Statutes Chapter 51513, known as the Minnesota Common Interest Ownership Act (the "Act"), for the purpose of creating Orono Garage Condominiums as a condominium under the Act. WHEREAS, Declarant is the owner of certain real property located in Hennepin County, Minnesota, that is legally described in Exhibit B attached hereto, and Declarant desires to submit said real property and all improvements thereon (collectively the "Property") to the Act as a condominium, and WHEREAS, Declarant desires to establish on the Property, a plan for a non-residential development, to be owed, occupied and operated for the use, health, safety and welfare of the Owners and Tenants of the Property, and for the purpose of preserving the value, quality and character of the Property, and WHEREAS, the Property (i) is not subject to an ordinance referred to in Section 515B.1- 106 of the Act, governing conversions to common interest ownership, and (ii) is not subject to a master association as defined in the Act; and WHEREAS, the common interest community does not include shoreland as defined in Minnesota Statutes Section 103F.205. 5 214 THEREFORE, Declarant subjects the Property to this Declaration under the name "Orono Garage Condominiums," consisting of the Units referred to in Section 2, and declaring that this Declaration shall constitute covenants to run with the Property, and that the Property and any real estate added thereto shall be owned, used, occupied and conveyed subject to the covenants, restrictions, easements, charges and liens set forth herein, all of which shall be binding upon all Persons owning or acquiring any right, title or interest therein, and their heirs, personal representatives, successors and assigns. SECTION 1 DEFINITIONS The following words when used in the Governing Documents shall have the following meanings (unless the context indicates otherwise): 1.1 "Act" means the Minnesota Common Interest Ownership Act, Minnesota Statutes Chapter 515B, as amended. 1.2 "Additional Real Estate" means the real property legally described on Exhibit C attached hereto, including any improvement located thereon now or in the future, and all easements and rights appurtenant thereto, which property Declarant has the exclusive right to add to the common interest community. 1.3 "Assessments" means and refers to all assessments levied by the Association pursuant to Section 6 of this Declaration. 1.4 "Association" means Orono Garage Condominium Association, a nonprofit corporation created pursuant to Minnesota Statutes Chapter 317A and Section 515B.3-101 of the Act, whose members consist of all Owners. 1.5 "Board" means the Board of Directors of the Association, as provided for in the Bylaws. 1.6 "Building" means each structure which is or becomes a part of the Property and contains a Unit or Units. 1.7 "Bylaws" means the Bylaws governing the operation of the Association, as amended from time to time. 1.8 "City" means the city of Orono, Minnesota. 1.9 "Common Elements" means all parts of the Property including any improvement thereon, except the Units. 1.10 "Common Expenses" means all expenditures made or liabilities incurred by or on behalf of the Association and incident to its operation, including Assessments 6 215 and items otherwise identified as Common Expenses in the Declaration or Bylaws. 1.11 "Common Interest Community" (also sometimes referred to herein as "CIC") shall mean the contiguous or noncontiguous real estate described on Exhibit B attached hereto that is subject to this Declaration, as more fully described in Section 515B.1-103(10) of the Act. 1.12 "Declarant Control Period" means the time period during which Declarant has the exclusive right to appoint the members of the Board, as described in Section 14.7 of this Declaration. 1.13 "Governing Documents" means this Declaration, and the Articles of Incorporation and Bylaws of the Association, as amended from time to time, all of which shall govern the use and operation of the Property. 1.14 "Limited Common Elements" means a portion of the Common Elements allocated by the Declaration or by operation of Section 515B.2-102(d) of the Act for the exclusive use of one or more but fewer than all of the Units. 1.15 "Member" means all persons who are members of the Association by reason of being Owners as defined in this Declaration. The words "Owner" and "Member" may be used interchangeably in the Governing Documents. 1.16 "Mortgagee" means any Person owning a mortgage recorded against a Unit, which mortgage constitutes a first mortgage lien against the Unit. 1.17 "Owner" means a Person who owns a Unit in fee title, but excluding contract for deed vendors, mortgagees, holders of remainder or reversionary interests and other secured parties within the meaning of the Act. 1.18 "Person" means a natural individual, corporation, limited liability company, partnership, limited liability partnership, trustee, or other legal entity capable of holding title to real property. 1.19 "Plat" means the recorded plat depicting the Property pursuant to the requirements of Section 51513.2-110(c) of the Act, including any amended or supplemental Plat recorded from time to time in accordance with the Act. 1.20 "Property" means all of the real property subjected to this Declaration, now or in the future, including all structures and any other improvement located thereon. The Property is legally described in Exhibit B attached hereto. 1.21 "Rules and Regulations" means the Rules and Regulations of the Association as approved from time to time pursuant to Section 5.6. 7 216 1.22 "Tenant" means any Person or Persons, other than an Owner, occupying or using a Unit. 1.23 "Unit" means a part of the Property, other than the Common Elements, including one or more rooms or enclosed spaces, occupying all or part of one or more floors of a Building, designed and intended for separate ownership and use, as described in Section 2 and shown on the Plat. Any terms used in the Governing Documents and defined in the Act and not in this Section, shall have the meaning set forth in the Act. References to Section numbers refer to the Sections of this Declaration unless otherwise indicated. References to the singular may refer to the plural, and conversely, depending upon context. SECTION 2 DESCRIPTION OF UNITS, BOUNDARIES AND RELATED EASEMENTS 2.1. Units. There are a maximum of eighty-five (85) Units, subject to the right of Declarant to subdivide, combine or convert Units, as provided in Section 14. The Units shall be used exclusively for non-residential purposes, including vehicle, motor -sports and other business storage. Each Unit constitutes a separate parcel of real estate. The Unit identifiers and locations of the Units are as shown on the Plat, which is incorporated herein by reference. A schedule of the Units is set forth in Exhibit A. 2.2. Unit Boundaries. The boundaries of each Unit shall be the interior unfinished surfaces of its perimeter walls, floors and ceilings. Wallpaper, paneling, tiles and other finishing materials adhered to the interior of the Unit boundaries shall be a part of the Unit; provided, that any load bearing portions of any interior or perimeter walls, columns, ceilings or floors, and any common utility lines or other common facilities located in or passing through a Unit, shall be Common Elements. The boundaries of each Unit shall also extend along the inside unfinished surfaces of its perimeter doors and windows, and their frames, and said perimeter doors, windows and frames, and their hardware, shall be deemed to be Limited Common Elements appurtenant to such Unit. Subject to this Section and Section 3.2, all spaces, interior partitions, and other fixtures and improvements within the boundaries of a Unit are a part of the Unit. 2.3. Appurtenant Easements. The Units shall be subject to and benefited by the easements described in Section 12. SECTION 3 COMMON ELEMENTS, LIMITED COMMON ELEMENTS AND OTHER PROPERTY 3.1. Common Elements. The Common Elements and their characteristics are as follows: 3.1.1. All of the Property not included within the Unit boundaries and any load bearing portions of any interior or perimeter walls, columns, ceilings or floors; and any common utility lines or other common facilities located in or passing through a Unit shall be Common Elements. The Common Elements include, but are not limited to, all areas 0 217 and items listed in this Section 3, and those parts of the Property designated as Common Elements on the Plat or in the Act. 3.1.2. The Common Elements shall be subject to (i) the easements described in this Declaration and any other easements recorded against the Common Elements; (ii) the rights of Owners and Tenants in any Limited Common Elements allocated to their respective Units; and (iii) the right of the Association to establish reasonable Rules and Regulations governing the use of the Property. 3.2. Limited Common Elements. The Limited Common Elements are those parts of the Common Elements reserved for the exclusive use of the Owners and Tenants of the Units to which they are allocated. The rights to the use and enjoyment of the Limited Common Elements are automatically conveyed with the conveyance of such Units. The Limited Common Elements are described and allocated to the Units, as follows: 3.2.1. Those items or areas designated as Limited Common Elements on the Plat are allocated to the Units indicated thereon. 3.2.2. Improvements, if any, such as loading dock platforms, built-in vehicle lifts, decks, balconies, awnings, exterior windows and doors, driveways, walks, walkways or entryways constructed as part of the original construction to serve a single Unit or Units, and replacements and modifications thereof authorized pursuant to Section 8, located wholly or partially outside the Unit boundaries, are allocated to the Unit or Units which they serve. 3.2.3. Chutes, flues, ducts, drains, pipes, wires, conduit or other utility installations, bearing walls, bearing columns, or any other components or fixtures located wholly or partially outside the Unit boundaries, and serving only that Unit or Units, are allocated to the Unit or Units they serve. Any portion of such installations serving or affecting the function of the Common Elements is a part of the Common Elements. 3.2.4. Heating, ventilating, air conditioning, plumbing, electrical or mechanical equipment serving only a certain Unit or Units and located wholly or partially outside the Unit boundaries is allocated to the Unit or Units served by such equipment. 3.3 Annexation of Other Property. In addition to the Additional Real Estate, which may be unilaterally annexed only by the Declarant, other real property may be annexed to the common interest community as Common Elements and subjected to this Declaration, in accordance with Section 51513.2-125 of the Act. SECTION 4 ASSOCIATION MEMBERSHIP; RIGHTS, INTERESTS AND OBLIGATIONS Membership in the Association, and the allocation to each Unit of a portion of the votes in the Association and a portion of the Common Expenses of the Association and undivided interests in the Common Elements, shall be governed by the following provisions: 0 218 4.1. Membership. Each Owner shall be a member of the Association solely by reason of owning a Unit, and the membership shall be transferred with the conveyance of the Owner's interest in the Unit. An Owner's membership shall terminate when the Owner's ownership terminates. When more than one Person is an Owner of a Unit, all such Persons shall be members of the Association, but multiple ownership of a Unit shall not alter the voting rights allocated to such Unit nor authorize the division of the voting rights. 4.2. Allocation of Voting Rights. Undivided Interests and Common Expense Obligations. Voting rights, undivided interests in the Common Elements and Common Expense obligations (subject to Sections 6.4 and 6.7) are allocated among the Units based upon the area of each Unit (exclusive of any optional mezzanine area) relative to the aggregate area of all Units, as set forth as percentages in Exhibit A attached hereto. The voting rights, Common Expense obligations and undivided interests referred to in this Section 4.2 shall be reallocated among all Units based upon the above formula in the event additional Units are created. 4.3. Appurtenant Rights and Obligations. The ownership of a Unit shall include the voting rights, Common Expense obligations and undivided interests described in Section 4.2. Said rights, interests and obligations, and the title to the Units, shall not be separated or conveyed separately, and any conveyance, encumbrance, judicial sale or other transfer of any allocated interest in a Unit, separate from the title to the Unit shall be void. The allocation of the rights, interests and obligations described in this Section may not be changed, except in accordance with the Governing Documents and the Act. 4.4. Authority to Vote. The Owner, or some natural person designated to act as proxy on behalf of the Owner, and who need not be an Owner, may cast the vote allocated to such Unit at meetings of the Association. However, if there are multiple Owners of a Unit, only the Owner or other person designated pursuant to the provisions of the Bylaws may cast such vote. The voting rights of Owners are more fully described in Section 3 of the Bylaws. SECTION 5 ADMINISTRATION The administration and operation of the Association and the Property, including but not limited to, the acts required of the Association, shall be governed by the following provisions: 5.1. General. The operation and administration of the Association and the Property shall be governed by the Governing Documents, the Rules and Regulations, and the Act. The Association shall, subject to the rights of the Owners set forth in the Governing Documents and the Act, be responsible for the operation, management and control of the Property. The Association shall have all powers described in the Governing Documents, the Act and the statute under which the Association is incorporated. All power and authority exercisable by the Association shall be vested in the Board, unless action or approval by the individual Owners is specifically required by the Governing Documents or the Act. All references to the Association shall mean the Association acting through the Board, unless specifically stated to the contrary. 10 219 5.2. Operational Purposes. The Association shall operate and manage the Property for the purposes of (i) administering and enforcing the covenants, restrictions, easements, charges and liens set forth in the Governing Documents and the Rules and Regulations, (ii) maintaining, repairing and replacing those portions of the Property for which it is responsible, and (iii) preserving the value and architectural character of the Property. 5.3. Binding Effect of Actions. All agreements and determinations made by the Association in accordance with the powers and voting rights established by the Governing Documents or the Act shall be binding upon all Owners and Tenants, and their lessees, guests, heirs, personal representatives, successors and assigns, and all secured parties as defined in the Act. 5.4. Bylaws. The Association shall have Bylaws. The Bylaws shall govern the operation and administration of the Association and shall be binding on all Owners and Tenants. The Bylaws need not be recorded. 5.5. Management. The Board may delegate to a manager or managing agent the management of any or all Units, including any management duties imposed upon the Association's officers and directors by the Governing Documents and the Act. However, such delegation shall not relieve the officers and directors of the ultimate responsibility for the performance of their duties as prescribed by the Governing Documents and by law. The Declarant and/or an affiliate of the Declarant may be employed as the manager of the Association and/or the Property pursuant to a separate, written agreement, subject to termination as provided by the Act or the management agreement. 5.6. Rules and Regulations. The Property and the conduct of Persons thereon is subject to regulation, as follows: 5.6.1. The Board has the exclusive authority to approve and implement such reasonable Rules and Regulations as it deems necessary from time to time for the purpose of operating and administering the affairs of the Association and regulating the use of the Property; provided that the Rules and Regulations shall not be inconsistent with the Governing Documents or the Act. The inclusion in other parts of the Governing Documents of authority to approve Rules and Regulations shall be deemed to be in furtherance, and not in limitation, of the authority granted by this Section. New or amended Rules and Regulations shall be effective only after reasonable notice thereof has been given to the Owners. 5.6.2. An Owner may establish reasonable rules relating to the internal use of such Owner's Unit and the conduct of Persons using or visiting the Unit; provided that the rules shall be consistent with and subject to the Governing Documents, the Rules and Regulations, this Declaration and applicable law. 5.7. Association Assets: Surplus Funds. All funds and real or personal property acquired by the Association shall be held and used for the benefit of the Owners for the purposes stated in the Governing Documents. Surplus funds remaining after payment of or provision for 220 Common Expenses and reserves shall be credited against future Assessments or added to reserves, as determined by the Board. SECTION 6 ASSESSMENTS 6.1. General. Assessments shall be determined and assessed against the Units by the Board, in its discretion, subject to the requirements and procedures set forth in this Section 6 and the Bylaws. Assessments shall include annual Assessments under Section 6.2 and may include special Assessments under Section 6.3 and limited Assessments under Section 6.4. Annual and special Assessments shall be allocated among the Units in accordance with the allocation formula set forth in Section 4.2. Limited Assessments under Section 6.4 shall be allocated to Units as set forth in that Section. 6.2. Annual Assessments. Annual Assessments shall be established and levied by the Board. Each annual Assessment shall cover all of the anticipated Common Expenses of the Association for that year which are to be shared by all Units in accordance with the allocation formula described in Section 4.2. Annual Assessments shall be payable annually, or in equal monthly or quarterly installments, as established by the Board. Annual Assessments may provide, among other things, for an adequate reserve fund for the replacement of the Common Elements and those parts of the Units for which the Association is responsible and which are not funded by limited Assessments, pursuant to Section 6.4. Annual Assessments shall provide, for funds adequate to perform the minimum required maintenance of the Common Elements under any preventive maintenance plan adopted by the Association as required under Section 515B.3- 107 of the Act. 6.3. Special Assessments. In addition to annual Assessments, the Board may levy in any Assessment year a special Assessment against all Units in accordance with the allocation formula set forth in Section 4.2. Among other things, special Assessments may be used for the purpose of defraying in whole or in part the cost of any unforeseen or unbudgeted Common Expense. 6.4. Limited Assessments. In addition to annual Assessments and special Assessments, the Board may at its discretion, levy and allocate limited Assessments among one or more, but not all, Units, in accordance with the following requirements and procedures: 6.4.1. Any Common Expense associated with the maintenance, repair, or replacement of a Limited Common Element shall be assessed exclusively against the Unit or Units to which that Limited Common Element is allocated, as determined by the Board. 6.4.2. Any Common Expense benefiting fewer than all of the Units but not falling within Section 6.4.1 may be assessed against the Unit or Units benefited, as determined by the Board. 12 221 6.4.3. The costs of insurance may be assessed equally or by actual cost per Unit, and the costs of common utilities may be assessed equally, in proportion to usage, or such other reasonable allocation as may be approved by the Board. 6.4.4. Reasonable attorneys' fees and other professional fees and costs incurred by the Association in connection with (i) the collection of Assessments and (ii) the enforcement of the Governing Documents, the Act, or the Rules and Regulations, against an Owner or Tenant or their guests, may be assessed against the Owner's Unit. 6.4.5. Late charges, fines and interest may be assessed as provided in Section 13. 6.4.6. If any damage to the Common Elements, Limited Common Elements or another Unit or any portion of the Owner's Unit that the Association is obligated to maintain is caused by the act or omission of any Owner or Tenant, or their guests, the Association may assess the costs of repairing the damage exclusively against the offending Owner's Unit to the extent not covered by insurance. 6.4.7. If a Unit is owned by multiple individuals or an entity and the Common Elements or any other improvements or facilities related to the common interest community are used by more than one individual and his or her immediate family, ("immediate family" being defined to include the individual's spouse, children and stepchildren) the Board is authorized to assess an Owner of the Unit for excess use of the Common Elements or such other improvements or facilities in an amount determined by the Board. 6.4.8. If Common Expense liabilities are reallocated for any purpose authorized by the Act, Assessments and any installment thereof not yet due shall be recalculated in accordance with the reallocated Common Expenses liabilities. Assessments levied under Sections 6.4.1 through 6.4.7 may, at the Board's discretion, be assessed as a part of, or in addition to, the other Assessments levied under Section 6.1 or 6.2. 6.5. Working, Capital Fund. There shall be established a working capital fund to meet unforeseen or unbudgeted expenditures or to purchase additional equipment or services during the Association's beginning years of operation. There shall be contributed, on a one-time basis upon the initial sale of each Unit by Declarant, an amount equal to $500.00 per Unit. The contribution shall be paid by the Unit purchasers at the earlier of the time of closing of sale of the Unit or by the Declarant at the time of termination of the Declarant Control Period as to then unsold Units. The contributions to this fund are in addition to the regular installments of annual Assessments. The Board may include in each subsequent annual budget a reasonable amount of working capital, based upon the anticipated needs of the Association for the year in question. The funds shall be deposited into an account of the Association (which need not be a segregated account) no later than the termination of the Declarant Control Period. Funds deposited in said account may be used to fund replacement reserves or for operations of the Property or the Association. Upon the closing of the initial sale of a Unit, Declarant may reimburse itself from 13 W funds collected from the purchaser at the closing for any prior contributions made by Declarant to any reserve fund with respect to that Unit. 6.6. Liability of Owners for Assessments. The obligation of an Owner to pay Assessments shall commence at the later of (i) the time at which the Owner acquires title to the Unit, or (ii) the due date of the first Assessment levied by the Board. The Owner at the time an Assessment is payable with respect to the Unit shall be personally liable for the share of the Common Expenses assessed against such Unit. Such liability shall be joint and several where there are multiple Owners of the Unit. Subject to Section 6.7, the liability is absolute and unconditional and no Owner is exempt from liability for payment of Assessments by right of set- off, by waiver of use or enjoyment of any part of the Property, by absence from or abandonment of the Unit, by the waiver of any other rights, or by reason of any claim against the Declarant, the Association or its officers, directors or agents, or for their failure to fulfill any duties under the Governing Documents or the Act. 6.7. Declarant's Liability for Assessments. Pursuant to Section 51513.3-1151 of the Act, the Declarant is hereby authorized to establish an alternate common expense plan whereby the Declarant's Common Expense liability, and the corresponding assessment lien against the Units owned by the Declarant, is limited to: (A) paying when due, in compliance with Section 51513.3.1-1151(b) of the Act, an amount equal to the full share of replacement reserves allocated to Units owned by the Declarant, as set forth in the Association's annual budget, and (8) paying when due all accrued expenses of the CIC in excess of the aggregate assessments payable with respect to Units owned by persons other than Declarant, provided that the alternate common expense plan shall not affect Declarant's obligation to make up any operating deficit pursuant to Section 515B.3-1151(a)(2)(iv) of the Act. 6.7.1. Duration of Alternate Common Expense Plan. The alternate common expense plan shall be effective for a period of not less than one year but shall in any event terminate upon the termination of the Declarant Control Period unless terminated earlier pursuant to Section 51513.3-1151 (a)(2)(iii) of the Act. 6.7.2. Level of Services. The alternate common expense plan shall have no effect on the level of services for items set forth in the Association's budget. 6.7.3. Accounting Obligations Associated with Use of Alternate Common Expense Plan. If Declarant utilizes an alternate common expense plan, Declarant shall cause to be prepared and delivered to the Association, at the Declarant's expense, within 90 days after the termination of the Declarant Control Period, an audited balance sheet and profit and loss statement certified to the Association and prepared by an accountant having the qualifications set forth in section 51513.3-121 (b) of the Act. The audit shall be binding on the Declarant and the Association. (i) If the audited profit and loss statement shows an accumulated operating deficit, the Declarant shall be obligated to make up the deficit within 15 days after delivery of the audit to the Association, and the Association shall have a claim against the Declarant for an 14 223 amount equal to the deficit until paid. If Declarant does not utilize an alternate common expense plan, Declarant is not liable to make up any operating deficit. (ii) The existence and amount, if any, of the operating deficit shall be determined using the accrual method of accounting applied as of the date of termination of the Declarant Control Period, regardless of the accounting methodology previously used by the Association to maintain its accounts. (iii) Unless approved by a vote of the Unit Owners other than the Declarant and its affiliates, the operating deficit shall not be made up, prior to the election by the Unit Owners of a Board of Directors pursuant to section 515B.3-103(d) of the Act, through the use of a special assessment or by assessments described in subsections 515B.3-1151(e), (f), and (g) of the Act. 6.8. Assessment Lien. The Association has a lien on a Unit for any Assessment levied against that Unit from the time the Assessment becomes due. If an Assessment is payable in installments, the full amount of the Assessment is a lien from the time the first installment thereof becomes due. Fees, charges, late charges, fines and interest charges imposed by the Association pursuant to Section 515B.3-102(a)(10), (11) and (12) of the Act are liens, and are enforceable as Assessments, under this Section 6. Recording of the Declaration constitutes record notice and perfection of any lien under this Section 6, and no further recordation of any notice of or claim for the lien is required. Notwithstanding the foregoing, in the event that the Association records a notice of lien against a Unit, the Association will be deemed to be a purchaser for purposes of the Recording Act, Minnesota Statutes §507.34, as of the date that the lien document is properly recorded. Past due assessments, and amounts enforceable hereunder as assessments, shall bear interest at the rate established with respect to judgments under Minnesota Statutes Section 549.09. The release of the lien shall not release the Owner from personal liability unless agreed to in writing by the Association. 6.9. Foreclosure of Lien: Remedies. A lien for Assessments may be foreclosed against a Unit under the laws of the State of Minnesota (i) by action, or (ii) by advertisement in a like manner as a mortgage containing a power of sale. The Association, or its authorized representative, shall have the power to bid in at the foreclosure sale and to acquire, hold, lease, mortgage and convey any Unit so acquired. The Owner and any other Person claiming an interest in the Unit, by the acceptance or assertion of any interest in the Unit, grants to the Association a power of sale and full authority to accomplish the foreclosure. The Association shall, in addition to its other remedies, have the right to pursue any other remedy at law or in equity against the Owner who fails to pay any Assessment or charge against the Unit. 6.10. Lien Priority: Foreclosure. Alien for Assessments is prior to all other liens and encumbrances on a Unit except (i) liens and encumbrances recorded before the Declaration, (ii) any first mortgage on the Unit, and (iii) liens for real estate taxes and other governmental assessments or charges against the Unit. Notwithstanding the foregoing, if (1) a first mortgage on 15 224 a Unit is foreclosed, (2) the first mortgage was recorded on or after the date of recording of this Declaration, and (3) no Owner redeems during the Owner's period of redemption provided by Minnesota Statutes Chapters 580, 581, or 582; then the holder of the sheriffs certificate of sale from the foreclosure of the first mortgage or any person who acquires title to the Unit by redemption as a junior creditor shall take title to the Unit subject to a lien in favor of the Association for unpaid Assessments or installments thereof levied pursuant to Sections 515B.3- I I5(a), (e)(1) to (3), (f), and (i) of the Act which became due, without acceleration, during the six months immediately preceding the first day following the end of the Owner's period of redemption. 6.11. Real Estate Taxes and Assessments. Real estate taxes, special assessments, and other charges and fees which may be levied against the Common Elements by governmental authorities, shall be allocated among and levied against the Units based upon their respective percentage interests in the Common Elements as set forth in Exhibit A, and shall be a lien against each Unit in the same manner as a lien for real estate taxes and special assessments levied against the Unit alone. 6.12. Voluntary Conveyances: Statement of Assessments. In a voluntary conveyance of a Unit the buyer shall not be personally liable for any unpaid Assessments and other charges made by the Association against the seller or the seller's Unit prior to the time of conveyance to the buyer, unless expressly assumed by the buyer. However, the lien of such Assessments shall remain against the Unit until released. Any seller or buyer shall be entitled to a statement, in recordable form, from the Association setting forth the amount of the unpaid Assessments against the Unit, including all Assessments payable in the Association's current fiscal year, which statement shall be binding on the Association, seller and buyer. SECTION 7 RESTRICTIONS ON USE OF PROPERTY All Owners and Tenants, and all Mortgagees and other secured parties, by their acceptance or assertion of an interest in the Property, or by their occupancy of part or all of a Unit, covenant and agree that, in addition to any other restrictions which may be imposed by the Act, the Governing Documents, or the Rules and Regulations, the occupancy, use, operation, alienation and conveyance of the Property shall be subject to the following restrictions: 7.1. General, The Property shall be owned, conveyed, encumbered, leased, used and occupied subject to the Governing Documents and the Act, as amended from time to time. All covenants, restrictions and obligations set forth in the Governing Documents are in furtherance of a plan for the Property and shall run with the Property and be a burden and benefit to all Owners and Tenants and to any other Person acquiring or owning an interest in the Property, their heirs, personal representatives, successors and assigns. The Property shall be used for private uses, except as otherwise approved by the Board. 7.2. Subdivision or Conversion. Except as permitted by this Declaration, no Unit, nor any part of the Common Elements, may be subdivided, partitioned or converted without the prior written approval of all Owners and all Mortgagees. 16 225 7.3. Permitted Uses and Restrictions. The Property shall be used for (i) vehicle storage, including but not limited to the storage of automobiles, motorcycles, recreational vehicles, all terrain vehicles and snowmobiles, (ii) business -related storage and related office uses permitted by City ordinances or by agreement with the City, and approved by the Board, and (iii) other non-residential uses permitted by City ordinances or by agreement with the City, and approved by the Board; provided that none of the following businesses, trades, occupations or professions, whether carried on for profit or otherwise, shall be conducted, maintained or permitted anywhere on the Property: adult theatre, adult amusement facility, any facility selling, providing or displaying adult -oriented or pornographic materials, liquidation facility, auction house, flea market, sleeping quarters or lodging, housing or raising animals, day care or child care facility, nursing home or nursing facility, any retail use, place of worship or betting establishment. The permitted hours of operation for all Units shall be from 6:00 AM to 10:00 PM daily. Use of any Unit outside of these hours is strictly prohibited, except for emergency access. 7.4. Leasing. Leases of Units shall be permitted, subject to the following conditions: (i) the Tenant's use shall comply with Section 7.3, (ii) no Unit may be subleased, (iii) a Unit must be leased in its entirety (not in part or by room), (iv) all leases shall be in writing, and (v) all leases shall provide that they are subject to the Governing Documents, the Rules and Regulations and the Act, and that any failure of the Tenant to comply with the terms of such documents shall be a default under the lease. The Owner of the leased Unit shall, upon request of the Board, provide a copy of the signed lease to the Association. 