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Home My WebLink About04-28-2025 - Agenda Packet City Council - regular meetingAgenda City Council Meeting Monday, April 28, 2025, 6:00 PM City Council Chambers | 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 /oronomn.gov 1. City Council Minutes 2. Claims/Bills 3. Upcoming Work Session and Council Training Schedule 4. Annual Performance Review of the City Administrator 5. Resignation of Firefighters 6. Hire Seasonal Employees 7. Donation to Summit Beach Park - Resolution 7581 8. Donation to Lurton Dog Park - Resolution 7578 9. Pavement Maintenance - Crack Sealing 10. 2025 Street Maintenance Project Award (25-001) 11. Agreement - Private Driveway - Hillside Place 12. LA24-000068, 430 Old Crystal Bay Road North, Conditional Use Permit, Preliminary Plat, and Site Plan Review - Resolution 7579 13. LA25-000007, 4745 North Shore Drive, After-the-Fact Conditional Use Permit Amendment 14. Orono Fire Department Reduction in Force 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. Public Comments This is an opportunity for the public to address the City Council. The council will not engage in discussion or take action on items presented at this time. However, the council may refer issues to staff for follow up or consideration at a future meeting. Speakers should state their name and home address at the podium before speaking. Community Development Report Attorney Report City Administrator/Engineer Report Mayor/Council Reports Adjournment Upcoming Events May 1 Wellness Expo May 6 Park Commission Sign up for email notifications at oronomn.gov 1 May 8 Joint Fire Forum May 10 Saturday Voting May 12 City Council May 13 Election Day Sign up for email notifications at oronomn.gov 2 Date: April 28, 2025 Item: 1 Presenter: Christine Lusian, City Clerk Section: Consent Agenda Title: City Council Minutes 1.Purpose: The purpose of this item is to approve the City Council meeting minutes. 2.Staff Recommendation: Approve the City Council work session and regular meeting minutes. AGENDA ITEM COUNCIL ACTION REQUESTED Approve the City Council work session and regular meeting minutes. Exhibits 04-14-2025 CC Minutes - work session 04-14-2025 CC Minutes 3 Minutes City Council Work Session Monday, April 14, 2025, 5:00 PM City Council Chambers | 2780 Kelley Parkway, Orono, MN 55356 ROLL CALL City Council members present: Mayor Bob Tunheim, City Council Members Alisa Benson,Claire Berrett, Steve Persian, Jacqueline Ricks. Park Commissioners present:Brian Roath, Janie Delaney, Michael Huddy, Gordy Stofer, Rick Carter, Jacob Selseth. Absent: Kim Carswell, Mollie Reynolds. Staff present: City Administrator Adam Edwards, Parks and Facilities Superintendent Joe Ruthenberg, City Clerk Christine Lusian JOINT MEETING WITH PARK COMMISSION Mayor Tunheim opened the work session and Edwards introduced the agenda including commission roles and goals, and an overview of the parks in Orono which contains 49 lake access points, 21 parks, and 5 named trails. Edwards pointed to city code and comprehensive plan provides the guidance and direction for the Parks commission process, which begins with a concern, idea, or input from the community, commissioner, staff. The group discussed budgeting, maintenance, capital improvements, revenue, grants, branding, establishing standards, increasing meeting frequency, and the code of conduct. ADJOURNMENT Work session ended at 5:58 p.m. ATTEST:CITY COUNCIL ________________________________________________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 4 Minutes City Council Regular Meeting Monday, April 14, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 1 of 4 Mayor Tunheim called the meeting to order at 6:02 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, Finance Director Maggie Jin,Fire Chief James Van Eyll and Community Development Director Laura Oakden. PLEDGE OF ALLEGIANCE APPROVAL OF AGENDA The agenda was approved by consensus with an alteration (moving New Business) and an addition (Quorum Notification). CONSENT AGENDA 1.City Council Minutes 2.Claims/Bills 3. Amend Annual Appointments to add Commission Ex Officios This item was removed from the consent agenda 4.Cannabis Registration –Resolution 7575 5.Hire Seasonal Employees 6.Hire Public Works Maintenance Worker 7.Disposal of Bicycles 8.Security Camera Upgrade 9.3545 Ivy Place, RPS25-000025, Encroachment Agreement 10.LA24-000066, 430 East Long Lake Road, Conditional Use Permit and Variances -Resolution 7577 11.LA25-000002, Text Amendment:78-1279(6)–Average Lakeshore Setback Benson moved,Ricks seconded, to adopt the Consent Agenda with Item 3 removed. VOTE: Ayes 5, Nays 0. PUBLIC COMMENTS Jim Theisen, 1295 Elmwood Ave.; Gabriel Jabbour,985 Tonkawa Rd.; Kelly Prchal, 4705 Watertown Rd.;Bruce Lemke, 565 Old Crystal Bay Rd;Jay Nygard, 1386 Rest Point Rd.; Ben Veach,1065 Willow View Dr.; Shea Chwialkowski,6809 Dale Ave., Richfield;Cody Farley, 328 Dupont St., Long Lake; Kelly Grady, Long Lake;and Chris Adams Captain of Orono FD; provided comments. 3.Amend Annual Appointments to add Commission Ex Officios Benson brought up that the schedule,as proposed,includes Councilmember Berrett, who is leaving the Council, attending a meeting on May 6. 5 Minutes City Council Regular Meeting Monday, April 14, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 2 of 4 Benson moved, Ricks seconded, to shift the schedule up one meeting. VOTE: Ayes 4, Nays 0, Abstain 1 (Berrett). PRESENTATIONS 12.Stubbs Bay Lake Improvement Districts (LID) Stubbs Bay residents addressed the City Council seeking to create a LID for Stubbs Bay. The Council discussed the item and asked questions of staff and the residents. The homeowners are gathering signatures for a petition,and future action will include the City Council conducting a public hearing. COMMUNITY DEVELOPMENT REPORT 13.LA24-00054, 430 Old Crystal Bay Road North, Conditional Use Permit, Preliminary Plan Review The City Council is requested to review the Staff report, receive a presentation,and discuss and approve the Conditional Use Permit with conditions outlined by staff. The Council discussed the item and asked questions of staff and the applicants, Rob Page, Shorewood; Dave Ramsey.and Liz Merry, 500 Willow Drive, Orono; and Peter Coyle, Larkin and Hoffman, their land use attorney, who clarified the law regarding Conditional Use Permits. Benson moved, Persian seconded, to direct staff to draft a resolution approving the Conditional Use Permit, preliminary plat and site plan review with the conditions set forth by staff. VOTE: Ayes 5, Nays 0. PUBLIC SAFETY REPORT (This item was moved ahead of the Finance Director Report by request) 15.Long Lake Fire Department Annual Report The City Council is requested to receive an annual report presentation from Mike Heiland, Long Lake Fire Chief. The Council discussed the item and asked questions. FINANCE DIRECTOR REPORT 14.First Quarter Financial Update Finance Director Maggie Jin presented the First Quarter Financial Update. 6 Minutes City Council Regular Meeting Monday, April 14, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 3 of 4 Quorum Notification Benson asked about establishing a policy or guidance for notifying the public when a quorum of the Council may be present in situations that are not intended for conducting business. City Council members and staff discussed current practice,and the consensus was that it is working. RECESS & RECONVENE Mayor Tunheim recessed the meeting at 8:15 p.m. The meeting was reconvened at 8:20 p.m. CITY ATTORNEY REPORT City attorney Mattick reminded the Council of a court hearing scheduled for May 6. CITY ADMINISTRATOR/ENGINEER REPORT 16.Upcoming Work Session and Council Training Schedule City Administrator Edwards reminded the City Council of upcoming work session dates and topics. 17.Design Update Public Works Commodities Yard (24-035) The City Council is requested to review the Staff report, receive a presentation, and discuss and approve going forward with the project. The Council discussed the item and asked questions of staff. Councilmembers expressed reservations about spending to build the project this year if it is not urgent. City Administrator Edwards said it would take about an additional $40,000 to complete the construction documents and go out to bids. At that point, he suggested,the Council could decide to go forward or not. Ricks moved, Benson seconded, to direct staff to cease work on the project at this time. VOTE: Ayes 5, Nays 0. NEW BUSINESS 20.Amend 2002 Agreement and Contract for Fire Protection The City Council is requested to review the Staff report, receive a presentation, and discuss and approve the draft amendment to the agreement. The Council discussed the item and asked questions of staff and representatives of both the Long Lake and Orono Fire Departments.Discussion included the role of the current Orono part-time duty crew fire fighters in the short term and the eventual plan to bring the two departments together and possibly add additional partners. 7 Minutes City Council Regular Meeting Monday, April 14, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 4 of 4 City Attorney Mattick explained the amendment would not be in force until also approved by the Cities of Long Lake and Medina. Benson moved, Ricks seconded, to approve the draft agreement amendment and contract for fire prevention. VOTE: Ayes 4, Nays 1 (Berrett). COUNCIL COMMITTEE REPORTS None MAYOR/COUNCIL REPORT Mayor and Council provided reports. CLOSED SESSION Persian moved, Ricks seconded, to enter into closed session at 10:48 p.m., as permitted by Section 13D.05 sub. 3(b)to hold confidential attorney-client privilege discussion concerning strategy in the Long Lake v. Orono litigation and to evaluate the performance of the City Administrator. VOTE: Ayes 5, Nays 0. 18.Discuss Long Lake v. Orono litigations 19.Annual Performance Review of the City Administrator (The City Council was in closed session from 10:48 p.m. to 1:03 a.m.) ADJOURNMENT Tunheim moved, Benson seconded, to adjourn the meeting at 1:03 a.m.to Monday, April 28, 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 28, 2025. Meeting videos and transcripts available at oronomn.gov. 8 Date: April 28, 2025 Item: 2 Presenter: Kellie Hoen, Administrative Assistant Section: Consent Agenda Title: Claims/Bills 1.Purpose: The purpose of this action item is to approve payment of claims made on the City for services and/or products provided to the City. 2.Background: The attached claims for payment have been received by the City. Staff has reviewed the claims and is recommending approval of the listing for payment. The claims will be paid by checks 125806 to 125890 and ACH transactions 20130658 to 20130665 totaling $330,967.15 3.Staff Recommendation: Staff recommends approval of a motion authorizing payment to the claims listed as presented. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve the claims list as presented. Exhibits Check Register 2025-04-24 9 City of Orono Check Register - COUNCIL REPORT Page: 1 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount NAVARRE HARDWARE 04/18/2025 117246 332143 601-49400-227 LIGHT BULB Water 14.99- NAVARRE HARDWARE 04/18/2025 117246 333028 101-41900-489 STERNO Central Services 38.97- NAVARRE HARDWARE 04/18/2025 117246 333418 101-41900-223 JANITOR SUPPLIES Central Services 54.46- Total 117246:108.42- BRIDGEWATER BANK- PETTY C 04/17/2025 125806 04.19.25 Cle 101-10300 CLEAN UP DAY CHANGE 200.00 Total 125806:200.00 API GARAGE DOOR INC.04/21/2025 125807 416944908 101-41900-223 GARAGE DOOR REPAIR AT FD Central Services 30.00 API GARAGE DOOR INC.04/21/2025 125807 416944908 101-41900-404 GARAGE DOOR REPAIR AT FD Central Services 212.50 Total 125807:242.50 ATTN: SPECIAL ASSESSMENTS 04/21/2025 125808 38-2025 602-49450-489 SPECIAL ASSESSMENTS Sewer 258.50 ATTN: SPECIAL ASSESSMENTS 04/21/2025 125808 38-2025 239-45694-489 SPECIAL ASSESSMENTS 280.00 Total 125808:538.50 BEAUDRY OIL & SERVICE INC 04/21/2025 125809 2935435 701-49800-212 DEF FLUID Fleet Services 343.41 Total 125809:343.41 BIFFS INC 04/21/2025 125810 INV243232 101-45200-415 BIFF RENTAL-LURTON PARK Parks 121.00 BIFFS INC 04/21/2025 125810 INV243233 101-43100-415 BIFF RENTAL-BRUSH SITE Brush Site 25.92 Total 125810:146.92 BOLTON & MENK INC.04/21/2025 125811 0360495 710-49970-575 24-036 ARCGIS ONLINE UPGRADE PROJECT IT Services 2,767.50 Total 125811:2,767.50 BOYER TRUCKS - ST MICHAEL 04/21/2025 125812 093P31658 701-49800-222 DUMP TRUCK CAB FILTERS Fleet Services 67.16 Total 125812:67.16 CECE'SIGNS INC 04/21/2025 125813 9818 101-43000-222 SAFETY NOTIFICATION VEHICLE AND EQUIPME Public Works Department 83.00 CECE'SIGNS INC 04/21/2025 125813 9818 101-45200-221 SAFETY NOTIFICATION VEHICLE AND EQUIPME Parks 84.00 CECE'SIGNS INC 04/21/2025 125813 9818 101-43000-222 SAFETY NOTIFICATION VEHICLE AND EQUIPME Public Works Department 83.00 10 City of Orono Check Register - COUNCIL REPORT Page: 2 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125813:250.00 CENTRAL PENSION FUND SOU 04/21/2025 125814 04.17.25 FU 101-21705 CENTRAL PENSION FUND 04.17.2025 2,080.00 Total 125814:2,080.00 CENTURYLINK 04/21/2025 125815 04.2025 WT 601-49400-321 WTP PHONE/INTERNET 4/04/2025-5/03/2025 Water 151.38 Total 125815:151.38 CITY OF BLOOMINGTON 04/21/2025 125816 24911 601-49400-489 WACTI BACTI Water 42.00 Total 125816:42.00 DAVEY RESOURCE GROUP IN 04/21/2025 125817 9000103613 225-45200-319 TREE SURVEY & REPORT Parks - Special Revenue Fund 8,500.00 Total 125817:8,500.00 DELANO CARQUEST 04/21/2025 125818 68229-32307 701-49800-222 PD FILTERS DODGE CHARGERS Fleet Services 69.96 DELANO CARQUEST 04/21/2025 125818 6829-322914 701-49800-222 PD 261 BRAKES Fleet Services 348.95 DELANO CARQUEST 04/21/2025 125818 6829-323077 701-49800-222 PD 265 REAR BRAKES Fleet Services 165.09 DELANO CARQUEST 04/21/2025 125818 6829-323151 701-49800-222 PD 261 BRAKES Fleet Services 139.22 DELANO CARQUEST 04/21/2025 125818 6829-323159 701-49800-222 RETURNED BRAKE ROTORS Fleet Services 139.22- DELANO CARQUEST 04/21/2025 125818 6829-323247 701-49800-222 AUXILARY ENGINE BATTERY Fleet Services 157.99 Total 125818:741.99 ECM PUBLISHERS INC 04/21/2025 125819 1042938 101-42400-352 PH FOR B&Z - APR 21 Building & Zoning 132.30 ECM PUBLISHERS INC 04/21/2025 125819 1043082 101-43000-340 PUBLIC WORKS JOB POSTING - SEASONAL WO Public Works Department 302.82 ECM PUBLISHERS INC 04/21/2025 125819 1043082 601-49400-340 PUBLIC WORKS JOB POSTING - SEASONAL WO Water 302.81 ECM PUBLISHERS INC 04/21/2025 125819 1043082 602-49450-340 PUBLIC WORKS JOB POSTING - SEASONAL WO Sewer 302.81 ECM PUBLISHERS INC 04/21/2025 125819 1043083 613-49830-340 GOLF COURSE SEASONAL JOB POSTING Golf Course 901.00 ECM PUBLISHERS INC 04/21/2025 125819 1043084 613-49830-340 GOLF COURSE SEASONAL JOB POSTING Golf Course 901.00 ECM PUBLISHERS INC 04/21/2025 125819 1043085 613-49830-340 GOLF COURSE SEASONAL JOB POSTING Golf Course 129.20 ECM PUBLISHERS INC 04/21/2025 125819 1043086 613-49830-340 GOLF COURSE SEASONAL JOB POSTING Golf Course 129.20 ECM PUBLISHERS INC 04/21/2025 125819 1043087 101-43000-340 PUBLIC WORKS JOB POSTING - SEASONAL WO Public Works Department 116.07 ECM PUBLISHERS INC 04/21/2025 125819 1043087 601-49400-340 PUBLIC WORKS JOB POSTING - SEASONAL WO Water 116.07 ECM PUBLISHERS INC 04/21/2025 125819 1043087 602-49450-340 PUBLIC WORKS JOB POSTING - SEASONAL WO Sewer 116.06 ECM PUBLISHERS INC 04/21/2025 125819 1043855 435-48979-352 25-001 STREET IMPROVEMENT PROJECT BID A 365.40 11 City of Orono Check Register - COUNCIL REPORT Page: 3 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount ECM PUBLISHERS INC 04/21/2025 125819 1460442 602-49450-340 PUBLIC WORKS JOB POSTING - SEASONAL WO Sewer 129.20 Total 125819:3,943.94 FACTORY MOTOR PARTS 04/21/2025 125820 70-586862 701-49800-222 261 POLICE DURANGO ENGINE BELT Fleet Services 34.67 FACTORY MOTOR PARTS 04/21/2025 125820 70-587087 701-49800-222 PD DURANGO ENGINE OIL FILTERS Fleet Services 41.93 Total 125820:76.60 FERGUSON WATERWORKS #25 04/21/2025 125821 0542606 601-49400-227 REPAIR CLAMPS Water 840.90 FERGUSON WATERWORKS #25 04/21/2025 125821 0543950 601-49400-227 REPAIR CLAMPS FOR WATER MAINS Water 2,367.40 Total 125821:3,208.30 FIDELITY SECURITY LIFE INSU 04/21/2025 125822 166735437 101-21716 VISION PLAN 4/2025 313.99 Total 125822:313.99 G&H Distributing & Supply Inc 04/21/2025 125823 00185481 101-43000-222 429 HYDRAULIC HOSE Public Works Department 56.56 Total 125823:56.56 GEHRMAN ANIMAL HOSPITAL 04/21/2025 125824 1454922 437-39630 K9 EXPENSE/VET 66.83 Total 125824:66.83 GOPHER ACE 04/21/2025 125825 024299/1 101-41900-223 TRASH BAGS Central Services 13.99 GOPHER ACE 04/21/2025 125825 024335/1 101-45200-221 NUTS & BOLTS FOR PARK REPAIRS Parks 37.84 GOPHER ACE 04/21/2025 125825 024338/1 101-45200-221 NUTS & BOLTS - PARK REPAIRS Parks 8.80 GOPHER ACE 04/21/2025 125825 024390/1 101-43000-224 ZIP TIES Public Works Department 41.98 GOPHER ACE 04/21/2025 125825 024396/1 101-43000-221 GREASE FOR PM ON BRINE MAKER Public Works Department 18.18 GOPHER ACE 04/21/2025 125825 024400/1 101-41900-401 HAND TV'S IN PD Central Services 38.98 GOPHER ACE 04/21/2025 125825 024404/1 101-41900-401 TV INSTALL MAGNET PD Central Services 7.98 GOPHER ACE 04/21/2025 125825 024412/1 701-49800-215 PRE MIX OIL FOR CHAINSAWS Fleet Services 99.98 GOPHER ACE 04/21/2025 125825 024442/1 101-42260-221 REPLACEMENT PLUG FOR SHORELINE POWER Fire Protection Services 19.99 GOPHER ACE 04/21/2025 125825 04430/1 613-49830-404 KNEE PAD AND KNEELER Golf Course 53.57 GOPHER ACE 04/21/2025 125825 24354/1 101-43000-240 PRESSURE WASHER HOSE FOR PRESSURE W Public Works Department 74.99 GOPHER ACE 04/21/2025 125825 24413/1 602-49450-222 711 AUXILARY WATER PUMP FITTINGS Sewer 7.57 12 City of Orono Check Register - COUNCIL REPORT Page: 4 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125825:423.85 HAWKINS INC 04/21/2025 125826 7036142 601-49400-216 CHLORINE TANKS Water 110.00 Total 125826:110.00 HENNEPIN COUNTY ACCOUNT 04/21/2025 125827 1000244196 101-42110-414 RADIO/MDC LEASES Police Department 3,015.60 Total 125827:3,015.60 IN CONTROL INC.04/21/2025 125828 S-INV02512 601-49400-405 INCONTROL TO FIX OUR SCADA SYSTEM Water 675.50 Total 125828:675.50 International Union Local #49 04/21/2025 125829 04.2025 DUE 101-21707 LOCAL 49 DUES - 04/2025 455.00 Total 125829:455.00 INTOXIMETERS INC 04/21/2025 125830 784637 101-42110-580 NEW PBT ORDERED MAY 2024 Police Department 640.00 INTOXIMETERS INC 04/21/2025 125830 784943 101-42110-221 REPAIR PBT Police Department 222.20 Total 125830:862.20 LANO EQUIPMENT INC 04/21/2025 125831 02-1144594 405-48500-580 MINI EXCAVATOR FROST RIPPER TOOTH Imp Eqpt Outlay 1,874.52 LANO EQUIPMENT INC 04/21/2025 125831 03-1145590 701-49800-221 TOOLCAT REAR TURN SIGNAL ASSEMBLY Fleet Services 54.22 Total 125831:1,928.74 LAPOINTE UTILITIES INC 04/21/2025 125832 ROW24-000 101-22205 ESCROW REFUND - ROW24-000043 - 744 BROW 1,500.00 Total 125832:1,500.00 LAW ENFORCEMENT LABOR S 04/21/2025 125833 04.2025 DUE 101-21707 LELS DUES - LOCAL 168 04/2025 365.00 LAW ENFORCEMENT LABOR S 04/21/2025 125833 04.2025 DUE 101-21707 LELS DUES - LOCAL 40 04/2025 1,387.00 Total 125833:1,752.00 LIGHTSPEED COMMERCE INC.04/21/2025 125834 ORONO-001 710-49970-416 LIGHTSPEED COURSE MANAGEMENT SOFTWA IT Services 2,275.00 13 City of Orono Check Register - COUNCIL REPORT Page: 5 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125834:2,275.00 MACQUEEN EQUIPMENT LLC 04/21/2025 125835 P64166 101-43000-222 460 SWEEPER SIDE PANEL LATCHES Public Works Department 559.65 Total 125835:559.65 METLIFE 04/21/2025 125836 05.2025 ACC 101-21721 ACCIDENT 05.2025 349.80 METLIFE 04/21/2025 125836 05.2025 CRI 101-21721 CRITICAL INS 05.2025 148.14 METLIFE 04/21/2025 125836 05.2025 DEN 101-21709 DENTAL INSURANCE 05/25 3,153.53 METLIFE 04/21/2025 125836 05.2025 HOS 101-21721 HOSPITAL 05.2025 255.62 Total 125836:3,907.09 MHSRC/Range 04/21/2025 125837 337900-1167 101-42110-437 TRAINING - EVOC/PIT REFRESHER/WIEBUSCH Police Department 525.00 MHSRC/Range 04/21/2025 125837 337900-1172 101-42110-437 TRAINING - EVOC/PIT REFRESHER/WITTKE AND Police Department 1,050.00 Total 125837:1,575.00 MN DEPT OF LABOR & INDUST 04/21/2025 125838 Q1 2025 SU 101-20802 2025 QUARTER 1 SURCHARGE - MARCH 3,717.78 MN DEPT OF LABOR & INDUST 04/21/2025 125838 Q1 2025 SU 101-39610 2025 QUARTER 1 SURCHARGE - MARCH 148.87- Total 125838:3,568.91 NCPERS GROUP LIFE INS.04/21/2025 125839 6732000520 101-21710 PERA LIFE 05/2025 400.00 Total 125839:400.00 Oertel Architects, Ltd 04/21/2025 125840 25-06.1 440-48970-304 24-035 PUBLIC WORKS COMMODITIES YARD Public Works Building 3,718.75 Total 125840:3,718.75 ON-SITE MEDICAL SERVICES I 04/21/2025 125841 246433 101-42110-319 ANNUAL HEARING TESTING - PW AND PD Police Department 850.00 ON-SITE MEDICAL SERVICES I 04/21/2025 125841 246433 101-43000-319 ANNUAL HEARING TESTING - PW AND PD Public Works Department 850.00 Total 125841:1,700.00 OPEIU - LOCAL 12 04/21/2025 125842 04.2025 DUE 101-21707 UNION DUES - LOCAL 12 04/2025 992.00 14 City of Orono Check Register - COUNCIL REPORT Page: 6 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125842:992.00 