7.5. Parking. Parking should be contained inside of the unit. AU parkin day outside a unit, will be subject to the following standards: (i) Temporary Parking Only — Vehicles, trailers, or equipment may only be parked outside a Unit while Owner is present. (ii) Temporary Parking Location — An Owner must park directly in front of its own Unit(s), and as close as possible to the Unit. (iii) No Extended or Overnight Parking — Exterior parking is strictly limited to permitted hours. Parking overnight is prohibited. (iv) Enforcement — The Association may enforce violations through fines, towing, or other actions at the Owner's expense. 7.6. Animals. The Board shall have the exclusive authority to prohibit, or to allow and regulate, the keeping of animals on the Property, or to require and enforce removal of animals that exhibit behavioral problems whose owners fail or refuse to comply with pet restrictions. This authority may be exercised so as to permit or prohibit different types or breeds of animals, but those animals which are permitted (if any) shall be limited to common domestic dogs and cats. However, no animal may be bred or kept or maintained for business for business or commercial purposes, anywhere on the Property. The word "animal" shall be interpreted in its broadest sense and shall include all living creatures except humans. Notwithstanding the foregoing, no provision of the Governing Documents, nor any Rule or Regulation, may prohibit 17 226 the keeping of a qualified service dog or similar animal by a person who is handicapped within the meaning of the Fair Housing Amendments Act of 1988 or comparable state law. 7.7. Sins. Signs or other displays of any type may be erected (i) only at locations established by the Declarant or subsequently approved by the Board, (ii) in compliance with City sign ordinances and the design standards established for the Property by the Declarant, and (iii) approved pursuant to Section 8. The design, erection and maintenance of signs shall be subject to the following additional requirements and conditions: 7.7.1. An Owner may erect and post signs within the Owner's Unit as necessary to direct traffic, identify spaces, and facilitate other internal operations of the Unit. 7.7.2. An Owner, outside whose Unit a sign identifying the Unit is located, shall be responsible for maintaining the sign in good condition and in a manner consistent with the first-class maintenance and design standards applicable to the Property as a whole, except that any common signs or directories identifying the project shall be maintained by the Association. 7.7.3. All signs or other displays shall be subject to prior approval by the Declarant so long as Declarant owns a Unit for sale or has the right to add Additional Real Estate to the Property. 7.8. Exterior Lighting. The location, size, color and design of all lighting fixtures or similar equipment used or shown outside of a Building must be (i) in compliance with City lighting requirements, (ii) consistent with the design standards established for the Property by the Declarant and (iii) approved pursuant to Section 8. 7.9. Outdoor Activities. Outdoor activities on the Property, such as promotional events, gatherings, demonstrations, displays or other activities which have the potential to materially affect any easement or use rights, cause a nuisance or material disturbance, create a safety or health hazard, create material liability for the Association or any Member, obstruct driveways, access roads, or Common Elements, and otherwise violate any provisions of this Declaration or the Association's Rules and Regulations shall be prohibited. 7.10. Quiet Enjoyment: Interference Prohibited. All Owners and Tenants and their guests shall have a right of quiet enjoyment in their respective Units, subject to the usual and customary sounds, odors or activities commonly associated with occupants such as those located in the Units. Subject to the foregoing, the Property shall be occupied and used in such a manner as will not cause a nuisance, nor unduly restrict, interfere with or impede the reasonable use and quiet enjoyment of the Property by other Owners and Tenants and their guests. 7.11. Compliance with Law. No use shall be made of the Property which would violate any then -existing municipal codes or ordinances, or state or federal laws, nor shall any act or use be permitted which could cause waste to the Property, cause a material increase in insurance rates on the Property, or otherwise cause any unusual liability, health or safety risk, or expense, for the Association or any owner or Tenant. 18 041A 7.12. Ponds, Wetlands and Trees. Ponds, marshes, wetland areas, vegetation and trees, whether natural or otherwise, shall be maintained in substantially the same condition as originally existing or established by the Declarant, subject only to (i) changes authorized or made by the Association consistent with all statutes, requirements, rules and regulations imposed on such areas and items by governmental authorities having jurisdiction and (ii) the prior approval by the City or any other governmental authorities, if required. 7.13. Time Shares Prohibited. The time share form of ownership, or any comparable form of lease, occupancy rights, ownership, or right -to -use plans, which has the effect of dividing the ownership or occupancy of a Unit into separate time periods, is prohibited. 7.14. Access to Units. In case of emergency, all Units and Limited Common Elements are subject to entry, without notice and at any time, by an officer or member of the Board, by the Association's management agents or by any public safety personnel. Entry is also authorized for maintenance purposes under Section 9, and for enforcement purposes under Section 13. 7.15. Occupancy Limits. The maximum occupancy of each Unit shall be determined in accordance with applicable building, fire, and safety codes as established by the City of Orono or other governing authorities. Owners are responsible for ensuring compliance with these limits, and the Association reserves the right to enforce occupancy restrictions as necessary to maintain safety and compliance with local regulations. Specifically, the Code Diagrams in the architectural drawings specify that the: - 20'x40' units shall have a maximum occupancy of 3, - 24'x46' units shall have a maximum occupancy of 4, and - 31'x46' units shall have a maximum occupancy of 5 SECTION 8 ARCHITECTURAL STANDARDS 8.1. Restrictions on Improvements. One of the purposes of this Declaration is to ensure that the Property is kept architecturally attractive and substantially uniform in appearance. Therefore, except as set forth in Section 8.6, the following restrictions and requirements shall apply to improvements to the Property: 8.1.1. No modifications, alterations, improvements, repairs or replacements of any type, temporary or permanent, structural, aesthetic or otherwise (collectively referred to as "improvements"), including but not limited to, any structure, building, addition, deck, patio, fence, wall, enclosure, window, exterior door, antenna or other type of sending or receiving apparatus, sign, flag, display, decoration, color change, shrubbery, material topographical or landscaping change, shall be made, or caused or allowed to be made, by any Owner or Tenant, or their invitees, in any part of the Common Elements, or in any part of the Unit which affects the Common Elements or another Unit, or which is visible from the exterior of the Unit. 8.1.2. The Board may appoint, supervise and disestablish an architectural committee, and specifically delegate to it part or all of the functions which the Board 19 228 exercises under this Section 8, in which case the references to the Board shall refer to the architectural committee where appropriate. The architectural committee shall be subject to the supervision of the Board. 8.1.3. The Board shall establish the criteria for approval of improvements, which shall include and require, at a minimum: 8.1.3.1. substantial uniformity of color, location, type and design in relation to existing Buildings and topography, 8.1.3.2. comparable or better quality of materials as used in any existing improvement on the Property, 8.1.3.3. ease of maintenance and repair, 8.1.3.4. adequate protection of the Property, the Association, Owners and Tenants from liability and liens arising out of the proposed improvements, 8.1.3.5. substantial preservation of other Owners' sight lines, if material, and 8.1.3.6. compliance with governmental laws, codes and regulations. The Board, or the appointed architectural committee if so authorized by the Board, has the right to establish such additional criteria, architectural or otherwise, as it deems appropriate, and shall be the sole judge of whether such criteria are satisfied. 8.1.4. Approval of improvements which immaterially encroach upon another Unit or the Common Elements shall create an appurtenant easement for such encroachment in favor of the Unit with respect to which the improvements are approved, notwithstanding any contrary requirement in the Governing Documents or the Act. A file of the Board resolutions approving or denying all applications for improvements shall be maintained permanently as a part of the Association's records. 8.1.5. Interior improvements to a Unit or its Limited Common Elements may be made without approval by the Board, provided that such improvements do not impair the structural or weather -tight integrity of the Common Elements, interfere with utilities or Building operating systems or violate applicable governmental laws, codes or regulations. The Board shall have the authority to approve and implement such reasonable Rules and Regulations as it deems necessary from time to time for the purpose of restricting interior improvements to a Unit or its Limited Common Elements which may impair the structural or weather -tight integrity of the Common Elements, interfere with utilities or Building operating systems or violate applicable governmental laws, codes or regulations. 20 229 To the extent interior improvements to a Unit or its Limited Common Elements involve electrical work, such electrical work must be performed by a licensed electrician. 8.2. Review Procedures. The following procedures shall govern requests for improvements under this Section: 8.2.1. Detailed plans, specifications and related information regarding any proposed improvement, in form and content acceptable to the Board, shall be submitted to the Board and to Declarant (if applicable) at least sixty days prior to the projected commencement of construction. No improvements shall be commenced prior to approval. 8.2.2. The Board and Declarant (if applicable) shall give the Owner written notice of approval or disapproval. If the Board and Declarant (if applicable) fail to give notice of approval or disapproval within sixty days after receipt of (i) said plans and specifications and (ii) all other information requested by the Board and Declarant (if applicable), then approval shall be deemed to be granted; provided, that the improvements are done in accordance with the plans, specifications and related information which were submitted. 8.2.3. If no request for approval is submitted, approval shall be deemed to be denied. 8.3. Remedies for Violations. The Association may undertake any measures, legal, equitable or administrative, to enforce compliance with this Section and shall be entitled to recover from the Owner causing or permitting the violation all attorneys' and other professional fees and costs of enforcement incurred by the Association, regardless of the type of action taken (if any). Such attorneys' fees and costs shall be a lien against the Owner's Unit and a personal obligation of the Owner. In addition, the Association shall have the right to enter the Owner's Unit and to restore any part of a Building or Unit to its prior condition if any improvements were made in violation of this Section, and the cost of such restoration shall be a personal obligation of the Owner and a lien against the Owner's Unit. 8.4. Owner Responsibility/Indemnity. The Owner who causes an improvement to be made, regardless of whether the improvement is approved by the Board, shall be responsible for the construction work and any claims, damages, losses or liabilities arising out of the improvements. The Owner shall hold harmless, indemnify and defend the Association, and its officers, directors and committee members, from and against any expenses, claims, damages, losses or other liabilities, including without limitation attorneys' fees and costs of litigation, arising out of (i) any improvement which violates any governmental laws, codes, ordinances or regulations, (ii) the adequacy of the specifications or standards for construction of the improvements and (iii) the construction of the improvements. 8.5. Exemptions. The requirements set forth in this Section 8 (except Section 8.5) shall not apply to original construction by Declarant or its affiliates in connection with its completion and sale of the Units. 21 230 SECTION 9 MAINTENANCE AND REPAIR 9.1. Association Obligations. _ Subject to Section 9.2, the Association shall provide for all maintenance, repair or replacement (collectively referred to as "maintenance") of the Common Elements and Limited Common Elements, including any improvement thereto, subject to the following qualifications or additions: 9.1.1. The Association shall maintain garage doors, garage door hardware, openers, and weather-stripping. 9.1.2. The cost of maintenance, repair or replacement of part or all of a Limited Common Element shall be assessed against the Unit or Units to which the Limited Common Element is allocated in accordance with Section 6.4.1. 9.1.3. The cost of maintenance, repair or replacement of a part of the Common Elements which benefits only a certain Unit or Units, may be assessed against the Unit or Units benefited in accordance with Section 6.4.2. 9.1.4. The Association may, with the approval of a majority of Owners who have authority to cast in excess of fifty percent (50%) of the total votes in the Association in person or by proxy at a meeting called for such purposes, undertake to maintain, repair or replace mechanical, structural or other components within the Units. 9.1.5. The Association may undertake to maintain, repair or replace mechanical, structural or other components within the Units and assess the costs against the Unit if the failure or impairment of the component could result in damage to the Common Elements. or other Units, impair the function of any common Building systems, or create a health or safety hazard. 9.1.6. The Association shall be responsible for incidental damage caused to a Unit or its Limited Common Elements by work undertaken by the Association pursuant to this Section. 9.1.7. If damage is caused to the Common Elements, Limited Common Elements or other Units by an Owner or Tenant, or their guests, or by any condition in the Unit or Limited Common Elements which the Owner or Tenant has caused or allowed to exist, then the Association may repair the damage or correct the condition and assess the cost thereof against the responsible Owner's Unit. 9.2. Owner Obligations. Each Owner shall, at its expense, undertake the following obligations for maintenance, repair and replacement: 9.2.1. To maintain, repair, and replace the Owner's Unit. The Units shall be kept in good, clean and sanitary condition and repair. 22 231 9.2.2. To perform its maintenance obligations promptly and in such manner as not to damage the Property, nor unreasonably disturb or cause a hazard to persons occupying or otherwise using the Property. The Board may require that the Owners perform their maintenance obligations in accordance with reasonable standards established by the Board and in a manner consistent with the Declarant's design plan for the common interest community. 9.2.3. To promptly pay or reimburse the Association for any costs incurred by the Association for the repair of any damage to the Common Elements, Limited Common Elements or other Units, caused by an Owner or Tenant, or their guest, or caused by any condition in the Unit or Limited Common Elements which the Owner or Tenant has allowed to exist. 9.2.4. If an Owner fails or refuses to perform the Owner's duty to maintain, repair or replace, the Association shall have authority to undertake the necessary work and assess the Owner's Unit for the cost thereof; provided that reasonable notice and an opportunity to sure the violation shall first be given to the Owner. SECTION 10 INSURANCE 10.1. Association Insurance. The Association shall obtain and maintain the following insurance relating to the Property: 10.1.1. The Association shall, at a minimum, maintain property insurance in broad form covering all risks of physical loss in an amount equal to one hundred percent of the insurable "replacement cost" of the Property, less deductibles; but excluding (i) land, footings, excavation and other items normally excluded from coverage, and (ii) items such as ceilings or wall finishing materials, floor coverings, plumbing, lighting and other interior fixtures, built-in equipment, business equipment, or any other improvement or betterment installed within the Units. The policy or policies shall also cover personal property owned by the Association. The policy or policies shall also contain "Inflation Guard" and "Agreed Amount" endorsements, if reasonably available. The Association may enter into an agreement with a Mortgagee or a guarantor, insurer or servicer of a mortgage, obligating the Association to keep other coverages or endorsements in effect. The Association may also enter into agreements among all Owners as to the allocation of insurance proceeds among their Units. 10.1.2. Commercial general liability insurance covering the use, operation and maintenance of the Common Elements, with minimum limits of one million dollars per occurrence, against claims for death, bodily injury and property damage, and such other risks as are customarily covered by such policies for projects similar in construction, location and use to the Property. The policy shall contain a "severability of interest" endorsement which shall preclude the insurer from denying the claim of an Owner or Tenant because of negligent acts of the Association or other Owners or Tenants. 23 232 10.1.3. Such other types and amounts or insurance as may be determined by the Board to be necessary or desirable, including but not limited to officers and directors' liability insurance, workers' compensation insurance, and insurance or fidelity bonds covering dishonest acts by those Persons having control or custody of the Association's funds. 10.2. Cancellation: Notice of Loss. All policies or property insurance and comprehensive liability insurance maintained by the Association shall provide that the policies shall not be canceled or substantially modified, for any reason, without at least thirty days' prior written notice to the Association, the insureds and all Mortgagees. 10.3. Conflicts with Act. In the event of a conflict between this Section 10 and the Act, this Section 10 shall control, it being the intention of Declarant that the Association and the Owners shall have authority and discretion to deal with the unique insurance needs associated with the uses of these nonresidential Units and the requirements of Mortgagees. 10.4. Owners' Insurance/Indemnity. Each Owner shall obtain and maintain the following insurance and provide the described indemnities: 10.4.1. Property insurance insuring any insurable improvement within the Owner's Unit for the full insurable replacement value of such improvement. 10.4.2. Commercial general liability insurance covering the Owner's Unit, and the activities of the Owner, and its officers, directors, employees and agents in connection with the Owner's occupancy, operation, management and use of the Unit, including any additional coverages customarily carried for unique or hazardous activities arising out of a business or activities conducted on the Unit. Said liability insurance shall be in the minimum amounts of (i) $1,000,000 for an accident affecting more than one person in or resulting from one occurrence and (ii) $1,000,000 property damage for each occurrence. Each Owner shall, upon request of the Association or any other Owner, furnish a certificate or certificates of such insurance. 10.4.3. Each Owner shall hold harmless, indemnify and defend the Declarant, other Owners and the Association, and their respective officers, directors and employees, from and against all claims, actions, damages and other liabilities, including attorneys' fees and costs, arising out of incidents occurring within such Owner's Unit or arising out of the conduct of the Owner or Tenants of the Unit or their employees, agents, contractors and guests, unless caused by the intentional or negligent act or omission of the party to be indemnified. 10.4.4. The Owner's insurance shall be primary as against the Association's insurance for damages to any interior improvement to the Units, and there shall be no right of contribution against the Association's insurance, with respect to damage or activities within the Owner's Unit. 24 233 SECTION 11 RECONSTRUCTION, EMINENT DOMAIN AND TERMINATION 11.1. Reconstruction. The obligations and procedures for the repair, reconstruction or disposition of the Property following damage or destruction thereof shall be governed by the Act. Any repair or reconstruction shall be commenced as soon as practicable after the casualty and shall be substantially in accordance with the plans, specifications and design of the Property as initially constructed and subsequently improved. 11.2. Eminent Domain. In the event of a taking of any part of the Property by condemnation or eminent domain, the provisions of the Act shall govern; provided, (i) that notice shall be given as provided in Section 11.4 and 16.4; (ii) that the Association shall be the attorney -in -fact to represent the Owners in any related proceedings, negotiations, settlements or agreements; and (iii) that any awards or proceeds shall be payable to the Association for the benefit of the Owners and the Mortgagees of their Units, as their interests may appear. 11.3. Termination and Liquidation. The termination of the common interest community, and the distribution of any proceeds therefrom, shall be governed by the Act, except that any distributions shall be allocated based upon the value of the Units as unanimously agreed upon by the Owners, or by appraisers agreed upon in writing by a majority of the Owners and Mortgagees, and shall be made to Owners and their Mortgagees as their interests may appear. 11.4. Notice. The Association shall give written notice of any condemnation proceedings or substantial destruction of the Property to the Mortgagees within ten business days after the casualty or first legal notice of condemnation. 11.5. Association's Authority. In all cases involving reconstruction, condemnation, eminent domain, termination or liquidation of the common interest community, the Association may (i) act on behalf of the Owners in all proceedings, negotiations and settlement of claims, or (ii) delegate the authority to act to an Owner or Owners of the affected Units if the casualty affects fewer than all Units. If such authority is retained and exercised by the Association, then all proceeds shall be payable to the Association to hold and distribute for the benefit of the Owners and their Mortgagees. Mortgagees are entitled to priority for awards and distributions in accordance with the priorities established by the Act and their mortgage loan documents, as their interests may appear. SECTION 12 EASEMENTS The following appurtenant easements and rights are hereby granted, conveyed, dedicated and reserved on, over, under and across the Property, as applicable. 12.1. Access. Each Unit shall be the beneficiary of a nonexclusive easement for access to and from public roadways and walkways on and across those portions of the Common Elements designated for use as roadways, driveways or walkways, as originally constructed, shown on the Plat or otherwise designated by the Association, subject to any restrictions 25 234 authorized by (i) the Governing Documents or the Rules and Regulations, or (ii) any governmental authority. 12.2. Use and Enjoyment. Each Unit shall be the beneficiary of nonexclusive easements for use and enjoyment on and across the Common Elements and any Limited Common Element allocated to the respective Units, subject to any restrictions authorized or imposed by the Governing Documents. 12.3. Structural Support. Each Unit and the Common Elements shall be subject to and the beneficiary of nonexclusive easements for structural support in all walls, columns, joists, girders and other structural components located in or passing through another Unit or other parts of the Building or shared with an adjoining Unit or the Common Elements. 12.4. Encroachments. Each Unit and the Common Elements, and the rights of the Owners and Tenants therein, shall be subject to a nonexclusive easement in favor of the adjoining Units for encroachments caused by the construction, reconstruction, repair, shifting, settlement or movement of any part of the Property, and for any improvement which is added in compliance with Section 8. If there is an encroachment upon another Unit or the Common Elements, as a result of any of the aforementioned causes, an easement shall exist for the encroachment, for the use, enjoyment and habitation of any encroaching Unit or improvement, and for the maintenance thereof. Any improvement added pursuant to Section 8 shall be limited to minor encroachments, and no easement shall exist unless the proposed improvement has been approved and constructed as required by this Declaration. Such easements shall continue for as long as the encroachment exists and shall not affect the marketability of title. 12.5. Maintenance, Repair, Replacement and Reconstruction. Each Unit, and the rights of the Owners and Tenants thereof, and the Common Elements and Limited Common Elements, shall be subject and benefited by a nonexclusive easement in favor of the Association for the maintenance, repair, replacement and reconstruction of the Common Elements, Units and any improvements related thereto, and utilities serving the Units, to the extent necessary to fulfill the Association's obligations under the Governing Documents. Each Owner shall afford to the Association and its management agents and employees, access at reasonable times and upon reasonable notice, to and through the Unit and its Limited Common Elements for maintenance, repair and replacement; provided that access may be had without notice and at any time in case of emergency. 12.6. Utilities and Services. The Common Elements and the Units shall be subject to and benefited by non-exclusive easements in favor of the Association, the City and all utility companies and other service providers for the installation, use, maintenance, repair and replacement of all utilities, services and common operating systems, such as natural gas, electricity, cable television and other electronic communications, water, sewer, septic systems, wells, and similar services, fire control systems and other common operating systems, and metering and control devices, which exist, which are constructed as part of the development of the Property which are approved by the City, which are approved by the Association under authority contained in the Governing Documents or the Act, or which are described or referred to in the Plat, this Declaration or other recorded instruments. Each Unit, and the rights of the 26 235 Owners and Tenants thereof, shall also be subject to and benefited by a non-exclusive, easement in favor of the other Units, the Common Elements and the Association for all such utilities, services, fire control systems and other common operating systems. Utilities and related services or systems shall be installed, used, maintained and repaired so as not to interfere with the use and quiet enjoyment of the Units by the Owners and Tenants, nor affect the structural or architectural integrity of the Buildings, Units or any Common Element improvement. 12.7. Emergency Access to Units. In case of emergency, all Units and Limited Common Elements are subject to an easement, without notice and at any time, in favor of the Association for access by the Association's management agents, and in favor of fire, police or other public safety personnel. 12.8. Project Signs. Declarant and the Association shall have a non-exclusive easement and right to erect and maintain temporary and permanent signs and related monuments identifying the common interest community on the Common Elements and on Units owned by the Declarant. Those parts of the Property on which monument signs or any related decorative improvement is located shall be subject to non-exclusive easements in favor of the Association for the continuing use, maintenance, repair and replacement of said signs and any improvements. 12.9. Declarant's Easements. The Units and Common Elements are subject to exclusive easements in favor of the Declarant for the exercise of its declarant rights as described in the Governing Documents. 12.10. Other Easements. The Property shall be subject to such other easements as maybe recorded against the Property by reason of the City's requirements in connection with the development of the Property. 12.11. Continuation, Scope and Conflict of Easements. The easements set forth in this Section (i) shall run with the land and shall be appurtenant to the benefited Property; (ii) shall supplement and not limit any easements described elsewhere in this Declaration, or otherwise recorded; (iii) shall be permanent, subject only to termination in accordance with the terms of the easement; and (iv) shall include reasonable access to the easement areas over and through the Property for purposes of construction, maintenance, repair, replacement and reconstruction. 12.12. Non -Interference: Impairment Prohibited. All Persons exercising easement rights shall do so in a reasonable manner so as not to materially interfere with the operation of the Property or damage to the Property and shall be financially liable for all costs of repair of any part of the Property which is damaged by the Person's exercise of the easement rights. No Person shall impair, obstruct or cause damage to any easement area, or any improvement or equipment installed therein. Notwithstanding anything in this Declaration to the contrary, no Owner or Tenant shall be denied reasonable access to his or her Unit or the right to Utility services thereto. 12.13. Benefit of Easements. All easements benefiting a Unit shall benefit the Owners and Tenants of the Unit, and their guests. However, an Owner who has delegated the right to occupy the Unit to an Tenant or Tenants, whether by a lease or otherwise, does not have the use and other easements rights in the Property during such delegated occupancy, except (i) as a guest 27 236 of an Owner or Tenant or (ii) in connection with the inspection of the Unit or recovery of possession of the Unit pursuant to law. SECTION 13 COMPLIANCE AND REMEDIES Each Owner and Tenant, and any other Person owning or acquiring any interest in the Property, shall be governed by and comply with the provisions of the Act, the Governing Documents, the Rules and Regulations, and such amendments thereto as may be made from time to time, and the decisions of the Association. A failure to comply shall entitle the Association to the relief set forth in this Section, in addition to the rights and remedies authorized elsewhere by the Governing Documents or the Act. 13.1. Entitlement to Relief. Legal relief may be sought by the Association, at its discretion, against any Owner, or by an Owner against the Association or another Owner, to enforce compliance with the Governing Documents, the Rules and Regulations, the Act or the decisions of the Association. However, no Owner may withhold any Assessments payable to the Association or take or omit other action in violation of the Governing Documents, the Rules and Regulations or the Act, as a measure to enforce such Owner's position, or for any other reason. 13.2. Remedies. In addition to any other remedies or sanctions, expressed or implied, administrative or legal, the Association shall have the right (or the obligation if so indicated) to implement any one or more of the following actions against Owners and Tenants and/or their guests, who violate the provisions of the Governing Documents, the Rules and Regulations or the Act: 13.2.1. Commence legal action for damages or equitable relief in any court of competent jurisdiction. 13.2.2. Impose late charges, in an amount determined by the Board in its reasonable discretion, for each Assessment or installment thereof past due more than thirty days and impose interest at the highest rate permitted by law accruing beginning on the first day of the month after the Assessment or installment was due. 13.2.3. In the event of default of more than thirty days in the payment of any Assessment or installment thereof, all remaining installments of Assessments levied against the Unit owned by the defaulting Owner, together with any late payment charges, interest, attorneys' and other professional fees and costs of collection, may be accelerated by the Board and shall then be payable in full if not paid within ten days after receipt of notice from the Association. 13.2.4. Impose reasonable fines, penalties or charges for each violation of the Act, the Governing Documents or the Rules and Regulations. 13.2.5. Restore any portions of any Common Elements, Unit or Limited Common Elements damaged or altered, or allowed to be damaged or altered, by any Owner or 28 237 Tenant or their guests in violation of the Governing Documents, and to assess the cost of such restoration against the responsible Owners and their Units. 13.2.6. Enter any Unit or Limited Common Element in which a violation or breach of the Governing Documents or the Rules and Regulations exists which materially affects, or is likely to materially affect in the near future, the health or safety of the other Owners or Tenants, or their guests, or the safety or soundness of any other part of the Property or the property of the Owners or Tenants, and to summarily abate and remove, at the expense of the offending Owner or Tenant, any structure, thing or condition in the Unit or Limited Common Elements which is causing the violation; provided, that any improvement which is a part of a Unit may be altered or removed only pursuant to a court order or with the agreement of the Owner. 13.2.7. Foreclose any lien arising under the provisions of the Governing Documents or under law, in the manner provided by the Act and Section 6. 13.3. Rights to Hearing. Before the imposition of any of the remedies authorized by Section 13.2.4, 13.2.5 or 13.2.6, the Board shall, upon written request of the offender, grant to the offender an opportunity for a fair and equitable hearing as contemplated by the Governing Documents and the Act. The offender shall be given notice of the nature of the violation and the right to a hearing, and at least ten days within which to request a hearing. The hearing shall be scheduled by the Board and held within thirty days of receipt of the hearing request by the Board, and with at least ten days prior written notice to the offender. If the offender fails to timely request a hearing or to appear at the hearing, then the right to a hearing shall be waived and the Board may take such action as it deems appropriate. The decision of the Board and the rules for the conduct of hearings established by the Board shall be final and binding on all parties. The Board's decision shall be delivered in writing to the offender within ten days following the hearing, if not delivered to the offender at the hearing. If the Board delegates the hearing duties described in this Section to a committee, then references in this Section to the Board's hearing duties shall refer to the committee. 13.4. Lien for Charges, Penalties, Etc. Any charges, fines, expenses, penalties, interest or other impositions under this Section shall be a lien against the Unit of the Owner or Tenant against whom the same are imposed and the personal obligation of such Owner in the same manner and with the same priority and effect as Assessments under Section 6. The lien shall attach as of the date of imposition of the remedy but shall not be final as to violations for which a hearing is held until the Board makes a written decision at or following the hearing. All remedies shall be cumulative, and the exercise of, or failure to exercise, any remedy shall not be deemed a waiver of the Association's right to pursue any others. 13.5. Costs of Proceeding and Attorneys' Fees. With respect to any collection measures, or any measures or action, legal, administrative, or otherwise, which the Association takes pursuant to the provisions of the Act, Governing Documents or Rules and Regulations, whether or not finally determined by a court or arbitrator, the Association may assess the Unit owned by the violator with any expenses incurred in connection with such enforcement, including, without limitation, fines or charges previously imposed by the Association, - 29 238 reasonable attorneys' fees and other professional fees, and interest (at the highest rate allowed by law) on the delinquent amounts owed to the Association. Such expenses shall also include any collection or contingency fees or costs charged to the Association by a collection agency or other Person acting on behalf of the Association in collecting any delinquent amounts owed to the Association by an Owner or Tenant. Such collection or contingency fees or costs shall be the personal obligation of the Owner of the Unit and shall be a lien against such Owner's Unit. 13.6. Liability for Acts of Owners and Tenants. An Owner shall be liable for the expense of any maintenance, repair or replacement of the Property rendered necessary by such Owner's acts or omissions, or by that of Tenants or guests in the Owner's Unit, to the extent that such expense is not covered by the proceeds of insurance carried by the Association or such Owner or Tenant. However, any insurance deductible amount and/or increase in insurance rates of the Association resulting from the Owner's acts or omissions may be assessed against the Owner responsible for the condition and against his or her Unit. 13.7. Enforcement by Owners. The provisions of this Section shall not limit or impair the independent rights of Owners to enforce the provisions of the Governing Documents, the Rules and Regulations, and the Act as provided therein. 13.8. Pre -litigation Requirement. Any litigation, administrative proceeding or other legal action instituted or intervened in by or in the name of the Association, exclusive of any action (i) to collect Assessments or foreclose Assessment liens, or (ii) to enforce the Governing Documents or the Rules and Regulations, is subject to prior approval by the Owners of Units to which are allocated a majority [in excess of fifty percent (50%)] of the total votes in the Association. Any litigation, administrative proceeding or other legal action instituted or intervened in by or in the name of the Association involving a construction defect claim as defined by Section 515B.1-1 03(l la) of the Act requires compliance with Sections 515B.3- 102(d) and (e), and 515B.4-116(c) of the Act prior to commencement. SECTION 14 DECLARANT RIGHTS Declarant hereby reserves exclusive and unconditional authority to exercise the following declarant rights within the meaning of Section 515B.1-103(33b) of the Act, and other rights described in this Section, for as long as it owns a Unit, or for such shorter period as may be specifically indicated: 14.1. Complete Improvements. To complete all the Buildings, Units and any other improvement indicated on the Plat, or otherwise included in Declarant's development plans, or authorized by the City or the Declaration, and to make improvements in the Units owned by the Declarant and Common Elements to accommodate the exercise of any declarant rights. 14.2. Relocate Boundaries, Subdivide, Combine, Convert and Alter Units. To relocate boundaries between Units, subdivide, combine and convert Units and to otherwise alter Units owned by it, to the extent permitted by the Act in and accordance with Section 14.8. 30 239 14.3. Marketing Facilities. To construct, operate and maintain a sales office, management office, models, and other development, sales and rental facilities within the Common Elements, and within any Units owned or leased by Declarant from time to time located anywhere on the Property or on the Additional Real Estate. 14.4. Sins. To erect and maintain signs and other sales displays offering the Units for sale or lease, in or on any Unit owned by Declarant and on the Common Elements or on the Additional Real Estate. 14.5. Easements. To have and use easements, for itself, its employees, contractors, representatives, agents, prospective purchasers or other invitees through and over the Common Elements and Limited Common Elements for the purpose of exercising its declarant rights. 14.6. Control of Association. To control the operation and administration of the Association, including without limitation the power to appoint and remove the members of the board pursuant to Section 515B.3-103 of the Act, until the earliest of. (i) voluntary surrender of control by Declarant, (ii) conveyance to Owners other than Declarant of seventy-five percent of the total number of Units authorized to be included in the Property or (iii) the date three years following the date of the first conveyance of a Unit to an Owner other than Declarant. Notwithstanding the foregoing, the Owners other than Declarant shall have the right to nominate and elect not less than thirty-three and one-third percent of the directors at a meeting of the Owners which shall be held within sixty days following the conveyance by Declarant of fifty percent of the total number of Units authorized to be included in the Property. 14.7. Consent to Certain Amendments. Declarant's written consent shall be required for any amendment to the Governing Documents or Rules and Regulations so long as Declarant owns any Unit for initial sale or has the right to add Additional Real Estate to the Property. 14.8. Relocation of Boundaries or Subdivision, Conversion or Combination of Units. Declarant shall have the following rights and authority pursuant to Section 515B.2-112 of the Act with respect to Units owned by it: (i) to relocate the boundaries of any Units and (ii) to combine Units. Other Owners shall have the right to create additional Units by the subdivision of any Unit owned by them in accordance with Section 515B.2-112 of the Act. 14.9. Additional Real Estate. Declarant hereby expressly reserves the right to add the Additional Real Estate to the Property, by unilaterally executing and recording a supplemental declaration pursuant to Section 515B.2-111 of the Act, subject to the following conditions: 14.9.1 The right of Declarant to add the Additional Real Estate to the common interest community shall terminate ten (10) years after the date of recording of this Declaration or upon earlier express written withdrawal of such right by Declarant or a successor Declarant, unless extended by a vote of the Owners pursuant to Section 515B.2-106(2) of the Act. There are no other limitations on Declarant's rights hereunder, except as may be imposed by law. 31 240 14.9.2 The Additional Real Estate is described in Exhibit C attached hereto. The Additional Real Estate may be added to the Property in parcels consisting of one or platted or un-platted parcels, or portions thereof, and in any sequence. 14.9.3 Declarant has no obligation to add the Additional Real Estate to the Property. If Declarant decides to add the Additional Real Estate to the Property, there are no assurances as to the times at which any part of the Additional Real Estate will be added, the order in which it will be added, the number of Units per phase nor the size of the Units. The Additional Real Estate may be developed by Declarant or its successors in interest for any purpose, subject only to approval by the appropriate governmental authorities. The maximum number of Units that may be created within the Additional Real Estate described as such on the date of this Declaration is approximately 9 Units. All Units created on the Additional Real Estate shall be restricted exclusively to non-residential use. l 4.9.4 The Units, Buildings and any other improvement created upon the Additional Real Estate will be compatible with the Units, Buildings and any other improvement which is initially a part of the Property, in terms of general architectural style, quality of construction, principal materials employed in construction, subject to market conditions and governmental and lender requirements. 14.9.5 All covenants and restrictions contained in this Declaration affecting the use, occupancy and alienation of Units shall apply to all Units created on the Additional Real Estate. The statements made in this Section 14.9 shall not apply to any Additional Real Estate which is not added to the Property. 14.10. Other Rights. To have and exercise such other rights as are afforded Declarant under the terms of this Declaration or identified, now or in the future, as special declarant rights in Section 51513.1-103 of the Act. SECTION 15 AMENDMENTS 15.1. Approval Requirements. Except as otherwise provided herein, this Declaration may be amended only by the approval of: 15.1.1. The Board. 15.1.2. Owners of Units to which are allocated at least sixty-seven percent of the total votes in the Association. 15.1.3. Declarant pursuant to Section 14.7. 15.2. Procedures. Approval of the Owners may be obtained in writing or at a meeting of the Association duly held in accordance with the Bylaws. Consent of the Declarant shall be in 32 241 writing. Any amendment shall be subject to any greater requirements imposed by the Act. The amendment shall be effective when recorded as provided in the Act. An affidavit by the Secretary or President of the Association as to the outcome of the vote, or the execution of the foregoing agreements or consents, shall be adequate evidence thereof for all purposes, including without limitation, the recording of the amendment. SECTION 16 MISCELLANEOUS 16.1. Severability. If any term, covenant, or provision of this instrument or any exhibit attached hereto is held to be invalid or unenforceable for any reason whatsoever, such determination shall not be deemed to alter, affect or impair in any manner whatsoever any other portion of this Declaration or exhibits attached hereto. 16.2. Construction. Where applicable, the masculine gender of any word used herein shall mean the feminine or neutral gender, or vice versa, and the singular of any word used herein shall mean the plural, or vice versa. References to the Act, or any section thereof, shall be deemed to include any statutes amending or replacing the Act, and the comparable sections thereof. Any amendment to the Act shall retroactively apply to the Association and the Property, except as expressly prohibited or qualified by the Governing Documents. 16.3. Tender of Claims. In the event that any incident occurs which could reasonably give rise to a demand by the Association against Declarant for indemnification pursuant to the Act, the Association shall promptly tender the defense of the action to its insurance carrier, and give Declarant (i) written notice of such tender, (ii) written notice of the specific nature of the action, and (iii) an opportunity to defend against the action. 16.4. Notices. Unless specifically provided otherwise in the Governing Documents or the Act, all notices required to be given by or to the Association, the Board, the Association officers, or the Owners or Occupants shall be (i) in writing and shall be effective upon hand delivery, or mailing if properly addressed with postage prepaid and deposited in the United States mail, or (ii) by electronic means and shall be effective when sent, as and if authorized by the Bylaws and Minnesota Statutes Chapter 317A; except that registrations pursuant to Section 2.2 of the Bylaws shall be effective upon receipt by the Association. 16.5. Conflicts Among Documents. In the event of any conflict among the provisions of the Act, the Declaration, the Bylaws and any Rules or Regulations, the Act shall control unless it permits one or more of the Governing Documents to control. As among the Declaration, the Bylaws and any Rules and Regulations, the Declaration shall control, and as between the Bylaws and any Rules and Regulations, the Bylaws shall control. 16.6. Duration of Covenants. The covenants, conditions, restrictions, easements, liens and charges contained in this Declaration shall be perpetual, subject only to termination as provided in this Declaration and the Act. 33 M, PA IN WITNESS WHEREOF, the undersigned has executed this instrument the day and year first set forth in accordance with the requirements of the Act. This Instrument Was Drafted By: Chanin Law Firm, P.A. 18171 82nd Place North Maple Grove, Minnesota 55311 (612) 963 7707 ed@chaninlaw.com Orono Garage Condos, LLC a Minnesota limited liability company By: Name: Title: 34 243 EXHIBIT A TO DECLARATION COMMON INTEREST COMMUNITY NO. ORONO GARAGE CONDOMINIUMS SCHEDULE OF UNITS AND PERCENTAGE INTERESTS IN VOTING RIGHTS, COMMON EXPENSE OBLIGATIONS AND UNDIVIDED INTERESTS IN COMMON ELEMENTS: Unit Number Approximate Square Footage (exclusive n optional mezzanine level) Percentage Interest in Voting Rights, Common Expense Liability and Undivided Interest in Common Elements % TOTAL 100.0% 3.5 244 EXHIBIT B TO DECLARATION COMMON INTEREST COMMUNITY NO. ORONO GARAGE CONDOMINIUMS UNDERLYING LEGAL DESCRIPTION OF PROPERTY HENNEPIN COUNTY, MINNESOTA. 36 245 EXHIBIT C TO DECLARATION COMMON INTEREST COMMUNITY NO. ORONO GARAGE CONDOMINIUMS LEGAL DESCRIPTION OF ADDDITIONAL REAL ESTATE Lots 1 through 12 inclusive, Block 1, Orono Industrial Park including Adjacent Vacant Road; Also the East 460.5 feet of the West 94 Rods of the South Half of the Northeast Quarter of Section 33, Township 118, Range 23 PID No. 3311823130015 (Confirm Legal) 37 246 I have been able to complete review of all the information for the Orono Garage Condos Project (Construction Plans, Drainage Report, previously approved plans/design, and City's Hydraulic Model), and the proposed improvements will not have any impact on the operation of the Kenobi Pond. Therefore, the attached letter from this previous email string is acceptable and ready for the City to sign and return. Please let me know if you have any questions or comments. Thanks, AIA BOLTON l�l & M E N K Real People. Real Solutions. *— TOP TOP TOP WORK WORK PLACES PLACES 200 2024 202a o., „o1,,,,,,,�, Charlotte Bob Bean, PE (MN) Water Resources Project Manager Bolton & Menk, Inc. 0 2638 Shadow Lane Suite 200, Chaska, Minnesota, 55318-1172 96 (952) 295-1970 0 (612)756-3184 E�j robert.bean(@bolton-menk.com ® www.Bolton-Menk.co From: Laura Hagstrom <lhagstrom(@hagstromeng com> Sent: Tuesday, February 25, 2025 8:57 AM To: Adam Edwards <aedwards(@oronomn.gov>; Bob Bean <Robert.Bean(@bolton-menk.com> Cc: Matt Hagstrom <mhagstromna hagstromeng com> Subject: RE: Kenobi Pond Design Good Morning Adam and Bob. I have attached the HydroCAD model and report for the existing Crystal Bay Business Center Lot 1, Block 1 site that the Orono Garage Condos will replace. Please let me know if I can provide you with further information. I have also updated and attached the letter for your to use (or modify) and sign for us to submit to MCWD. Thank you. Laura Hagstrom, PE Hagstrom Engineering PLLC 219 6th Avenue E Alexandria, MN 56308 320-759-0764 (o) 720-560-1073 (c) From: Adam Edwards <aedwards @oronomn.gov> Sent: Friday, January 24, 2025 10:46 AM To: Laura Hagstrom <lhagstrom(cDhagstromeng.com> Cc: Matt Hagstrom <mhagstromPhagstromeng.com>; Bob Bean <Robert.Bean Pbolton-menk.com> Subject: RE: Kenobi Pond Design La u ra, I spoke with Bob on this. If you can provide the modeling you've done for the site he can plug that into our overall city model. Then we can communicate to MCWD whether or not we have a concern with overall rate control. The thought is we will not but would like to have the modeling to support that. Bob- please chime in if I missed something. Adam From: Laura Hagstrom <Ihagstrom(@hagstromeng.com> Sent: Thursday, January 9, 2025 3:59 PM To: Adam Edwards <aedwards(@oronomn.gov> 247 QBOLTON & MENK Real People. Real Solutions. October 29, 2024 City of Orono Attn: Adam Edwards 2750 Kelley Parkway Orono, MN 55356 RE: Preliminary Plans Orono Garage Condos Engineering Review #1 Dear Adam: 2638 Shadow Lane Suite 200 Chaska, MN 55318-1172 Ph: (952) 448-8838 Fax: (952) 448-8805 Bolton-Menk.com As requested, we have completed an engineering review of the documents submitted for the above referenced project. Following are my comments for your consideration: Proposed improvements will require the installation of stormwater runoff management practices to meet Minnehaha Creek Watershed District and NPDES requirements for runoff treatment. The following should be considered regarding stormwater management: a. Not enough information has been provided to determine if the proposed design is adequate. A complete Stormwater Management Plan for the site meeting MCWD and NPDES requirements should be provided for review. b. Per MCWD requirements, the proposed stormwater runoff management system must provide rate control and volume control for the new and fully reconstructed impervious surfaces. For complete MCWD requirements, please refer to the following link: Regulations - Minnehaha Creek Watershed District (MCWD) c. Per NPDES requirements, the water quality volume must be treated, calculated as 1" times the sum of the new and fully reconstructed impervious surfaces. If infiltration is prohibited as outlined by NPDES requirements, a wet sedimentation basin or filtration basin may be utilized. For complete NPDES requirements, please refer to the following links: https://www.pca. state.mn.us/sites/default/files/wq-strm2-81 a.pdf https://www.pca.state.mn.us/sites/default/files/wq-strm4-94.pdf d. The permanent best management practice chosen (infiltration, filtration, or wet sedimentation) must meet the design requirements outlined in the MCWD and NPDES permits. e. Per City requirements to track TMDLs and reduce loads to meet required Waste Load Allocations, the calculations for Total Suspended Solids (TSS) and Total Phosphorus (TP) loading should be included in the report. 2. The sanitary sewer capacity provided to the site is sufficient to support the development. 3. The water main capacity provided to the site is sufficient to support the development. H:\ORNO\-Surface Water Management\MS4 Administration\MCM-5\2-Site Plan Reviews\Orono Garage Condos\Orono Garage Condos-PrelimPlan.docx Bolton & Menk is an equal opportunity employer. 248 Preliminary Plans Orono Garage Condos Page 2 4. Final Plans should include the following: a. Site Plan b. Grading, Drainage, and Erosion Control Plan c. Utility Plan d. Street Construction Plan e. Landscape and Restoration Plan f. SWPPP meeting NPDES requirements g. City Standard Details 5. The applicant will be required to obtain the following permits and provide a copy of any approvals required prior to Final Plat approval: a. MPCA Sanitary Sewer Extension Permit b. MDH Water Main Extension Permit c. Minnehaha Creek Watershed District (MCWD) d. NPDES General Construction Permit 6. The applicant will be required to submit a Maintenance Agreement for all stormwater management structures and facilities. The agreement must define maintenance responsibilities following completion of project, specify types and frequencies of inspection and maintenance activities, designate who will conduct inspection and maintenance activities, and outline reporting requirements. The Agreement should be recorded with the County per the City's approval process. 7. Drainage and Utility Easements should be provided as follows: a. Over all stormwater management facilities used to meet regulatory requirements, including access routes. b. All swales, structures, and piping providing drainage for multiple properties. c. 5' along all side lot lines, unless adjacent to Development boundary. d. 10' along all front lot lines, rear lot lines, and adjacent to Development boundary. 8. Additional comments may be forthcoming once a complete Stormwater Management Plan is provided. If you have any questions or comments, please contact me to discuss. Sincerely, Bolton & Menk, Inc. j�2c-(,e�g "4 Robert E. Bean, Jr., P.E. Water Resources Engineer H:\ORNO\_Surface Water Management\MS4 Administration\MCM-5\2_Site Plan Reviews\Orono Garage Condos\Orono Garage Condos_PrelimPlan.docx Bolton & Menk is an equal opportunity employer. 249 From: James VanEyll To: Laura Oakden Subject: FW: FW: Garage Condo - Date: Monday, April 7, 2025 2:28:22 PM Attachments: imaae002.ona mage001.pnng maae003.ona 24015 Parking Exhibit.pdf Hi Laura, As we discussed earlier today, please note the following comments; I don't see any issues with the parking arrangement from an ingress or egress into the units. Nor is there a maneuverability issue with the parking arrangement. I believe this still leaves a minimum of 20-foot drive lanes. I don't have any issues with the parking stalls next to building 1 All of the north/south drive lanes need to remain clear It appears that the drive lane widths are 20 feet, and we don't have any issues with them at that width. Thanks FED James Van Eyll, Fire Chief ORONO FIRE DEPARTMENT 0vaneyll @oronomn.gov 952.249.4600 (Main) 952.249.4631 (Office) 952.367.6447 (Mobile) Office: 2700 Kelley Parkway, Orono, MN 55356 www.Oronommeov From: James VanEyll Sent: Tuesday, April 1, 2025 12:48 PM To: Laura Oakden <loakden@oronomn.gov> Subject: FW: FW: Garage Condo - Hi Laura, I reviewed it and have no new comments about the parking. Thanks, 250 From: Rob Powell To: Laura Oakden Subject: Orono Development Project Date: Wednesday, April 9, 2025 5:48:02 PM Hi Laura, I'm an Orono resident (2695 Deer Run Trl E) and want to express my support for a storage condo project next to JEM Technical on Old Crystal Bay Rd. I've seen the designs. I think it fills a community need, would be a site improvement, and provide additional property tax revenue for the benefit of the citizens of Orono. I appreciate your consideration. Thank you, Rob Powell 251 From: mdkuhlmannCabgmail.com To: Laura Oakden Subject: New development Date: Thursday, March 20, 2025 9:27:02 AM Hi Laura, I noticed that the City Council will be reviewing a new development at the next meeting, and I wanted to share my support for the storage condo project. Personally, I would love to have the opportunity to store ATVs, boats, and other equipment that currently takes up space in my garage. Having this storage solution is a great alternative to buying, building, and maintaining personal storage structures. The ability to own storage space nearby is a huge perk for residents like me. I appreciate your time and consideration and hope you will support this project. Thank you Michael Kuhlmann 1760 Shoreline Drive Sent from my Whone 252 From: Jill Buraue To: Laura Oakden Subject: Support for Garage Condos in Orono Date: Sunday, April 6, 2025 9:44:20 AM Hi Laura, I recently learned of the garage condos that Liz Merry would like to develop in Orono. I wanted to share that I fully support this project as an Orono resident. Thank you! Jill Burque 2795 Pheasant Rd. Orono, MN 55331 253 From: Judd Stevens To: Laura Oakden Subject: Support for Orono Development Date: Saturday, March 29, 2025 5:54:45 PM Hi Laura, My name is Judd Stevens and I am an Orono homeowner. I have been made aware of a proposed development of Garage/Condos at the address: 430 Old Crystal Bay Rd N. This site is very close to my house. As it currently sits, the parcel is an empty and unmaintained field with some random boats often stored there. I think it would be a win -win for our community to have high end Garage/Condos built here. Thanks for listening to my perspective. Best, Judd Stevens 2925 Lillian Lane Orono, MN 55356 254 From: Laura Bohlander To: Laura Oakden Subject: Support of Garage Project Date: Wednesday, March 26, 2025 7:28:44 AM Hi Laura! We just wanted to write in support of the garage condo project on Old Crystal Bay. We are considering purchasing one for our boat, as it is hard to find good indoor storage. We think they would be a great option for people in Orono. My husband Brett and I live on Willow in Orono. Thank you for your consideration! Laura Bohlander Sent from my iPhone 255 Angie & Dan Complin 2830 Goldenrod Way Orono, MN 55356 January 28, 2025 Planning Commission City of Orono 2750 Kelley Parkway Orono, MN 55356 Dear Members of the Planning Commission, We hope this letter finds you well. We are writing to share our thoughts on the proposed garage condominium development at 430 Old Crystal Bay Road which is across the street from our home. As residents, we want to express our appreciation for the vision behind this project. The plans to redevelop the site into a more functional and attractive space are encouraging, especially given the current state of the property. While we are supportive of this project and its potential benefits, we kindly ask the Commission and the developers to consider a few aspects that could help ensure the development is a positive addition to our neighborhood. 1. Noise Management: As parents of two young children, maintaining a quiet and peaceful environment is important to our family, particularly during our children's nap and bedtimes. We kindly ask that noise levels be carefully managed during construction and operations, with consideration for timing that minimizes disruptions to residents, especially those with young children. 2. Lighting Design: After reviewing the photometric study, we understand that lighting is a critical component of the project for safety and functionality. However, we would be grateful if measures could be taken to limit light spillover into nearby homes, such as shielded, downward -facing fixtures. This would help preserve the calm, natural character of the neighborhood, especially at night. Landscaping: We were pleased to see the proposed landscape plan includes a variety of trees and plantings. The addition of evergreens, in particular, is wonderful as theywill provide year-round greenery and privacy. We would respectfully encourage the planting of mature trees to quickly restore the natural buffer between the development and nearby homes that was lost when the original —30 foot evergreens were removed by the owner. 256 4. Traffic Impact: With the addition of multiple units, there maybe an increase in traffic flow in the area. If not already completed, a traffic study could provide insights into any potential impacts and ensure the neighborhood and nearby walking trails remain safe and accessible for everyone, especially children. 5. Construction Communication: We understand construction is a necessary part of progress and appreciate the care that goes into planning such projects. Having a clear timeline and regular communication from the developers would help residents prepare for any disruptions and maintain a positive relationship throughout the process. 6. Community Engagement: Finally, we want to encourage the developers to consider engaging with nearby residents directly to share updates and gather feedback. A collaborative approach could help address any remaining concerns and ensure the project is truly a win -win for everyone involved. Thank you for your time and for the care you bring to planning developments like this one. We believe this project has the potential to be a wonderful improvement for our community, and we appreciate your consideration of these thoughts as you move forward. Please don't hesitate to reach out if further discussion would be helpful. Warm regards, Angie & Dan Complin Angie.complin gmail.com Dan.complin _ gmaiLcom 257 From: Bill Bruning To: Laura Oakden Subject: Garage Condo Proposal Date: Monday, February 10, 2025 7:25:50 PM Hello Ms. Oakden, With regards to the Garage Condo Proposal, we wish that this permit NOT be approved. Our concerns are the additional air, light and noise pollution this facility will bring to our area resulting in diminished quality of life and diminished property value. A brief history. We moved to Orono 31 years ago. Before purchasing our house we visited Orono City Hall asking where the highway 12 bypass was to be constructed. We were shown four routes, on record for 50 years, and chose our home's location based on the information Orono provided. Nine months later, a fifth route was suddenly presented and approved by Orono, placing the highway next to our house. This required the elimination of the majority of trees in our area as well as our neighbor's house, a new bridge was torn down and replaced with a larger lighted bridge, railroad was moved closer to our house, etc., all bringing 10 years of construction and 20+ years of highway noise. Orono's mayor at that time told us not to address MnDOT with our concerns. Last year, Orono constructed a new public works facility by our house bringing additional traffic noise and all night lighting. Orono has made it challenging to be residents. We ask that Orono not add to those challenges with the construction of this garage condo facility. Thank you, Bette and Bill Bruning 315 Silver Meadow Dr. Orono 258 AGENDA ITEM Date: April 14, 2025 Title: First Quarter Financial Update Presenter: Maggie Jin, Finance Director Section: Finance Report Item: 14 Purpose: The purpose of this item is to provide the Council with year-to-date budget information. This is for informational purposes only and no action is required. 2. Background: Information in this report should be considered preliminary and are as of the end of March 2025, which represents 25% of the year. 3. Staff Recommendation: This is for informational purpose only and no action is required. COUNCIL ACTION REQUESTED No action is required. Exhibits A. First Quarter Financial Update 259 To: Mayor and Council From: Maggie Jin, Finance Director Subject: First Quarter Financial Report Date: April 14, 2025 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 Funds Detail 7. Internal Service Funds Detail 8. New Investment Listing The first quarter 2025 year-to-date budget to actual comparisons are included with this memo. Revenues are currently at 13.8% of budget with adjusted expenditures at 22.68% of budget. Both detailed and summary data is being presented for review. General Fund Revenues Currently, General Fund revenue is at 13.8%. Revenues are anticipated to finish the year at budgeted levels. The largest General Fund revenue is the property tax levy, which represents 57.9% of the revenue budget. Tax collections are currently at 0% of budget; the first tax settlement will be distributed in June by the county. The second largest source of revenue for the City is Charges for Service, currently at 38.7% of the budget. Police service charge for the first half of the year was billed to Mound. This line item is anticipated to finish the year at budget. Licenses and Permits are at 13.7% with winter months having less applications received. Other Governmental revenue is currently at 12.9%, with remaining grants not received until later in the year, such as police state aid which is disbursed in October. Interest is also not yet recorded; this will be recorded at year end with the audit process. A revenue graph is included with this memo for comparison with previous years. General Fund Expenditures General Fund expenditures are currently at 23.5% of the budget, which is on track with being 25% of the year. Mayor and Council department is currently at 47%; this department is higher than the quarter mark of the year due to memberships being paid at the beginning of the year. Police department expenditures is slightly higher than the quarter mark at 0.5% more. This accounts for the purchase of police squads that were budgeted for. All other departments are trending below or at budget. At this time, it is anticipated that General Fund expenditures will be below or at budget. 260 First Quarter Financial Report April 14, 2025 Enterprise Fund The Enterprise Funds includes the following: Water, Sewer, Recycling, Golf Course, Cable, and Stormwater Funds. Water Fund revenue is at 14.8% and expenditure is at 22.4% of budget. Water Fund revenue is captured more in the summer time due to water usage for irrigation. Sewer Fund revenue is at 24.4% and expenditure is at 24.4% of budget; Stormwater Fund revenue is at 26.3% and expenditure is at 22.7% of budget; Recycling Fund revenue is at 23.2% and expenditure is at 25.4% of budget. These funds are on track and are approximately at the current earmark of 25%. Golf Course Fund revenue is at 1.7% and expenditure is at 16% of budget. Golf course opened in April and revenue collection is beginning. Cable Fund revenue is at 0% and expenditure is at 13.8% of budget. Franchise fee makes up the revenue in this fund with first quarter fees received in April. 