PERFORMANCE KENNELS INC.04/21/2025 125843 3405 437-39630 K9 SUPPLIES 84.00 Total 125843:84.00 SECURITY & SOUND CO 04/21/2025 125844 29576 440-48965-530 COMMUNICATIONS OFFICE - INSTALLED DATA D 598.00 Total 125844:598.00 SiteOne Landscape Supply LLC 04/21/2025 125845 152161560-0 613-49830-225 GOLF COURSE SUPPLIES Golf Course 137.09 SiteOne Landscape Supply LLC 04/21/2025 125845 152216592-0 613-49830-225 GOLF COURSE DRAINAGE PIPE Golf Course 17.21 Total 125845:154.30 STANDARD SPRING PARTS 04/21/2025 125846 409029 701-49800-222 424 FRONT SUSPENSION PARTS Fleet Services 2,235.86 Total 125846:2,235.86 STREICHER'S 04/21/2025 125847 I1755560 101-42110-226 UNIFORMS/SONNEK/PATCHES FOR DEPARTME Police Department 598.00 STREICHER'S 04/21/2025 125847 I1757145 101-42110-226 UNIFORMS/SCHWARZ Police Department 49.99 STREICHER'S 04/21/2025 125847 I1757221 101-42110-226 UNIFORMS/SLIPKA Police Department 353.00 Total 125847:1,000.99 SUN LIFE FINANCIAL 04/21/2025 125848 04.2025 ST 101-21714 STD- 04/2025 1,097.20 SUN LIFE FINANCIAL 04/21/2025 125848 04.2025 SUP 101-21710 LIFE INSURANCE - 04/2025 1,277.62 Total 125848:2,374.82 TACTICAL SOLUTIONS 04/21/2025 125849 10571 101-42110-221 RADAR REPLACEMENT/USED Police Department 1,257.00 Total 125849:1,257.00 THE HARTFORD 04/21/2025 125850 04.2025 LT D 101-21713 LTD 04/2025 1,927.26 Total 125850:1,927.26 UNIFIRST CORPORATION 04/21/2025 125851 1410135378 613-49830-223 RUGS & CLEANING TOWELS-GOLF Golf Course 140.13 15 City of Orono Check Register - COUNCIL REPORT Page: 7 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount UNIFIRST CORPORATION 04/21/2025 125851 1410135423 101-45200-226 UNIFORMS-PARKS Parks 22.10 UNIFIRST CORPORATION 04/21/2025 125851 1410135423 613-49830-226 UNIFORMS-GOLF COURSE Golf Course 22.10 UNIFIRST CORPORATION 04/21/2025 125851 1410135423 101-41900-226 UNIFORMS-FACILITY Central Services 6.50 UNIFIRST CORPORATION 04/21/2025 125851 1410135423 101-43000-226 UNIFORMS - STORMWATER Public Works Department 57.13 UNIFIRST CORPORATION 04/21/2025 125851 1410135423 101-43000-226 UNIFORMS-STREETS Public Works Department 57.13 UNIFIRST CORPORATION 04/21/2025 125851 1410135423 601-49400-226 UNIFORMS PW-WATER DEPT Water 24.66 UNIFIRST CORPORATION 04/21/2025 125851 1410135423 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 24.66 UNIFIRST CORPORATION 04/21/2025 125851 1410135423 701-49800-226 UNIFORMS - FLEET Fleet Services 34.08 UNIFIRST CORPORATION 04/21/2025 125851 1410135423 101-41900-223 MOPS/CLEANING TOWELS Central Services 30.52 UNIFIRST CORPORATION 04/21/2025 125851 1410135423 701-49800-221 SHOP TOWELS - PW Fleet Services 3.91 UNIFIRST CORPORATION 04/21/2025 125851 1410135423 101-43000-404 RUGS-PW Public Works Department 28.73 UNIFIRST CORPORATION 04/21/2025 125851 1410136902 613-49830-223 RUGS & CLEANING TOWELS-GOLF Golf Course 17.74 UNIFIRST CORPORATION 04/21/2025 125851 1410137201 101-45200-226 UNIFORMS-PARKS Parks 16.98 UNIFIRST CORPORATION 04/21/2025 125851 1410137201 613-49830-226 UNIFORMS-GOLF COURSE Golf Course 16.98 UNIFIRST CORPORATION 04/21/2025 125851 1410137201 101-41900-226 UNIFORMS-FACILITY Central Services 6.53 UNIFIRST CORPORATION 04/21/2025 125851 1410137201 101-43000-226 UNIFORMS - STORMWATER Public Works Department 78.89 UNIFIRST CORPORATION 04/21/2025 125851 1410137201 101-43000-226 UNIFORMS-STREETS Public Works Department 78.89 UNIFIRST CORPORATION 04/21/2025 125851 1410137201 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 33.40 UNIFIRST CORPORATION 04/21/2025 125851 1410137201 601-49400-226 UNIFORMS PW-WATER DEPT Water 33.40 UNIFIRST CORPORATION 04/21/2025 125851 1410137201 701-49800-226 UNIFORMS - FLEET Fleet Services 36.70 UNIFIRST CORPORATION 04/21/2025 125851 1410137201 101-41900-223 MOPS/CLEANING TOWELS Central Services 30.52 UNIFIRST CORPORATION 04/21/2025 125851 1410137201 701-49800-221 SHOP TOWELS - PW Fleet Services 3.91 UNIFIRST CORPORATION 04/21/2025 125851 1410137201 101-43000-404 RUGS-PW Public Works Department 28.73 Total 125851:834.32 US Bank Equipment Finance 04/21/2025 125852 553572108 710-49970-413 COPIERS - 04/25 IT Services 1,518.00 US Bank Equipment Finance 04/21/2025 125852 553572108 101-41900-201 OVERAGE - TONER Central Services 138.73 Total 125852:1,656.73 VERIZON WIRELESS 04/21/2025 125853 6110689186 101-43100-321 ARLO CAMERAS - BRUSH SITE Brush Site 80.02 VERIZON WIRELESS 04/21/2025 125853 6110689186 101-45200-321 ARLO CAMERAS - LURTON DOG PARK Parks 80.02 VERIZON WIRELESS 04/21/2025 125853 6110689186 101-42110-321 ARLO CAMERAS - PD Police Department 80.02 VERIZON WIRELESS 04/21/2025 125853 6110689186 101-41900-321 ARLO CAMERAS - SPARE Central Services 40.01 Total 125853:280.07 W.S. DARLEY & CO.04/21/2025 125854 17555422 415-42260-580 NOZZLES AND OTHER ITEMS FOR E2 Fire Capital 5,982.69 W.S. DARLEY & CO.04/21/2025 125854 17555446 101-42260-240 STREAM SHAPER FOR L1 Fire Protection Services 319.89 16 City of Orono Check Register - COUNCIL REPORT Page: 8 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125854:6,302.58 Wright-Hennepin Coop Electric 04/21/2025 125855 3503207569 101-43100-381 BRUSH SITE 03/01/25-04/01/25 Brush Site 24.67 Wright-Hennepin Coop Electric 04/21/2025 125855 3503207569 613-49830-381 GC SECURITY TO 05/31/2025 Golf Course 43.30 Wright-Hennepin Coop Electric 04/21/2025 125855 3503207569 101-43000-381 ELECTRICAL SERVICE 03/01/25-04/01/25 Public Works Department 176.40 Total 125855:244.37 ZUMBRO TOOLS 04/21/2025 125856 0205251339 701-49800-240 MECHANICS TOOLS Fleet Services 70.25 ZUMBRO TOOLS 04/21/2025 125856 0212251368 701-49800-240 MECHANICS TOOLS Fleet Services 403.25 ZUMBRO TOOLS 04/21/2025 125856 0219251393 701-49800-240 MECHANICS TOOLS Fleet Services 631.50 ZUMBRO TOOLS 04/21/2025 125856 0226251418 701-49800-240 MECHANICS TOOLS Fleet Services 540.50 ZUMBRO TOOLS 04/21/2025 125856 0326251509 701-49800-240 MECHANICS TOOLS Fleet Services 746.00 ZUMBRO TOOLS 04/21/2025 125856 0416251576 701-49800-240 MECHANICS TOOLS Fleet Services 224.75 Total 125856:2,616.25 BRAUN INTERTEC 04/28/2025 125857 B425268 440-48970-304 24-035 PW AND PARKS COMMODITIES AND SAL Public Works Building 7,000.00 Total 125857:7,000.00 CITY OF MONTICELLO 04/28/2025 125858 0035061 101-42110-317 ANIMAL CARE/MOUND CASE Police Department 208.00 Total 125858:208.00 DELANO CARQUEST 04/28/2025 125859 6829-323290 701-49800-222 DUMP TRUCK ENGINE OIL FILTERS Fleet Services 99.57 DELANO CARQUEST 04/28/2025 125859 6829-323462 701-49800-222 427 HUB FLUID Fleet Services 20.96 Total 125859:120.53 DOCK & LIFT INC 04/28/2025 125860 516337 101-45200-221 DOCK INSTALL Parks 360.00 Total 125860:360.00 DVS RENEWAL 04/28/2025 125861 MAZDA TAB 101-42110-441 TABS UNIT/276 Police Department 55.25 Total 125861:55.25 EARL F ANDERSEN & ASSOC 04/28/2025 125862 0139125-IN 101-43000-224 SIGN FOR DIST. 2 Public Works Department 959.55 17 City of Orono Check Register - COUNCIL REPORT Page: 9 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125862:959.55 ECM PUBLISHERS INC 04/28/2025 125863 1044052 601-49400-340 PUBLIC WORKS JOB POSTING - SEASONAL Water 297.85 ECM PUBLISHERS INC 04/28/2025 125863 1044052 602-49450-340 PUBLIC WORKS JOB POSTING - SEASONAL WO Sewer 297.85 ECM PUBLISHERS INC 04/28/2025 125863 1044052 101-43000-340 PUBLIC WORKS JOB POSTING- SEASONAL Public Works Department 297.86 Total 125863:893.56 FACTORY MOTOR PARTS 04/28/2025 125864 70-587456 701-49800-222 VEHICLE BATTERY Fleet Services 138.96 Total 125864:138.96 GENUINE PARTS COMPANY/NA 04/28/2025 125865 621906 701-49800-221 AUXILARY JETTER ENGINE OIL FILTER Fleet Services 21.33 Total 125865:21.33 GOPHER ACE 04/28/2025 125866 024434/1 613-49830-221 GOLF SPRAYER FOR TOOLCAT Golf Course 4.98 GOPHER ACE 04/28/2025 125866 024434/1 701-49800-222 VEHICLE PARTS Fleet Services 17.35 GOPHER ACE 04/28/2025 125866 024475/1 101-43000-226 PPE FOR HUNTER STEIN Public Works Department 208.98 GOPHER ACE 04/28/2025 125866 024475/1 101-43000-224 SIGN BOLTS Public Works Department 137.98 GOPHER ACE 04/28/2025 125866 024475/1 101-43000-240 POWER TOOLS FOR STREETS CREWS Public Works Department 850.00 GOPHER ACE 04/28/2025 125866 024475/1 101-43000-224 CREDIT Public Works Department 80.00- GOPHER ACE 04/28/2025 125866 24445/1 101-43000-224 NUT AND BOLT Public Works Department 1.10 GOPHER ACE 04/28/2025 125866 24473/1 613-49830-404 PARTS FOR IRRIGATION SYSTEM AT GOLF COU Golf Course 13.50 GOPHER ACE 04/28/2025 125866 24481/1 101-41900-404 PD TV INSTALL Central Services 13.99 Total 125866:1,167.88 GRAFIX SHOPPE 04/28/2025 125867 162595 101-42110-550 SQUAD SETUPS/276 Police Department 203.72 Total 125867:203.72 GRANICUS LLC 04/28/2025 125868 201727 614-49840-329 STREAMING LICENSE AND AGENDA MGMT 05/0 Cable Franchise 30,378.39 Total 125868:30,378.39 HENNEPIN COUNTY ACCOUNT 04/28/2025 125869 1000238290 101-42110-319 EMBEDDED SOCIAL WORKER 2025 Police Department 12,633.00 HENNEPIN COUNTY ACCOUNT 04/28/2025 125869 1000245313 101-41600-309 JAIL CHARGES/ALL CITIES Law/Legal Services 248.60 18 City of Orono Check Register - COUNCIL REPORT Page: 10 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125869:12,881.60 HIGHVIEW PLUMBING INC 04/28/2025 125870 17551 602-49450-319 I&I INSPECTIONS Sewer 1,000.00 Total 125870:1,000.00 HOTSY MINNESOTA 04/28/2025 125871 25045 101-41900-404 OPW/PARKS BDLG. PRESSURE WASHER REPAI Central Services 1,887.68 Total 125871:1,887.68 KYLE KIRSCHNER 04/28/2025 125872 04.2025 K. KI 101-42110-437 TRAINING / KIRSCHNER Police Department 287.76 Total 125872:287.76 MEB ENTERPRISE INC 04/28/2025 125873 1228 601-49400-405 TASK 91991 Water 8,281.00 Total 125873:8,281.00 METROPOLITAN COUNCIL ENVI 04/28/2025 125874 0001186438 602-49450-441 2025 INDUSTRIAL DISCHARGE PERMIT Sewer 525.00 Total 125874:525.00 MHSRC/Range 04/28/2025 125875 337900-1173 101-42110-437 TRAINING - EVOC/PIT REFRESHER/BECK Police Department 525.00 Total 125875:525.00 MITCH WIESE 04/28/2025 125876 04.2025 BO 101-45200-226 WORK BOOT REIMBURSEMENT Parks 328.20 Total 125876:328.20 MOUND TRUE VALUE 04/28/2025 125877 196943 101-42110-228 RANGE SUPPLIES Police Department 12.98 MOUND TRUE VALUE 04/28/2025 125877 196944 101-42110-228 RANGE SUPPLIES Police Department 15.99 Total 125877:28.97 NORTH CENTRAL INTERNATIO 04/28/2025 125878 X225035645:701-49800-222 427 FRONT WHEEL BEARINGS Fleet Services 293.57 Total 125878:293.57 19 City of Orono Check Register - COUNCIL REPORT Page: 11 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount NORTHSTAR RENOVATIONS LL 04/28/2025 125879 LA24-000067 101-22205 ESCROW REFUND - LA24-000067 - 2691 ETHEL 700.00 Total 125879:700.00 ODP BUSINESS SOLUTIONS LL 04/28/2025 125880 4183674680 101-41900-201 KLEENEX