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. Internal Service Funds Internal Service Funds includes: Fleet, Insurance, and IT Funds. Fleet Fund revenue is currently at 29.9% with expenditures at 29.3%. Revenue includes transfers in and passthrough charges to other governmental entities for work performed, offset by the cost of the repairs. Insurance Fund revenue is at 28.1% with expenditures at 58.7%. Revenue consists of transfers in from each department for its share of insurance costs, along with reimbursement for claims. Expenditures includes first half payment for worker's compensation premiums and property and casualty insurance along with additional legal costs incurred not covered by insurance. IT Fund revenue is at 25.4% with expenditures at 42.5%. Revenue consists of transfers in from each department for IT services. Meanwhile, dues for software licensing are paid within the first portion of the year, thus causing current year-to-date expenditure to exceed the 25% budget mark for the year. Internal Service Funds are financed and operated by transfers in from each department to reimburse the service and goods provided. Fleet Fund and IT Fund are relatively newer funds that are still in the process of being stabilized. Summary In summary, both the revenue and expenditures of the General Fund is in good conditions and a positive net income is anticipated. Page 2 of 2 261 rtment Taxes Licenses & Permits Other Governmental Charges for Service Fines Miscellaneous Interest Other Sources & Transfers Quarter Mar 31 Budget - 6,568,600 110,993 585,200 1 305,000 1,382,746 3,725,770 8,723 85,000 5 182 200,660 37,276 66,400 1,539,925 11,536,630 City of Orono General Fund Revenue Summary with Comparison to Budget For The 3 Months Ending March 31, 2024 - 25 2024 Annual Percent Dec 31 Percent 0.0% 6,481,442 98.7% 19.0% 765,454 130.8% 0.0% 496,704 162.9% 37.1% 3,810,433 102.3% 10.3% 61,137 71.9% 0.0% 5 0.0% 0.1% 145,382 72.5% 56.1% 219,972 331.3% 13.3% 11,980,528 103.8% 2025 Mar 31 Budget Balance Percent - 6,913,000 6,913,000 0.0% 89,537 653,000 563,463 13.7% 40,106 310,150 270,044 12.9% 1,494,271 3,856,800 2,362,529 38.7% 7,937 65,000 57,063 12.2% 4 - (4) 0.0% 131 100,650 100,519 0.1% 18,213 36,400 18,187 50.0% 1,650,199 11,935,000 10,284,801 13.8% 262 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD MARCH 31.2025 BUDGET UNEARNED PCNT TAXES 101-31010 CURRENT AD VALOREM TAXES .00 .00 6,846,000.00 6,846,000.00 .0 101-31020 DELINQUENT AD VALOREM TAXES .00 .00 25,000.00 25,000.00 .0 101-31040 FISCAL DISPARITIES .00 .00 30,000.00 30,000.00 .0 101-31050 PERSONAL PROPERTY TAX .00 .00 10,000.00 10,000.00 .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 .00 .00 2,000.00 2,000.00 .0 TOTAL TAXES .00 .00 6,913,000.00 6,913,000.00 .0 LICENSES & PERMITS 101-32100 BUSINESS LICENSES .00 .00 .00 .00 .0 101-32110 BEER & LIQUOR LICENSES 5,100.00 5,100.00 7,100.00 2,000.00 71.8 101-32120 CIGARETTE LICENSES 500.00 500.00 750.00 250.00 66.7 101-32130 COMMERCIAL DOCK LICENSES .00 .00 .00 .00 .0 101-32150 SEPTIC LICENSES .00 .00 .00 .00 .0 101-32170 GARBAGE HAULERS LICENSES .00 .00 1,100.00 1,100.00 .0 101-32180 OTHER BUSINESS LICENSE/PERMIT 520.00 520.00 5,000.00 4,480.00 10.4 101-32230 RENTAL LICENSES 360.00 360.00 2,500.00 2,140.00 14.4 101-32240 DOG LICENSES 150.00 150.00 50.00 ( 100.00) 300.0 101-32510 BUILDING PERMITS 56,354.92 56,354.92 525,000.00 468,645.08 10.7 101-32520 ZONING PERMIT 440.00 440.00 1,500.00 1,060.00 29.3 101-32530 MECHANICAL/SEPTIC/OTHER 13,317.91 13,317.91 75,000.00 61,682.09 17.8 101-32590 PLUMBING PERMIT 12,794.19 12,794.19 35,000.00 22,205.81 36.6 TOTAL LICENSES & PERMITS 89,537.02 89,537.02 653,000.00 563,462.98 13.7 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 HACAAID .00 .00 .00 .00 .0 101-33415 MARKET VALUE CREDIT .00 .00 150.00 150.00 .0 101-33416 POLICE TRAINING REIMBURSEMENT .00 .00 20,000.00 20,000.00 .0 101-33420 FIRE STATE AID .00 .00 .00 .00 .0 101-33421 POLICE STATE AID .00 .00 260,000.00 260,000.00 .0 101-33430 POLICE VEST REIMBURSEMENT 3,654.00 3,654.00 .00 ( 3,654.00) .0 101-33440 MUNICIPAL STATE AID -STREETS 2,153.00 2,153.00 .00 ( 2,153.00) .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 34,299.00 34,299.00 30,000.00 ( 4,299.00) 114.3 101-33610 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 40,106.00 40,106.00 310,150.00 270,044.00 12.9 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/07/2025 02:34PM PAGE: 1 K*l CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD MARCH 31.2025 BUDGET UNEARNED PCNT CHARGES FOR SERVICES 101-34100 GENERAL GOVN'T SRV CHARGE 187.50 187.50 .00 ( 187.50) .0 101-34200 ADMINISTRATIVE CHARGES FOR SVC 99,937.50 99,937.50 384,350.00 284,412.50 26.0 101-34210 GENERAL TAXABLE SALES/SERVICE 37.00 37.00 100.00 63.00 37.0 101-34220 ASSESSMENTS SEARCHES 40.00 40.00 50.00 10.00 80.0 101-34230 FILING FEES-ELECTIONS/PLATS 90.00 90.00 .00 ( 90.00) .0 101-34240 ZONING DISCLOSURE .00 .00 350.00 350.00 .0 101-34410 PLAN CHECK/SITE EXAM FEES 70,268.82 70,268.82 250,000.00 179,731.18 28.1 101-34420 COND USE-VARIANCE-DEV FEES 5,400.00 5,400.00 20,000.00 14,600.00 27.0 101-34430 ENGINEERING & LEGAL FEES 9,738.50 9,738.50 20,000.00 10,261.50 48.7 101-34440 BLDG PERMITS -MAIL IN FEES .00 .00 .00 .00 .0 101-34450 ON -SITE SEPTIC PROGRAM FEES 11,938.72 11,938.72 47,000.00 35,061.28 25.4 101-34460 COOP AGREEMENT -INSPECTION .00 .00 .00 .00 .0 101-34610 COOP AGREEMENT -POLICE 1,235,621.63 1,235,621.63 2,822,000.00 1,586,378.37 43.8 101-34620 COOP AGREEMENT -ANIMAL CONTROL .00 .00 .00 .00 .0 101-34630 POLICE SPECIAL SERVICES 3,970.20 3,970.20 80,000.00 76,029.80 5.0 101-34640 FALSE ALARM FEES .00 .00 500.00 500.00 .0 101-34650 POLICE REPORTS 239.00 239.00 1,000.00 761.00 23.9 101-34670 POLICE RESERVE RECEIPTS .00 .00 .00 .00 .0 101-34680 EXPLORERS PROGRAM .00 .00 1,000.00 1,000.00 .0 101-34781 OFF LEASH ANNUAL PASS .00 .00 .00 .00 .0 101-34783 PARK RESERVATIONS 1,455.00 1,455.00 9,000.00 7,545.00 16.2 101-34810 COOP AGREEMENT -PUBLIC WORKS 55,347.15 55,347.15 220,450.00 165,102.85 25.1 101-34812 COOP AGREEMENT -PUBLIC WORKS OT .00 .00 .00 .00 .0 101-34830 BRUSH SITE FEES .00 .00 1,000.00 1,000.00 .0 TOTAL CHARGES FOR SERVICES 1,494,271.02 1,494,271.02 3,856,800.00 2,362,528.98 38.7 101-35105 ADMIN CITATIONS .00 .00 5,000.00 5,000.00 .0 101-35400 COURT FINES 7,936.55 7,936.55 60,000.00 52,063.45 13.2 101-35410 DRUG TASK FORCE .00 .00 .00 .00 .0 101-35420 DOG IMPOUND FEES .00 .00 .00 .00 .0 TOTAL SOURCE 35 7,936.55 7,936.55 65,000.00 57,063.45 12.2 101-37699 UTILITY PENALTIES 4.38 4.38 .00 ( 4.38) .0 101-37999 CASH OVER/SHORT .00 .00 .00 .00 .0 TOTAL MISCELLANEOUS 4.38 4.38 .00 ( 4.38) .0 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/07/2025 02:34PM PAGE:2 264 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD MARCH 31.2025 BUDGET UNEARNED PCNT 101-39310 INTEREST ON INVESTMENTS .00 .00 100,000.00 100,000.00 .0 101-39315 INVESTMENT DISCOUNTS/PREMIUMS .00 .00 .00 .00 .0 101-39350 INTEREST -NOW ACCOUNT 131.40 131.40 650.00 518.60 20.2 101-39610 MISCELLANEOUS REVENUE 701.68 701.68 25,000.00 24,298.32 2.8 101-39615 CONVENIENCE FEE .00 .00 .00 .00 .0 101-39620 RENT INCOME .00 .00 5,400.00 5,400.00 .0 101-39630 CONTRIBUTIONS & DONATIONS .00 .00 5,000.00 5,000.00 .0 101-39640 REFUNDS & REIMBURSEMENTS 17,511.27 17,511.27 1,000.00 ( 16,511.27) 1751.1 101-39650 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 .00 .00 .00 .00 .0 101-39920 RESIDUAL EQUITY TRANSFERS IN .00 .00 .00 .00 .0 101-39999 CASH OVER/SHORT .00 .00 .00 .00 .0 TOTAL SOURCE 39 18,344.35 18,344.35 137,050.00 118,705.65 13.4 TOTAL FUND REVENUE 1,650,199.32 1,650,199.32 11,935,000.00 10,284,800.68 13.8 NET REVENUE OVER EXPENDITURES 1,650,199.32 1,650,199.32 11,935,000.00 10,284,800.68 13.8 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/07/2025 02:34PM PAGE:3 265 City of Orono 120% 100% 80% 40% 20% 0% Q1 Q1 111 2021 2022 2023 2024 2025 General Fund Revenue Comparison Q2 Q2 Q2 Q2 Q2 Q3 Q3 Q3 Q3 Q3 YE YE YE YE YE 2021 2022 2023 2024 2025 2021 2022 2023 2024 2025 2021 2022 2023 2024 2025 41-1. City of Orono General Fund Expenditure Summary with Comparison to Budget For The 3 Months Ending March 31, 2024 - 25 Department Mar 31 Quarter Budget 2024 Percent Annual Dec 31 Percent Adjusted Mar 31 2025 Budget Balance Percent Mayor & Council 20,010 60,400 33.1% 46,874 77.6% 23,506 50,000 26,494 47.0% Administration 119,554 500,250 23.9% 479,958 95.9% 127,133 573,800 446,667 22.2% Elections 15,654 98,200 15.9% 75,293 76.7% 8,515 37,150 28,635 22.9% Communications 620 39,000 1.6% 29,291 75.1% 14,751 149,100 134,349 9.9% Assessing - 270,000 0.0% 127,000 47.0% - - - 0.0% Finance Department 79,761 339,600 23.5% 301,232 88.7% 79,229 346,250 267,022 22.9% Law/Legal Services 21,523 128,000 16.8% 123,660 96.6% 29,931 121,000 91,069 24.7% Central Services 99,129 429,400 23.1% 494,076 115.1% 125,000 520,250 395,250 24.0% Human Services - 12,000 0.0% 12,000 100.0% - 12,000 12,000 0.0% Police Department 1,360,768 5,719,910 23.8% 5,710,252 99.8% 1,547,060 6,061,600 4,514,540 25.5% Fire Protection 291,246 1,437,450 20.3% 1,425,023 99.1% 339,985 1,598,000 1,258,015 21.3% Building & Zoning 211,788 862,900 24.5% 840,443 97.4% 212,759 908,350 695,591 23.4% Engineering 1,961 25,000 7.8% 15,181 60.7% 986 26,000 25,014 3.8% Public Works 167,791 690,050 24.3% 765,660 111.0% 154,801 750,100 595,299 20.6% Public Works - SP 28,744 100,400 28.6% 101,462 101.1% 23,531 103,150 79,619 22.8% Parks 95,895 431,750 22.2% 361,747 83.8% 50,592 343,050 292,458 14.7% Brush Site 10,079 50,920 19.8% 46,619 91.6% 3,756 46,750 42,994 8.0% Special Services 6,076 111,400 5.5% 228,251 204.9% 13,127 96,000 82,873 13.7% Special Projects - 30,000 0.0% 20,720 0.0% - 15,000 15,000 0.0% Transfer to Other Funds 50,000 200,000 25.0% 256,407 128.2% 44,363 177,450 133,088 25.0% 41-t CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD YTD BUDGET UNEXPENDED PCNT 101-41110-101 FULL-TIME EMPLOYEES REGULAR 6,066.72 6,066.72 18,250.00 12,183.28 33.2 101-41110-122 FICA 464.08 464.08 1,400.00 935.92 33.2 101-41110-151 WORKER'S COMP INSURANCE PREM 12.50 12.50 50.00 37.50 25.0 101-41110-313 IT SERVICES 350.00 350.00 1,400.00 1,050.00 25.0 101-41110-319 PROFESSIONAL SERVICES 1,265.00 1,265.00 5,500.00 4,235.00 23.0 101-41110-433 MEMBERSHIPS 14,302.00 14,302.00 15,400.00 1,098.00 92.9 101-41110-437 TRAINING & DEVELOPMENT 350.00 350.00 4,000.00 3,650.00 8.8 101-41110-439 MEETING EXPENSES 695.25 695.25 4,000.00 3,304.75 17.4 101-41110-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 TOTAL MAYOR & COUNCIL 23,505.55 23,505.55 50,000.00 26,494.45 47.0 ADMINISTRATION 101-41300-101 FULL-TIME EMPLOYEES REGULAR 91,953.36 91,953.36 390,350.00 298,396.64 23.6 101-41300-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 1,300.00 1,300.00 .0 101-41300-103 PART-TIME EMPLOYEES 4,500.48 4,500.48 39,000.00 34,499.52 11.5 101-41300-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-41300-111 OTHER .00 .00 .00 .00 .0 101-41300-121 PERA 7,234.08 7,234.08 32,300.00 25,065.92 22.4 101-41300-122 FICA 7,425.09 7,425.09 32,950.00 25,524.91 22.5 101-41300-135 CITY BENEFIT CONTRIBUTION 11,567.24 11,567.24 57,750.00 46,182.76 20.0 101-41300-142 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 437.50 437.50 1,750.00 1,312.50 25.0 101-41300-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0 101-41300-313 IT SERVICES 2,500.00 2,500.00 10,000.00 7,500.00 25.0 101-41300-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-41300-331 TRAVEL EXPENSES .00 .00 250.00 250.00 .0 101-41300-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 101-41300-433 MEMBERSHIPS 636.00 636.00 750.00 114.00 84.8 101-41300-437 TRAINING & DEVELOPMENT 55.00 55.00 3,000.00 2,945.00 1.8 101-41300-439 MEETING EXPENSES .00 .00 .00 .00 .0 101-41300-489 OTHER MISCELLANEOUS CHARGES 824.36 824.36 4,400.00 3,575.64 18.7 TOTAL ADMINISTRATION 127,133.11 127,133.11 573,800.00 446,666.89 22.2 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 12:13PM PAGE:1 268 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD YTD BUDGET UNEXPENDED PCNT 101-41410-101 FULL-TIME EMPLOYEES REGULAR 5,707.21 5,707.21 24,700.00 18,992.79 23.1 101-41410-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 101-41410-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 500.00 500.00 .0 101-41410-121 PERA 428.10 428.10 1,900.00 1,471.90 22.5 101-41410-122 FICA 437.15 437.15 1,900.00 1,462.85 23.0 101-41410-135 CITY BENEFIT CONTRIBUTION 1,346.97 1,346.97 4,350.00 3,003.03 31.0 101-41410-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-41410-151 WORKER'S COMP INSURANCE PREM 25.00 25.00 100.00 75.00 25.0 101-41410-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 2,000.00 2,000.00 .0 101-41410-240 SMALL TOOLS AND MINOR EQUIP .00 .00 .00 .00 .0 101-41410-313 IT SERVICES 350.00 350.00 1,400.00 1,050.00 25.0 101-41410-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-41410-322 POSTAGE .00 .00 .00 .00 .0 101-41410-331 TRAVEL EXPENSES .00 .00 100.00 100.00 .0 101-41410-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 101-41410-352 PRINTING & PUBLISHING 220.50 220.50 150.00 ( 70.50) 147.0 101-41410-437 TRAINING & DEVELOPMENT .00 .00 50.00 50.00 .0 101-41410-439 MEETING EXPENSES .00 .00 .00 .00 .0 101-41410-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 TOTAL ELECTIONS 8,514.93 8,514.93 37,150.00 28,635.07 22.9 rnnnnni lour nTinnic 101-41430-101 FULL-TIME EMPLOYEES REGULAR 5,520.12 5,520.12 96,250.00 90,729.88 5.7 101-41430-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 1,000.00 1,000.00 .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 413.96 413.96 7,300.00 6,886.04 5.7 101-41430-122 FICA 403.90 403.90 7,450.00 7,046.10 5.4 101-41430-135 CITY BENEFIT CONTRIBUTION 600.32 600.32 14,200.00 13,599.68 4.2 101-41430-151 WORKER'S COMP INSURANCE PREM 100.00 100.00 400.00 300.00 25.0 101-41430-313 IT SERVICES 625.00 625.00 2,500.00 1,875.00 25.0 101-41430-315 WEBSITE HOSTING .00 .00 .00 .00 .0 101-41430-322 POSTAGE 2,261.81 2,261.81 4,000.00 1,738.19 56.6 101-41430-325 NEWSLETTERS 4,706.32 4,706.32 16,000.00 11,293.68 29.4 101-41430-340 GENERAL ADVERTISING 119.58 119.58 .00 ( 119.58) .0 101-41430-352 PRINTING & PUBLISHING .00 .00 .00 .00 .0 101-41430-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 TOTAL COMMUNICATIONS 14,751.01 14,751.01 149,100.00 134,348.99 9.9 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 12:13PM PAGE:2 269 FINANCE DEPARTMENT 101-41500-101 FULL-TIME EMPLOYEES REGULAR 101-41500-102 FULL-TIME EMPLOYEES OVERTIME 101-41500-103 PART-TIME EMPLOYEES 101-41500-104 TEMPORARY/SEASONAL EMPLOYEES 101-41500-121 PERA 101-41500-122 FICA 101-41500-135 CITY BENEFIT CONTRIBUTION 101-41500-142 UNEMPLOYMENT BENEFIT PAYMENTS 101-41500-143 OPEB EXPENSE 101-41500-151 WORKER'S COMP INSURANCE PREM 101-41500-208 BOOKS & PERIODICALS 101-41500-301 AUDITING AND ACCT'G SERVICES 101-41500-313 IT SERVICES 101-41500-331 TRAVEL EXPENSES 101-41500-433 MEMBERSHIPS 101-41500-437 TRAINING & DEVELOPMENT TOTAL FINANCE DEPARTMENT 101-41550-302 ASSESSING SERVICES TOTAL ASSESSING LAW/LEGAL SERVICES 101-41600-305 LEGAL -REPRESENTATION 101-41600-306 LEGAL -PROSECUTION 101-41600-307 LEGAL -CONSULTING 101-41600-308 CODE ENFORCEMENT 101-41600-309 JAIL CHARGES TOTAL LAW/LEGAL SERVICES 101-41800-490 CONTRIBUTIONS TO CIVIC ORG'S TOTAL HUMAN SERVICES CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD YTD BUDGET UNEXPENDED PCNT 60,398.32 60,398.32 246,750.00 186,351.68 24.5 .00 .00 200.00 200.00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 4,516.27 4,516.27 18,550.00 14,033.73 24.4 4,513.37 4,513.37 18,900.00 14,386.63 23.9 5,384.26 5,384.26 39,800.00 34,415.74 13.5 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 287.50 287.50 1,150.00 862.50 25.0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 3,750.00 3,750.00 15,000.00 11,250.00 25.0 7.28 7.28 300.00 292.72 2.4 140.00 140.00 600.00 460.00 23.3 231.50 231.50 5,000.00 4,768.50 4.6 79,228.50 79,228.50 346,250.00 267,021.50 22.9 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 12,196.48 12,196.48 50,000.00 37,803.52 24.4 17,659.20 17,659.20 65,000.00 47,340.80 27.2 .00 .00 1,000.00 1,000.00 .0 75.00 75.00 5,000.00 4,925.00 1.5 29,930.68 29,930.68 121,000.00 91,069.32 24.7 .00 .00 12,000.00 12,000.00 .0 .00 .00 12,000.00 12,000.00 .0 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 12:13PM PAGE:3 270 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD YTD BUDGET UNEXPENDED PCNT CENTRAL SERVICES 101-41900-101 FULL-TIME EMPLOYEES REGULAR 25,148.07 25,148.07 107,150.00 82,001.93 23.5 101-41900-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 101-41900-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-41900-121 PERA 1,879.62 1,879.62 8,050.00 6,170.38 23.4 101-41900-122 FICA 1,869.32 1,869.32 8,200.00 6,330.68 22.8 101-41900-135 CITY BENEFIT CONTRIBUTION 7,241.82 7,241.82 21,400.00 14,158.18 33.8 101-41900-151 WORKER'S COMP INSURANCE PREM 225.00 225.00 900.00 675.00 25.0 101-41900-201 OFFICE SUPPLIES 2,180.10 2,180.10 10,000.00 7,819.90 21.8 101-41900-221 EQUIPMENT PARTS & ACCESSORIES 2,145.61 2,145.61 5,000.00 2,854.39 42.9 101-41900-223 BLDG/GROUNDS MAINT. SUPPLIES 5,076.96 5,076.96 15,000.00 9,923.04 33.9 101-41900-226 CLOTHING & PERSONAL EQUIPMENT 81.55 81.55 500.00 418.45 16.3 101-41900-301 AUDITING AND ACCT'G SERVICES 10,000.00 10,000.00 36,000.00 26,000.00 27.8 101-41900-310 LOGIS-APPLICATIONS .00 .00 .00 .00 .0 101-41900-311 DATA PROCESSING COMMUNICATION .00 .00 .00 .00 .0 101-41900-312 BANK FEES 57.55 57.55 1,000.00 942.45 5.8 101-41900-313 IT SERVICES 20,312.50 20,312.50 81,250.00 60,937.50 25.0 101-41900-314 FLEET SERVICES 1,000.00 1,000.00 4,000.00 3,000.00 25.0 101-41900-319 PROFESSIONAL SERVICES 3,549.60 3,549.60 15,000.00 11,450.40 23.7 101-41900-321 TELEPHONE 1,866.99 1,866.99 16,000.00 14,133.01 11.7 101-41900-322 POSTAGE 1,005.43 1,005.43 4,000.00 2,994.57 25.1 101-41900-329 INTERNET/OTHER COMMUNICATIONS .00 .00 .00 .00 .0 101-41900-340 GENERAL ADVERTISING .00 .00 500.00 500.00 .0 101-41900-352 PRINTING & PUBLISHING 2,780.20 2,780.20 22,000.00 19,219.80 12.6 101-41900-361 GENERAL LIABILITY INS 3,550.00 3,550.00 14,200.00 10,650.00 25.0 101-41900-362 UMBRELLA LIABILITY INS 8,400.00 8,400.00 33,600.00 25,200.00 25.0 101-41900-363 BONDS INSURANCE .00 .00 .00 .00 .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 3,150.00 3,150.00 12,600.00 9,450.00 25.0 101-41900-367 EQUIPMENT FLOATERS INS .00 .00 .00 .00 .0 101-41900-368 AUTOMOTIVE INSURANCE 900.00 900.00 3,600.00 2,700.00 25.0 101-41900-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 101-41900-381 GAS & ELECTRIC 10,474.55 10,474.55 40,000.00 29,525.45 26.2 101-41900-382 CITY UTILITIES 536.36 536.36 7,800.00 7,263.64 6.9 101-41900-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 5,000.00 5,000.00 .0 101-41900-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 .00 .00 .0 101-41900-404 REPAIRS/MAINT-BLDGS/GROUNDS 11,568.50 11,568.50 46,000.00 34,431.50 25.2 101-41900-407 JANITORIAL SERVICES .00 .00 .00 .00 .0 101-41900-413 OFFICE EQUIPMENT RENTAL .00 .00 .00 .00 .0 101-41900-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 101-41900-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 101-41900-441 LICENSES & TAXES .00 .00 500.00 500.00 .0 101-41900-489 OTHER MISCELLANEOUS CHARGES .00 .00 1,000.00 1,000.00 .0 101-41900-512 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 124,999.73 124,999.73 520,250.00 395,250.27 24.0 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 12:13PM PAGE: 4 271 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD YTD BUDGET UNEXPENDED PCNT POLICE DEPARTMENT 101-42110-101 FULL-TIME EMPLOYEES REGULAR 779,205.00 779,205.00 3,313,600.00 2,534,395.00 23.5 101-42110-102 FULL-TIME EMPLOYEES OVERTIME 20,988.73 20,988.73 50,000.00 29,011.27 42.0 101-42110-103 PART-TIME EMPLOYEES 5,868.32 5,868.32 80,000.00 74,131.68 7.3 101-42110-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-42110-105 SPECIALTY PAY 4,833.98 4,833.98 33,000.00 28,166.02 14.7 101-42110-106 CSO/CADETS 9,499.85 9,499.85 62,300.00 52,800.15 15.3 101-42110-121 PERA 135,027.40 135,027.40 581,250.00 446,222.60 23.2 101-42110-122 FICA 16,525.93 16,525.93 70,200.00 53,674.07 23.5 101-42110-135 CITY BENEFIT CONTRIBUTION 145,650.75 145,650.75 494,850.00 349,199.25 29.4 101-42110-142 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 37,075.00 37,075.00 148,300.00 111,225.00 25.0 101-42110-201 OFFICE SUPPLIES 1,459.40 1,459.40 6,000.00 4,540.60 24.3 101-42110-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0 101-42110-212 MOTOR FUELS & LUBRICANTS 14,012.07 14,012.07 140,000.00 125,987.93 10.0 101-42110-221 EQUIPMENT PARTS & ACCESSORIES 492.97 492.97 12,000.00 11,507.03 4.1 101-42110-223 BLDG/GROUNDS MAINT. SUPPLIES .00 .00 .00 .00 .0 101-42110-226 CLOTHING & PERSONAL EQUIPMENT 10,740.48 10,740.48 36,000.00 25,259.52 29.8 101-42110-228 TRAINING SUPPLIES 11,540.94 11,540.94 20,000.00 8,459.06 57.7 101-42110-229 EXPLORERS PROGRAM EXPENSES .00 .00 2,500.00 2,500.00 .0 101-42110-230 ANIMAL SUPPLIES .00 .00 .00 .00 .0 101-42110-240 SMALL TOOLS AND MINOR EQUIP 1,008.68 1,008.68 7,000.00 5,991.32 14.4 101-42110-304 ENGINEERING -CONSULTING .00 .00 .00 .00 .0 101-42110-307 LEGAL -CONSULTING 1,173.00 1,173.00 8,000.00 6,827.00 14.7 101-42110-310 LOGIS-APPLICATIONS 26,346.00 26,346.00 115,300.00 88,954.00 22.9 101-42110-311 DATA PROCESSING COMMUNICATION 8,263.63 8,263.63 12,000.00 3,736.37 68.9 101-42110-313 IT SERVICES 53,750.00 53,750.00 215,000.00 161,250.00 25.0 101-42110-314 FLEET SERVICES 12,500.00 12,500.00 50,000.00 37,500.00 25.0 101-42110-317 ANIMAL CARE 2,013.98 2,013.98 10,000.00 7,986.02 20.1 101-42110-318 ANIMAL PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-42110-319 PROFESSIONAL SERVICES 11,851.12 11,851.12 36,000.00 24,148.88 32.9 101-42110-321 TELEPHONE 707.34 707.34 24,000.00 23,292.66 3.0 101-42110-322 POSTAGE 44.57 44.57 500.00 455.43 8.9 101-42110-329 INTERNET/OTHER COMMUNICATIONS .00 .00 .00 .00 .0 101-42110-331 TRAVEL EXPENSES .00 .00 300.00 300.00 .0 101-42110-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 101-42110-352 PRINTING & PUBLISHING 120.63 120.63 1,500.00 1,379.37 8.0 101-42110-361 GENERAL LIABILITY INS 23,625.00 23,625.00 94,500.00 70,875.00 25.0 101-42110-362 UMBRELLA LIABILITY INS 8,400.00 8,400.00 33,600.00 25,200.00 25.0 101-42110-366 PROPERTY INSURANCE 262.50 262.50 1,050.00 787.50 25.0 101-42110-367 EQUIPMENT FLOATERS INS .00 .00 .00 .00 .0 101-42110-368 AUTOMOTIVE INSURANCE 4,462.50 4,462.50 17,850.00 13,387.50 25.0 101-42110-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 101-42110-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0 101-42110-381 GAS & ELECTRIC 1,703.31 1,703.31 24,000.00 22,296.69 7.1 101-42110-382 CITY UTILITIES 165.16 165.16 4,000.00 3,834.84 4.1 101-42110-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 1,000.00 1,000.00 .0 101-42110-402 REPAIRS/MAINT-AUTO EQUIP 1,429.00 1,429.00 6,000.00 4,571.00 23.8 101-42110-403 REPAIRS/MAINT-MISC. EQUIP 3,647.78 3,647.78 5,500.00 1,852.22 66.3 101-42110-404 REPAIRS/MAINT-BLDGS/GROUNDS 953.62 953.62 12,000.00 11,046.38 8.0 101-42110-407 JANITORIAL SERVICES .00 .00 15,500.00 15,500.00 .0 101-42110-413 OFFICE EQUIPMENT RENTAL .00 .00 .00 .00 .0 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 12:13PM PAGE: 5 272 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD YTD BUDGET UNEXPENDED PCNT 101-42110-414 EDP/COMMUNICATIONS EQUIP RENT 9,106.05 9,106.05 38,000.00 28,893.95 24.0 101-42110-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 101-42110-433 MEMBERSHIPS 12,975.39 12,975.39 5,000.00 ( 7,975.39) 259.5 101-42110-436 TOWING CHARGES 206.00 206.00 .00 ( 206.00) .0 101-42110-437 TRAINING & DEVELOPMENT 7,043.06 7,043.06 47,500.00 40,456.94 14.8 101-42110-438 DISTRIBUTION TO OTHER GOVMNTS .00 .00 .00 .00 .0 101-42110-439 MEETING EXPENSES 693.67 693.67 2,000.00 1,306.33 34.7 101-42110-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 101-42110-441 LICENSES & TAXES 112.50 112.50 1,000.00 887.50 11.3 101-42110-489 OTHER MISCELLANEOUS CHARGES .00 .00 2,000.00 2,000.00 .0 101-42110-520 BUILDINGS AND STRUCTURES .00 .00 .00 .00 .0 101-42110-550 AUTOMOTIVE EQUIPMENT 157,762.94 157,762.94 200,000.00 42,237.06 78.9 101-42110-560 FURNITURE AND FIXTURES 141.07 141.07 .00 ( 141.07) .0 101-42110-570 OFFICE EQUIP AND FURNISHINGS .00 .00 500.00 500.00 .0 101-42110-575 IT HARDWARE & APPLICATIONS .00 .00 .00 .00 .0 101-42110-580 OTHER EQUIPMENT 3,671.06 3,671.06 21,000.00 17,328.94 17.5 TOTAL POLICE DEPARTMENT 1,547,060.38 1,547,060.38 6,061,600.00 4,514,539.62 25.5 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 12:13PM PAGE: 6 273 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD YTD BUDGET UNEXPENDED PCNT FIRE PROTECTION SERVICES 101-42260-101 FULL-TIME EMPLOYEES REGULAR 34,036.00 34,036.00 139,950.00 105,914.00 24.3 101-42260-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 101-42260-103 PART-TIME EMPLOYEES 73,671.91 73,671.91 300,000.00 226,328.09 24.6 101-42260-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-42260-107 POC FIRE FIGHTERS .00 .00 100,000.00 100,000.00 .0 101-42260-121 PERA 18,568.75 18,568.75 77,900.00 59,331.25 23.8 101-42260-122 FICA 2,177.22 2,177.22 7,850.00 5,672.78 27.7 101-42260-135 CITY BENEFIT CONTRIBUTION 5,327.44 5,327.44 20,600.00 15,272.56 25.9 101-42260-151 WORKER'S COMP INSURANCE PREM 5,375.00 5,375.00 21,500.00 16,125.00 25.0 101-42260-201 OFFICE SUPPLIES 287.62 287.62 2,000.00 1,712.38 14.4 101-42260-203 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 1,523.76 1,523.76 10,000.00 8,476.24 15.2 101-42260-215 SHOP SUPPLIES 765.25 765.25 2,000.00 1,234.75 38.3 101-42260-216 CHEMICALS .00 .00 1,600.00 1,600.00 .0 101-42260-219 MEDICAL SUPPLIES 546.69 546.69 4,000.00 3,453.31 13.7 101-42260-221 EQUIPMENT PARTS & ACCESSORIES 253.20 253.20 3,000.00 2,746.80 8.4 101-42260-223 BLDG/GROUNDS MAINT. SUPPLIES 319.74 319.74 2,000.00 1,680.26 16.0 101-42260-226 CLOTHING & PERSONAL EQUIPMENT 1,782.92 1,782.92 40,000.00 38,217.08 4.5 101-42260-228 TRAINING SUPPLIES 569.99 569.99 2,000.00 1,430.01 28.5 101-42260-240 SMALL TOOLS AND MINOR EQUIP 2,280.57 2,280.57 8,000.00 5,719.43 28.5 101-42260-305 MEDICALS .00 .00 .00 .00 .0 101-42260-307 LEGAL -CONSULTING .00 .00 2,000.00 2,000.00 .0 101-42260-310 TURN OUT GEAR WASHING -REPAIR .00 .00 30,000.00 30,000.00 .0 101-42260-313 IT SERVICES 12,500.00 12,500.00 50,000.00 37,500.00 25.0 101-42260-314 FLEET SERVICES 4,250.00 4,250.00 17,000.00 12,750.00 25.0 101-42260-318 FIRE SERVICES 144,462.25 144,462.25 558,000.00 413,537.75 25.9 101-42260-319 PROFESSIONAL SERVICES 6,086.00 6,086.00 25,000.00 18,914.00 24.3 101-42260-321 TELEPHONE 350.00 350.00 4,000.00 3,650.00 8.8 101-42260-331 TRAVEL EXPENSES .00 .00 1,000.00 1,000.00 .0 101-42260-340 GENERAL ADVERTISING .00 .00 3,000.00 3,000.00 .0 101-42260-352 PRINTING & PUBLISHING .00 .00 5,000.00 5,000.00 .0 101-42260-361 GENERAL LIABILITY INS 1,700.00 1,700.00 6,800.00 5,100.00 25.0 101-42260-362 UMBRELLA LIABILITY INS 137.50 137.50 550.00 412.50 25.0 101-42260-366 PROPERTY INSURANCE 137.50 137.50 550.00 412.50 25.0 101-42260-367 EQUIPMENT FLOATERS INS 262.50 262.50 1,050.00 787.50 25.0 101-42260-368 AUTOMOTIVE INSURANCE 262.50 262.50 1,050.00 787.50 25.0 101-42260-381 GAS & ELECTRIC 4,607.51 4,607.51 18,000.00 13,392.49 25.6 101-42260-382 CITY UTILITIES 297.28 297.28 2,500.00 2,202.72 11.9 101-42260-402 REPAIRS/MAINT-AUTO EQUIP 6,274.22 6,274.22 15,000.00 8,725.78 41.8 101-42260-403 REPAIRS/MAINT-MISC. EQUIP 549.00 549.00 25,000.00 24,451.00 2.2 101-42260-414 EDP/COMMUNICATIONS EQUIP RENT 1,223.46 1,223.46 40,000.00 38,776.54 3.1 101-42260-433 MEMBERSHIPS 100.00 100.00 4,000.00 3,900.00 2.5 101-42260-437 TRAINING & DEVELOPMENT 8,970.36 8,970.36 40,000.00 31,029.64 22.4 101-42260-439 MEETING EXPENSES 328.81 328.81 1,000.00 671.19 32.9 101-42260-441 LICENSES & TAXES .00 .00 100.00 100.00 .0 101-42260-489 OTHER MISCELLANEOUS CHARGES .00 .00 5,000.00 5,000.00 .0 TOTAL FIRE PROTECTION SERVICES 339,984.95 339,984.95 1,598,000.00 1,258,015.05 21.3 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 12:13PM PAGE: 7 274 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD YTD BUDGET UNEXPENDED PCNT BUILDING & ZONING 101-42400-101 FULL-TIME EMPLOYEES REGULAR 142,153.20 142,153.20 602,350.00 460,196.80 23.6 101-42400-102 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 10,661.49 10,661.49 45,200.00 34,538.51 23.6 101-42400-122 FICA 10,793.65 10,793.65 46,100.00 35,306.35 23.4 101-42400-135 CITY BENEFIT CONTRIBUTION 33,215.00 33,215.00 113,900.00 80,685.00 29.2 101-42400-142 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 737.50 737.50 2,950.00 2,212.50 25.0 101-42400-208 BOOKS & PERIODICALS .00 .00 350.00 350.00 .0 101-42400-212 MOTOR FUELS & LUBRICANTS 217.88 217.88 2,000.00 1,782.12 10.9 101-42400-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 .00 .00 .0 101-42400-226 CLOTHING & PERSONAL EQUIPMENT .00 .00 800.00 800.00 .0 101-42400-240 SMALL TOOLS AND MINOR EQUIP .00 .00 500.00 500.00 .0 101-42400-304 ENGINEERING -CONSULTING .00 .00 2,000.00 2,000.00 .0 101-42400-305 GIS/MAPPING 337.50 337.50 3,000.00 2,662.50 11.3 101-42400-307 LEGAL -CONSULTING 1,071.00 1,071.00 15,000.00 13,929.00 7.1 101-42400-310 INSPECTION SERVICES .00 .00 15,000.00 15,000.00 .0 101-42400-312 BANK FEES .00 .00 .00 .00 .0 101-42400-313 IT SERVICES 9,375.00 9,375.00 37,500.00 28,125.00 25.0 101-42400-314 FLEET SERVICES 500.00 500.00 2,000.00 1,500.00 25.0 101-42400-319 PROFESSIONAL SERVICES 551.50 551.50 5,000.00 4,448.50 11.0 101-42400-321 TELEPHONE 332.44 332.44 2,500.00 2,167.56 13.3 101-42400-331 TRAVEL EXPENSES .00 .00 250.00 250.00 .0 101-42400-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 101-42400-352 PRINTING & PUBLISHING 459.90 459.90 1,600.00 1,140.10 28.7 101-42400-402 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 .00 .00 .00 .00 .0 101-42400-433 MEMBERSHIPS .00 .00 2,000.00 2,000.00 .0 101-42400-437 TRAINING & DEVELOPMENT 2,281.94 2,281.94 8,000.00 5,718.06 28.5 101-42400-439 MEETING EXPENSES 70.92 70.92 100.00 29.08 70.9 101-42400-441 LICENSES & TAXES .00 .00 50.00 50.00 .0 TOTAL BUILDING & ZONING 212,758.92 212,758.92 908,350.00 695,591.08 23.4 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 12:13PM PAGE: 8 275 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD YTD BUDGET UNEXPENDED PCNT PUBLIC WORKS DEPARTMENT 101-43000-101 FULL-TIME EMPLOYEES REGULAR 46,951.80 46,951.80 213,800.00 166,848.20 22.0 101-43000-102 FULL-TIME EMPLOYEES OVERTIME 2,266.89 2,266.89 11,000.00 8,733.11 20.6 101-43000-121 PERA 3,689.03 3,689.03 15,700.00 12,010.97 23.5 101-43000-122 FICA 3,551.87 3,551.87 17,200.00 13,648.13 20.7 101-43000-135 CITY BENEFIT CONTRIBUTION 8,218.27 8,218.27 37,000.00 28,781.73 22.2 101-43000-142 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 2,250.00 2,250.00 9,000.00 6,750.00 25.0 101-43000-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0 101-43000-212 MOTOR FUELS & LUBRICANTS .00 .00 500.00 500.00 .0 101-43000-221 EQUIPMENT PARTS & ACCESSORIES 257.36 257.36 2,100.00 1,842.64 12.3 101-43000-222 VEHICLE EQUIPMENT & PARTS 14,955.05 14,955.05 .00 ( 14,955.05) .0 101-43000-224 STREET MAINT. MATERIALS/SUPPLY 4,429.23 4,429.23 87,550.00 83,120.77 5.1 101-43000-225 TREE MAINT. - MATERIALS/SUPPLY .00 .00 .00 .00 .0 101-43000-226 CLOTHING & PERSONAL EQUIPMENT 1,385.80 1,385.80 11,350.00 9,964.20 12.2 101-43000-240 SMALL TOOLS AND MINOR EQUIP 4.49 4.49 5,000.00 4,995.51 .1 101-43000-304 PW ENGINEERING -CONSULTING .00 .00 1,500.00 1,500.00 .0 101-43000-305 GIS/MAPPING 306.00 306.00 1,000.00 694.00 30.6 101-43000-313 IT SERVICES 3,125.00 3,125.00 12,500.00 9,375.00 25.0 101-43000-314 FLEET SERVICES 38,000.00 38,000.00 152,000.00 114,000.00 25.0 101-43000-319 PROFESSIONAL SERVICES 100.00 100.00 1,100.00 1,000.00 9.1 101-43000-321 TELEPHONE 1,445.57 1,445.57 4,800.00 3,354.43 30.1 101-43000-331 TRAVEL EXPENSES 340.90 340.90 .00 ( 340.90) .0 101-43000-340 GENERAL ADVERTISING 1,305.00 1,305.00 750.00 ( 555.00) 174.0 101-43000-381 GAS & ELECTRIC 388.66 388.66 6,500.00 6,111.34 6.0 101-43000-386 STREET LIGHTING 2,368.47 2,368.47 34,000.00 31,631.53 7.0 101-43000-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 101-43000-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 10,000.00 10,000.00 .0 101-43000-404 REPAIRS/MAINT-BLDGS/GROUNDS 1,531.95 1,531.95 5,000.00 3,468.05 30.6 101-43000-405 TREE - REPAIRS/MAINT. 