Central Services 74.09 ODP BUSINESS SOLUTIONS LL 04/28/2025 125880 4183674680 101-41900-201 BLACK GEL PENS Central Services 25.98 Total 125880:100.07 Oertel Architects, Ltd 04/28/2025 125881 25-06.2 440-48970-304 24-035 PUBLIC WORKS COMMODITIES YARD Public Works Building 1,400.00 Total 125881:1,400.00 ONSITE DRUG TESTING & CON 04/28/2025 125882 01909 101-45200-319 DRUG TESTING-WIESE Parks 435.00 Total 125882:435.00 REVISION STONEWOOD 04/28/2025 125883 RPS25-0000 101-20802 BP REFUND - RPS25-000033-1785 CONCORDIA 47.00 REVISION STONEWOOD 04/28/2025 125883 RPS25-0000 101-32510 BP REFUND - RPS25-000033-1785 CONCORDIA 1,135.95 REVISION STONEWOOD 04/28/2025 125883 RPS25-0000 101-34410 BP REFUND - RPS25-000033-1785 CONCORDIA 738.37 Total 125883:1,921.32 RYAN AUTO MALL 04/28/2025 125884 273811 701-49800-222 PD CHARGER 267 ENGINE PARTS Fleet Services 101.75 Total 125884:101.75 SECURITY & SOUND CO 04/28/2025 125885 29603 231-45650-570 EOC UPGRADES 30,600.00 Total 125885:30,600.00 STONEWOOD 04/28/2025 125886 LA25-000003 101-22205 ESCROW REFUND - LA25-000003 - 155 WEAR L 700.00 STONEWOOD 04/28/2025 125886 RPS22-0000 101-22205 ESCROW REFUND - RPS22-000062 - 1050 MOON 1,000.00 Total 125886:1,700.00 TERMINAL SUPPLY CO 04/28/2025 125887 22633-00 101-43000-224 SIGN BOLTS Public Works Department 534.75 Total 125887:534.75 20 City of Orono Check Register - COUNCIL REPORT Page: 12 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount TWIN CITY SEED COMPANY 04/28/2025 125888 200747 613-49830-223 GRASS SEED Golf Course 232.50 Total 125888:232.50 WHITE, ANTHONY 04/28/2025 125889 04.2025 WHI 101-42110-226 UNIFORMS/WHITE Police Department 138.52 WHITE, ANTHONY 04/28/2025 125889 04.2025 WHI 101-42110-439 MEETING EXPENSES - WHITE Police Department 21.50 Total 125889:160.02 XCEL ENERGY 04/28/2025 125890 924070569 101-43000-386 OCB TRAFFIC SIGNAL 03/20/25-04/20/25 Public Works Department 134.39 Total 125890:134.39 AMAZON CAPITAL SERVICE 04/21/2025 20130658 11QQ-XTWD 101-42260-201 AA BATTERIES Fire Protection Services 13.88 AMAZON CAPITAL SERVICE 04/21/2025 20130658 11QQ-XTWD 101-42260-223 PAPER TOWELS Fire Protection Services 75.70 AMAZON CAPITAL SERVICE 04/21/2025 20130658 11QQ-XTWD 101-42260-215 WHEEL AND TIRE CLEANER Fire Protection Services 37.29 AMAZON CAPITAL SERVICE 04/21/2025 20130658 11QQ-XTWD 101-42260-215 PLASTIC SPRAY BOTTLES Fire Protection Services 12.97 AMAZON CAPITAL SERVICE 04/21/2025 20130658 11QQ-XTWD 101-42260-215 INTERIOR CAR CLEANER Fire Protection Services 34.97 AMAZON CAPITAL SERVICE 04/21/2025 20130658 11QQ-XTWD 101-42260-215 INTERIOR CAR CLEANER Fire Protection Services 28.95 AMAZON CAPITAL SERVICE 04/21/2025 20130658 11QQ-XTWD 101-42260-215 SPRAY CAR WAX Fire Protection Services 29.97 AMAZON CAPITAL SERVICE 04/21/2025 20130658 11QQ-XTWD 101-42260-215 TIRE DRESSING Fire Protection Services 59.99 AMAZON CAPITAL SERVICE 04/21/2025 20130658 11QQ-XTWD 101-42260-201 PLASTIC CLIPBOARDS Fire Protection Services 21.73 AMAZON CAPITAL SERVICE 04/21/2025 20130658 11QQ-XTWD 101-42260-201 ENVELOPES Fire Protection Services 8.46 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1HW3-VV6X-602-49450-443 USB STICKS FOR SEWER CAMERA Sewer 29.99 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1L3Y-F337-T 101-41900-223 BUILDING CLEANING SUPPLIES Central Services 137.38 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1L3Y-F337-T 613-49830-240 GOLF PUSH CARTS Golf Course 461.80 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1N4K-K79Y-710-49970-221 IT SUPPLIES - PD IT Services 237.21 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1N4K-K79Y-710-49970-221 IT SUPPLIES - CITY IT Services 405.11 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1N4K-K79Y-710-49970-221 IT SUPPLIES - PARKS IT Services 54.14 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1N4K-K79Y-710-49970-221 IT SUPPLIES - PWORKS IT Services 19.99 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1TLP-MRF4-701-49800-221 EQUIPMENT FIRST AID AND FIRE EXTINGUISHE Fleet Services 54.90 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1TLP-MRF4-701-49800-222 EQUIPMENT FIRST AID AND FIRE EXTINGUISHE Fleet Services 54.90 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1YX6-X4GF-101-43000-224 POWER STRIP COVER / ORGINIZER Public Works Department 37.99 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1YX6-X4GF-101-43000-226 HIGH VISIBILTY SHIRTS HUNNTER Public Works Department 50.99 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1YX6-X4GF-101-43000-224 SCREEN CLEANER X2 Public Works Department 16.98 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1YX6-X4GF-101-43000-224 PLASTIC BINS FOR SCREWS Public Works Department 48.24 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1YX6-X4GF-101-43000-224 MILWAUKEE 6AH BATTERY X2 Public Works Department 169.98 AMAZON CAPITAL SERVICE 04/21/2025 20130658 1YX6-X4GF-101-43000-224 FIRST ADD SUPPLIES FOR TRUCKS(NEW MED Public Works Department 92.20 21 City of Orono Check Register - COUNCIL REPORT Page: 13 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 20130658:2,195.71 INNOVO BENEFITS ADMINISTR 04/21/2025 20130659 1511068 601-49400-135 HEALTH INSURANCE - 05.2025-BR Water 730.68 INNOVO BENEFITS ADMINISTR 04/21/2025 20130659 1511068 101-15998 HEALTH INSURANCE - 05.2025 AJ 730.68 INNOVO BENEFITS ADMINISTR 04/21/2025 20130659 1511068 101-42110-135 HEALTH INSURANCE - 05.2025-DM Police Department 730.68 INNOVO BENEFITS ADMINISTR 04/21/2025 20130659 1511068 101-42110-135 HEALTH INSURANCE - 5.2025-JW Police Department 730.68 INNOVO BENEFITS ADMINISTR 04/21/2025 20130659 1511068 601-49400-135 HEALTH INSURANCE - 05.2025-SO Water 730.68 INNOVO BENEFITS ADMINISTR 04/21/2025 20130659 1511068 101-21706 HEALTH INSURANCE - 05.2025 70,159.44 Total 20130659:73,812.84 LOGIS-WIRE 04/21/2025 20130660 136021 101-42110-310 POLICE MOBILES Police Department 2,485.00 LOGIS-WIRE 04/21/2025 20130660 136021 101-42110-310 POLICE CAD Police Department 4,913.00 LOGIS-WIRE 04/21/2025 20130660 136021 101-42110-310 POLICE RECORDS Police Department 18,948.00 LOGIS-WIRE 04/21/2025 20130660 136021 710-49970-311 HOSTED SERVER - OR WATCHGUARD IT Services 3,292.00 LOGIS-WIRE 04/21/2025 20130660 136021 710-49970-311 HOSTED SERVER - OR-AD01 IT Services 349.00 LOGIS-WIRE 04/21/2025 20130660 136021 710-49970-311 HOSTED SERVER - OR-AD02 IT Services 635.00 LOGIS-WIRE 04/21/2025 20130660 136021 710-49970-311 HOSTED SERVER - OR-APPS2 IT Services 2,278.00 LOGIS-WIRE 04/21/2025 20130660 136021 710-49970-311 HOSTED SERVER - OR-FS1 IT Services 3,243.00 LOGIS-WIRE 04/21/2025 20130660 136021 710-49970-311 HOSTED SERVER - RELAY IT Services 340.00 LOGIS-WIRE 04/21/2025 20130660 136021 710-49970-311 HOSTED SERVER - OR-MAIL01 IT Services 690.00 LOGIS-WIRE 04/21/2025 20130660 136021 710-49970-311 HOSTED BACKUPS IT Services 4,464.00 LOGIS-WIRE 04/21/2025 20130660 136021 710-49970-311 HOSTED COMPLIANCE ARCHIVE IT Services 1,775.00 LOGIS-WIRE 04/21/2025 20130660 136021 710-49970-311 HOSTED WIRELESS NETWORK MGMT IT Services 1,054.00 LOGIS-WIRE 04/21/2025 20130660 136021 710-49970-329 FIBER OPTIC SERVICES IT Services 600.00 LOGIS-WIRE 04/21/2025 20130660 136021 710-49970-329 INTERNET IT Services 1,986.00 LOGIS-WIRE 04/21/2025 20130660 145003 710-49970-416 MICROSOFT LICENSE RENEWAL IT Services 12,281.79 LOGIS-WIRE 04/21/2025 20130660 145003 710-49970-416 INSIGHT PUBLIC SECTOR IT Services 382.83 LOGIS-WIRE 04/21/2025 20130660 145003 710-49970-319 MP NEXLEVEL IT Services 198.63 LOGIS-WIRE 04/21/2025 20130660 145003 710-49970-416 INCIDENT - OR LIQUIDFILES IT Services 249.00 LOGIS-WIRE 04/21/2025 20130660 145003 710-49970-319 GOPHER STATE LOCATES IT Services 1.35 LOGIS-WIRE 04/21/2025 20130660 146016 710-49970-221 SOFT TOKEN - COMMUNICATIONS SPECIALIST IT Services 15.00 LOGIS-WIRE 04/21/2025 20130660 148026 710-49970-311 NETWORK SERVICE - SERVER HALO & PHASE IT Services 1,720.00 Total 20130660:61,900.60 MEDSURETY LLC 04/21/2025 20130661 MFSA Funds 101-21719 MFSA 3.7.25-4.13.25 FUNDS 21.00 22 City of Orono Check Register - COUNCIL REPORT Page: 14 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 20130661:21.00 MSTS RECEIVABLES LLC 04/21/2025 20130662 45d2da08 701-49800-240 MECHANICS TOOLS FOR SERVICE TRUCK Fleet Services 856.42 Total 20130662:856.42 STREET FLEET EXPEDITED LL 04/21/2025 20130663 575277 701-49800-222 424 FRONT LEAF SPRING PARTS Fleet Services 105.92 Total 20130663:105.92 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42110-439 FIRST RESPONDER Police Department 10.48 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42110-439 TRAINING/WEIGHT ENFORCEMENT Police Department 10.48 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42110-352 AWARDS/PLAQUE Police Department 6.00 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42110-437 TRAINING/ETI PARKING Police Department 34.00 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42110-437 TRAINING/ETI ROOM FOR WITTKE AND SONNE Police Department 166.93 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42110-226 USE OF FORCE/TASER HOLSTER(S)Police Department 151.83 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42110-437 TRAINING/BCA KIRSCHNER Police Department 300.00 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42110-322 SHIPPING EQUIPMENT Police Department 16.61 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42110-352 SHIPPING EQUIPMENT Police Department 19.04 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42110-437 TRAINING/ETI SILTALA Police Department 526.74 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-19999 MISC CHARGES REFUND 10.22- CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-43000-240 NEW TOOLS 406 Public Works Department 570.63 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-43000-437 BRIAN AND HUNTER CLASS FOR PESTICIDES Public Works Department 550.00 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42110-433 PELOTON MEMBERSHIP Police Department 47.76 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42110-402 CAR WASH #261 Police Department 23.07 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-41300-489 WELCOME BREAKFAST - COMMUNICATIONS SP Administration 65.44 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-41300-489 WELCOME BREAKFAST - COMMUNICATIONS SP Administration 8.00 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 710-49970-416 ADOBE PHOTOSHOP AND LIGHTROOM IT Services 260.33 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-41300-489 WELCOME BREAKFAST - COMMUNICATIONS SP Administration 69.65 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-41430-437 GOVERNMENT SOCIAL MEDIA CONFERENCE Communications 919.00 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-41300-437 CLERKS INSTITUTE - NOLA Administration 340.00 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-41110-439 CITY COUNCIL MEALS 04/14/2025 Mayor & Council 115.93 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 710-49970-416 CANVA GRAPHIC DESIGN SUBSCRIPTION IT Services 120.00 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-41430-437 GOVERNMENT SOCIAL MEDIA CONFERENCE A Communications 291.38 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-41430-437 GOVERNMENT SOCIAL MEDIA CONFERENCE T Communications 305.98 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 710-49970-416 HOOTSUITE CONTENT PLANNING SOCIAL MEDI IT Services 900.00 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-41110-439 CITY COUNCIL MEALS 03/24/2025 Mayor & Council 103.60 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 710-49970-575 LAPTOP FOR ADAM IT Services 1,736.41 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 710-49970-575 LAPTOP - TO BE REFUNDED IT Services 161.57 23 City of Orono Check Register - COUNCIL REPORT Page: 15 Check Issue Dates: 4/15/2025 - 4/28/2025 Apr 24, 2025 07:16AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 710-49970-221 FLEET QR CODES IT Services 105.54 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-41900-221 AED BATTERY REPLACEMENT PW Central Services 264.14 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-43100-223 REPLACEMENT HEATER BRUSH SITE Brush Site 184.21 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42260-240 CRIBBING BAG FOR ENGINE Fire Protection Services 75.98 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42260-219 SHARPS CONTAINER Fire Protection Services 30.90 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42260-240 HOSE STRAPS Fire Protection Services 296.11 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42260-240 THREAD PROTECTORS FOR NOZZLES Fire Protection Services 108.50 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42260-226 HELMET SHIELDS Fire Protection Services 145.97 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42260-221 SUPPLIES FOR TRAINING PROP Fire Protection Services 152.35 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42260-219 SUCTION DEVICE Fire Protection Services 518.64 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42260-437 HOTEL FOR TRAINING CONFERENCE Fire Protection Services 488.39 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42260-402 CAR WASH FOR #506 Fire Protection Services 15.00 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 613-49830-092 POP Golf Course 56.94 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 613-49830-094 WATER Golf Course 8.38 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 613-49830-201 GC PRINTER Golf Course 192.51 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 613-49830-221 DISH SOAP Golf Course 10.38 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 613-49830-093 SNACKS & CANDY Golf Course 436.84 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 710-49970-311 ZOOM SUBSCRIPTION IT Services 15.99 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-42260-319 BACKGROUND CHECK - FIRE Fire Protection Services 161.80 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 101-45200-319 BACKGROUND CHECK - PARKS Parks 59.90 CARDMEMBER SERVICE 04/28/2025 20130664 04.2025 CAR 613-49830-319 BACKGROUND CHECK - GOLF Golf Course 119.80 Total 20130664:11,268.91 MEDSURETY LLC 04/28/2025 20130665 4.23.25 DCA 101-21719 DCAP J. CUTA 625.00 Total 20130665:625.00 Grand Totals: 330,967.15 24 Date: April 28, 2025 Item: 3 Presenter: Adam Edwards, City Administrator / Engineer Section: Consent Agenda Title: Upcoming Work Session and Council Training Schedule 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 Date Subject 13 Jan 14 Jul 27 Jan Council Code of Conduct 28 Jul General Fund Budget UpdateSpecial Elections Council Goals 10 Feb Council Code of Conduct (Part 2) 11 Aug 24 Feb Interview Commissioner Applicants (Parks/Planning)25 Aug Enterprise Budget Update 10 Mar Fire Service Coverage Discussion 8 Sep Preliminary Levy / Budget 14 Apr Joint Meeting With Parks Commission 22 Sep 28 Apr Street Maintenance 2026 Average Lakeshore set back (Part 6)13 Oct Draft Capital Improvement Plans 12 May Request for Proposal (RFP) process summary 27 Oct Draft Capital Improvement Plans 27 May City Goals and Vision Discussion - Comp Plan look ahead 10 Nov 9 Jun Social Media Policy and Procedures 24 Nov Fee Schedule Update 23 Jun Preliminary Budget Guidance 2026 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 Subject Location Staff Lead March 7, 8:30- 10:00 Salt and Commodities Tours Wayzata and Medina DJ AGENDA ITEM 25 April 4, 10:00- 12:00 Orono's Conservation Design Code Orientation Council Chambers Laura 3.Staff Recommendation: I recommend the next work session occur as scheduled. COUNCIL ACTION REQUESTED Move to approve the draft work session schedule. 26 Date: April 28, 2025 Item: 4 Presenter: Adam Edwards, City Administrator / Engineer Section: Consent Agenda Title: Annual Performance Review of the City Administrator 1.Purpose: The purpose of this item is to summarize the closed session held on April 14 to review City Administrator Adam Edwards’ performance in 2024. 2.Background: Pursuant to the State’s Open Meeting Law, Minn. Stat. Section 13D.05, Subd. 3(a), the City Council conducted a closed meeting as part of its February 24, 2025 regular council meeting to evaluate the performance of City Administrator/ City Engineer Adam Edwards in 2024. 3.Summary: The Mayor, all Council Members, as well as Administrator Adam Edwards and City Attorney Soren Mattick attended the closed session. At the meeting, the council began a review. Due to the extreme lateness of the hour a follow up session is recommended for one of the May meetings. 4.Staff Recommendation: I recommend we reconvene at one of the May council meetings to complete this activity. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve this summary. 27 Date: April 28, 2025 Item: 5 Presenter: James Van Eyll, Fire Chief Section: Consent Agenda Title: Resignation of Firefighters 1.Purpose: The purpose of this agenda item is to accept the resignations of four firefighters (three part-time and one paid-on-call). AGENDA ITEM COUNCIL ACTION REQUESTED Motion to accept the resignations of Part-Time Firefighter Thomas Brown, Part-Time Firefighter Steph Erven, Part-Time Firefighter Shawn Laughton, and Paid-On-Call Firefighter Ben Carlson. 28 Date: April 28, 2025 Item: 6 Presenter: Joe Ruthenberg, Superintendent - Parks, Facilities Section: Consent Agenda Title: Hire Seasonal Employees 1.Purpose: The purpose of this agenda item is to gain approval of hiring summer seasonal employees. 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 Jon Steinmetz Clubhouse Attendant $16.00 New Hire Thomas Gibbs Parks & Golf Maintenance $14.50 New Hire AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve hiring the seasonal employees listed in the table above. 29 Date: April 28, 2025 Item: 7 Presenter: Joe Ruthenberg, Superintendent - Parks, Facilities Section: Consent Agenda Title: Donation to Summit Beach Park - Resolution 7581 1.Purpose: The purpose of this agenda item is to accept a donation to be used towards the purchase of a bench to be placed at Summit Beach Park. 2.Background: The City has established a Park Donation Program to give individuals, families, and organizations the ability to enrich and grow our parks, trails and open spaces. As part of this program, the City has received a donation from Brad Erickson in the amount of $650.00. The donation is for the purchase of a park bench to be installed at Summit Beach Park. By accepting this donation the City is agreeing to install a bench at the specified location. Authority for cities to accept donation is granted by Minnesota Statute 465.03 which authorizes Minnesota cities to “accept or devise of real or personal property and maintain such property for the benefit of its citizens in accordance with the terms prescribed by the donor.” All donations must be accepted by resolution with a 2/3 vote of the Council. 3.Staff Recommendation: Staff recommends acceptance of the donation and the installation of a bench at Summit Beach Park. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to accept the donation of $650 from Brad Erickson for the installation of a bench at Summit Beach Park. Exhibits A. Resolution 7581 Donation 30 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7581 A RESOLUTION ACCEPTING A DONATION WHEREAS, the city of Orono is authorized by Minn. Stat. 465.03 to accept donations of real and personal property for the benefit of its citizens and is specifically authorized to accept gifts; WHEREAS, Brad Erickson has offered to donate $650.00 to city of Orono for the purchase of a park bench to be installed at Summit Beach Park; and WHEREAS, the donation is for the benefit of its residents; and WHEREAS, the City Council finds that it is appropriate to accept the donation. RESOLVED that the Orono City Council gratefully accepts the donation to be used by the city of Orono. FURTHER, staff will acknowledge receipt of the donation expressing appreciation. Adopted by the City Council of Orono, Minnesota at a regular meeting held April 28, 2025. ATTEST:CITY OF ORONO _____________________________________________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 31 Date: April 28, 2025 Item: 8 Presenter: Joe Ruthenberg, Superintendent - Parks, Facilities Section: Consent Agenda Title: Donation to Lurton Dog Park - Resolution 7578 1.Purpose: The purpose of this action item is to gain approval to accept a donation to the city. 2.Background: Jan Harris has made a donation to the Lurton Park Fund to support the dog park operation. 3.Donations Received: $5.00 cash donation. 