15,310.39 15,310.39 50,000.00 34,689.61 30.6 101-43000-408 CONTRACTED STREET MAINT. .00 .00 50,000.00 50,000.00 .0 101-43000-414 EDP/COMMUNICATIONS EQUIP RENT 946.44 946.44 1,200.00 253.56 78.9 101-43000-415 OTHER EQUIPMENT RENTALS .00 .00 4,000.00 4,000.00 .0 101-43000-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 101-43000-433 MEMBERSHIPS 607.50 607.50 500.00 ( 107.50) 121.5 101-43000-437 TRAINING & DEVELOPMENT 550.00 550.00 4,000.00 3,450.00 13.8 101-43000-441 LICENSES & TAXES 143.62 143.62 50.00 ( 93.62) 287.2 101-43000-489 OTHER MISCELLANEOUS CHARGES 371.76 371.76 1,000.00 628.24 37.2 101-43000-590 STREET CONSTRUCTION .00 .00 .00 .00 .0 TOTAL PUBLIC WORKS DEPARTMENT 154,801.05 154,801.05 750,100.00 595,298.95 20.6 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 12:13PM PAGE: 9 276 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD YTD BUDGET UNEXPENDED PCNT PUBLIC WORKS - SPRING PARK 101-43050-101 FULL-TIME EMPLOYEES REGULAR 15,889.66 15,889.66 72,000.00 56,110.34 22.1 101-43050-102 FULL-TIME EMPLOYEES OVERTIME 727.25 727.25 .00 ( 727.25) .0 101-43050-121 PERA 1,245.14 1,245.14 5,400.00 4,154.86 23.1 101-43050-122 FICA 1,192.46 1,192.46 5,550.00 4,357.54 21.5 101-43050-135 CITY BENEFIT CONTRIBUTION 2,901.37 2,901.37 13,900.00 10,998.63 20.9 101-43050-151 WORKER'S COMP INSURANCE PREM 912.50 912.50 3,650.00 2,737.50 25.0 101-43050-224 STREET MAINT. MATERIALS/SUPPLY .00 .00 .00 .00 .0 101-43050-227 UTILITY SYSTEM MAINT. SUPPLIES .00 .00 .00 .00 .0 101-43050-313 IT SERVICES 162.50 162.50 650.00 487.50 25.0 101-43050-314 FLEET SERVICES 500.00 500.00 2,000.00 1,500.00 25.0 101-43050-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-43050-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 TOTAL PUBLIC WORKS - SPRING PARK 23,530.88 23,530.88 103,150.00 79,619.12 22.8 101-43100-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 11,500.00 11,500.00 .0 101-43100-121 PERA .00 .00 900.00 900.00 .0 101-43100-122 FICA .00 .00 900.00 900.00 .0 101-43100-151 WORKER'S COMP INSURANCE PREM 37.50 37.50 150.00 112.50 25.0 101-43100-223 BLDG/GROUNDS MAINT. SUPPLIES 123.10 123.10 250.00 126.90 49.2 101-43100-312 BANK FEES .00 .00 50.00 50.00 .0 101-43100-313 IT SERVICES 162.50 162.50 650.00 487.50 25.0 101-43100-321 TELEPHONE 263.18 263.18 1,000.00 736.82 26.3 101-43100-352 PRINTING & PUBLISHING .00 .00 .00 .00 .0 101-43100-361 GENERAL LIABILITY INS 25.00 25.00 100.00 75.00 25.0 101-43100-381 GAS & ELECTRIC 49.18 49.18 400.00 350.82 12.3 101-43100-404 REPAIRS/MAINT-BLDGS/GROUNDS 3,095.42 3,095.42 30,000.00 26,904.58 10.3 101-43100-415 OTHER EQUIPMENT RENTALS .00 .00 850.00 850.00 .0 101-43100-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 TOTAL BRUSH SITE 3,755.88 3,755.88 46,750.00 42,994.12 8.0 Iy\r� IN"y II\r� 101-43170-303 ENGINEERING -RETAINER .00 .00 .00 .00 .0 101-43170-304 ENGINEERING -CONSULTING 120.00 120.00 10,000.00 9,880.00 1.2 101-43170-305 GIS/MAPPING 866.00 866.00 16,000.00 15,134.00 5.4 TOTAL ENGINEERING 986.00 986.00 26,000.00 25,014.00 3.8 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 12:13PM PAGE:10 277 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD YTD BUDGET UNEXPENDED PCNT SPECIAL SERVICES 101-43280-102 FULL-TIME EMPLOYEES OVERTIME 7,493.41 7,493.41 35,000.00 27,506.59 21.4 101-43280-121 PERA 1,326.33 1,326.33 2,650.00 1,323.67 50.1 101-43280-122 FICA 93.48 93.48 2,700.00 2,606.52 3.5 101-43280-135 CITY BENEFIT CONTRIBUTION .00 .00 .00 .00 .0 101-43280-151 WORKER'S COMP INSURANCE PREM 162.50 162.50 650.00 487.50 25.0 101-43280-228 TRAINING SUPPLIES .00 .00 .00 .00 .0 101-43280-304 ENGINEERING -CONSULTING 3,417.50 3,417.50 35,000.00 31,582.50 9.8 101-43280-307 LEGAL -CONSULTING 633.50 633.50 20,000.00 19,366.50 3.2 101-43280-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-43280-437 TRAINING & DEVELOPMENT .00 .00 .00 .00 .0 101-43280-438 DISTRIBUTION TO OTHER GOVMNTS .00 .00 .00 .00 .0 101-43280-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 101-43280-800 SPECIAL PROJECTS, CONTINGENCY .00 .00 .00 .00 .0 TOTAL SPECIAL SERVICES 13,126.72 13,126.72 96,000.00 82,873.28 13.7 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 44,362.50 44,362.50 177,450.00 133,087.50 25.0 101-43290-800 SPECIAL PROJECTS, CONTINGENCY .00 .00 15,000.00 15,000.00 .0 TOTAL SPECIAL PROJECTS -CONTINGENCIES 44,362.50 44,362.50 192,450.00 148,087.50 23.1 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 12:13PM PAGE:11 278 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GENERALFUND PERIOD YTD BUDGET UNEXPENDED PCNT PARKS 101-45200-101 FULL-TIME EMPLOYEES REGULAR 24,135.71 24,135.71 104,150.00 80,014.29 23.2 101-45200-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 101-45200-103 PART-TIME EMPLOYEES (1,316.35) ( 1,316.35) .00 1,316.35 .0 101-45200-104 TEMPORARY/SEASONAL EMPLOYEES 3,960.50 3,960.50 16,700.00 12,739.50 23.7 101-45200-121 PERA 1,803.52 1,803.52 7,850.00 6,046.48 23.0 101-45200-122 FICA 1,934.85 1,934.85 9,250.00 7,315.15 20.9 101-45200-135 CITY BENEFIT CONTRIBUTION 3,647.79 3,647.79 18,900.00 15,252.21 19.3 101-45200-151 WORKER'S COMP INSURANCE PREM 1,987.50 1,987.50 7,950.00 5,962.50 25.0 101-45200-212 MOTOR FUELS & LUBRICANTS 1,065.11 1,065.11 4,000.00 2,934.89 26.6 101-45200-216 CHEMICALS .00 .00 12,000.00 12,000.00 .0 101-45200-221 EQUIPMENT PARTS & ACCESSORIES 1,633.58 1,633.58 13,400.00 11,766.42 12.2 101-45200-223 BUILDING MAINT SUPPLIES 174.56 174.56 12,000.00 11,825.44 1.5 101-45200-225 TREE MAINT. - MATERIALS/SUPPLY .00 .00 .00 .00 .0 101-45200-226 CLOTHING & PERSONAL EQUIPMENT 199.87 199.87 2,000.00 1,800.13 10.0 101-45200-240 SMALL TOOLS AND MINOR EQUIP .00 .00 2,500.00 2,500.00 .0 101-45200-304 ENGINEERING -CONSULTING .00 .00 1,000.00 1,000.00 .0 101-45200-305 GIS/MAPPING .00 .00 1,000.00 1,000.00 .0 101-45200-313 IT SERVICES 500.00 500.00 2,000.00 1,500.00 25.0 101-45200-314 FLEET SERVICES 2,500.00 2,500.00 10,000.00 7,500.00 25.0 101-45200-316 EVENT SERVICES .00 .00 20,000.00 20,000.00 .0 101-45200-319 PROFESSIONAL SERVICES 267.50 267.50 10,000.00 9,732.50 2.7 101-45200-321 TELEPHONE 366.30 366.30 1,000.00 633.70 36.6 101-45200-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 101-45200-352 PRINTING & PUBLISHING .00 .00 450.00 450.00 .0 101-45200-381 GAS & ELECTRIC (100.00) ( 100.00) 600.00 700.00 ( 16.7) 101-45200-386 LIGHTING .00 .00 .00 .00 .0 101-45200-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 101-45200-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 .00 .00 .0 101-45200-404 REPAIRS/MAINT-BLDGS/GROUNDS 3,792.24 3,792.24 73,000.00 69,207.76 5.2 101-45200-405 TREE - REPAIRS/MAINT. 3,093.33 3,093.33 .00 ( 3,093.33) .0 101-45200-415 OTHER EQUIPMENT RENTALS 363.00 363.00 11,000.00 10,637.00 3.3 101-45200-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 101-45200-433 MEMBERSHIPS .00 .00 600.00 600.00 .0 101-45200-437 TRAINING & DEVELOPMENT 583.34 583.34 1,000.00 416.66 58.3 101-45200-439 MEETING EXPENSES .00 .00 .00 .00 .0 101-45200-441 LICENSES & TAXES .00 .00 .00 .00 .0 101-45200-488 PARK COMMISSION .00 .00 .00 .00 .0 101-45200-489 OTHER MISCELLANEOUS CHARGES .00 .00 600.00 600.00 .0 101-45200-490 CONTRIBUTIONS TO CIVIC ORG'S .00 .00 100.00 100.00 .0 TOTAL PARKS 50,592.35 50,592.35 343,050.00 292,457.65 14.8 TOTAL FUND EXPENDITURES 2,799,023.14 2,799,023.14 11,935,000.00 9,135,976.86 23.5 NET REVENUE OVER EXPENDITURES (2,799,023.14) ( 2,799,023.14) ( 11,935,000.00) ( 9,135,976.86) ( 23.5) FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 12:13PM PAGE:12 279 TAXES 601-31010 CURRENT AD VALOREM TAXES 601-31020 DELINQUENT AD VALOREM TAXES 601-31040 FISCAL DISPARITIES 601-31050 PERSONAL PROPERTY TAX 601-31900 PENALTIES AND INTEREST -TAXES TOTALTAXES SOURCE 33 601-33390 FEDERAL GRANT -OTHER 601-33439 PERA PENSION - OTHER REVENUE TOTAL SOURCE 33 CHARGES FOR SERVICES 601-34810 COOP AGREEMENT -PUBLIC WORKS TOTAL CHARGES FOR SERVICES ASSESSMENTS 601-36110 ASSESSMENTS COLLECTED -CURRENT 601-36120 ASSESSMENTS COLLECTED-DELINQ 601-36580 LEVY 14380-14737 NAV WTR 601-36590 LEVY 17482 MYRTLEWOOD W/S TOTAL ASSESSMENTS MISCELLANEOUS 601-37310 WATER SALES/SERVICE-NAVARRE 601-37320 WATER SALES/SERVICE-HWY 12 601-37330 WATER SALES/SERVICE-WAYZATA 601-37340 WATER SALES/SERVICE-LONG LAKE 601-37390 OTHER WATER RECEIPTS 601-37391 WATER CONNECTION FEE 601-37392 ANTENNA LEASE REVENUE 601-37699 UTILITY PENALTIES TOTAL MISCELLANEOUS CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 WATER OPERATING FUND PERIOD MARCH 31.2025 BUDGET UNEARNED PCNT .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .00 .00 .00 .0 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 141,523.11 141,523.11 854,000.00 712,476.89 16.6 82,343.47 82,343.47 642,000.00 559,656.53 12.8 22,104.56 22,104.56 196,000.00 173,895.44 11.3 4,020.47 4,020.47 .00 ( 4,020.47) .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 1,363.76 1,363.76 10,000.00 8,636.24 13.6 251,355.37 251,355.37 1,702,000.00 1,450,644.63 14.8 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:15PM PAGE:1 280 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 WATER OPERATING FUND PERIOD MARCH 31.2025 BUDGET UNEARNED PCNT 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 10,000.00 10,000.00 .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 2,804.92 2,804.92 10,000.00 7,195.08 28.1 601-39615 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 2,804.92 2,804.92 20,000.00 17,195.08 14.0 TOTAL FUND REVENUE 254,160.29 254,160.29 1,722,000.00 1,467,839.71 14.8 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:15PM PAGE:2 281 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 WATER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT WATER 601-49400-101 FULL-TIME EMPLOYEES REGULAR 55,122.60 55,122.60 257,150.00 202,027.40 21.4 601-49400-102 FULL-TIME EMPLOYEES OVERTIME 2,489.15 2,489.15 10,000.00 7,510.85 24.9 601-49400-103 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 4,313.95 4,313.95 20,050.00 15,736.05 21.5 601-49400-122 FICA 4,173.19 4,173.19 21,700.00 17,526.81 19.2 601-49400-129 PENSION EXPENSE .00 .00 .00 .00 .0 601-49400-135 CITY BENEFIT CONTRIBUTION 12,300.61 12,300.61 42,550.00 30,249.39 28.9 601-49400-143 OPEB EXPENSE .00 .00 .00 .00 .0 601-49400-151 WORKER'S COMP INSURANCE PREM 2,225.00 2,225.00 8,900.00 6,675.00 25.0 601-49400-201 OFFICE SUPPLIES 27.39 27.39 1,000.00 972.61 2.7 601-49400-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0 601-49400-212 MOTOR FUELS & LUBRICANTS 511.85 511.85 5,000.00 4,488.15 10.2 601-49400-216 CHEMICALS AND CHEM PRODUCTS 12,679.67 12,679.67 55,000.00 42,320.33 23.1 601-49400-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 1,000.00 1,000.00 .0 601-49400-222 VEHICLE EQUIPMENT & PARTS 359.52 359.52 .00 ( 359.52) .0 601-49400-223 BLDG/GROUNDS MAINT. SUPPLIES 20.57 20.57 700.00 679.43 2.9 601-49400-226 CLOTHING & PERSONAL EQUIPMENT 458.36 458.36 2,500.00 2,041.64 18.3 601-49400-227 UTILITY SYSTEM MAINT. SUPPLIES 2,109.71 2,109.71 40,000.00 37,890.29 5.3 601-49400-240 SMALL TOOLS AND MINOR EQUIP 1,271.50 1,271.50 1,500.00 228.50 84.8 601-49400-301 AUDITING AND ACCT'G SERVICES .00 .00 6,750.00 6,750.00 .0 601-49400-304 ENGINEERING -CONSULTING .00 .00 5,000.00 5,000.00 .0 601-49400-305 GIS/MAPPING 1,181.00 1,181.00 15,000.00 13,819.00 7.9 601-49400-307 LEGAL -CONSULTING .00 .00 .00 .00 .0 601-49400-312 BANK FEES 616.13 616.13 6,000.00 5,383.87 10.3 601-49400-313 IT SERVICES 6,875.00 6,875.00 27,500.00 20,625.00 25.0 601-49400-314 FLEET SERVICES 16,000.00 16,000.00 64,000.00 48,000.00 25.0 601-49400-319 PROFESSIONAL SERVICES 5,615.09 5,615.09 250.00 ( 5,365.09) 2246.0 601-49400-321 TELEPHONE 1,279.88 1,279.88 5,000.00 3,720.12 25.6 601-49400-322 POSTAGE 1,017.50 1,017.50 6,000.00 4,982.50 17.0 601-49400-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 601-49400-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 601-49400-352 PRINTING & PUBLISHING .00 .00 1,000.00 1,000.00 .0 601-49400-361 GENERAL LIABILITY INS 1,575.00 1,575.00 6,300.00 4,725.00 25.0 601-49400-362 UMBRELLA LIABILITY INS 262.50 262.50 1,050.00 787.50 25.0 601-49400-366 PROPERTY INSURANCE 1,837.50 1,837.50 7,350.00 5,512.50 25.0 601-49400-367 EQUIPMENT FLOATERS INS 837.50 837.50 3,350.00 2,512.50 25.0 601-49400-368 AUTOMOTIVE INSURANCE 1,100.00 1,100.00 4,400.00 3,300.00 25.0 601-49400-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 601-49400-381 GAS & ELECTRIC 2,491.73 2,491.73 110,000.00 107,508.27 2.3 601-49400-382 CITY UTILITIES 517.62 517.62 2,000.00 1,482.38 25.9 601-49400-387 INTERGOVERNMENTAL SERVICES 8,018.18 8,018.18 57,000.00 48,981.82 14.1 601-49400-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 601-49400-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 601-49400-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 4,000.00 4,000.00 .0 601-49400-404 REPAIRS/MAINT-BLDGS/GROUNDS 14.99 14.99 2,500.00 2,485.01 .6 601-49400-405 REPAIRS/MAINT-WATERMAINS/PLANT 50,055.29 50,055.29 100,000.00 49,944.71 50.1 601-49400-409 DEPRECIATION&AMORTIZATION 48,750.00 48,750.00 195,000.00 146,250.00 25.0 601-49400-414 EDP/COMMUNICATIONS EQUIP RENT .00 .00 .00 .00 .0 601-49400-415 OTHER EQUIPMENT RENTALS .00 .00 .00 .00 .0 601-49400-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 601-49400-433 MEMBERSHIPS 602.00 602.00 2,500.00 1,898.00 24.1 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:15PM PAGE: 3 282 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 WATER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT 601-49400-437 TRAINING & DEVELOPMENT 1,159.62 1,159.62 5,200.00 4,040.38 22.3 601-49400-438 ADMINISTRATIVE CHARGE 38,425.00 38,425.00 153,700.00 115,275.00 25.0 601-49400-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 601-49400-441 LICENSES & TAXES .00 .00 .00 .00 .0 601-49400-488 FINES & PENALTIES .00 .00 .00 .00 .0 601-49400-489 OTHER MISCELLANEOUS CHARGES 126.00 126.00 5,000.00 4,874.00 2.5 601-49400-611 BOND INTEREST .00 .00 12,700.00 12,700.00 .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 33,750.00 33,750.00 137,000.00 103,250.00 24.6 TOTAL WATER 320,170.60 320,170.60 1,428,600.00 1,108,429.40 22.4 TOTAL FUND EXPENDITURES NET REVENUE OVER EXPENDITURES 320,170.60 320,170.60 1,428,600.00 1,108,429.40 22.4 (66,010.31) ( 66,010.31) 293,400.00 359,410.31 ( 22.5) FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:15PM PAGE:4 283 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 SEWER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT 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 .00 .00 .00 .00 .0 TOTAL TAXES .00 .00 .00 .00 .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 .00 .00 .00 .00 .0 TOTAL OTHER GOVERNMENTS .00 .00 .00 .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 575,464.49 575,464.49 2,356,000.00 1,780,535.51 24.4 602-37630 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 4,950.00 4,950.00 15,000.00 10,050.00 33.0 602-37691 SEWER CONNECTION FEE .00 .00 10,000.00 10,000.00 .0 602-37699 UTILITY PENALTIES 1,796.49 1,796.49 4,000.00 2,203.51 44.9 TOTAL MISCELLANEOUS 582,210.98 582,210.98 2,385,000.00 1,802,789.02 24.4 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:15PM PAGE:5 284 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 SEWER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT OTHER SOURCES & TRANSFERS IN 602-39101 SALES OF GENERAL FIXED ASSETS 602-39102 COMPENSATION -LOSS FIXED ASSETS 602-39310 INTEREST ON INVESTMENTS 602-39320 I NTE REST-CONSTRUCTON 602-39340 INTEREST-W/S CONNECT FEES 602-39350 INTEREST -NOW ACCOUNT 602-39390 INTEREST -SPECIAL ASSESSMENTS 602-39610 MISCELLANEOUS REVENUE 602-39615 CONVENIENCE FEE 602-39640 CONTRIBUTED ASSETS 602-39680 SALE OF EQUIPMENT 602-39910 OPERATING TRANSFERS IN 602-39920 RESIDUAL EQUITY TRANSFERS IN TOTAL OTHER SOURCES & TRANSFERS IN TOTAL FUND REVENUE 00 .00 .00 .00 .0 00 .00 .00 .00 .0 00 .00 5,000.00 5,000.00 .0 00 .00 .00 .00 .0 00 .00 .00 .00 .0 00 .00 .00 .00 .0 00 .00 .00 .00 .0 00 .00 .00 .00 .0 00 .00 .00 .00 .0 00 .00 .00 .00 .0 00 .00 .00 .00 .0 00 .00 .00 .00 .0 00 .00 .00 .00 .0 00 582, 210.98 .00 5,000.00 5,000.00 .0 582,210.98 2,390,000.00 1,807,789.02 24.4 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:15PM PAGE:6 285 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 SEWER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT SEWER 602-49450-101 FULL-TIME EMPLOYEES REGULAR 55,122.53 55,122.53 240,400.00 185,277.47 22.9 602-49450-102 FULL-TIME EMPLOYEES OVERTIME 2,489.11 2,489.11 20,000.00 17,510.89 12.5 602-49450-103 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 4,313.75 4,313.75 19,550.00 15,236.25 22.1 602-49450-122 FICA 4,163.76 4,163.76 21,150.00 16,986.24 19.7 602-49450-129 PENSION EXPENSE .00 .00 .00 .00 .0 602-49450-135 CITY BENEFIT CONTRIBUTION 9,377.86 9,377.86 43,600.00 34,222.14 21.5 602-49450-143 OPEB EXPENSE .00 .00 .00 .00 .0 602-49450-151 WORKER'S COMP INSURANCE PREM 2,225.00 2,225.00 8,900.00 6,675.00 25.0 602-49450-201 OFFICE SUPPLIES .00 .00 2,000.00 2,000.00 .0 602-49450-212 MOTOR FUELS & LUBRICANTS 511.85 511.85 5,000.00 4,488.15 10.2 602-49450-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 1,000.00 1,000.00 .0 602-49450-222 VEHICLE EQUIPMENT & PARTS 59.46 59.46 1,000.00 940.54 6.0 602-49450-223 BLDG/GROUNDS MAINT. SUPPLIES .00 .00 500.00 500.00 .0 602-49450-226 CLOTHING & PERSONAL EQUIPMENT 1,920.51 1,920.51 2,000.00 79.49 96.0 602-49450-227 UTILITY SYSTEM MAINT. SUPPLIES 1,760.75 1,760.75 15,000.00 13,239.25 11.7 602-49450-240 SMALL TOOLS AND MINOR EQUIP 168.39 168.39 2,500.00 2,331.61 6.7 602-49450-301 AUDITING AND ACCT'G SERVICES .00 .00 8,500.00 8,500.00 .0 602-49450-304 ENGINEERING -CONSULTING .00 .00 2,500.00 2,500.00 .0 602-49450-305 GIS/MAPPING 1,451.00 1,451.00 15,000.00 13,549.00 9.7 602-49450-307 LEGAL -CONSULTING .00 .00 .00 .00 .0 602-49450-312 BANK FEES 616.11 616.11 8,000.00 7,383.89 7.7 602-49450-313 IT SERVICES 6,875.00 6,875.00 27,500.00 20,625.00 25.0 602-49450-314 FLEET SERVICES 15,875.00 15,875.00 63,500.00 47,625.00 25.0 602-49450-319 PROFESSIONAL SERVICES 5,842.08 5,842.08 .00 ( 5,842.08) .0 602-49450-321 TELEPHONE 574.09 574.09 4,000.00 3,425.91 14.4 602-49450-322 POSTAGE 982.79 982.79 5,500.00 4,517.21 17.9 602-49450-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 602-49450-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 602-49450-352 PRINTING & PUBLISHING .00 .00 200.00 200.00 .0 602-49450-361 GENERAL LIABILITY INS 2,875.00 2,875.00 11,500.00 8,625.00 25.0 602-49450-362 UMBRELLA LIABILITY INS .00 .00 .00 .00 .0 602-49450-366 PROPERTY INSURANCE 825.00 825.00 3,300.00 2,475.00 25.0 602-49450-367 EQUIPMENT FLOATERS INS 87.50 87.50 350.00 262.50 25.0 602-49450-368 AUTOMOTIVE INSURANCE 300.00 300.00 1,200.00 900.00 25.0 602-49450-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 602-49450-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0 602-49450-381 GAS & ELECTRIC (1,275.73) ( 1,275.73) 35,000.00 36,275.73 ( 3.6) 602-49450-382 CITY UTILITIES 192.14 192.14 .00 ( 192.14) .0 602-49450-383 MCES-SEWER 244,412.98 244,412.98 727,000.00 482,587.02 33.6 602-49450-387 INTERGOVERNMENTAL SERVICES 14,772.76 14,772.76 118,500.00 103,727.24 12.5 602-49450-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 602-49450-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 602-49450-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 20,000.00 20,000.00 .0 602-49450-404 REPAIRS/MAINT-BLDGS/GROUNDS .00 .00 .00 .00 .0 602-49450-406 REPAIRS/MAINT-SWR LINES/LIFTS 23,441.61 23,441.61 125,000.00 101,558.39 18.8 602-49450-408 LOSS ON DISPOSAL OF ASSETS .00 .00 .00 .00 .0 602-49450-409 DEPRECIATION & AMORTIZATION 98,750.00 98,750.00 395,000.00 296,250.00 25.0 602-49450-414 EDP/COMMUNICATIONS EQUIP RENT .00 .00 .00 .00 .0 602-49450-415 OTHER EQUIPMENT RENTALS .00 .00 .00 .00 .0 602-49450-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:15PM PAGE: 7 286 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 SEWER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT 602-49450-433 MEMBERSHIPS 308.50 308.50 250.00 ( 58.50) 123.4 602-49450-437 TRAINING & DEVELOPMENT 615.00 615.00 5,250.00 4,635.00 11.7 602-49450-438 ADMINISTRATIVE CHARGE 38,425.00 38,425.00 153,700.00 115,275.00 25.0 602-49450-439 MEETING EXPENSES 10.00 10.00 .00 ( 10.00) .0 602-49450-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 602-49450-441 LICENSES & TAXES .00 .00 50.00 50.00 .0 602-49450-443 REPAIRS/MAINT-I&I REDUCTION .00 .00 75,000.00 75,000.00 .0 602-49450-489 OTHER MISCELLANEOUS CHARGES .00 .00 5,000.00 5,000.00 .0 602-49450-613 OTHER INTEREST EXPENSE .00 .00 .00 .00 .0 602-49450-720 OPERATING TRANSFERS 38,750.00 38,750.00 155,000.00 116,250.00 25.0 TOTAL SEWER 576,818.80 576,818.80 2,364,400.00 1,787,581.20 24.4 TOTAL FUND EXPENDITURES NET REVENUE OVER EXPENDITURES 576,818.80 576,818.80 2,364,400.00 1,787,581.20 24.4 5,392.18 5,392.18 25,600.00 20,207.82 21.1 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:15PM PAGE:8 287 603-33439 PERA PENSION - OTHER REVENUE 603-33610 COUNTY GRANT -RECYCLING TOTAL SOURCE 33 SOURCE 34 603-34820 RECYCLING PROGRAM FEES TOTAL SOURCE 34 603-37699 UTILITY PENALTIES TOTAL SOURCE 37 SOURCE 39 603-39310 INTEREST ON INVESTMENTS 603-39610 MISCELLANEOUS REVENUE 603-39640 REFUNDS & REIMBURSEMENTS TOTAL SOURCE 39 TOTAL FUND REVENUE CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 CONTRACTED RECYCLING FUND PERIOD YTD BUDGET UNEXPENDED PCNT 00 .00 .00 .00 .0 00 .00 8,000.00 8,000.00 .0 00 .00 8,000.00 8,000.00 .0 67,321.32 67,321.32 281,000.00 213,678.68 24.0 67,321.32 67,321.32 281,000.00 213,678.68 24.0 189.32 189.32 500.00 310.68 37.9 189.32 189.32 500.00 310.68 37.9 .00 .00 1,000.00 1,000.00 .0 .00 .00 5,000.00 5,000.00 .0 454.55 454.55 .00 ( 454.55) .0 454.55 454.55 6,000.00 5,545.45 7.6 67,965.19 67,965.19 295,500.00 227,534.81 23.0 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:15PM PAGE:9 288 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 CONTRACTED RECYCLING FUND PERIOD YTD BUDGET UNEXPENDED PCNT 603-49500-101 FULL-TIME EMPLOYEES REGULAR 3,512.72 3,512.72 10,700.00 7,187.28 32.8 603-49500-102 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 262.07 262.07 1,100.00 837.93 23.8 603-49500-122 FICA 269.53 269.53 1,100.00 830.47 24.5 603-49500-129 PENSION EXPENSE .00 .00 .00 .00 .0 603-49500-135 CITY BENEFIT CONTRIBUTION 760.41 760.41 3,100.00 2,339.59 24.5 603-49500-143 OPEB EXPENSE .00 .00 .00 .00 .0 603-49500-151 WORKER'S COMP INSURANCE PREM 25.00 25.00 100.00 75.00 25.0 603-49500-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 .00 .00 .0 603-49500-301 AUDITING AND ACCT'G SERVICES .00 .00 .00 .00 .0 603-49500-307 LEGAL -CONSULTING .00 .00 .00 .00 .0 603-49500-312 BANK FEES .00 .00 .00 .00 .0 603-49500-313 IT SERVICES 1,500.00 1,500.00 6,000.00 4,500.00 25.0 603-49500-316 CONTRACT RECYCLING PICKUP 60,808.00 60,808.00 230,000.00 169,192.00 26.4 603-49500-319 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 448.40 448.40 .00 ( 448.40) .0 603-49500-361 GENERAL LIABILITY INS 300.00 300.00 1,200.00 900.00 25.0 603-49500-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 603-49500-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 603-49500-438 ADMINISTRATIVE CHARGE 675.00 675.00 2,700.00 2,025.00 25.0 603-49500-442 SPRING,FALL,X-MAS CLEANUP 985.45 985.45 15,000.00 14,014.55 6.6 603-49500-444 ORGANICS RECYCLING 361.12 361.12 1,000.00 638.88 36.1 603-49500-489 OTHER MISCELLANEOUS CHARGES .00 .00 200.00 200.00 .0 TOTAL RECYCLING 69,907.70 69,907.70 275,600.00 205,692.30 25.4 TOTAL FUND EXPENDITURES 69,907.70 69,907.70 275,600.00 205,692.30 25.4 NET REVENUE OVER EXPENDITURES (1,942.51) ( 1,942.51) 19,900.00 21,842.51 ( 9.8) FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:15PM PAGE:10 289 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GOLF COURSE PERIOD YTD BUDGET UNEXPENDED PCNT 613-33439 PERA PENSION -OTHER REVENUE .00 .00 .00 .00 .0 TOTAL SOURCE 33 .00 .00 .00 .00 .0 MISCELLANEOUS 613-37910 GREEN FEES 5,827.53 5,827.53 285,000.00 279,172.47 2.0 613-37920 RENTAL -GOLF CARTS & CLUB .00 .00 117,500.00 117,500.00 .0 613-37930 BEER SALES .00 .00 25,000.00 25,000.00 .0 613-37935 POP SALES .00 .00 .00 .00 .0 613-37940 CONCESSIONS -TAXABLE .00 .00 15,000.00 15,000.00 .0 613-37950 CONCESSIONS -NONTAXABLE .00 .00 .00 .00 .0 613-37960 GOLF BALL SALES 21.71 21.71 5,000.00 4,978.29 .4 613-37970 PRO SHOP -TAXABLE .00 .00 1,500.00 1,500.00 .0 613-37980 PRO SHOP -NONTAXABLE 122.00 122.00 3,500.00 3,378.00 3.5 613-37985 GOLF COURSE PRINTS .00 .00 .00 .00 .0 613-37990 OTHER GOLF COURSE RECEIPTS .00 .00 .00 .00 .0 613-37995 CREDIT CARD DISCOUNT .00 .00 .00 .00 .0 613-37999 CASH OVER/SHORT .00 .00 .00 .00 .0 TOTAL MISCELLANEOUS 5,971.24 5,971.24 452,500.00 446,528.76 1.3 OTHER SOURCES & TRANSFERS IN 613-39101 SALES OF GENERAL FIXED ASSETS .00 .00 .00 .00 .0 613-39102 COMPENSATION -LOSS FIXED ASSETS .00 .00 .00 .00 .0 613-39310 INTEREST ON INVESTMENTS .00 .00 150.00 150.00 .0 613-39610 MISCELLANEOUS REVENUE .00 .00 .00 .00 .0 613-39630 CONTRIBUTIONS & DONATIONS .00 .00 .00 .00 .0 613-39640 CONTRIBUTED ASSETS .00 .00 .00 .00 .0 613-39680 SALE OF EQUIPMENT .00 .00 .00 .00 .0 613-39920 RESIDUAL EQUITY TRANSFERS IN .00 .00 .00 .00 .0 TOTAL OTHER SOURCES & TRANSFERS IN .00 .00 150.00 150.00 .0 TOTAL FUND REVENUE 5,971.24 5,971.24 452,650.00 446,678.76 1.3 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:16PM PAGE:11 290 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GOLF COURSE PERIOD YTD BUDGET UNEXPENDED PCNT GOLF COURSE 613-49830-090 PURCHASES FOR RESALE .00 .00 .00 .00 .0 613-49830-091 BEER FOR RESALE .00 .00 10,000.00 10,000.00 .0 613-49830-092 SOFT DRINKS FOR RESALE .00 .00 4,000.00 4,000.00 .0 613-49830-093 CONCESSIONS FOR RESALE-TXBL .00 .00 4,000.00 4,000.00 .0 613-49830-094 CONCESSIONS FOR RESALE-NONTAX .00 .00 2,000.00 2,000.00 .0 613-49830-095 PRO SHOP ITEMS FOR RESALE 300.00 300.00 8,000.00 7,700.00 3.8 613-49830-099 OTHER FOR RESALE .00 .00 .00 .00 .0 613-49830-101 FULL-TIME EMPLOYEES REGULAR 34,495.44 34,495.44 128,750.00 94,254.56 26.8 613-49830-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 613-49830-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 613-49830-104 TEMPORARY EMPLOYEES REGULAR .00 .00 50,000.00 50,000.00 .0 613-49830-121 PERA 2,580.72 2,580.72 9,700.00 7,119.28 26.6 613-49830-122 FICA 2,516.08 2,516.08 13,700.00 11,183.92 18.4 613-49830-129 PENSION EXPENSE .00 .00 .00 .00 .0 613-49830-135 CITY BENEFIT CONTRIBUTION 5,530.60 5,530.60 25,150.00 19,619.40 22.0 613-49830-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 613-49830-143 OPEB EXPENSE .00 .00 .00 .00 .0 613-49830-151 WORKER'S COMP INSURANCE PREM 1,087.50 1,087.50 4,350.00 3,262.50 25.0 613-49830-201 OFFICE SUPPLIES 121.35 121.35 .00 ( 121.35) .0 613-49830-212 MOTOR FUELS & LUBRICANTS 1,591.18 1,591.18 12,000.00 10,408.82 13.3 613-49830-216 CHEMICALS .00 .00 10,000.00 10,000.00 .0 613-49830-221 EQUIPMENT PARTS & ACCESSORIES 2,899.51 2,899.51 2,500.00 ( 399.51) 116.0 613-49830-223 BLDG/GROUNDS MAINT. SUPPLIES 1,234.60 1,234.60 8,000.00 6,765.40 15.4 613-49830-225 LANDSCAPE SUPPLIES .00 .00 1,000.00 1,000.00 .0 613-49830-226 CLOTHING & PERSONAL EQUIPMENT 217.86 217.86 1,200.00 982.14 18.2 613-49830-240 SMALL TOOLS AND MINOR EQUIP .00 .00 1,500.00 1,500.00 .0 613-49830-301 AUDITING AND ACCT'G SERVICES .00 .00 1,000.00 1,000.00 .0 613-49830-304 ENGINEERING -CONSULTING .00 .00 .00 .00 .0 613-49830-307 LEGAL -CONSULTING .00 .00 .00 .00 .0 613-49830-312 BANK FEES 201.00 201.00 15,000.00 14,799.00 1.3 613-49830-313 IT SERVICES 875.00 875.00 3,500.00 2,625.00 25.0 613-49830-314 FLEET SERVICES 4,750.00 4,750.00 19,000.00 14,250.00 25.0 613-49830-319 PROFESSIONAL SERVICES 55.00 55.00 .00 ( 55.00) .0 613-49830-321 TELEPHONE 820.28 820.28 5,000.00 4,179.72 16.4 613-49830-322 POSTAGE .00 .00 .00 .00 .0 613-49830-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 613-49830-340 GENERAL ADVERTISING 762.21 762.21 1,500.00 737.79 50.8 613-49830-352 PRINTING & PUBLISHING 95.00 95.00 1,500.00 1,405.00 6.3 613-49830-361 GENERAL LIABILITY INS 2,250.00 2,250.00 9,000.00 6,750.00 25.0 613-49830-362 UMBRELLA LIABILITY INS .00 .00 .00 .00 .0 613-49830-365 BOILER & MACHINERY INS 128.75 128.75 515.00 386.25 25.0 613-49830-366 PROPERTY INSURANCE 1,125.00 1,125.00 4,500.00 3,375.00 25.0 613-49830-367 EQUIPMENT FLOATERS INS 112.50 112.50 450.00 337.50 25.0 613-49830-368 AUTOMOTIVE INSURANCE 128.75 128.75 515.00 386.25 25.0 613-49830-369 DRAM SHOP INSURANCE 225.00 225.00 900.00 675.00 25.0 613-49830-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 613-49830-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0 613-49830-381 GAS & ELECTRIC 1,382.30 1,382.30 12,500.00 11,117.70 11.1 613-49830-382 CITY UTILITIES .00 .00 500.00 500.00 .0 613-49830-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 613-49830-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 613-49830-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 6,000.00 6,000.00 .0 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:16PM PAGE: 12 291 613-49830-404 REPAIRS/MAINT-BLDGS/GROUNDS 613-49830-409 DEPRECIATION & AMORTIZATION 613-49830-415 OTHER EQUIPMENT RENTALS 613-49830-433 MEMBERSHIPS 613-49830-437 TRAINING & DEVELOPMENT 613-49830-438 ADMINISTRATIVE CHARGE 613-49830-440 SPECIAL EQUIPMENT REPLACEMENT 613-49830-441 LICENSES & TAXES 613-49830-489 OTHER MISCELLANEOUS CHARGES 613-49830-580 OTHER EQUIPMENT 613-49830-720 OPERATING TRANSFERS 613-49830-730 CONTRIB TO GOVMNTL ACTIVITIES TOTAL GOLF COURSE DEPARTMENT900 613-49900-091 BEER FOR RESALE 613-49900-092 SOFT DRINKS FOR RESALE 613-49900-093 CONCESSIONS FOR RESALE-TXBL 613-49900-094 CONCESSIONS FOR RESALE-NONTAX 613-49900-095 PRO SHOP ITEMS FOR RESALE 613-49900-099 OTHER FOR RESALE TOTAL DEPARTMENT 900 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 GOLF COURSE PERIOD YTD 1,312.23 1,312.23 .00 .00 .00 .00 180.00 180.00 .00 .00 4,812.50 4,812.50 .00 .00 472.33 472.33 .00 .00 .00 .00 .00 .00 .00 .00 72,262.69 72,262.69 BUDGET UNEXPENDED PCNT 10,000.00 8,687.77 13.1 .00 .00 .0 25,500.00 25,500.00 .0 650.00 470.00 27.7 1,000.00 1,000.00 .0 19,250.00 14,437.50 25.0 .00 .00 .0 6,500.00 6,027.67 7.3 200.00 200.00 .0 .00 .00 .0 10,000.00 10, 000.00 .0 .00 .00 .0 450,330.00 378,067.31 16.1 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 TOTAL FUND EXPENDITURES 72,262.69 72,262.69 450,330.00 378,067.31 16.1 NET REVENUE OVER EXPENDITURES (66,291.45) ( 66,291.45) 2,320.00 68,611.45 (2857. FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:16PM PAGE:13 292 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 CABLE FRANCHISE PERIOD YTD BUDGET UNEXPENDED PCNT 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 .00 .00 73,000.00 73,000.00 .0 614-38055 PEG FEES .00 .00 .00 .00 .0 TOTAL SOURCE 38 .00 .00 73,000.00 73,000.00 .0 SOURCE 39 614-39310 INTEREST ON INVESTMENTS .00 .00 100.00 100.00 .0 TOTAL SOURCE 39 .00 .00 100.00 100.00 .0 TOTAL FUND REVENUE .00 .00 73,100.00 73,100.00 .0 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:16PM PAGE:14 293 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 CABLE FRANCHISE PERIOD YTD BUDGET UNEXPENDED PCNT 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 .00 .00 .00 .00 .0 614-49840-301 AUDITING AND ACCT'G SERVICES .00 .00 .00 .00 .0 614-49840-307 LEGAL -CONSULTING .00 .00 .00 .00 .0 614-49840-313 IT SERVICES 2,500.00 2,500.00 10,000.00 7,500.00 25.0 614-49840-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 614-49840-329 INTERNET/OTHER COMMUNICATIONS 1,907.72 1,907.72 40,000.00 38,092.28 4.8 614-49840-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 614-49840-409 DEPRECIATION & AMORTIZATION 4,875.00 4,875.00 19,500.00 14,625.00 25.0 614-49840-438 ADMINISTRATIVE CHARGE 675.00 675.00 2,700.00 2,025.00 25.0 TOTAL CABLE FRANCHISE 9,957.72 9,957.72 72,200.00 62,242.28 13.8 TOTAL FUND EXPENDITURES 9,957.72 9,957.72 72,200.00 62,242.28 13.8 NET REVENUE OVER EXPENDITURES (9,957.72) ( 9,957.72) 900.00 10,857.72 (1106. FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:16PM PAGE:15 294 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 STORM WATER UTILITY OP FUND PERIOD YTD BUDGET UNEXPENDED PCNT 651-33439 PERA PENSION - OTHER REVENUE 651-33490 STATE GRANT -OTHER 651-33800 OTHER GRANTS/AIDS TOTAL SOURCE 33 SOURCE 37 651-37699 UTILITY PENALTIES TOTAL SOURCE 37 MISCELLANEOUS 651-38110 STORM WATER SEVICE CHGS 651-38120 ST WTR/DRAINAGE TRUNK FEES TOTAL MISCELLANEOUS OTHER SOURCES & TRANSFERS IN 651-39310 INTEREST ON INVESTMENTS 651-39610 MISCELLANEOUS REVENUE 651-39640 REFUNDS & REIMBURSEMENTS 651-39680 SALE OF EQUIPMENT 651-39910 OPERATING TRANSFERS IN TOTAL OTHER SOURCES & TRANSFERS IN TOTAL FUND REVENUE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0 .00 .0 .00 .0 .00 .00 .00 .00 .0 523.99 523.99 .00 ( 523.99) .0 523.99 523.99 .00 ( 523.99) .0 190,786.88 190,786.88 780,000.00 589,213.12 24.5 16,150.00 16,150.00 5,000.00 ( 11,150.00) 323.0 206,936.88 206,936.88 785,000.00 578,063.12 26.4 00 .00 5,000.00 5,000.00 .0 00 .00 .00 .00 .0 00 .00 .00 .00 .0 00 .00 .00 .00 .0 00 .00 .00 .00 .0 .00 .00 5,000.00 5,000.00 .0 207,460.87 207,460.87 790,000.00 582,539.13 26.3 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:16PM PAGE:16 295 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 STORM WATER UTILITY OP FUND PERIOD YTD BUDGET UNEXPENDED PCNT STORM WATER 651-49910-101 FULL-TIME EMPLOYEES REGULAR 34,776.27 34,776.27 146,750.00 111,973.73 23.7 651-49910-102 FULL-TIME EMPLOYEES OVERTIME 1,539.53 1,539.53 .00 ( 1,539.53) .0 651-49910-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 16,000.00 16,000.00 .0 651-49910-121 PERA 2,720.93 2,720.93 11,050.00 8,329.07 24.6 651-49910-122 FICA 2,573.97 2,573.97 12,450.00 9,876.03 20.7 651-49910-129 PENSION EXPENSE .00 .00 .00 .00 .0 651-49910-135 CITY BENEFIT CONTRIBUTION 6,077.62 6,077.62 28,350.00 22,272.38 21.4 651-49910-143 OPEB EXPENSE .00 .00 .00 .00 .0 651-49910-151 WORKER'S COMP INSURANCE PREM 1,525.00 1,525.00 6,100.00 4,575.00 25.0 651-49910-201 OFFICE SUPPLIES .00 .00 1,000.00 1,000.00 .0 651-49910-212 MOTOR FUELS & LUBRICANTS 511.85 511.85 1,000.00 488.15 51.2 651-49910-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 2,500.00 2,500.00 .0 651-49910-222 VEHICLE EQUIPMENT & PARTS 129.33 129.33 .00 ( 129.33) .0 651-49910-223 BLDG/GROUNDS MAINT. SUPPLIES .00 .00 .00 .00 .0 651-49910-226 CLOTHING & PERSONAL EQUIPMENT 446.06 446.06 2,500.00 2,053.94 17.8 651-49910-227 UTILITY SYSTEM MAINT. SUPPLIES .00 .00 6,000.00 6,000.00 .0 651-49910-240 SMALL TOOLS AND MINOR EQUIP .00 .00 1,000.00 1,000.00 .0 651-49910-301 AUDITING AND ACCT'G SERVICES .00 .00 4,500.00 4,500.00 .0 651-49910-304 ENGINEERING -CONSULTING .00 .00 9,000.00 9,000.00 .0 651-49910-305 GIS/MAPPING 933.50 933.50 10,000.00 9,066.50 9.3 651-49910-307 LEGAL -CONSULTING .00 .00 .00 .00 .0 651-49910-312 BANK FEES 616.11 616.11 .00 ( 616.11) .0 651-49910-313 IT SERVICES 1,750.00 1,750.00 7,000.00 5,250.00 25.0 651-49910-314 FLEET SERVICES 5,750.00 5,750.00 23,000.00 17,250.00 25.0 651-49910-319 PROFESSIONAL SERVICES 3,900.00 3,900.00 .00 ( 3,900.00) .0 651-49910-321 TELEPHONE .00 .00 .00 .00 .0 651-49910-322 POSTAGE 982.79 982.79 5,000.00 4,017.21 19.7 651-49910-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 651-49910-352 PRINTING & PUBLISHING .00 .00 .00 .00 .0 651-49910-361 GENERAL LIABILITY INS 1,250.00 1,250.00 5,000.00 3,750.00 25.0 651-49910-362 UMBRELLA LIABILITY INS 125.00 125.00 500.00 375.00 25.0 651-49910-366 PROPERTY INSURANCE .00 .00 .00 .00 .0 651-49910-367 EQUIPMENT FLOATERS INS 100.00 100.00 400.00 300.00 25.0 651-49910-368 AUTOMOTIVE INSURANCE 37.50 37.50 150.00 112.50 25.0 651-49910-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 651-49910-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0 651-49910-382 CITY UTILITIES 192.14 192.14 .00 ( 192.14) .0 651-49910-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 651-49910-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 651-49910-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 .00 .00 .0 651-49910-404 REPAIRS/MAINT-BLDGS/GROUNDS .00 .00 .00 .00 .0 651-49910-406 REPAIRS/MAINT-STORM LINES/CB .00 .00 10,000.00 10,000.00 .0 651-49910-409 DEPRECIATION & AMORTIZATION 17,500.00 17,500.00 70,000.00 52,500.00 25.0 651-49910-414 EDP/COMMUNICATIONS EQUIP RENT .00 .00 .00 .00 .0 651-49910-415 OTHER EQUIPMENT RENTALS .00 .00 2,000.00 2,000.00 .0 651-49910-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 651-49910-433 MEMBERSHIPS 10,200.25 10,200.25 55,000.00 44,799.75 18.6 651-49910-437 TRAINING & DEVELOPMENT 165.00 165.00 750.00 585.00 22.0 651-49910-438 ADMINISTRATIVE CHARGE 14,425.00 14,425.00 57,700.00 43,275.00 25.0 651-49910-489 OTHER MISCELLANEOUS CHARGES .00 .00 1,000.00 1,000.00 .0 651-49910-510 LAND .00 .00 .00 .00 .0 651-49910-513 EASEMENTS & RIGHTS OF WAY .00 .00 .00 .00 .0 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:16PM PAGE: 17 296 651-49910-592 STORM SEWER UTILITY CONST 651-49910-720 OPERATING TRANSFERS TOTAL STORM WATER TOTAL FUND EXPENDITURES NET REVENUE OVER EXPENDITURES CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 STORM WATER UTILITY OP FUND PERIOD YTD .00 .00 46,500.00 46,500.00 154, 727.85 154, 727.85 154, 727.85 154, 727.85 BUDGET UNEXPENDED PCNT .00 .00 .0 186,000.00 139,500.00 25.0 681,700.00 526,972.15 22.7 681,700.00 526,972.15 22.7 52,733.02 52,733.02 108,300.00 55,566.98 48.7 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 02:16PM PAGE:18 297 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 FLEET MANAGEMENT FUND PERIOD MARCH 31.2025 BUDGET UNEARNED PCNT SOURCE 34 701-34815 INTERDEPARTMENTAL SERVICES 1,078.61 1,078.61 6,000.00 4,921.39 18.0 701-34816 COOP AGREEMENT - FLEET 7,612.79 7,612.79 .00 ( 7,612.79) .0 TOTAL SOURCE 34 8,691.40 8,691.40 6,000.00 ( 2,691.40) 144.9 SOURCE 39 701-39310 INTEREST ON INVESTMENTS .00 .00 200.00 200.00 .0 701-39610 MISCELLANEOUS REVENUE 101,625.00 101,625.00 406,500.00 304,875.00 25.0 701-39640 REFUNDS & REIMBURSEMENTS .00 .00 .00 .00 .0 701-39910 OPERATING TRANSFERS IN 13,112.50 13,112.50 .00 ( 13,112.50) .0 TOTAL SOURCE 39 114,737.50 114,737.50 406,700.00 291,962.50 28.2 TOTAL FUND REVENUE 123,428.90 123,428.90 412,700.00 289,271.10 29.9 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 11:59PM PAGE:1 298 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 FLEET MANAGEMENT FUND PERIOD YTD BUDGET UNEXPENDED PCNT 701-49800-101 FULL-TIME EMPLOYEES REGULAR 40,871.68 40,871.68 180,900.00 140,028.32 22.6 701-49800-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 1,000.00 1,000.00 .0 701-49800-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 701-49800-121 PERA 3,065.38 3,065.38 13,650.00 10,684.62 22.5 701-49800-122 FICA 2,873.89 2,873.89 13,950.00 11,076.11 20.6 701-49800-135 CITY BENEFIT CONTRIBUTION 3,847.62 3,847.62 33,650.00 29,802.38 11.4 701-49800-151 WORKER'S COMP INSURANCE PREM 2,275.00 2,275.00 9,100.00 6,825.00 25.0 701-49800-212 MOTOR FUELS 8,757.85 8,757.85 7,500.00 ( 1,257.85) 116.8 701-49800-213 LUBRICANTS 7,565.97 7,565.97 10,000.00 2,434.03 75.7 701-49800-215 SHOP SUPPLIES 6,055.35 6,055.35 15,000.00 8,944.65 40.4 701-49800-221 EQUIPMENT PARTS & ACCESSORIES 12,763.48 12,763.48 50,000.00 37,236.52 25.5 701-49800-222 VEHICLE EQUIPMENT & PARTS 22,987.49 22,987.49 50,000.00 27,012.51 46.0 701-49800-226 CLOTHING & PERSONAL EQUIPMENT 504.02 504.02 1,500.00 995.98 33.6 701-49800-240 SMALL TOOLS AND MINOR EQUIP 14,166.01 14,166.01 23,000.00 8,833.99 61.6 701-49800-313 IT SERVICES 2,500.00 2,500.00 10,000.00 7,500.00 25.0 701-49800-319 PROFESSIONAL SERVICES 347.50 347.50 .00 ( 347.50) .0 701-49800-321 TELEPHONE 89.76 89.76 .00 ( 89.76) .0 701-49800-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 701-49800-402 REPAIRS/MAINT-AUTO EQUIP 927.00 927.00 20,000.00 19,073.00 4.6 701-49800-403 REPAIRS/MAINT-MISC. EQUIP 1,517.50 1,517.50 10,000.00 8,482.50 15.2 701-49800-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 701-49800-433 MEMBERSHIPS 258.50 258.50 .00 ( 258.50) .0 701-49800-437 TRAINING & DEVELOPMENT 575.00 575.00 1,200.00 625.00 47.9 701-49800-441 LICENSES & TAXES 128.75 128.75 200.00 71.25 64.4 701-49800-720 OPERATING TRANSFERS .00 .00 .00 .00 .0 TOTAL FLEET SERVICES 132,077.75 132,077.75 450,650.00 318,572.25 29.3 TOTAL FUND EXPENDITURES NET REVENUE OVER EXPENDITURES 132,077.75 132,077.75 450,650.00 318,572.25 29.3 (8,648.85) ( 8,648.85) ( 37,950.00) ( 29,301.15) ( 22.8) FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 11:59PM PAGE:2 299 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 INSURANCE FUND PERIOD YTD BUDGET UNEXPENDED PCNT MISCELLANEOUS 703-38410 INSURANCE CHARGES 129,920.00 129,920.00 519,600.00 389,680.00 25.0 TOTAL MISCELLANEOUS 129,920.00 129,920.00 519,600.00 389,680.00 25.0 OTHER SOURCES & TRANSFERS IN 703-39310 INTEREST ON INVESTMENTS .00 .00 2,000.00 2,000.00 .0 703-39610 MISCELLANEOUS REVENUE .00 .00 10,000.00 10,000.00 .0 703-39640 REFUNDS & REIMBURSEMENTS 19,587.35 19,587.35 100.00 ( 19,487.35) 19587. 