4.Staff Recommendation: I recommend the city accept the donation of $5.00. AGENDA ITEM COUNCIL ACTION REQUESTED Motion for approval to accept donation of $5 from Jan Harris. Thank you Jan Harris for your kind and generous donation to the Susan E. Luton Dog Park. Exhibits Resolution_7578_Donation.docx 32 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7578 A RESOLUTION ACCEPTING A DONATION WHEREAS, the city of Orono is authorized by Minn. Stat. 465.03 to accept donations of real and personal property for the benefit of its citizens and is specifically authorized to accept gifts; WHEREAS, Jan Harris has offered to donate $5.00 to city of Orono for the Susan E. Lurton Nature and Off Leash Dog Park; and WHEREAS, the donation is for the benefit of its residents; and WHEREAS, the City Council finds that it is appropriate to accept the donation. RESOLVED that the Orono City Council gratefully accepts the donation to be used by the city of Orono. FURTHER, staff will acknowledge receipt of the donation expressing appreciation. Adopted by the City Council of Orono, Minnesota at a regular meeting held April 28, 2025. ATTEST:CITY OF ORONO _____________________________________________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 33 Date: April 28, 2025 Item: 9 Presenter: DJ Goman, Public Works Superintendent Section: Consent Agenda Title: Pavement Maintenance - Crack Sealing 1.Purpose: The purpose of this action item is to gain Council approval for the 2025 Streets Maintenance Crack Sealing project. 2.Background: Crack sealing is a routine preventive road maintenance process. 3.Scope: The identified streets shall have their cracks and routed, cleaned and sealed. Spot sealing will be required on areas with a concentration of small cracks. 4.Cost: Public Works received quotes from 2 contractors for crack sealing. A summary of the quotes received are listed in the table below. The lowest quote was from MP Asphalt Maintenance INC for $12,950.00 Contractor Total Quote MP Asphalt Maintenance INC $12,950.00 Allied Blacktop Company $22,050.00 Astech Corp.No Bid 5.Funding: The project will be funded from the pavement management fund. The 2025 Public works plan and CIP allocated $50,000 contracted pavement preventive maintenance. 6.Staff Recommendation: I recommend acceptance of the quote provided by MP Asphalt for $12,950.00 AGENDA ITEM COUNCIL ACTION REQUESTED Motion to authorize MP Asphalt Company to complete the 2025 Street Maintenance crack sealing project for $12,950.00 Exhibits 34 Copy of Roads for Crack Sealing 2025.xlsx 1_52_17 PMMPAsphaltMaintenance_Estimate_City of Orono.pdf Orono Crack Seal Proposal.pdf 35 Year Road Year 2024 Orchard Park Road 2024 Partenwood Rd / Lane Willow Drive Southh of Fox to Brown 2023 Fox Street Brown to Orono Orchard Townline Road W/ Medina 2022 Turnham Chippawa Lane High Lane West Lake Street Linden Park Ave 2023 Oak Street Fairview Cottage Lane Lakeview Terrrace Country Club Road Long Lake Blvd Dakota Ave Dickensen Street Orono Lane Arbor St Crystal Ave Prospect Ave 2021 Park Lane Elm Street Eileen Street West Navarre ( Blaine Crystal, Lyric) East Navarre ( Bayview Pl., Olive, Navarre Lane, Lafayette Ridge Court, Kenwood Way.)2022 Cacsco Point 3000 Block Casco Cirle 2020 Smith Ave Lyman Ave Fox Street (Willow to Brown) Bliar St. Togo Road Livinston Ave to Blaine Navarre Ave Rest Point Lane Windjammer 36 2019 Forest Arms Lane, East Long Lake Road, Tonkaview Lane, Chevy Chase Drive 2018 West Lafayette Road Wildhurst Trail Forest Lake Landing Minnetonka Highlands Lane Linden Lane Vine Place Lyric Ave to Blaine Forest Arms Lane Leaf Street Old Crystal Bay Rd CR. 6 to 112 2017 East Lake St, Tonka Ave, Northern Ave, Minnetonka Ave, Post Office 2016 Hunter Tamerack Watertown Road East of Willow 2015 Watertown Road Turnham to Willow Stubbs Watertown to Bayside Baulder Park Road 2014 Rest Point Road / Circle 2013 Willow Drive Drive North of 112 WillowBrooke Drive 2012 Orono Orchard Road 2011 2010 Willow Drive South LL Border to Fox St. 2009 Casco Point 15 to ?? 2008 Park Ave. Forest Arms Farview Lane Willow Watertown to hwy 12 Hackberry Maple Elm Fagerness point Area Loma Linda Elmwood 37 Park Drive Maple Minnie Mapleridge Railroad Ave 2007 2006 McCulley Rd. 2005 2004 2003 OCB 12 to Fox 38 Road Year 2025 CHIPPEWA LA LAKEVIEW TER NAVARRE LA ORONO ORCHARD RD BAYVIEW PL Blaine Ave CRYSTAL PL Rest Point Lane Wind Jammer WEBBER HILLS RD SPATES-PATCH Old Beach Road (From 2314-Cul-de-sac) Mapleridge lane Pheasant Road Kelly Avenue Lydiard Avenue and Lydiard Circle Carman Street Casco Avenue Ethel Avenue Caroline Avenue Dunwoody Avenue Livingston Avenue (Fire Station end) Lyric Avenue Fagerness Point Road Concordia Street Webb Street Corral Road Chevy Chase Dr East Lake St Forest Arm Vine Pl Wildhurst Trail Forest Lake Landing Tonkaview Ln Stubbs Bay (from Watertown to County Road 84) Tonka Ave 39 40 2025 City of Orono Crack seal 2750 Kelly Parkway Long Lake, MN 55356 https://mpasphalt.net 3315 Aetna Ave NE Buffalo, MN 55313 763-402-3526 Brent Weldon City of Orono 2750 Kelly Parkway 55356 (952) 249-4670 bweldon@ci.orono.mn.us Matt Leaf CEO (763) 402-3526 matt@mpasphalt.net Proposal Submitted To Work to be Performed At Company Contact PROPOSAL 2/26/2025 41 Brent Weldon City of Orono 2025 City of Orono Crack seal 2750 Kelly Parkway Long Lake, MN 55356 ESTIMATE DATE: 2/26/2025 https://mpasphalt.net Crack sealing ($12,950) Crack sealing Roads on provided list does not include chip seal crack seal only. Crack sealing Singular cracks that are 1/4 inch - 1.5" and not in alligatored areas will be routed. chip sealed roads will not be routed. with a mechanical routing machine 3/4 by 3/4 and thoroughly cleaned of all foreign matter with backpack or push power blower . The cracks will be properly sealed using the state-of-the-art, oil-jacketed crack sealing system with a rubberized hot pour material. In the oil-jacketed system the material is hydraulically agitated, then pressure fed through an oil-jacketed pump and injected under pressure directly into the crack at the optimum temperature to prevent decomposition of the material and to maximize adhesion. Not all cracks will be filled Cracks wider than 1.5" will not be filled Cracks less than an 1/8" will not be filled. Any Cracks shorter than 4ft long will not be filled. spider cracks will not be filled. Crack that have been previous filled will not be routed. Cracks previous sealed and broke open with vegetation growing from them will be sealed over. its not MP asphalt maintenance responsibility to remove vegetation from previously seal cracks. Total Bid: $12,950 Effective October 1st of every year if a Seal coat job is completed on or after October 1st there will be no warranty CONTRACT DOCUMENTS: Specification sheets, drawings and other documentation presented in this proposal shall be part of the contract. It is the responsibility of the customer’s authorized representative to be aware of the terms and conditions stated herein and of the other contract documentation. PAYMENT TERMS: NET BALANCE DUE 15 DAYS AFTER COMPLETION OF WORK. Unpaid balances will accrue a late fee of 10% per week until paid in full. In the event of your failure to conform to the terms and conditions of this agreement, you hereby agree to pay MP Asphalt Maintenance LLC all the sums earned to date. All major credit cards are accepted Residential Driveways Payment terms: Driveways will be paid upon completion of the job if not a $25 dollar charge will be added to the total cost per day. DEPOSIT: If the contracted amount exceeds $15,000.00, a deposit of 1/3 of the project price is required to schedule work unless noted otherwise in this agreement. PERMITS AND FEES: Owner is responsible for obtaining and paying for any required PERMITS, BONDS, and LICENSES, or plans required to obtain the aforementioned. WORK ACCESSIBILITY: The price quoted herein is contingent upon the work area being free of 42 any obstructions (vehicles, dumpsters, etc) at the scheduled project start date and time. MP Asphalt Maintenance reserves the right to adjust the agreed upon project price if the job conditions prevent MP Asphalt Maintenance work crews from starting on time and proceeding without interruption. CLEANING EXPENSES: The owner understands that the work called for in this agreement is a messy process. The parties agree that MP Asphalt Maintenance is not responsible for cleaning, repairing, or replacing any concrete, carpet, floor, passageway, etc., that is soiled or stained by anyone other than MP Asphalt Maintenance employees. Sprinkler systems must be off 24 hrs. before and after. Bluing of sealer may accrue and is normal. it does not affect craftsmanship, warranty, or longevity. INDEMNITY:MP Asphalt Maintenance agrees to complete its work in a safe and workmanlike manner, and to take appropriate safety precautions. However, once installation is complete and customer takes possession of the work area, Owner/Customer understands and agrees that MP Asphalt Maintenance cannot be responsible for materials, area maintenance and safety, and therefore Owner/Customer assumes all responsibility in this regard, including but not limited to any and all personal injuries, deaths, property damage, losses, or expenses related to or in any way connected with the materials or services provided. To the fullest extent allowed by law, Owner/Customer agrees to indemnify, defend and hold MP Asphalt Maintenance and its agents harmless from all loss, expense, liability, or attorneys' fees in connection with any such damages or injuries occurring thereafter. Nothing contained within this paragraph means or should be construed to mean that MP Asphalt Maintenance or others shall be indemnified for their own negligence. CHOICE OF LAW & VENUE: To the fullest extent permitted by law, each provision of this contract shall be interpreted in such a manner as to be effective and valid under Minnesota law without regard to its conflict of laws principles. To the fullest extent permitted by law. ATTORNEY FEES & COSTS: In the event MP Asphalt Maintenance places any amounts owed under this proposal for collection with either a collection firm or attorney, MP Asphalt Maintenance shall be entitled to reasonable collection fees, attorney's fees and costs. TAXES: All taxes are included in the proposal price unless otherwise specified. ESCALATION CLAUSE: This contract has been based on material costs at current market rates. Due to uncertain market conditions that are beyond our control and in the event of future material price increases, the party responsible agrees to pay for the escalations of material without a charge order. This paragraph applies only to materials. TIMING: Due to fluctuation in the cost of raw materials, if the current date is 15 days past the proposal date, the customer should clarify that pricing is still valid. MATERIAL & WORKMANSHIP: All material is guaranteed to be as specified. Unless otherwise specified within this Proposal, MP Asphalt Maintenance warranties workmanship and materials for a period of 6 months from the date of completion. All driveways and overlays may experience cracking throughout the 1st winter and do not result in a warranty claim. All work shall be completed in a workmanlike manner according to standard practices. Any alteration or deviation from the above specifications involving extra cost will be executed only upon written orders and will become an extra charge over and above the amount set forth above. We shall not be responsible for delays caused by strikes, accidents, weather or other contingencies beyond our control. Our workers are fully insured NON-DISCLOSURE: Customer acknowledges that information in this Proposal, including but not limited to pricing, determination of scope of work, method for evaluating parking lots, and methods of repair, constitute and include Confide MP Asphalt Maintenance Information. 