703-39910 OPERATING TRANSFERS IN .00 .00 .00 .00 .0 TOTAL OTHER SOURCES & TRANSFERS IN 19,587.35 19,587.35 12,100.00 ( 7,487.35) 161.9 TOTAL FUND REVENUE 149,507.35 149,507.35 531,700.00 382,192.65 28.1 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 11:59PM PAGE:3 300 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 INSURANCE FUND PERIOD YTD BUDGET UNEXPENDED PCNT 703-49960-101 FULL-TIME EMPLOYEES REGULAR 3,293.98 3,293.98 13,700.00 10,406.02 24.0 703-49960-121 PERA 247.05 247.05 1,050.00 802.95 23.5 703-49960-122 FICA 246.35 246.35 1,050.00 803.65 23.5 703-49960-135 CITY BENEFIT CONTRIBUTION 64.54 64.54 2,100.00 2,035.46 3.1 703-49960-151 WORKER'S COMP INSURANCE PREM 85,030.00 85,030.00 235,000.00 149,970.00 36.2 703-49960-361 GENERAL LIABILITY INS 219,846.00 219,846.00 235,000.00 15,154.00 93.6 703-49960-362 UMBRELLA LIABILITY INS .00 .00 .00 .00 .0 703-49960-370 INSURANCE AGENT OF RECORD 8,000.00 8,000.00 8,000.00 .00 100.0 703-49960-378 OTHER INSURANCE RELATED EXP .00 .00 3,500.00 3,500.00 .0 703-49960-379 INSURANCE DEDUCTIBLES 21,375.10 21,375.10 50,000.00 28,624.90 42.8 703-49960-550 AUTOMOTIVE EQUIPMENT .00 .00 27,000.00 27,000.00 .0 703-49960-720 OPERATING TRANSFERS .00 .00 .00 .00 .0 TOTAL DEPARTMENT 960 338,103.02 338,103.02 576,400.00 238,296.98 58.7 TOTAL FUND EXPENDITURES NET REVENUE OVER EXPENDITURES 338,103.02 338,103.02 576,400.00 238,296.98 58.7 (188,595.67) ( 188,595.67) ( 44,700.00) 143,895.67 (421.9) FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 11:59PM PAGE:4 301 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 IT SERVICES PERIOD YTD BUDGET UNEXPENDED PCNT 710-39310 INTEREST ON INVESTMENTS .00 .00 100.00 100.00 .0 710-39610 MISCELLANEOUS REVENUE 130,337.50 130,337.50 513,850.00 383,512.50 25.4 710-39910 OPERATING TRANSFERS IN .00 .00 .00 .00 .0 TOTAL SOURCE 39 130,337.50 130,337.50 513,950.00 383,612.50 25.4 TOTAL FUND REVENUE 130,337.50 130,337.50 513,950.00 383,612.50 25.4 FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 11:59PM PAGE:5 302 710-49910-329 INTERNET/OTHER COMMUNICATIONS TOTAL DEPARTMENT 910 IT SERVICES 710-49970-101 FULL-TIME EMPLOYEES REGULAR 710-49970-102 FULL-TIME EMPLOYEES OVERTIME 710-49970-121 PERA 710-49970-122 FICA 710-49970-135 CITY BENEFIT CONTRIBUTION 710-49970-151 WORKER'S COMP INSURANCE PREM 710-49970-221 EQUIPMENT PARTS & ACCESSORIES 710-49970-311 DATA PROCESSING COMMUNICATION 710-49970-319 PROFESSIONAL SERVICES 710-49970-321 TELEPHONE 710-49970-329 INTERNET/OTHER COMMUNICATIONS 710-49970-331 TRAVEL EXPENSES 710-49970-401 REPAIRS/MAINT-OFFICE EQUIP 710-49970-413 OFFICE EQUIPMENT RENTAL 710-49970-416 SOFTWARE LICENSING 710-49970-437 TRAINING & DEVELOPMENT 710-49970-489 OTHER MISCELLANEOUS CHARGES 710-49970-575 IT HARDWARE & APPLICATIONS TOTAL IT SERVICES TOTAL FUND EXPENDITURES NET REVENUE OVER EXPENDITURES CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2025 IT SERVICES PERIOD YTD BUDGET UNEXPENDED PCNT .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 40,844.16 40,844.16 172,150.00 131,305.84 23.7 .00 .00 1,000.00 1,000.00 .0 3,063.31 3,063.31 13,000.00 9,936.69 23.6 3,147.17 3,147.17 13,250.00 10,102.83 23.8 9,205.00 9,205.00 31,600.00 22,395.00 29.1 175.00 175.00 700.00 525.00 25.0 2,933.47 2,933.47 30,000.00 27,066.53 9.8 19,370.64 19,370.64 45,000.00 25,629.36 43.1 1,128.00 1,128.00 .00 ( 1,128.00) .0 .00 .00 .00 .00 .0 3,368.48 3,368.48 15,000.00 11,631.52 22.5 .00 .00 1,000.00 1,000.00 .0 17,776.06 17,776.06 30,000.00 12,223.94 59.3 6,164.24 6,164.24 20,000.00 13,835.76 30.8 124,112.29 124,112.29 160,000.00 35,887.71 77.6 .00 .00 .00 .00 .0 .00 .00 .00 .00 .0 3,568.46 3,568.46 20,000.00 16,431.54 17.8 234,856.28 234,856.28 552,700.00 317,843.72 42.5 234,856.28 234,856.28 552,700.00 317,843.72 42.5 (104,518.78) ( 104,518.78) ( 38,750.00) 65,768.78 (269.7) FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/09/2025 11:59PM PAGE:6 303 City of Orono As of 3/31 /2025 Investments Investment Name Type Broker Federal Home Loan Bank GB RBC Generations Bank - Ark CD RBC Federal Home Loan Banks GB RBC Bankunited A Svgs Bk Miami CD RBC Medallion Bank, Utah CD RBC Federal Home Loan Banks GB RBC First Southwest Bank Alamosa Col CD RBC Valley National Bank - Passaic, NJ CD RBC FNB Oxford Bank - MS CD RBC Federal Home Loan Bank GB RBC Northwest Bank - Boise, ID CD RBC Bank West CD RBC Federal Home Loan Bank GB RBC Federal Home Loan Bank GB RBC Cash / Money Market MM RBC Federated Hermes Treasury OBL MM RBC Federal Home Loan Step Federal Home Laon Bank Step Federal Home Loan Bank Mulit step Federal Home Laon Bank Multi Step Capital One Bank USA - VA BMO Harris Bank NA Sallie Mae Bank - UT Manufacturers & Traders Bank Bank of America Morgan Stanley Bank - NA Optum Bank Texas Exchange Bank UBS Bank USA Salt Lake Cty Nicolet National Bank Synchrony Bank Merrick Bank JP Morgan Chase Bank NA Morgan Stanley Private Bank Money Market Western Alliance Sofi Bk NA UT US Comenity Bank DE GB GB GB GB CD CD CD CD CD CD CD CD CD CD CD CD CD CD MM CD CD CD Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo Wells Fargo UBS UBS UBS Purchase Date Maturity Date Rate Cost 4/21/2022 4/21/2025 2.63% $340,000.00 5/9/2022 5/9/2025 2.95% $249,000.00 1/14/2022 1/14/2026 1.50% $747,750.00 3/31/2021 3/31/2026 0.95% $245,000.00 9/29/2023 9/29/2026 5.10% $248,000.00 9/30/2021 9/30/2026 0.80% $500,000.00 3/10/2025 3/10/2027 4.20% $249,000.00 3/25/2024 3/25/2027 4.60% $244,000.00 2/15/2023 2/15/2028 4.75% $249,000.00 2/12/2025 2/12/2029 4.55% $302,208.82 3/28/2024 3/28/2029 4.65% $248,000.00 4/12/2024 4/12/2029 4.65% $248,000.00 9/24/2024 9/11/2029 4.00% $494,000.00 10/4/2024 10/2/2030 4.00% $594,000.00 $4, 327.59 $107, 003.45 $5,069,289.86 1/26/2021 1/27/2026 0.75% $500,000.00 3/2/2021 2/25/2026 0.60% $300,000.00 3/8/2021 3/16/2026 0.50% $500,000.00 10/12/2021 2/26/2026 1.00% $500,000.00 6/30/2022 7/7/2025 3.40% $245,000.00 3/23/2021 4/13/2026 1.00% $245,000.00 9/14/2021 9/22/2026 1.05% $245,000.00 1/23/2023 2/1/2027 4.00% $245,000.00 2/12/2025 2/12/2027 4.20% $245,000.00 3/15/2022 3/30/2027 2.25% $245,000.00 6/28/2024 7/12/2027 4.70% $240,000.00 10/23/2024 3/8/2028 4.00% $245,000.00 8/12/2024 8/14/2028 3.85% $245,000.00 10/23/2024 11/1/2028 3.80% $245,000.00 8/28/2024 9/6/2029 3.75% $240,000.00 10/23/2024 10/31/2029 3.80% $245,000.00 1 /31 /2025 1 /31 /2030 4.65% $245,000.00 4/2/2025 4/2/2030 4.10% $245,000.00 $33,881.30 $5,253,881.30 4/10/2024 4/9/2025 5.15% $237,000.00 9/12/2023 9/19/2025 5.25% $243,000.00 3/8/2022 3/18/2026 2.00% $200,000.00 304 Bank Hapoalim BM NY US CD UBS Customers Bank PA US CD UBS Fannie Mae GB UBS Fannie Mae GB UBS Fannie Mae GB UBS Fannie Mae GB UBS Freddie Mac GB UBS Freddie Mac GB UBS University of California GB UBS Virginia College GB UBS Cash MM UBS Money Market MM UBS Money Market Money Market City of Orono As of 3/31 /2025 Investments MM 4M Fund 2021A MM 4M Fund Total 3/27/2024 3/30/2026 4.80% $244,000.00 10/17/2023 4/27/2027 5.10% $243,000.00 8/8/2024 1/1/2028 3.26% $499,544.34 10/31 /2024 4/1 /2028 4.17% $297,796.88 11/5/2024 4/1/2028 4.17% $247,773.44 2/13/2025 10/1/2029 4.40% $495,468.75 3/13/2025 11/1/2029 4.60% $246,531.25 2/20/2025 1/1/2030 4.56% $250,000.00 3/23/2022 7/1/2025 3.09% $509,250.00 10/3/2017 2/1/2026 2.85% $334,686.00 $5,807.87 $34,679.43 $4, 088, 537.96 $0.00 $1, 340, 644.08 $1,340,644.08 $15,752,353.20 305 AGENDA ITEM Date: April 14, 2025 Title: Long Lake Fire Department Annual Report Presenter: Adam Edwards, City Administrator / Engineer Section: Public Safety Report Item: 15 Purpose: The purpose of this item if for the Long Lake Fire Chief to provide an update to the council on LLFD fire operations within Orono in 2024. 2. Background: A copy of the presentation is at Exhibit A. 3. Staff Recommendation: Presentation -No Action required COUNCIL ACTION REQUESTED Presentation- No action required Exhibits A. 2024 Annual Report 306 Serving the � Communities of r Long Lake, Medina, Minnetonka Beach � ► ► � and Orono With Pride and � ;%EPORT Professionalism since 1915 307 LEADERSHIP TEAM Chief 1 - Mike Heiland Assistant Chief - Cody Farley Battalion Chief - John Paszkiewicz Chief of Admin. - Ryan Gonsior Chief of Training - Scott Spinks Fire Captains - Ted Woychick & Ryan Hoster Fire Lieutenants - Jeff Krahl, Matt Smiley, and Ben Veach 38 Active Members • All members are Firefighter II, EMR or EMT, and Hazmat certified • 6 Probationary members • 10 Station 2 responders • 28 Station 1 responders 411�61 YEARS OF SERVICE LLFD Years of Service 2024 0 0-5 years 6-10 years 0 11-15 years • 16-20 years 21-30 years • over 30 years 310 2024 EMERGENCY CALL ACTNITY Call Type Long Lake Orono Medina Mtka. Beach Mutual Aid % TOTAL TOTAL 100 0 12 2 1 8 5% 23 200 1 0 0 0 0 0% 1 300 52 93 12 6 1 35% 164 400 8 49 1 7 0 14% 65 500 3 10 2 2 0 4% 17 600 6 68 7 16 13 24% 110 700 14 59 4 6 3 18% 86 TOTAL 18Rio 62% 6% 8% 5% 100% TOTAL 1 84 291 1 28 38 1 25 1 1 466 100-Fire: house, car, dumpster, grass... 200-Overpressure (pipeline, storage tank) 300-Medical assist / car accident 400 - Gas leak / CO / power line / electrical equipment 500-Assist PD / standby / assist public 600-Canceled / no issue found / smell of smoke 700-Fire alarm / CO alarm / alarm system issue a u 150 U. O m 100 D z �Lf 0 HISTORICAL CALL ACTIVITY 100 200 300 400 500 600 700 CALL TYPE ?020 _` 21 2022 2023 s202.4 100-Fire: house, car, dumpster, grass... 200-Overpressure (pipeline, storage tank) 300-Medical assist / car accident 400 - Gas leak / CO / power line / electrical equipment 500-Assist PD / standby / assist public 600-Canceled / no issue found / smell of smoke 700-Fire alarm / CO alarm / alarm system issue 312 4 -Auto-Aid delivered 2 -Auto-Aid received 11 - Mutual Aid delivered 8 - Mutual Aid received 313 2024 FIRST UNIT AVERAGE Call Area Long Lake Orono Medina 07:57 Mtka. Beach Overall ON -SCENE TIME Average Response Time 06:44 10:10 2024 RESPONDERS PER Day Time Night Time Combined INCIDENT Hours 6am-6pm 6 pm - 6 am 24 hours Average Responders 11.8 (31%) 13 (34%) 12.3 (32%) % of calls 60% 40% 100% 315 2024 TOTAL CALL PER MONTH 2024 Calls by Month 70 60 50 40 30 20 10 0 316 DUTY CREWS IFTS Duty Crew Shifts (2024) ■ Shifts Available ■ Shifts Filled 275 250 216 216 225 200 208 -201 -200 200 175 150 125 100 75 50 25 0 2" 6 2'1 6 lom �171■ A 4e Avg. fill rate for all shifts - 44 % 200 2" 6 Avg. fill rate for weekday shifts - 50.5 % tog 216 (2513) DUTY CREW IN-SERVICE & ON -SCENE TIMES Duty Crew In -Service to On -Scene Times In Service 0 On Scene Jan Feb Mar Apr May June July Aug Sept Oct Avg. in service time 2:24 Avg. on scene time *Wel Nov Dec I 1 I I I 0:00 3:00 6:00 9:00 12:00 Minutes Firefighter Tom Aldrich 0 35 years • Firefighter Paul Buellmer 0 20 years • Firefighter Erik Palmer 0 13 years • John Brown • Alex McCaherty • Mitch Neubauer • Aidan Gregg • Simone Warner • Niko Lopez • Lance Swearingen • Jesse Faue • 21 Years Of Service o Jeff Krahl o Ted Woychick • 15 Years Of Service o Ryan Gonsior o Ryan Kanive o Cody Farley • 10 Years Of Service o John Paszkiewicz o Matt Smiley o Zach Berbig 2025 SAVE THE DATES Pancake Breakfast :1 Fire Prevention Open House December 6 May 4th October 6 LLFD Auxiliary Toy Red Hot Run 5K and Food Drive December 323 Questions? 324 AGENDA ITEM Date: April 14, 2025 Title: Upcoming Work Session and Council Training Schedule Presenter: Adam Edwards, City Administrator / Engineer Section: City Administrator/Engineer Report Item: 16 1. Purpose: The purpose of the action item is to schedule future work session agendas and council training / orientations. 2. Background: a. Work Sessions. 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. Date Subject 13 Jan Council Code of Conduct 27 Jan Special Elections Council Goals 10 Feb Council Code of Conduct (Part 2) 24 Feb Interview Commissioner Applicants _ (Parks/Planning) 10 Mar Fire Service Coverage Discussion 14 Apr Joint Meeting With Parks Commission 28 Apr Street Maintenance 2026 Average Lakeshore set back (Part 6) 12 May Request for Proposal (RFP) process summary 27 May City Goals and Vision Discussion - Comp Plan look ahead _ 9 Jun Social Media Policy and Procedures 23 Jun Preliminary Budget Guidance 2026 DatelSubject 14 Jul 28 Jul General Fund Budget Update 11 Aug 25 Aug Enterprise Budget Update 8 Sep Preliminary Levy / Budget 22 Sep 13 Oct Draft Capital Improvement Plans 27 Oct Draft Capital Improvement Plans 10 Nov 24 Nov Fee Schedule Update 8 Dec None b. Council Trainings and Orientations. This is an opportunity for council members to propose and agree to additional trainings or orientations for council.. Staff will then prepare and execute the trainings. The table below lists upcoming proposed subjects and dates. Date and Time March 7, 8:30- 10:00 Subject Salt and Commodities Tours Location Wayzata and Medina Staff Lead DJ 325 April 4, 10:00- Orono's Conservation Design Code Council Chambers Laura 12:00 Orientation 3. Staff Recommendation: I recommend Council discuss and decide on any changes or additional training they would like. I recommend the next work session occur as scheduled. COUNCIL ACTION REQUESTED Move to approve the draft work session schedule. 326 AGENDA ITEM Date: April 14, 2025 Title: Design Update Public Works Commodities Yard (24-035) Presenter: Adam Edwards, City Administrator / Engineer Section: City Administrator/Engineer Report Item: 17 Purpose: The purpose of this action item is to update Council on the design work for the public works salt shed and commodities area project and gain consensus to move forward with the solicitation of bids. 2. Background: The salt shed and commodities storage area are a critical component to the city's public works operations. The purpose of the facility is to provide an environmentally sound storage facility for the bulk materials needed to support public infrastructure maintenance operations. In addition to Orono, the facility supports Spring Park, Minnetonka Beach, and the Orono Public School District. The commodities area was originally included in the design for the new public works facility, but was removed due to the dramatic increase in construction costs coming out of the pandemic at the time of the project bid. Sufficient funds to complete the project are now available in the facilities fund. The old site is not well suited for this purpose with its suboptimal shape, minimal storage capacity, proximity to wetlands and proximity to high density residential housing. Council previously approved the proposal from Bolton and Menk for civil engineering design work and Oertel Architects for architectural work, including design and associated structural engineering. At the design approval council requested staff to bring the plans to a council meeting for review and discussion prior to soliciting bids. Over the past couple months the design team has worked to develop design and cost estimate. The design layout is at Exhibit A. 3. Scope: The project scope consists of the construction of a salt shed and commodities bins at the new public works facility. 4. Cost: a. The opinion of probable cost for construction as designed is $947,000. Adding $80,000 of contingency brings the Estimate to $1,027,000. Work Estimated Cost Site Work $ 417,000 Salt Shelter $ 350,000 Storage Bins $ 180,000 Sub Total $ 947,000 Contingency $ 80,000 Construction Total $1,027,000 327 b. Overall Cost Estimate Summary is: Work Contractor Cost Status Construction TBD $ 1,027,000PendingBid Solicitation Civil Design Bolton and Menk NTE $ 32,100 Approved Architectural Design Oertel NTE $ 35,950 Approved Geotechnical Evaluation Braun Intertec $ 8,700 Complete Construction oversight and Testing TBD $40,000 Proposals to be provided at Award. TOTAL $1,143,750 5. Funding: The 2025 Capital improvement budgeted $1,300,000 for the project from the Facilities Fund. 6. Staff Recommendation: I recommend proceeding with this project. The next step in the process will be to complete the construction documents and get the project out for bid. The project will be brought back to council for a decision on awarding and proceeding with construction at the June 23 council meeting. Planning Timeline: Date Activity 15 May 25 CDs complete 02 Jun 25 (NLT) Out for Bid 13 Jun 25 (NLT) Bid Opening 23 Jun 25 Award (Council Meeting) 15 Jul 25 Construction Window Start 31 Oct 25 Substantially Complete COUNCIL ACTION REQUESTED Review and provide questions or comments. Exhibits A. Site Plan Civil B. Site Plan -Structures 328 NOTES CLIENT: • r1 � .l 151.00' Sim )1� • 0 a �O O 1. REFER TO SHEET CXXX, XXXXXXX, FOR GENERAL NOTES. 2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 3. TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. 4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 5. WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE. 6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE -SOD OR RE -SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. LEGEND E REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT CRACKSEAL / SEALCOAT PROPOSED RECLAIMED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED RECLAIMED HEAVY DUTY ASPHALT PAVEMENT PROPOSED STREET ASPHALT PAVEMENT PROPOSED CONCRETE / POROUS PAVERS PROPOSED GRAVEL SURFACE PROPOSED AGLIME PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING PROPOSED ATHLETIC ASPHALT PAVEMENT WITHOUT RESILIENT SURFACING PROPOSED SOFT PLAY AREA PROPOSED RETAINING WALL PROPOSED CHAIN LINK FENCING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED SURGE BASIN (SB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE TEL ARCHITECTS, LTD. 1795 Saint Clair Avenue St. Paul, Minnesota 55105 phone: (651) 696-5186 www.oertelarchitects.com CONSULTANT: BOLTON ® & MENK 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: Plymouth@bolton-menk.com www.bolton-menk.com NOTES: n W ��Z VJ I— V ) V ) V ry O 3: U_ z J m a m O J CO � c� w O � L0 � Z z Z O U O o _O Z 0 �N/ L.L a O U c� O I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE: DAVID A. REY 40180 XX/XX/2025 LICENSE # DATE SHEET NAME: SITE PLAN REVISIONS: No. I Date Description 137433 XX/XX/2025 PROJECT NUMBER DATE NDQ DAR DRAWN BY CHECKED BY SHEET NO: C2001 PLOTTEXX/XX/2025 PROJECT NAME: ORONO PUBLIC WORKS SALT SHED fA�h r ERTEL 0 M M 11 T-0" EXG CONC WALL 144'-0" PRECAST T-PANELS f o MATERIAL BIN SEE 1/A102 - SIM i o o@ OVERALL PLAN ©o = 0 1/16" = l'-0" ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com PROJECT NAME: ORONO SITE BUILDINGS 365 OLD CRYSTAL BAY RD N. ORONO,MN PROJECT NUMBER: 25-06 DATE OF ISSUE: 2/28/2025 DRAWN BY: DSG CHECKED BY: TRO REVISIONS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. SIGNATURE DATE LICENSE # SHEET NAME: SITE BUILDINGS OVERALL PLAN PRINTED: 3-25-2025 FILE NAME: A1_2506.dwg SHEET NO: Al 01 151'-0" M M �3 SIM A103 100'-01, 4 A004 0 ti 6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD - PAINT BITUMINOUS PAVING OVER CONCRETE SLAB INFILL - 3" MIN OF BITUMINOUS T-PANEL TOE T-PANEL TOE EXTENSION O N TRANSITION PANELS AT REAR SIDE WALLS. COPE FOOT OF SIDEWALL PANEL TO RUN OVER FOOT OF BACK WALL PANEL (TYP). MATERIAL BIN PLAN 1 /8" = 1'-0" TO T-PANEL 112'-0" PRECAST CONC. T-PANELS, SEALANT AT INT AND EXT JOINTS - TYP MATERIAL BIN SOUTH ELEVATION 1 /8" = 1'-0" GRADE OIL 110'-0" TO T-PANEL Ak 112'-0" RECAST CONC. PANELS, SEALANT AT T AND EXT JOINTS - TYP SIM GRAD 110'-0 MATERIAL BIN NORTH ELEVATION MATERIAL BIN WEST ELEVATION REINFORCED CONCRETE TOE EXTENSION AT INSIDE SIM FOOT OF BUNKER PANEL (REQ'D AT INSIDE 4 BUILDING SUPPORT FRAME PERIMETER OF PRECAST T-PANELS) - 3'-0" MIN. WIDTH A004 ON CONCRETE PIER o IF- z Lu o Lu Q ---- ----- �}----------------- --- -- - 4'-0" 5'-0" 5'-0" 4'-0" = 00 o ro Q Lu J U 0� p LLJ H z 10'-0" 64'-0" 23'-0" INTERIOR CLEAR 4'-0" 5'-0" 5'-0" 4'-0" ---------- - ----- <} ----- ----------- 13 0 = O Z W O W Q PRECAST REINFORCED CONCRETE GEOTEXTILE LINER J CONTAINMENT WALLS (T-PANEL BUNKER PANELS) ON COMPACTED GRANULAR BASE 4 1 A004 A004 SALT SHED PLAN 1 /8" = 1'-0" TO T-PANgk 112'-0 =CAST CONC. ANELS, SEALANT AT AND EXT JOINTS - TYP SIM ;RAD 110'-0 1 /8" = 1'-0" SEE CIVIL FOR PAD AND ASPHALT ELEVATIONS CL BUILDING MOUNTED LIGHTING ABOVE -- COVERED LOADING AREA BUILDING MOUNTED LIGHTING ABOVE Lflj \ �— GEOMEMBRANE LINER TO TRANSITION FROM LAST SUPPORT COLUMN TO INSIDE FACE OF BOLLARD- EACH SIDE PROVIDE (6) - 8" DIA. CONC. FILLED GALVANIZED STEEL BOLLARDS EQUALLY SPACED (3 EA. SIDE) FROM END OF BUNKER PANELS TO END OF CANOPY LIMITS - SEE DETAIL 5/A1 1 /8" = 1'-0" OERTEL ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com PROJECT NAME: ORONO SITE BUILDINGS 365 OLD CRYSTAL BAY RD N. ORONO,MN PROJECT NUMBER: 25-06 DATE OF ISSUE: 2/28/2025 DRAWN BY: DSG CHECKED BY: TRO REVISIONS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. SIGNATURE DATE LICENSE # SHEET NAME: SHEET NO: SITE BUILDINGS OPTION 2 Al 02 PRINTED: 3-25-2025 FILE NAME: A1_2506.dwg N M M CAST -IN -PLACE CONCRETE T^< M"TM"'C'^^' LENGTH, THICKNESS, REINFC DESIGN BY PRE, (3) 2" LIFTS OF HEAVY -DU MAY PH I 12'- 0" PRECAST CONCRETE BUNKER / T-PANEL (TYP) - PROVIDE PAINTED MAX FILL LINE ON PANELS. COORDINATE WITH 12" BELOW TOP OF PANEL 12" COMPACTEI CD ._rt `+'Y._— - - .•>= -t-r- `r Y -'�i *-•:-'-_i-ice•,- -! _In- -^_ _--='��-:r� =v,4.-i -�t.� =III= =III= =1 = =III= =III= =III= =III= =III= =III= II I I I I I II I I I I I II I I I I I II I I I I I II .. I I I .I I I I I I II I I I I I II I I I I I II I I I I I II I I I I I II I I I I I II I I I I I II I I I I I II I I I I I II I I I I I II I I I I I II I I I I I I II GEOTEXTILE LINER, 4" SAND BED ABOVE AND BELOW 0 N 3 A103 (3) 2" LIFTS OF HEAVY-DUTY ASPHALT 12" MIN THICKNESS CLASS 6 / CLASS 5 • — • — • — AGGEGRATE BASE LAYER UNDER BUNKER T-PANELS FFE = VARIES ° 4 GEOTEXTILE LINER, 4" SAND BED ABOVE AND BELOW COMPACTED BACKFILL A 4 p , a. a- 4 % , p O _ d, �d 4 4 _ p I-°: ° ' ° .1 6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD - PAINT 18" DIAMETER CONCRETE BASE T-PANEL TOE EXTENSION u_ ° ",.A n A, v d 4, 0 ]A > 4 .d VA A ` ' - AA-` ,dp 41 d- a = pQ 4. . 4 p SPLICE CONNECTORS CAST INTO T-PANEL TOE, FOR CONNECTION OF TOE EXTENSION REBAR TO T-PANEL. LOCATIONS, SIZING, SPACING, SIZE, AND DESIGN BY PRECAST SUPPLIER. TOE OF PRECAST T-PANEL 1 /8" =1' FABRIC COVERING TO TERMINATE AT BASE CONNECTOR ASSEMBLY WITHIN 18" ABOVE PIER. PROVIDE TENSIONED TERMINATION - GALVANIZED TUBE STEEL IN FABRIC SLEEVE SPANNING ACROSS FRAME SPACING TYPICAL AT BACK AND SIDE WALLS. FABRIC TO BE STRAIGHT AND LEVEL ALONG ENTIRE LENGTH, ALL SIDES 1-1/2" MIN NONSHRINK GROUT BELOW BASE PLATE SUPPORT PIER DETERMINED BY BUILDING STRUCTURE PROVIDER - SEE STRUCTURAL (2) 2x12 BETWEEN PIERS FOR GEOTEXTILE ATTACHMENT, (2) 5/8" DIA EXPANSION BOLT AT EACH PIER ASPHALT PERIMETER AROUND BUILDING - SEE PLAN T-PANEL AND SALT SHED FRAME CL OPENING 7 SEALANT m -1 -I -I I I -I d° 1 9 •. -4 d - - dG d d e ad ' AP d - - - CE 1 /8" = 1' PARAPET/WALL STRUCTURE - AS INDICATED IN WALL AND BUILDING SECTIONS SEAL ALL JOINTS BETWEEN APRONS AND ADJACENT PAVING AND STOOPS - TYP. o M CAST IN PLA( CONCRETE PIE FOUNDATION, T' ASPHALT AROUND BUILDING - SEE PLAN EXCAVATION SIZE TO BE CONFIRMED BY FOOTING INSTALLATION AND COORDINATED WITH OWNER. SALT BUILDING CONTRACTOR TO IMPORT MATERIAL AS NEEDED. PREFINISHED LOUVERED VENTS BY BUILDING MANUFACTURER - SIZE TO BE DETERMINED BY BLDG MANUFACTURER END FLAP AT FRONT AND REAR, SIM FABRIC END WALL ABOVE FOUNDATION WAL PREFINISHED LOUVERED VENTS BY BUILDING MANUFACTURER - SIZE TO BE DETERMINED BY BUILDING MANUFACTURER (2) LIGHTS HUNG FROM ROOF TRUSSES - SEE PLAN FOR LOCATIONS PRE-ENGINEERED TRUSSES. EXACT PROFILESHAPE AND MAYCHANGE BASED UPON MANUFACTURER EAST ELEVATION FABRIC COVER EXTENDS OVER TRUSSES AT END WALL FABRIC END WALL FABRIC END WALL WITH FRAMING TO BE DETERMINED BY BUILDING PROVIDER 1 /8" =1' — — — — — — — — — — — — — — — — — — — — — — — — — — — — RESTORATION OF LANDSCAPE AFTER CONSTRUCTION OF STRUCTURE PRE -CAST T'S BEYOND WEST ELEVATION CITE MA-= EADDI(' ('nl/MD OEM Of)E(' nA\/ OnA(,IAIl, n\/ RAAKII Ir A(,TI Inrn I V I /iL UCr I rl l/CIV I CR Vr rICR I V l/CIV I CR Vr rICR CAST IN PLACE CONCRETE PIER FOUNDATION, TYP 1 /8" =1' DF FABRIC SKIRTED JVN OVER WALL TOPS ;ONCRETE FILLED _EL PIPE BOLLARDS - 5/A103 I OERTEL ARCHITECTS 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com PROJECT NAME: ORONO SITE BUILDINGS 365 OLD CRYSTAL BAY RD N. ORONO,MN PROJECT NUMBER: 25-06 DATE OF ISSUE. 2/28/2025 DRAWN BY: DSG CHECKED BY: TRO REVISIONS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT IN THE STATE OF MINNESOTA. SIGNATURE DATE LICENSE # SHEET NAME: BUILDING ELEVATIONS AND DETAILS PRINTED: 3-25-2025 FILE NAME: A300_2506.dwg TYP BOLLARD 1 /8" =1' NORTH ELEVATION 1 /8" =1' SHEET NO: Al 03 AGENDA ITEM Date: April 14, 2025 Title: Annual Performance Review of the City Administrator Presenter: Adam Edwards, City Administrator / Engineer Section: Closed Session Item: 18 Purpose: The meeting will be closed as permitted by § 13D.05, Subd. 3(a), to evaluate the performance of the City Administrator. The purpose of this item is for the City Council to provide feedback on the City Administrator's performance over the preceding year. 2. Background: Per the City Personnel Policy all employees are to receive a performance review annually by their supervisor. As the City Administrator reports directly to the City Council, the Council should provide the review. 3. Process: a. The City Administrator will provide the Council with the employee input form and a draft annual evaluation form. b. The Council should review the submitted forms and be prepared to provide feedback on the following: 1. Performance in 2024, including consensus on the overall performance level, and 2. Expectations for 2025. c. For reference, the Administrator responsibilities are broken down into three main areas below, in addition to the City Engineer function: • Lead Staff. Provide leadership to, and manage the activities of, the city staff and consultants to ensure city functions are provided in an efficient and resident focused manner. Create and maintain a professional and positive work environment. • Support Council. Ensure the City Council is provided with the information and professional advise needed to make sound decisions. Ensure policies and directives of the council are carried out. Foster healthy working relationship between Council, staff and the community. • Coordinate with other agencies. Facilitate intergovernmental cooperation with neighboring communities and other government and non-profit partners, including shared services and other cooperative ventures. • City Engineer. Prepare, resource and manage programs and project to maintain and improve the City's infrastructure. Provide engineer advice to city departments. 4. Staff Recommendation: I recommend the Council provide the required annual review. COUNCIL ACTION REQUESTED Provide the annual review for the City Administrator's performance in 2024. 333 AGENDA ITEM Date: April 14, 2025 Title: Discuss Long Lake v. Orono litigations Presenter: Adam Edwards, City Administrator / Engineer Section: Closed Session Item: 19 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 the Long Lake v. Orono litigation. 2. Staff Recommendation: None COUNCIL ACTION REQUESTED None Exhibits A. Script - Adjourn to Closed Session 334 STEPS FOR MEETING CLOSURE Attorney -Client Privilege While in an Open Meeting: • "For this next agenda item, the City Council may close this meeting pursuant to Minn. Stat. § 13D.05, subd. 3(b) in order to confer with the City's legal counsel on matter." • "Balancing the purposes of the attorney -client privilege, including the need to confer with legal counsel on litigation strategy, against the purposes of the open meeting law demonstrates the need for absolute confidentiality." • "Is there a motion to close the meeting?" (wait for a motion and a second) • "A motion has been made and seconded to close the meeting." o "All in favor, say yes." (wait for response) o "All opposed, say no." (wait for response) • If passed: o "Motion passed. Now, I would like to ask all members of the public to kindly exit the meeting room. Only those individuals directly involved in the closed session, including [list categories of individuals who may remain, such as 'council members,' 'the city attorney,' 'relevant city staff,' or other specified individuals], will remain." Closed portion of the meeting: • "We are now in a closed meeting." • Discussion at closed meeting o Must only address the topic for which the meeting was closed o Must actually communicate with attorney at the meeting • After discussion: "Is there a motion to open the meeting?" (wait for a motion and second) • "A motion has been made and seconded to open the meeting." o "All in favor, say yes." (wait for response) o "All opposed, say no." (wait for response) After returning to the Open Meeting: • Once the meeting is open, again state for the record that "the council met in a closed meeting to discuss regarding matter." • State all persons that were present during the closed meeting. • Proceed to next agenda item if applicable, otherwise adjourn the Open Meeting by standard procedure. 230570v1 335 AGENDA ITEM Date: April 14, 2025 Title: Amend 2002 Agreement and Contract for Fire Protection Presenter: Adam Edwards, City Administrator / Engineer Section: New Business Item: 20 Purpose: Review the proposed Amendment to the 2002 Agreement and Contract for Fire Protection. 2. Background: The Orono Fire Negotiating Team, made up of Mayor Tunheim and Council Member Persian, has been meeting with its Long Lake counterpart to develop an amendment (See exhibit A) to the existing Fire Service Contract (see exhibit B), which was executed in 2002. The draft amendment is being presented to the City Councils of the three contract cities over the next week for review and consideration. 3. Staff Recommendation: Staff does overall support the Amendment as presented however does offer the following comments: Staff fully supports and recommends the amendment goals: • Orono desires to have the fire departments serving its community work together to provide responsive service to all residents, businesses and visitors to the community and further desires LLFD provide coverage to the areas removed via the 2024 Service Area Adjustment; and • The Cities of Orono and Long Lake have agreed to negotiate a new Joint Powers Agreement (JPA), fire district, or other partnership arrangement to provide fire service coverage upon the expiration of the current agreement that establishes a new fire department by consolidating the OFD and LLFD,- and • The Contracting Cities desire to facilitate the expedient development of a long-term partnership agreement to deliver fire services to the Contracting Cities. A summary of comments and concerns organized by the sections of the draft amendment follow: 1. Staff fully supports The Provision of Fire Service Coverage section. This section sees both departments responding to each others call areas. This section has the potential to improve emergency services for all residents of Orono as it removes current restriction of the duty crew to response to the entire city. There is some risk of introducing inefficiencies; however the risk can be reduced by close coordination between the two department's fire chiefs as they implement the changes to the dispatch system. 2. The Fire Service Operations section has the goal of the two departments training and operating together as well as removing restrictions to duty crews operating from the Navarre station, which will improve fire service for Orono residents. However, the staffing section in Exhibit C, OFD may employ full-time and part-time fire, fighters. places an unnecessary and dangerous restriction on Orono's ability to staff by not including Paid On Call Firefighters. Eliminating this key component of the OFD prior to the formation of the new department will place Orono residents at risk of decreased levels of fire service, lead to unnecessary expenditures and place the city at a disadvantage in future negotiations. Staff strongly recommends that all Orono Firefighters be retained until such time as an orderly merger to 336 the new department can be realized. Short of this, some of the risk can be mitigated by ensuring the personnel changes are not executed until the long term agreement has been approved by all parties. 3. Staff fully supports The Development of a Future Fire Services Agreement section. Staff does recommend swiftly entering into a formal agreement on the terms in Exhibit D. In staff s view this is the most important part of the draft amendment as it provides a path forward to improved fire service to Orono and our neighbors for the long term. 4. The Extension Right section is quite complex for a short term agreement. The ability for one city to unilaterally extend the existing contract increases risk to the City of Orono and our ability to provide responsive fire service to our residents particularly if paired with the force reductions envisioned in Section 1 of Exhibit C before the long-term agreement is executed. COUNCIL ACTION REQUESTED Move to approve or deny the draft First Amendment to Agreement and Contract for Fire Protection. Move to direct Staff to immediately prepare a draft Joint Power Agreement based on the term Sheet in exhibit D of the amendment. Exhibits A. First Amendment to Agreement and Contract for Fire Protection 14APR25 B. Agreement and Contract for Fire Protection 150CT02 337 FIRST AMENDMENT TO AGREEMENT AND CONTRACT FOR FIRE PROTECTION THIS FIRST AMENDMENT TO AGREEMENT AND CONTRACT FOR FIRE PROTECTION (this "First Amendment") is made and entered into this 14th day of April, 2025 by and between the City of Long Lake a municipal corporation of the County of Hennepin and State of Minnesota ("Long Lake"), the City of Orono, a municipal corporation of the County of Hennepin and State of Minnesota ("Orono'), and the City of Medina, a municipal corporation of the County of Hennepin and State of Minnesota ("Medina"), and modifies the terms of that certain Agreement and Contract for Fire Protection executed by the same parties and dated October 15, 2002. Long Lake, Orono, and Medina are sometimes collectively referred to herein as the "Contracting Cities" or each a "Contracting City." WHEREAS, the Contracting Cities have mutually entered into and remain bound by the terms of the Agreement and Contract for Fire Protection, and any subsequent addendums executed by the Contracting Cities and dated October 15, 2002 (the "Contract") which expire on December 31, 2025; and WHEREAS, the Contracting Cities have not entered into an agreement regarding fire services once the Contract expires on December 31, 2025; and WHEREAS, pursuant to the terms of the Contract, Orono provided notice of an adjustment to its service area dated June 15, 2023, which took effect on July 1, 2024 (the "2024 Service Area Adjustment"), and which removed CAD zones 75F200 and 75F210 from the areas served by the Long Lake Fire Department (the "LLFD") as delineated in the attached Exhibit A; and WHEREAS, Orono desires to have the fire departments serving its community work together to provide responsive service to all residents, businesses and visitors to the community and further desires LLFD provide coverage to the areas removed via the 2024 Service Area Adjustment; and WHEREAS,_The Cities of Orono and Long Lake have agreed to negotiate a new Joint Powers Agreement (JPA), fire district, or other partnership arrangement to provide fire service coverage upon the expiration of the current agreement that establishes a new fire department by consolidating the OFD and LLFD; and WHEREAS, the Contracting Cities desire to facilitate the expedient development of a long-term partnership agreement to deliver fire services to the Contracting Cities. NOW, THEREFORE, in consideration of the mutual covenants herein contained, the parties hereto agree to add terms to the Contract, as an addendum, as follows: 338 Provision of Fire Service Coverage By this First Amendment, Orono formally requests and the other Contracting Cities agree as follows: Orono will add LLFD to Hennepin County CAD Zones 65F200 and 65F210. These Hennepin County CAD Zones represent all areas removed from the LLFD service area via the 2024 Service Area Adjustment, specifically Hennepin County Dispatch CAD Zones 75F200 and 75F210, and as described and delineated in the attached Exhibit B, for all incident types, effective after the full execution of this First Amendment and upon subsequent written confirmation from Hennepin County Sheriff's Office Dispatch that the affected areas have been reprogramed. The Contracting Cities acknowledge that the 2025 LLFD operating budget was prepared without contemplation of the CAD Zones 65F200 and 65F210. Any increased operating expenses which result shall be paid for in accordance with the Cost Sharing Formula in Section 19 of the Contract. Contracting Cities will add OFD to Hennepin County Dispatch for all CAD Zones within the current LLFD service area for all incident types in accordance with Exhibit B. Orono agrees not to charge the partner Contract Cities for any of the expenses associated with OFD's response. 2. Fire Service Operations The Contact Cities agree to the goal of achieving `OFD/LLFD Joint Operations Procedures' as described in Exhibit C as a means of working together and transitioning to a consolidation of the two departments. Development of Future Fire Services Agreement The Contracting Cities agree to the terms set forth in the "Orono / Long Lake New Fire Service Contract Term Sheet", Exhibit D, and to immediately mutually commit to the development of a new, long-term Joint Powers Agreement (JPA), fire district, or other partnership arrangement to provide fire service coverage upon the expiration of the current agreement and that establishes a new fire department by consolidating the OFD and LLFD, and any other interested partners, as may be feasible. In order to appropriately budget fire service, the parties intend to execute a JPA by July 1" 2025. For the avoidance of doubt, until a JPA or fire district is executed the terms set forth in Exhibit D are nonbinding. The Contracting Cities have identified January 1, 2026 as the intended effective date of such agreement. 2 339 4. Extension Right To facilitate a fair and thorough negotiation and development process for a future fire services agreement, and to prepare for any potential delays in the intended process, the Contracting Cities agree that either Long Lake or Orono may, upon sixty days' written notice to the other Contracting Cities, elect to extend the termination date of the existing Contract to December 31, 2026. However, Long Lake or Orono may only exercise this extension option if the city has participated in good faith negotiation of terms for a future fire services JPA or fire district with all other willing Contracting Cities, through September 1, 2025. The Contract shall not be extended further without mutual agreement of the Contracting Cities except that it shall be automatically extended to the commencement date of a new fire services agreement in the event a fire service JPA or fire district agreement is reached between all the Contracting Cities and the effective date of such future agreement is after January 1 in the year the Contract is scheduled to expire. In the event the JPA or fire district is not fully executed by July 1, 2026, Orono is permitted to hire paid on -call firefighters, including Long Lake paid -on call firefighters. The Contracting Cities agree that the LLFD budget for any extension period shall not exceed the budget approved by the Contracting Cities in the calendar year immediately preceding the extension, adjusted on a pro rata basis. Orono hereby agrees that Orono shall not reduce the size of its service area covered by the LLFD fire prior to the termination of the Contract, as amended by this First Amendment, absent mutual agreement of the Contracting Cities. 5. All Other Terms Remain in Effect This First Amendment modifies the Contract exclusively as to the subject matter specifically addressed herein. All other terms of the Contract remain in full force and effect. In the event of any conflict between the Contract and this First Amendment, this First Amendment shall control. 6. Counterparts This First Amendment may be executed in any number of counterparts, each of which shall be deemed an original, but all of which when taken together shall constitute one and the same instrument. [Signature page to follow] 340 Approved by the Cities of Long Lake, Orono, and Medina on the date first written above. CITY OF LONG LAKE MAYOR CITY OF ORONO MAYOR CITY OF MEDINA MAYOR ATTEST CITY ADMINISTRATOR ATTEST CITY ADMINISTRATOR ATTEST CITY ADMINISTRATOR 341 Exhibit A CITY OF ORONO 2750 KELLEY PARKWAY, ORONO, MINNESOTA 55356 www.oronomn.gov 15 June 2023 Long Lake City Administrator Scott Weske City of Long Lake 450 Virginia Avenue PO Box 606 Long Lake, MN 55356 Medina City Administrator Scott Johnson 2052 County Road 24 Medina, MN 55340 RE: NOTICE OF ADJUSTMENT TO CITY FIRE SERVICE AREA PURSUANT TO AGREEMENT AND CONTRACT FOR FIRE PROTECTION Dear City Administrator Weske and City Administrator Johnson: The City of Orono services this Notice of Adiustment to alter the City Fire Service Area pursuant to the Agreement and Contract for Fire Protection dated October 15, 2002 [hereinafter: the Contract] section 21. For your convenience, a copy of the Contract is attached at Exhibit B. Section 21 of the Second Contract provides that: In the event that a Contracting City wishes to decrease and/or alter the location of its City Fire Service Area it may do so by specifying those changes in writing by July 1 of the year prior to the contract year with respect to which such change is to be effective. Accordingly, the City of Orono hereby specifies and notifies the City of Long Lake and the City of Medina that it shall reduce its City Fire Service Area for the contract year beginning July 1, 2024. Beginning July 1, 2024, the City Fire Service Area for the City of Orono shall be as depicted in the map attached here as Exhibit A. The area of Orono removed from the LLFD service area is identified by orange highlighter and consists of CAD zones 75F200 and 75F210. Please contact me with any questions or concerns. Sincerely, Adam Edwards City Administrator 226249v1 342 Exhibit A I Exhibit A Orono Fire Computer Automated Dispatch Zones O BOLTN &MEN K City of Orono Aril 2023 [JIMa61611 de I 'Minnetr of 3 ' Medina ® County Road 24 i 2U1 ZONE 75F140 � ZONE 75F200 3 '?or a . �Or4-e 0 oaC51 Spri g- D Park�%� 1n Wilshtre��1 oBUle\'/ Y 1 Molun 12 ZONE 75F135 0 =11" Mii Pe �e Drive ZONE 75F210 n, n fJ L Q Legend a Ton I ('! Fire Stations > � I o CAD Zones 00 m� -T E 0 ^ Miles <Shorewood Souse: City of Orono, Hennepin County, MNDOT ZONE 751F115 r Ca I ZONE 75F190 LLL ZONE 75F145 ood_Ir%6'4 S�J��°L nm i �> Minnetonka 9�� [ _JI� � lrt�1(�I T' i Exhibit A Exhibit B THIS AGREEMENT AND CONTRACT made and entered into this day of 2002 by and between the City of Long Lake a municipal corporation of the County of Hennepin and State of Minnesota (hereinafter referred to as Long Lake), the City of Orono, a municipal corporation of the County of Hennepin and State of Minnesota (hereinafter referred to as the Contracting City), and the City of Medina, a municipal corporation of the County of Hennepin and State of Minnesota (hereinafter referred to as the Contracting City), and witnesseth: WHEREAS, the City of Long Lake has the facilities and equipment and is willing and able to provide fire protection service to the Contracting City, and WHEREAS, the Contracting City does desire to have fire protection service furnished by the City of Long Lake Fire Department. NOW, THEREFORE in consideration of the covenants herein contained the parties hereto agree as follows: Definitions A. The term Contracting City or the Contracting Cities means any city which is a party to this Agreement or similar Agreement which by its terms is interrelated with this Agreement for the purposes of sharing the costs and the services of fire protection provided by the Long Lake Fire Department. The Contracting Cities are Orono, Medina and Long Lake. B. City Fire Service Area is the area within a Contracting City receiving fire protection from the Long Lake Fire Department. (City Fire Service areas are shown in Appendix A. attached.) The Total Fire Service Area is the sum of all City Fire Service Areas. 2. Services to be Rendered During the term of this agreement Long Lake shall furnish all the fire fighting services, rescue/medical rescue services, and related fire protection services to the Contracting Cities for the Total Fire Service Area outlined in red on the attached map marked Exhibit A hereinafter referred to as "The Total Fire Service Area." All of said Total Fire Service Area is located within the corporate limits of the Contracting Cities. 3. Level of Service Long Lake through its fire department shall endeavor to provide the services listed in paragraph 2 above, including but not limited to, protecting and saving life and property from destruction by fire in the City Fire Service Area of each Contracting City to the 344 Exhibit A same extent as it does within the City Fire Service Area of Long Lake. In the event of two fire calls received within the same time frame, the call first received shall have priority and the second call shall be answered as soon as possible. Long Lake will furnish sufficient staff to each call to safely, legally and effectively operate all necessary vehicles and equipment and provide all necessary services. 4. Command Responsibilitv Subject to the terms of this agreement, the Fire Chief of Long Lake or the Chief s designee shall have the sole and exclusive right and responsibility to prescribe the manner and method of giving the alarm for fire within the Total Fire Service Area and to prescribe the manner and method of responding to calls and rendering the services contemplated. The said Fire Chief or designee shall immediately upon arriving at the scene of any alarm or fire emergency have the sole and exclusive responsibility and authority to direct and control any and all fire fighting and the emergency operations at such scene or scenes. 5. Volunteer Fire Fi ters of the Ci1y of Long Lake Personnel assigned to provide fire protection services in the Contracting Cities shall be volunteer firefighters of the City of Long Lake, which City shall assume all obligations with regard to Worker's Compensation, Firemen's Relief Association, withholding tax, insurance, etc. for such volunteer firefighters, if any. The cost of such obligations shall be a part of the costs attributed to the operation of the Long Lake Fire Department and will be included in the Annual Fire Services Budget Package. 6. Nature of Long Lake Undertakin In no event shall this agreement be construed to fix upon Long Lake any responsibility or liability to the Contracting Cities or to third parties which are greater or different in kind than the responsibilities and liabilities borne by the Contracting Cities if they were providing such services through their own fire departments. 7. Liabilily insurance Long Lake shall carry liability insurance in an amount no less than $1,800,000.00 protecting itself and the other Contracting Cities against damage claims of its fire fighters for personal injury sustained while in service within the said limits of the Contracting Cities as hereto set forth. The amount of the insurance coverage shall be reviewed annually and if determined to be inadequate the amount of the coverage shall be adjusted accordingly. And further, Long Lake shall carry liability insurance in an amount no less than $1,800,000.00 saving the contracting cities harmless so far as acts of the City of Long Lake, its fire department and its fire fighters are concerned. The City of Long Lake shall review the amount of the coverage annually and if determined to be inadequate, the 2 345 Exhibit A amount of the coverage shall be adjusted accordingly. The cost of such insurance shall be a part of the costs attributed to the operation of the Long Lake Fire Department and will be included in the Annual Operating Budget. Nothing in this contract shall be construed as waiving the statutory liability limits of any city, which is a party to this contract. S. Long Lake Operational Responsibility The City of Long Lake shall be responsible for managing the operation of the Long Lake Fire Department, and for managing tie on -going operation and maintenance of the Long Lake fire station. This includes carrying builders risk insurance during construction of the new Fire Station and carrying hazard insurance on the Fire Station thereafter. Long Lake shall charge an annual Administrative Fee for these services. The Administrative Fee of $17,200 for 2002 includes Long Lake's administrative overhead expenses. The Administrative Fees may be adjusted from year to year through the Annual Fire Services Operating Budget review and approval process. The costs related to the operation of the Fire Department, including the on -going operation and maintenance of the Fire Station, shall be included in the Annual Fire Services Operating Budget. 9. Budget Package The Long Lake Fire Department's annual operating expenditures will be controlled through an Annual Fire Services Operating Budget. When the Annual Fire Services Operating Budget is approved, the expenditures may not exceed the level set in the Budget without the approval of all parties to the contract. If, during the 20-year term of the agreement, a Contracting City chooses not to approve a proposed Annual Fire Services Operating Budget, the Annual Fire Service Operating Budget increase will be limited to the average annual General Fund Budget increase of the Contracting Cities, until a new Annual Fire Services Operating Budget is approved by all Contracting Cities. 9.1 Definitions A. The Annual Fire Services Operating Budget refers to the calendar year operating budget of the Long Lake Fire Department. This budget will become the official Annual Fire Services Operating Budget upon ratification by the Contracting Cities. The Annual Fire Services Operating Budget incorporates all costs of departmental operations including, but not limited to, the costs of the on -going operation and maintenance of the fire station, Long Lake's Administrative Fee as defined in Section S of this Agreement, and annual contributions to the Long Lake Volunteer Fire Relief Association Retirement Fund. B. The Annual Fire Services Capital Budget refers to the calendar year capital budget of the Long Lake Fire Department. The Annual Fire Services Capital Budget includes Major Equipment items and major repairs/rehabilitation of the Fire Station. 3 346 Exhibit A 9.2 Budget Process By August 15 of each year during which this agreement remains in effect, the City of Long Lake will provide an Annual Fire Services Operating Budget and an Annual Fire Services Capital Budget covering the costs related to the provision of fire protection for the next year. The budgets presented to the Contracting cities must have been presented to the Joint Advisory Committee prior to August 1 for discussion and review. Although it is expected that the Annual Fire Services Operating and Capital Budgets which are provided to the Contracting Cities by the City of Long Lake will have the consensus support of the Joint Advisory Committee, that is not a requirement since each Contracting City has the opportunity for final ratification or rejection. 10. Term of this A eern This Agreement covers the period January 1, 2002 through December 31, 2020. A contract year covers the period January 1 through December 31 of a calendar year. This Agreement will become effective upon ratification by the Contracting Cities. The term of this agreement will be extended for a period of five years unless this Agreement is terminated as provided in Section 20 of the Agreement. 11. Capital Expenditures Capital expenditures include major equipment and major maintenance, repair, or rehabilitation to the fire station. Major equipment is defined as "rolling stock" or similar major equipment assets required for performing the fire department mission in the Fire Protection Area. To qualify as major equipment, such assets must have an initial purchase value of at least $10,000. To qualify as major maintenance, repair, or rehabilitation, the cost must be at least $10,000. The City of Long Lake and the Long Lake Fire Department shall prepare a 15-year major equipment replacement plan, and a I5-year plan for major maintenance, repair, or rehabilitation items related to the fire station. These 15-year plans will be the basis for the preparation of an annual capital budget. Neither the approval nor lack of disapproval of the 15-year plans by the Contract Cities creates any obligation for final approval or funding of any specific capital expenditure. Final approval of capital expenditures occurs as part of the Annual Fire Services Capital Budget approval process. Capital expenditures must be approved by a minimum of two cities and the combined funding shares of the two cities must be greater than 60%. Once this level of approval is obtained, all Contract Cities are obligated to fund their share of the expenditures. The final approval of capital expenditures occurs as part of the Annual Fire Services Capital Budget approval process. When a city approves the Annual Fire Services Capital Budget, the city is also agreeing to pay its share of the cost of capital expenditures 4 347 Exhibit A included in the Annual Fire Services Capital Budget up to the budgeted amount, for the items budgeted. Each Contracting City agrees to maintain its own fund for capital expenditures. When a capital expenditure is to be made, the following process for sharing the funding will be used: A. Long Lake will have the option of funding any percentage of the total, which is equal to or greater than the average of its last three City Budget Percentages including the current calendar year. B. Orono will have the option of funding the remaining amount. If Medina does not wish to fund the total of the remaining amount, it must fund at least the average of its last three City Budget Percentages including the current calendar year and may fund more if it chooses. C. Medina will fund the balance remaining to be funded after Long Lake and Orono have specified their funding amounts. 11.1. Disposition of Major Equipment Upon Termination In the event that this Agreement is terminated as provided in section 20 of this Agreement, Long Lake will have the right to purchase each Contracting City's ownership share of each Major Equipment item for cash at the original amount funded by that city. In the event Long Lake does not exercise its right to acquire the major equipment items within sixty (60) days of termination, it will have waived its right to acquire full title to the equipment. If Long Lake waives its right to acquire full title to a particular Major Equipment item, the Contracting City with the largest ownership share of that item shall have the right to acquire full title to the item by paying the amount funded by each of the other Contracting Cities. If that City declines to acquire full title, the remaining Contracting City may acquire title on the same terms. In the event that no Contracting City wishes to acquire full title to a particular Major Equipment item, it shall be sold and the proceeds of the sale divided between the Contracting Cities pro-rata to their original funding. All Major Equipment items funded during the term of the contract, including extensions, will be covered by this terminating procedure. The dissolution language applies to all equipment purchased, and fund balances accrued, since January 1 of 1993. This language is not intended to address any claim cities may have regarding equipment purchased prior to January 1, 1993. No contracting city shall have the right to transfer or encumber any major equipment purchased after January 1, 1993. 5 348 Exhibit A 12. Emergency Expenditures When there is a need for emergency major equipment repair or emergency building repair, or other emergency need that will have a substantial negative impact on the operational capabilities and/or safety of the firefighters or of the fire station if not immediately addressed, the emergency expenditures may be authorized by the Long Lake City Administrator and the Long Lake Fire Chief, or their designees. If these costs exceed the approved budget amounts, the Long Lake City Administrator and/or the Fire Chief will, within thirty days of the expenditures, notify the Contracting Cities of the expenditure, including an explanation of the emergency need. Emergency expenditures will be shared according to the cost sharing formula set out in this contract. Any reimbursement of the emergency expenditures through insurance, emergency/disaster assistance funding, or other sources will be credited to the Contract Cities in the same manner as the costs were shared. 13. Annual Audit of Actual Costs The Contracting City understands and agrees that it is impossible to project with complete accuracy the actual costs of labor and equipment as well as the service to be required by each Contracting City for the forthcoming contract year and thereby hereby agrees to a yearly audit to adjust the prior year's estimated cost of service as set forth above to the actual costs incurred by the City of Long Lake. On or before April 30th.of each year the City of Long Lake will tabulate the actual cost of the fire department budget for the prior contract year and will submit to the Contracting Cities a summary of the actual costs. The actual costs set forth for the prior contract year may result in either a surplus or deficit with respect to that year's Annual Operating Budget. Any surplus shall be refunded to the contract cities in the same ratio as the cost allocation formula. Any deficit shall be funded by the contract cities in the same ratio as the cost allocation formula. It is expected that expenditures will remain within the Annual Operating Budget amounts and will only exceed such budget amounts in the case of an emergency expenditure as provided in Section 12 or when mutually agreed to by the Contracting Cities as provided in Section 14 of this Agreement. 14. Unforecasted Expenditures Notwithstanding any of the above, the Contracting Cities shall have the right to be heard regarding any proposed expenditures which are not identified in the Annual Operating Budget and which exceed $5,000. Notice of such proposed, non -budgeted expenditures shall be given in writing to the Contracting Cities prior to actual expenditures for such items and the Contracting cities shall thereafter have 21 days in which to approve or disapprove the same in writing and if there is no response which disapproves the expenditure, it is agreed that such proposed expenditures may be made and the cost thereof shall be included in the Annual Operating Budget as if ratified originally. 6 349 Exhibit A 15. Contract Payments The City Budget Share (See Section 16.2) of each Contracting City shall be paid in equal quarterly installments on January 1, April 1, July 1 and October 1 of the next contract year by the Contracting City to the City of Long Lake. Long Lake agrees to provide each Contracting City with reasonably detailed information relating to the actual expenditures against the Annual Operating Budget at its request and on a quarterly basis and agrees to make its records available to the Contracting City for inspection for the purpose of determining the basis for the allocation of costs to fire protection. 16. Arbitration If a Contracting City is aggrieved by the determination of the City of Long Lake as to the allocation of the actual costs of the prior year's service, the Contracting City may appeal said determination within 30 days after receipt of the City of Long Lake's audit. Said appeal shall be in writing and shall be addressed to the City of Long Lake asking for arbitration by a board of arbitration. The Board of Arbitration shall consist of three persons; one to be appointed by the City of Long Lake, one to be appointed by the appealing Contracting City, and the third to be appointed by the two so selected. The name of each arbitrator shall be submitted in writing to the other parry. In the event that the two arbitrators so selected do not appoint the third arbitrator within 15 days after receipt of written notice of appointment of either of the first two arbitrator's, the Chief Judge of the District Court of Hennepin County shall have jurisdiction to appoint, upon application of either the Contracting Cities or the appealing Contracting City, the third arbitrator to the Board. The third arbitrator selected shall not be a resident of either Contracting City, and shall be a city manager or administrator. The arbitrator's expenses, not including counsel fees, incurred in the conduct of the arbitration, shall be divided equally between the parties to the arbitration. Arbitration shall be conducted in accordance with the Uniform Arbitration act, Chapter 572 of the Minnesota Statutes, and any decision shall be rendered within 60 days of appointment of the third arbitrator. Said arbitration shall b6 binding on both parties. 17_ Special Fire Funds In order to facilitate the accounting and reporting of all fire funds associated with the Annual Operating Budget, a Fire Operating Fund will be maintained by the City of Long Lake. No Major Equipment Fund will be maintained by the City of Long Lake on behalf of the Contracting Cities as a part of this agreement since under the provisions of Section 11 each Contracting City agrees to maintain an Equipment Fund on its own. 7 350 Exhibit A 18. Fire Services Joint Advisory Committee Each Contracting City may appoint two volunteer members to a Fire Services Joint Advisory Committee and the name of such appointees shall be furnished to Long Lake. The Fire Services Joint Advisory Committee shall meet no less than four times per year to discuss and make recommendations regarding concerns or problems identified regarding the provision of fire service, and to periodically review budget updates. The Fire Services Joint Advisory Committee shall have the specific task of reviewing the Fire Department's operating and capital budget proposals for the next calendar year and arriving at a consensus Annual Fire Services Operating Budget and Annual Fire Services Capital Budget by August 15 of each calendar year. 19. Cost Sharing Formula Each of the Contracting Cities receiving fire service from the Long Lake Fire Department shall pay a share of the costs of the Annual Fire Services Operating and Capital Budgets. The City's Budget Share will be based upon a formula, which takes into account the Market Value of the protected property and the fire department staff resources utilized to protect the property. The objective is to fairly allocate "insurance" type costs and "effort and variable" type costs. The Contracting Cities have agreed that 70% of the share allocation will be based upon Market Value and 30% upon fire department hours expended on calls to the City Fire Service Area. 19.1 Definitions: A. City Fire Service Area is the area within a Contracting City provided fire protection under this contract. The City Fire Service Area for each Contracting City is shown in Appendix A (attached). B. City Fire Service Area Market Value is the assessed market value of the property in the City Fire Service Area and is based upon the assessed market value for the year immediately preceding the budget year. The source of the assessed market value data shall be the Hennepin County Assessor's Office. C. Total Service Area Market Value is the sum of the City Fire Service Area Market Values of all contracting cities. D. City Market Percent is the percentage computed by dividing the City Fire Service Area Market Value by the Total Service Area Market Value and multiplying by 100. E. City Call Hours is the total number of fire fighter hours expended in responding to calls in the City Fire Service Area as recorded by The Long 8 351 Exhibit A Lake Fire Department during the preceding three year period measured from January 1 through December 31. F. Total Call Hours is the total number of fire fighter hours expended in responding to calls in all contracting cities during the previous three-year period measured from January 1 through December 31. G. Call Percent is the percentage computed by dividing the City Call Hours by the Total Call Hours and multiplying by 100. H. City Budget Percentage is the percentage derived from the sum of the City Market Percent multiplied by 0.7 and the City Call Percent multiplied by 0.3. 19.2 Budget Share Com utation: City Budget Share is the City Budget Percentage multiplied by the Annual Fire Services Operating Budget and the resulting product divided by 100. 19.3 Formulae for Calculations A. City Market Percent � (B x 100) / (C) percent Where B = City Fire Service Area Market Value C = Total Fire Service Area Market Value B. Call Percent = (E x 100) / (F) percent Where E = City Call Hours F = Total Call Hours C. City Budget Percentage [(City Market Percent x 0.70) + (Call Percent x 0.30)] D. City Budget Share = (City Budget Percentage /100) x (Annual Operating Budget less Major Equipment expenditures) E. The City Budget Share of capital expenditures is determined under the provision of Section 11. 20. Termination of this Agreement This Agreement shall be terminable only as follows: 1. For "Good Cause" by any city that desires to terminate its participation in the Agreement provided that such termination is preceded by a minimum of 36- �fl 352 Exhibit A months notice. "Good Cause" shall mean, but is not limited to, a pattern of inadequate service quality; including inadequate response to call, inadequate training, and inadequate handling of calls; and/or a pattern of budget overruns. 2. For breach of contract; 3. By mutual agreement of all cities covered by the agreement. 4. City of Medina may terminate its participation in this Agreement without cause, subject to providing a twenty-four month notice of termination. 5. This agreement may be renegotiated or terminated by the cities to enable participation in a fire district or similar organizational arrangement. 21. Provision to adjust City Fire Service Area During the period of this agreement a Contracting City may request that its City Fire Service Area be reduced or increased in size. Such a request must be made prior to July 1 of the Contract Year to allow time for preparing the Annual Fire Services Budget for the succeeding Contract Year. In the event that a Contracting City proposes an increase to its City Fire Service Area, the City of Long Lake in consultation with the Long Lake Fire Department shall have the right to limit the increase to assure that coverage at the service level provided under this agreement can be achieved by the Fire Department. The service area shall not be increased to the extent that it requires the purchase of additional equipment unless all parties to the contract agree. In the event that a Contracting City wishes to decrease and/or alter the location of its City Fire Service Area it may do so by specifying those changes in writing by July 1 of the year prior to the contract year with respect to which such change is to be effective. 10 353 Exhibit A Approved by the Cities of Long Lake, Orono, and Medina on the date first written above. CITY OF LONG LAKE CITY OF ORONO CITY OF MEDINA " I e- MAYOR ATTEST CITY ADMINISTRATOR ATTEST CITY ADMINISTRATOR ATTEST CITY ADMINISTRATOR, I1 354 Exhibit B Orono Fire Computer Automated Dispatch Zones T BOLTN M E N K City of Orono June 2024 U 11�4 c Medina =ZONE !In'�pendence J Sao � 12 n _ ZONE 75F135 °North -------- ZONE 65F200 ZONE 75F200-17P499 rn ZONE 75F200- ` r-�ox tS r, 17P495 0 L =M04 Minnetrista E �I M/ Spring;- Park)%= L lLJQ �owilshtre Boulevard r �;L Moiup o L O O E �h ZONE 65F210 Legend e 0 ® Fire Stations OFD Coverage Area QCAD Zones L� E Miles <J 1 Source: City of Orono, Hennepin County, MNDOT S u �✓ • ZONE 75F115 r �(( ZONE 75F145 [ZONE 75F190 r I P bw 11LLI `\ �d First Amendment — Exhibit C OFD/LLFD Joint Operations Procedures April 9, 2025 1. Staffing • OFD may employ full-time and part-time firefighters • LLFD may employ full-time, part-time and paid -on -call (POC) firefighters • Current OFD paid -on -call (POC) and part-time firefighters not on the LLFD may apply to the LLFD • Orono and Long Lake agree to provide confirmation of background checks for firefighters hired since 2022 2. Fire Service Coverage Programs Joint Duty Crew Program o Covers all OFD / LLFD CAD Zones as established with Hennepin County o Developed and coordinated by OFD / LLFD Leadership, to include: ■ OFD part-time firefighters retain priority to staff shifts ■ LLFD firefighters are eligible to staff available shifts ■ Daily hours/shifts to reflect coverage needs and POC support structure ■ Multi -Station positioning ■ LLFD members filling Duty Crew shifts are compensated commensurate with current OFD Duty Crew pay structure ■ Orono shall be responsible for all costs of the Joint Duty Crew Program • LLFD Dutv Crew Program o LLFD retains authority to operate a voluntary Duty Crew Program • Duty Officer Program o Covers all OFD / LLFD CAD Zones as established with Hennepin County o Developed and coordinated by OFD / LLFD Leadership, to include: ■ LLFD officers are eligible to staff available shifts • POC Program o Covers all OFD / LLFD CAD Zones as established with Hennepin County o LLFD response only o OFD / LLFD Leadership to evaluate / modify POC Call Out procedures as needed 3. Equipment Training and Use Joint Training Program o Developed by OFD / LLFD Leadership, to include: ■ OFD and LLFD will train together on a consistent and scheduled basis ■ OFD and LLFD firefighters will be trained on both OFD and LLFD equipment • Equipment Use o Firefighters may utilize each department's vehicles and equipment if members operating such equipment have been properly trained 0 356 First Amendment — Exhibit C OFD/LLFD Joint Operations Procedures April 9, 2025 4. Fire Station Usage • Developed by OFD / LLFD Leadership, to include: o OFD part-time firefighters have access to LLFD Stations 1 and 2 during Joint Duty Crew Program hours. o LLFD firefighters can access OFD Stations 1 and 2 during Duty Crew Program hours o OFD and LLFD Leadership will determine operational procedures for LLFD and OFD Station usage for the Joint Duty Crew Program o OFD use of LLFD Stations will not interfere with LLFD's use of the LLFD operated Stations 5. Operational Authority • The LLFD Fire Chief and the LLFD Fire Advisory Board maintains oversight for all LLFD CAD Zones as established with Hennepin County • NFPA 1561 Standard on Emergency Services Incident Management System and Command Safety will be followed for incident command. • LLFD Command responsibility will follow Section 4 of the original Contract 357 First Amendment — Exhibit D Orono / Long Lake New Fire Services Term Sheet Orono / Long Lake New Fire Service Contract Term Sheet April 9, 2025 1. Objective. a. Consolidation of the two current departments into one new department to provide exceptional service to the current service area while utilizing the assets of each member community through a joint effort. b. Establish a Joint Powers Agreement (JPA) between Long Lake and Orono. Other stakeholders (e.g. Medina or Minnetonka Beach) may join the JPA or receive fire protection through a service agreement. c. Explore the option of establishment of a fire district with taxing authority, but the establishment of a JPA would not be contingent upon or delayed by the establishment of a fire district. 2. Term of Contract. JPA (or fire district, if agreed upon) would be effective no later than the termination date of the existing contract, as amended by the First Amendment. Term is TBD, but no shorter than 5 years, unless the parties agree to form a fire district, with automatic renewals of 3 or 5 years. Each party shall have the right to withdraw from the JPA or fire district upon the provision of adequate notice to other parties. The notice period is TBD and dependent upon the determined terms but shall not be less than 2 years unless all parties agree to a shorter term. 3. Governing Body / Decision Making. a. Establish a board to oversee the department. b. Make-up of the board - Voting members appointed by cities, with Orono to have no less than 50% of the members until such time as Orono is paying less than 50% of the cost. The parties agree that an even -numbered board could be used. If Orono's portion of the costs were to drop below 50%, Orono is amenable to a one vote per city approach. Each city's administrator would be an ex-officio/non-voting member of the board. c. The cities will research and determine the appropriate representation of the board by evaluating examples of other JPA's/fire districts in Minnesota and what has worked well and not worked well. d. Board Powers - Staffing, budgeting, capital planning, procurement, organizational structure changes, review department performance, and entry into mutual aid agreements. e. Budget and Service Levels — Unless a taxable fire district is established, cities to retain approval of their portion of budget and capital plan contribution amount. The establishment of and any amendment to a capital improvement plan (CIP), an annual operating budget, and levels of service shall be the responsibility of the board. The board shall submit an annual Capital contribution amount, annual operating budget, and any amendments thereto as well as any amendment to the levels of service to each member city. Each member city must approve the Capital contribution amount, annual operating budget, and/or change in level of service by City Council action. A vote to approve the Capital contribution amount, annual operating budget, and/or level of service or any amendments thereto shall be binding upon the member city. If any member city does not approve the board's recommended Capital contribution amount, annual operating budget, and/or level of service or any amendments thereto, then the member 358 First Amendment — Exhibit D Orono / Long Lake New Fire Services Term Sheet cities shall expediently convene a meeting to consider and resolve the matter. Until such resolution is achieved, the most recently approved Capital contribution amount, annual operating budget, and/or service level shall be utilized by the board. 4. Operational Model. a. New department to include full-time, part-time and paid on call personnel to include duty crew and duty officer structures. b. New department to provide and JPA to outline full spectrum of fire services. (e.g., firefighting, rescue, emergency medical, fire code enforcement and review, Hazmat response, disaster response, fire prevention, etc.). c. JPA to outline levels of service to be provided to ensure the department meets NFPA guidelines and OSHA requirements along with state and local ordinances and best practices. S. Administration. a. Governing board will determine the appropriate resources needed to provide administrative and operational support, including finance, human resources, fleet and facilities. b. Orono and Long Lake agree to cooperate with one another and the current relief associations on facilitating a Relief Association for the department's POC members. Recommend the formation of a subgroup to work on options for this issue. c. The Orono and Long Lake City Administrators will collaborate to determine the appropriate method for filing for Fire State Aid disbursements with the goal of preventing any disbursements for the fire service area from being lost d. If received, Orono will agree to provide an amount of funding equal to 2025 Fire State Aid for the Orono Relief Association to the new combined Relief association special pension fund. 6. Cost Sharing Model. a. Operating and capital funds to be established to support the department. b. Operating budget to be approved annually by the board. c. Capital Improvement Plan to be approved annually by the board. d. Contribution to the Capital fund to be approved annually by the board. e. JPA operating and capital costs to be distributed using a 1/3 call volume, 1/3 property value, and 1/3 population formula. 7. Capital. a. Upon the parties' establishment of a JPA: 1. Current ownership of vehicles and equipment to stay as is, subject to any changes mutually agreed -upon by the parties. 2. Revenues from disposal of excess equipment to be added to the Department capital fund. 3. Facilities will not be owned by the department but will be leased to the department by the owner(s). 8. Settlement of Legal Claims a. The negotiating teams have agreed to a preliminary framework to settle all legal actions brought by Long Lake vs. Orono. b. A formal settlement agreement to be subject to approval and execution by the respective councils prior to or concurrent with the approval and execution of a JPA. 359 First Amendment — Exhibit D Orono / Long Lake New Fire Services Term Sheet 9. Department Name. a. A new name will be needed for the new department. A task force will be established to choose. 10. Process. a. Respective negotiating teams agree to broad terms and establish milestones for obtaining an agreement. b. City Staff (administrator and attorneys) tasked to work out details of JPA. c. A task force(s) of existing firefighters and potentially community members will be established to provide input on process and key aspects of new department functions, including: • Department name • Input on equipment to retain • Relief association issues 360 L THIS AGREEMENT AND CONTRACT made and entered into this day of 2002 by and between the City of Long Lake a municipal corporation of the County of Hennepin and State of Minnesota (hereinafter referred to as Long Lake), the City of Orono, a municipal corporation of the County of Hennepin and State of Minnesota (hereinafter referred to as the Contracting City), and the City of Medina, a municipal corporation of the County of Hennepin and State of Minnesota (hereinafter referred to as the Contracting City), and witnesseth: WHEREAS, the City of Long Lake has the facilities and equipment and is willing and able to provide fire protection service to the Contracting City, and WHEREAS, the Contracting City does desire to have fire protection service furnished by the City of Long Lake Fire Department. NOW, THEREFORE in consideration of the covenants herein contained the parties hereto agree as follows: Definitions A. The term Contracting City or the Contracting Cities means any city which is a party to this Agreement or similar Agreement which by its terms is interrelated with this Agreement for the purposes of sharing the costs and the services of fire protection provided by the Long Lake Fire Department. The Contracting Cities are Orono, Medina and Long Lake. B. City Fire Service Area is the area within a Contracting City receiving fire protection from the Long Lake Fire Department. (City Fire Service areas are shown in Appendix A. attached.) The Total Fire Service Area is the sum of all City Fire Service Areas. 2. Services to be Rendered During the term of this agreement Long Lake shall furnish all the fire fighting services, rescue/medical rescue services, and related fire protection services to the Contracting Cities for the Total Fire Service Area outlined in red on the attached map marked Exhibit A hereinafter referred to as "The Total Fire Service Area." All of said Total Fire Service Area is located within the corporate limits of the Contracting Cities. 3. Level of Service Long Lake through its fire department shall endeavor to provide the services listed in paragraph 2 above, including but not limited to, protecting and saving life and property from destruction by fire in the City Fire Service Area of each Contracting City to the 361 same extent as it does within the City Fire Service Area of Long Lake. In the event of two fire calls received within the same time frame, the call first received shall have priority and the second call shall be answered as soon as possible. Long Lake will furnish sufficient staff to each call to safely, legally and effectively operate all necessary vehicles and equipment and provide all necessary services. 4. Command Responsibilitv Subject to the terms of this agreement, the Fire Chief of Long Lake or the Chief s designee shall have the sole and exclusive right and responsibility to prescribe the manner and method of giving the alarm for fire within the Total Fire Service Area and to prescribe the manner and method of responding to calls and rendering the services contemplated. The said Fire Chief or designee shall immediately upon arriving at the scene of any alarm or fire emergency have the sole and exclusive responsibility and authority to direct and control any and all fire fighting and the emergency operations at such scene or scenes. 5. Volunteer Fire Fi ters of the Ci1y of Long Lake Personnel assigned to provide fire protection services in the Contracting Cities shall be volunteer firefighters of the City of Long Lake, which City shall assume all obligations with regard to Worker's Compensation, Firemen's Relief Association, withholding tax, insurance, etc. for such volunteer firefighters, if any. The cost of such obligations shall be a part of the costs attributed to the operation of the Long Lake Fire Department and will be included in the Annual Fire Services Budget Package. 6. Nature of Long Lake Undertakin In no event shall this agreement be construed to fix upon Long Lake any responsibility or liability to the Contracting Cities or to third parties which are greater or different in kind than the responsibilities and liabilities borne by the Contracting Cities if they were providing such services through their own fire departments. 7. Liabilily insurance Long Lake shall carry liability insurance in an amount no less than $1,800,000.00 protecting itself and the other Contracting Cities against damage claims of its fire fighters for personal injury sustained while in service within the said limits of the Contracting Cities as hereto set forth. The amount of the insurance coverage shall be reviewed annually and if determined to be inadequate the amount of the coverage shall be adjusted accordingly. And further, Long Lake shall carry liability insurance in an amount no less than $1,800,000.00 saving the contracting cities harmless so far as acts of the City of Long Lake, its fire department and its fire fighters are concerned. The City of Long Lake shall review the amount of the coverage annually and if determined to be inadequate, the 2 362 amount of the coverage shall be adjusted accordingly. The cost of such insurance shall be a part of the costs attributed to the operation of the Long Lake Fire Department and will be included in the Annual Operating Budget. Nothing in this contract shall be construed as waiving the statutory liability limits of any city, which is a party to this contract. S. Long Lake Operational Responsibility The City of Long Lake shall be responsible for managing the operation of the Long Lake Fire Department, and for managing tie on -going operation and maintenance of the Long Lake fire station. This includes carrying builders risk insurance during construction of the new Fire Station and carrying hazard insurance on the Fire Station thereafter. Long Lake shall charge an annual Administrative Fee for these services. The Administrative Fee of $17,200 for 2002 includes Long Lake's administrative overhead expenses. The Administrative Fees may be adjusted from year to year through the Annual Fire Services Operating Budget review and approval process. The costs related to the operation of the Fire Department, including the on -going operation and maintenance of the Fire Station, shall be included in the Annual Fire Services Operating Budget. 9. Budget Package The Long Lake Fire Department's annual operating expenditures will be controlled through an Annual Fire Services Operating Budget. When the Annual Fire Services Operating Budget is approved, the expenditures may not exceed the level set in the Budget without the approval of all parties to the contract. If, during the 20-year term of the agreement, a Contracting City chooses not to approve a proposed Annual Fire Services Operating Budget, the Annual Fire Service Operating Budget increase will be limited to the average annual General Fund Budget increase of the Contracting Cities, until a new Annual Fire Services Operating Budget is approved by all Contracting Cities. 9.1 Definitions A. The Annual Fire Services Operating Budget refers to the calendar year operating budget of the Long Lake Fire Department. This budget will become the official Annual Fire Services Operating Budget upon ratification by the Contracting Cities. The Annual Fire Services Operating Budget incorporates all costs of departmental operations including, but not limited to, the costs of the on -going operation and maintenance of the fire station, Long Lake's Administrative Fee as defined in Section S of this Agreement, and annual contributions to the Long Lake Volunteer Fire Relief Association Retirement Fund. B. The Annual Fire Services Capital Budget refers to the calendar year capital budget of the Long Lake Fire Department. The Annual Fire Services Capital Budget includes Major Equipment items and major repairs/rehabilitation of the Fire Station. 3 363 9.2 Budget Process By August 15 of each year during which this agreement remains in effect, the City of Long Lake will provide an Annual Fire Services Operating Budget and an Annual Fire Services Capital Budget covering the costs related to the provision of fire protection for the next year. The budgets presented to the Contracting cities must have been presented to the Joint Advisory Committee prior to August 1 for discussion and review. Although it is expected that the Annual Fire Services Operating and Capital Budgets which are provided to the Contracting Cities by the City of Long Lake will have the consensus support of the Joint Advisory Committee, that is not a requirement since each Contracting City has the opportunity for final ratification or rejection. 10. Term of this A eern This Agreement covers the period January 1, 2002 through December 31, 2020. A contract year covers the period January 1 through December 31 of a calendar year. This Agreement will become effective upon ratification by the Contracting Cities. The term of this agreement will be extended for a period of five years unless this Agreement is terminated as provided in Section 20 of the Agreement. 11. Capital Expenditures Capital expenditures include major equipment and major maintenance, repair, or rehabilitation to the fire station. Major equipment is defined as "rolling stock" or similar major equipment assets required for performing the fire department mission in the Fire Protection Area. To qualify as major equipment, such assets must have an initial purchase value of at least $10,000. To qualify as major maintenance, repair, or rehabilitation, the cost must be at least $10,000. The City of Long Lake and the Long Lake Fire Department shall prepare a 15-year major equipment replacement plan, and a I5-year plan for major maintenance, repair, or rehabilitation items related to the fire station. These 15-year plans will be the basis for the preparation of an annual capital budget. Neither the approval nor lack of disapproval of the 15-year plans by the Contract Cities creates any obligation for final approval or funding of any specific capital expenditure. Final approval of capital expenditures occurs as part of the Annual Fire Services Capital Budget approval process. Capital expenditures must be approved by a minimum of two cities and the combined funding shares of the two cities must be greater than 60%. Once this level of approval is obtained, all Contract Cities are obligated to fund their share of the expenditures. The final approval of capital expenditures occurs as part of the Annual Fire Services Capital Budget approval process. When a city approves the Annual Fire Services Capital Budget, the city is also agreeing to pay its share of the cost of capital expenditures 4 364 included in the Annual Fire Services Capital Budget up to the budgeted amount, for the items budgeted. Each Contracting City agrees to maintain its own fund for capital expenditures. When a capital expenditure is to be made, the following process for sharing the funding will be used: A. Long Lake will have the option of funding any percentage of the total, which is equal to or greater than the average of its last three City Budget Percentages including the current calendar year. B. Orono will have the option of funding the remaining amount. If Medina does not wish to fund the total of the remaining amount, it must fund at least the average of its last three City Budget Percentages including the current calendar year and may fund more if it chooses. C. Medina will fund the balance remaining to be funded after Long Lake and Orono have specified their funding amounts. 11.1. Disposition of Major Equipment Upon Termination In the event that this Agreement is terminated as provided in section 20 of this Agreement, Long Lake will have the right to purchase each Contracting City's ownership share of each Major Equipment item for cash at the original amount funded by that city. In the event Long Lake does not exercise its right to acquire the major equipment items within sixty (60) days of termination, it will have waived its right to acquire full title to the equipment. If Long Lake waives its right to acquire full title to a particular Major Equipment item, the Contracting City with the largest ownership share of that item shall have the right to acquire full title to the item by paying the amount funded by each of the other Contracting Cities. If that City declines to acquire full title, the remaining Contracting City may acquire title on the same terms. In the event that no Contracting City wishes to acquire full title to a particular Major Equipment item, it shall be sold and the proceeds of the sale divided between the Contracting Cities pro-rata to their original funding. All Major Equipment items funded during the term of the contract, including extensions, will be covered by this terminating procedure. The dissolution language applies to all equipment purchased, and fund balances accrued, since January 1 of 1993. This language is not intended to address any claim cities may have regarding equipment purchased prior to January 1, 1993. No contracting city shall have the right to transfer or encumber any major equipment purchased after January 1, 1993. 5 365 12. Emergency Expenditures When there is a need for emergency major equipment repair or emergency building repair, or other emergency need that will have a substantial negative impact on the operational capabilities and/or safety of the firefighters or of the fire station if not immediately addressed, the emergency expenditures may be authorized by the Long Lake City Administrator and the Long Lake Fire Chief, or their designees. If these costs exceed the approved budget amounts, the Long Lake City Administrator and/or the Fire Chief will, within thirty days of the expenditures, notify the Contracting Cities of the expenditure, including an explanation of the emergency need. Emergency expenditures will be shared according to the cost sharing formula set out in this contract. Any reimbursement of the emergency expenditures through insurance, emergency/disaster assistance funding, or other sources will be credited to the Contract Cities in the same manner as the costs were shared. 13. Annual Audit of Actual Costs The Contracting City understands and agrees that it is impossible to project with complete accuracy the actual costs of labor and equipment as well as the service to be required by each Contracting City for the forthcoming contract year and thereby hereby agrees to a yearly audit to adjust the prior year's estimated cost of service as set forth above to the actual costs incurred by the City of Long Lake. On or before April 30th.of each year the City of Long Lake will tabulate the actual cost of the fire department budget for the prior contract year and will submit to the Contracting Cities a summary of the actual costs. The actual costs set forth for the prior contract year may result in either a surplus or deficit with respect to that year's Annual Operating Budget. Any surplus shall be refunded to the contract cities in the same ratio as the cost allocation formula. Any deficit shall be funded by the contract cities in the same ratio as the cost allocation formula. It is expected that expenditures will remain within the Annual Operating Budget amounts and will only exceed such budget amounts in the case of an emergency expenditure as provided in Section 12 or when mutually agreed to by the Contracting Cities as provided in Section 14 of this Agreement. 14. Unforecasted Expenditures Notwithstanding any of the above, the Contracting Cities shall have the right to be heard regarding any proposed expenditures which are not identified in the Annual Operating Budget and which exceed $5,000. Notice of such proposed, non -budgeted expenditures shall be given in writing to the Contracting Cities prior to actual expenditures for such items and the Contracting cities shall thereafter have 21 days in which to approve or disapprove the same in writing and if there is no response which disapproves the expenditure, it is agreed that such proposed expenditures may be made and the cost thereof shall be included in the Annual Operating Budget as if ratified originally. 6 366 15. Contract Payments The City Budget Share (See Section 16.2) of each Contracting City shall be paid in equal quarterly installments on January 1, April 1, July 1 and October 1 of the next contract year by the Contracting City to the City of Long Lake. Long Lake agrees to provide each Contracting City with reasonably detailed information relating to the actual expenditures against the Annual Operating Budget at its request and on a quarterly basis and agrees to make its records available to the Contracting City for inspection for the purpose of determining the basis for the allocation of costs to fire protection. 16. Arbitration If a Contracting City is aggrieved by the determination of the City of Long Lake as to the allocation of the actual costs of the prior year's service, the Contracting City may appeal said determination within 30 days after receipt of the City of Long Lake's audit. Said appeal shall be in writing and shall be addressed to the City of Long Lake asking for arbitration by a board of arbitration. The Board of Arbitration shall consist of three persons; one to be appointed by the City of Long Lake, one to be appointed by the appealing Contracting City, and the third to be appointed by the two so selected. The name of each arbitrator shall be submitted in writing to the other parry. In the event that the two arbitrators so selected do not appoint the third arbitrator within 15 days after receipt of written notice of appointment of either of the first two arbitrator's, the Chief Judge of the District Court of Hennepin County shall have jurisdiction to appoint, upon application of either the Contracting Cities or the appealing Contracting City, the third arbitrator to the Board. The third arbitrator selected shall not be a resident of either Contracting City, and shall be a city manager or administrator. The arbitrator's expenses, not including counsel fees, incurred in the conduct of the arbitration, shall be divided equally between the parties to the arbitration. Arbitration shall be conducted in accordance with the Uniform Arbitration act, Chapter 572 of the Minnesota Statutes, and any decision shall be rendered within 60 days of appointment of the third arbitrator. Said arbitration shall b6 binding on both parties. 17_ Special Fire Funds In order to facilitate the accounting and reporting of all fire funds associated with the Annual Operating Budget, a Fire Operating Fund will be maintained by the City of Long Lake. No Major Equipment Fund will be maintained by the City of Long Lake on behalf of the Contracting Cities as a part of this agreement since under the provisions of Section 11 each Contracting City agrees to maintain an Equipment Fund on its own. 7 367 18. Fire Services Joint Advisory Committee Each Contracting City may appoint two volunteer members to a Fire Services Joint Advisory Committee and the name of such appointees shall be furnished to Long Lake. The Fire Services Joint Advisory Committee shall meet no less than four times per year to discuss and make recommendations regarding concerns or problems identified regarding the provision of fire service, and to periodically review budget updates. The Fire Services Joint Advisory Committee shall have the specific task of reviewing the Fire Department's operating and capital budget proposals for the next calendar year and arriving at a consensus Annual Fire Services Operating Budget and Annual Fire Services Capital Budget by August 15 of each calendar year. 19. Cost Sharing Formula Each of the Contracting Cities receiving fire service from the Long Lake Fire Department shall pay a share of the costs of the Annual Fire Services Operating and Capital Budgets. The City's Budget Share will be based upon a formula, which takes into account the Market Value of the protected property and the fire department staff resources utilized to protect the property. The objective is to fairly allocate "insurance" type costs and "effort and variable" type costs. The Contracting Cities have agreed that 70% of the share allocation will be based upon Market Value and 30% upon fire department hours expended on calls to the City Fire Service Area. 19.1 Definitions: A. City Fire Service Area is the area within a Contracting City provided fire protection under this contract. The City Fire Service Area for each Contracting City is shown in Appendix A (attached). B. City Fire Service Area Market Value is the assessed market value of the property in the City Fire Service Area and is based upon the assessed market value for the year immediately preceding the budget year. The source of the assessed market value data shall be the Hennepin County Assessor's Office. C. Total Service Area Market Value is the sum of the City Fire Service Area Market Values of all contracting cities. D. City Market Percent is the percentage computed by dividing the City Fire Service Area Market Value by the Total Service Area Market Value and multiplying by 100. E. City Call Hours is the total number of fire fighter hours expended in responding to calls in the City Fire Service Area as recorded by The Long 8 368 Lake Fire Department during the preceding three year period measured from January 1 through December 31. F. Total Call Hours is the total number of fire fighter hours expended in responding to calls in all contracting cities during the previous three-year period measured from January 1 through December 31. G. Call Percent is the percentage computed by dividing the City Call Hours by the Total Call Hours and multiplying by 100. H. City Budget Percentage is the percentage derived from the sum of the City Market Percent multiplied by 0.7 and the City Call Percent multiplied by 0.3. 19.2 Budget Share Com utation: City Budget Share is the City Budget Percentage multiplied by the Annual Fire Services Operating Budget and the resulting product divided by 100. 19.3 Formulae for Calculations A. City Market Percent � (B x 100) / (C) percent Where B = City Fire Service Area Market Value C = Total Fire Service Area Market Value B. Call Percent = (E x 100) / (F) percent Where E = City Call Hours F = Total Call Hours C. City Budget Percentage [(City Market Percent x 0.70) + (Call Percent x 0.30)] D. City Budget Share = (City Budget Percentage /100) x (Annual Operating Budget less Major Equipment expenditures) E. The City Budget Share of capital expenditures is determined under the provision of Section 11. 20. Termination of this Agreement This Agreement shall be terminable only as follows: 1. For "Good Cause" by any city that desires to terminate its participation in the Agreement provided that such termination is preceded by a minimum of 36- �fl 369 months notice. "Good Cause" shall mean, but is not limited to, a pattern of inadequate service quality; including inadequate response to call, inadequate training, and inadequate handling of calls; and/or a pattern of budget overruns. 2. For breach of contract; 3. By mutual agreement of all cities covered by the agreement. 4. City of Medina may terminate its participation in this Agreement without cause, subject to providing a twenty-four month notice of termination. 5. This agreement may be renegotiated or terminated by the cities to enable participation in a fire district or similar organizational arrangement. 21. Provision to adjust City Fire Service Area During the period of this agreement a Contracting City may request that its City Fire Service Area be reduced or increased in size. Such a request must be made prior to July 1 of the Contract Year to allow time for preparing the Annual Fire Services Budget for the succeeding Contract Year. In the event that a Contracting City proposes an increase to its City Fire Service Area, the City of Long Lake in consultation with the Long Lake Fire Department shall have the right to limit the increase to assure that coverage at the service level provided under this agreement can be achieved by the Fire Department. The service area shall not be increased to the extent that it requires the purchase of additional equipment unless all parties to the contract agree. In the event that a Contracting City wishes to decrease and/or alter the location of its City Fire Service Area it may do so by specifying those changes in writing by July 1 of the year prior to the contract year with respect to which such change is to be effective. 10 370 Approved by the Cities of Long Lake, Orono, and Medina on the date first written above. CITY OF LONG LAKE CITY OF ORONO CITY OF MEDINA " I � jiw MAYOR ATTEST CITY ADMINISTRATOR ATTEST CITY ADMINISTRATOR ATTEST CITY ADMINISTRATORS I1 371