43 This Proposal shall not be shared, distributed or disseminated to any other contractor and Customer acknowledges that should it violate this provision monetary damages will not be an adequate remedy and shall be MP Asphalt Maintenance titled to injunctive relief in addition to any other remedy available in law or equity. ALTERATIONS TO THIS PROPOSAL: Alterations or notations to or to this Proposal will not be valid unless accepted in writing by an authorized representative of MP Asphalt Maintenance SEVERABILITY OF TERMS: Should any part of this agreement be deemed unenforceable, the remaining terms shall be severable and separately enforceable and shall remain in full force. Sincerely, MP Asphalt Maintenance Matt Leaf CEO Acceptance: As an authorized agent for the above, I accept this proposal for $______________. Signature:__________________________________ Date:______________________. 44 Matt Dolecki Phone: 763-425-0575 Cell: 612-834-0168 Email: m.dolecki@alliedblacktopmn.com Date: City of Orono 2025 Crack Seal 2700 Kelley Pkwy Orono, MN 55356 Contact Person:Brent Weldon Brent Weldon Phone:952-249-4670 Phone:952-249-4670 Email:bweldon@ci.orono.mn.us Email:bweldon@ci.orono.mn.us Unit Qty.Unit Price Price INT Crack Sealing: LS 1 $22,050.00 $22,050.00 NOTE: Irrigation must be off 24 Hrs and obstructions moved prior to construction. Additional MOB charges may apply. Paper cover will be used at the discretion of the contractor. Note: Contracted prices are subject to re-pricing if the WTI oil pricing exceeds $125/Barrel at time of delivery We propose to furnish material and labor, complete in accordance with the above specifications, for the total lump sum of: Note: This proposal may be withdrawn if not accepted within 15 days. Any alteration or deviation from the above specifications involving extra costs will be executed only upon written Acceptance of Proposal: The above prices, specifications, conditions, and attached warranty qualifications are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance:Signature: Payment terms are net 30 days. Payment terms for chip seal applications are 90% due net 30 days, balance due upon completion of sweeping. orders, and will become an extra charge over and above the estimate. All agreements are contingent upon strikes, accidents, weather or other delays beyond our control. Allied Inc. to carry proper insurance including Workers Compensation. Authorized Signature:Matt Dolecki Matt Dolecki Exclusions: Bonds, permits, fees, surveying, engineering, testing, rail road insurance, special insurance, site specific training for employees, landscaping, irrigation, watering of sod, soil corrections, dewatering, traffic control, utility or structural sheeting, shoring, underpinning, buried debris, rock excavation, class V base materials, drain tile, footing insulation or waterproofing, separation fabrics, vapor barriers, drainage layers, hazardous materials, removal of contaminated soils, haul road construction, erosion control, site restoration, gas, mechanical, or electrical excavation, site fencing, locating private utilities, private utility repairs, winter or cold weather conditions, night or weekend work, winter conditions. Note: See Allied Blacktop Warranty Terms, Qualifications, and Construction Specifications. ADD 1% Bonding if Necessary TOTAL ALL:$22,050.00 Alligator cracking, hairline cracking, block cracking, or cracks wider than 1" are not included unless otherwise specified. Previously filled cracks will not be routed. Rout and seal longitudinal and transverse working cracks that are 1/4" wide or wider. NOTE: Quote Assumes 1 mobilization We hereby submit specifications and quotations for the following: Description of Work to be Performed www.alliedblacktopmn.com Proposal April 7, 2025 10503 - 89th Avenue North Maple Grove, MN 55369 Project Name: Billing Address: Company Name: Project Contact Person: Project Address: 45 Date: April 28, 2025 Item: 10 Presenter: Adam Edwards, City Administrator / Engineer Section: Consent Agenda Title: 2025 Street Maintenance Project Award (25-001) 1.Purpose: The purpose of this action item is to award the contract for the 2025 Street Maintenance Project (25-001). 2.Background: At the July 8, 2024 council meeting the council directed staff to proceed with design for the 2025 Street Project. The streets identified for 2025 are: Kelly Avenue, Lydiard Avenue, & Lydiard Circle, Carmen Road, Ferndale Road West , Dahl Road and Wildhurst Trail (Corner to Cul-de- sac). Staff received bids on April 23, 2025. 3.Scope: The project consists of the reclamation or mill and overlay of the bituminous pavement, select subgrade corrections, and the replacement / improvement of the associated stormwater systems for: a. Kelly Avenue- Partial reconstruction with water valve replacements. b. Lydiard Avenue, & Lydiard Circle Mill and Overlay and Stormwater improvement c. Carmen Road- Mill and overlay and add concrete curb and gutter d. Ferndale Road West - Pavement reclaim and replace culvert e. Dahl Road - Pavement reclaim and add concrete curb and gutter f. Wildhurst Trail (Corner to Cul-de-sac) - Mill and overlay. 4.Cost: The city received five bids. The Bid Summary is in Exhibit A. The low bid for $ 895,277.21 is from GMH Asphalt Corporation. In addition to the construction cost, Bolton and Menk provided a proposal for construction oversight. (Exhibit B). Who Work Cost Status Bolton &Menk 2025 Streets Design and Bid Engineering $ 281,000.00 Previously approved GMH Construction $ 895,277.21 Pending award Bolton &Menk Construction Oversight $0 Use balance from design proposal TOTAL $ 1,176,277.21 5.Funding: Funding for the project will come from a combination of the pavement management fund and stormwater fund. AGENDA ITEM 46 Fund Per CIP As Bid Pavement Fund $ 1,517,400 $ 752,896.95 Stormwater Fund $ 272,100 $ 152,884.46 Sewer Fund $ 35,300 $ 48,440.07 Water Fund $ 1,458,300 $ 222,055.73 Total $ 3,283,100 $1,176,277.21 6.Staff Recommendation: I recommend award of the bid to GMH Asphalt and approval of the proposal from Bolton and Menk for construction services. COUNCIL ACTION REQUESTED Motion to award the 2025 Streets project to GMH Asphalt for $895,277.21 and to authorize Bolton & Menk to perform construction oversight. Exhibits A. Bid Tabulation B. 2025 Steet Improvements Construction Services 47 H:\ORNO\24X135456000\6_Plans‐Specs\C_Bids Received\2025‐04‐23 135456 Bid Tabulation.docx BID TABULATION Project Location: City of Orono Bid Day/Date: April 23, 2025 Project Title: 2025 Street Improvements Bid Time: 10:00 AM Project No.: 24X.135456 Addendum(s): BIDDERS PART A TOTAL BID PART A & B TOTAL BID 1. GMH Asphalt Corporation $736,084.32 $895,277.21 2. Valley Paving, Inc. $777,815.11 $942,122.66 3. Asphalt Surface Technologies $767,213.16 $943,892.76 4. Park Construction Company $783,750.90 $966,928.60 5. Bituminous Roadways, Inc. $809,507.50 $998,245.00 48 H:\ORNO\$2025 New Projects\Fee Estimate - 2025 Steet Improvements Construction Services.docx April 23, 2025 City of Orono Attn: Adam Edwards PO Box 66 Orono, MN 55323 RE: 2025 Street Improvements – Construction Services Dear Mr. Edwards: As requested, we have prepared a scope of services and estimated fee for the construction services associated with the 2025 Street Improvements Project. Scope of Services Public Coordination/Communications Bolton & Menk is committed to supporting the coordination requirements of this project with qualified staff and will proactively engage affected property owners and the public with timely and accurate information via newsletters and website updates as desired by the City. Construction Staking BMI will provide all construction staking necessary to construct the proposed improvements. Construction Observation Full-time construction observation (45 hours per week for 15 weeks) will be provided. Duties of the Construction Observer will include the following: • Attendance at the pre-construction meeting and all construction-related meetings • Serve as a liaison between the city and the contractor • Review of the completed work to determine if the project is in general conformance with the plans and specifications • Review of all materials testing • Maintenance of construction documentation • Measure quantities • Communication with affected property owners, as necessary, to address their construction- related concerns and issues Construction Administration Construction administration duties will include the following: • Administering a pre-construction meeting and weekly construction meetings • Review of shop drawings • Preparation of pay estimates • Contractor Communications 49 H:\ORNO\$2025 New Projects\Fee Estimate - 2025 Steet Improvements Construction Services.docx • Liaison with City Staff and Council Record drawings detailing the completed improvements as recorded by the construction observer and the City of Orono’s contractor will be completed and furnished to the city in hard copy and electronic format. Record plans will also be linked to the city mapping system and the City’s GIS system will be updated. Fee Estimate BMI can complete the proposed construction services with unused, previously approved design fees. Additional services that may be required after the contract’s substantial completion date for the project will be billed on an hourly basis. A separate proposal for materials testing services will be submitted to the city for review. Please let me know if you have questions or need additional information. Sincerely, Bolton & Menk, Inc. David P. Martini, P.E. Senior Principal Engineer 50 Date: April 28, 2025 Item: 11 Presenter: Adam Edwards, City Administrator / Engineer Section: Consent Agenda Title: Agreement - Private Driveway - Hillside Place 1.Purpose: The purpose of this action item is to gain Council approval for an agreement to replace a 1994 agreement that allows a private driveway within Hillside Place, an improved Right of Way. 2.Background: In 1994 the city and the residents of 3286 and 3290 Navarre Lane entered into an agreement to allow a private driveway to be constructed within the undeveloped right of way to serve the two properties and connect them to Navarre Lane. That agreement also placed restriction of two other properties that abut the right of way to ensure they did not connect to the private driveway in Hillside place. In the case of 2260 Bayview Place, it was required to have and maintain a driveway connection to Bayview Place and 3300 Navarre Lane was required to have a driveway connected to Navarre lane. This was done because then, as is still the case today, Orono city code limits the number of residences that may share a driveway to two. The original agreement restricted the driveway to the western most 15 feet of the right of way. This is no longer practical without negatively impacting other abutting property owners. The residents of 3286 and 3290 have requested to pave the driveway and as it does not currently lie within the area approved in the 1994 agreement, a new agreement is necessary. A new agreement was prepared to allow the driveway to be located within the middle 12 feet of the Right of Way. (Exhibit A.) 3.Staff Recommendation: Staff recommends approval of the new private driveway agreement. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve the Driveway agreement at Exhibit A. Exhibits A. Private Driveway Agreement 51 52 53 54 55 56 57 58 59 60 61 Date: April 28, 2025 Item: 12 Presenter: Laura Oakden, Community Development Director Section: Consent Agenda Title: LA24-000068, 430 Old Crystal Bay Road North, Conditional Use Permit, Preliminary Plat, and Site Plan Review - Resolution 7579 1.Purpose: The applicant is requesting a Conditional Use Permit, Preliminary CIC 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 City Council reviewed the application at the April 14, 2025 City Council meeting and made a motion (5-0) to directed staff to draft an approval resolution for the applications with the identified conditions. (Staff Report) (Video). 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 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. The development will meet all zoning requirements for the site within the industrial district. 4.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. 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. 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 and votes to deny as apply (4-1). (Video) (Staff Report) 5.Public Comment: AGENDA ITEM 62 We have received two comments from two members of the public that were included in the February 18, 2025 Planning Commission packet. No comments were submitted for the March 10, 2025 Planning Commission meeting. Staff has received five additional public comment submittals that were included for Council to review at the April 14, 2025 meeting. These comments are included as exhibits. 6.Staff Recommendation: Staff is recommends approval of the project with the identified conditions within Resolution 7579. COUNCIL ACTION REQUESTED Motion to approved LA24-000068, 430 Old Crystal Bay Rd, Preliminary CIC Plat, CUP and Site Plan Resolution 7579. Exhibits A. LA24-000068, 430 Old Crystal Bay Rd, Preliminary CIC Plat, CUP and Site Plan Resolution 7579 DRAFT B. Survey and Proposed CIC Preliminary Plat C. Plan Set D. Landscape Plan E. CUP and Site Plan Criteria Analysis F. Public Comments (7 Written Comments) 63 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7579 1 A RESOLUTION GRANTING PRELIMINARY APPROVAL FOR A CIC PLAT, CONDITIONAL USE PERMIT AND SITE PLAN APPROVAL FOR THE GARAGE CONDO DEVELOPMENT FILE NO. LA24-000068 WHEREAS, Orono Garage Condos LLC, (hereinafter the “Developer”) on behalf of the owners Old Crystal Bay LLC, (hereinafter the “Owners”) of the following property: 430 Old Crystal Bay Rd, (PID 33-118-23-13-0016) legally described within Exhibit A (hereinafter collectively the “Property”); WHEREAS on January 9, 2025, the Developer made a complete application for Preliminary Plat, Conditional Use Permit and Site Plan approval to create a garage condo development; and WHEREAS, on February 18, 2025, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held public hearings, at which time all persons desiring to be heard concerning this application were allowed to speak thereon; and WHEREAS, on February 18, 2024, the Planning Commission tabled the application provided guidance to the developer and regarding access, parking and landscaping changes; and WHEREAS, on March 17, 2025, the Planning Commission reviewed the revised application. Although the Developer provided the requested information, the site plan did not provide off-street parking on the site. The Commission was unsatisfied with the revised plans which did not identify off- street parking, with a vote of 4-1, recommended denial of the application as revised; and WHEREAS, on March 27, 2025, the Developer submitted revised plans addressing proof of parking identified with the site. WHEREAS, on April 14, 2025, the City Council reviewed the revised application, the recommendations of the Planning Commission and City staff, and made the following findings: FINDINGS OF FACT: A1. This application was reviewed as Zoning File #LA24-000068. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above- 64 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7579 2 mentioned meetings, and all other materials distributed at these meetings are hereby incorporated by reference. A2. The Property is guided in the 2020-2040 Community Management Plan for industrial use. A3. The Property is located in the I- industrial Zoning District, which allows a garage condo business as a conditional use. A4. The Property contains 4.88 gross acres in area. A5. The proposal would create 85 condo units within 5 buildings. A6. The Property is located within the MUSA and will be served by city sewer and water. A7. The Property is within the Stormwater Quality Overlay District which restricts overall hardcover. The property is located in Tier 5 with a maximum allowed hardcover of 85%. The proposal results in 126,869 sq.ft of hardcover or 75% of the site. A8. The Developer has prepared grading plans to manage stormwater on-site. A9. A Site Plan Analysis was completed and the development of the vacant lot will meet all zoning standards according to the revised plans. A10. The existing public roadway, Orono Industrial Blvd, provides access to the Property. Orono Industrial Blvd will be constructed to complete the Crystal Bay Business Center development improvements. The existing right of way is unimproved and is scheduled to be built to meet city standards. A11. The proposal requires a preliminary and final plat due to the condo plat proposed. The land is not being subdivided. The proposed development is not a subdivision therefore, park dedication fees or Conservation Design Plans are not required. CONDITIONAL USE PERMIT ANALYSIS: The City Council may approve a conditional use permit for garage condo use as long as the following criteria are met: B1. No exterior parking or storage is permitted for a period longer than twenty-four (24) hours. A parking plan must be provided to demonstrate accessibility to the site. The applicant has submitted a proof of parking plan noting parking for each unit and 7 additional possible additional guest parking stalls. The applicant notes that the site does not support outdoor storage or overnight parking. Additionally, the applicant notes in their covenants that no 65 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7579 3 outdoor storage will be permitted. This standard it met. B2. The premises shall not be used or customized for residential living purposes or community gatherings or events. The development is within the industrial district which does not support living and dwelling units. The developer’s covenant includes prohibition of living/dwelling within units on site as well a prohibition on holding “events”. The covenant also defines events. The definition of “events” is included as a listed condition to clarify the use on the site. This condition is met. B3. The premises shall not be used for the operation of a business for retail purposes, including but not limited to automobile repair. This does not prohibit minor maintenance, care, or upkeep of motor vehicles, boats, trailers, or recreational vehicles stored in individual units. Storage and warehousing may be permitted. This condition is met for the proposed development. If any new or more intense uses are contemplated in the future, a review by City staff and approval by the City Council is required. This condition is met. B4. The management, use, and customization of the garage condos, including common areas, and individual units, shall be governed by an association, which association rules shall place adequate controls to ensure compliance with applicable city code. A draft declaration of covenants for management of the development has been provided by the Developer. This condition will be met. This condition is met. B5. The premises shall maintain adequate access to individual units and any common areas or office space for emergency response and snow removal/storage. The developers propose easements for access, drainage, and utilities throughout the common spaces including the drive aisles. A knox box will be placed at the entrance gate for emergency personnel and vehicle access. This condition is met. This condition is met. B6. The premises shall contain sufficient lighting and/or security measures to deter or mitigate criminal activity and ensure adequate access for emergency response.A lighting plan has been provided. The property is also proposed to be fenced and gated. This condition is met. B7. Any individual unit that is connected to the city sewer and water system shall have individual meters. The applicant is proposing individual water and sewer connections to serve building; and each unit will have their own meter. This condition is met. Based on the application and the evidence submitted, the Council finds that the proposed use at the proposed location is or will be: 66 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7579 4 B8. Consistent with the community management plan; The proposed use is consistent with the community management plan. The garage condo use is consistent with the intended Industrial use of the site. B9. Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; The proposed use meets the requirements of the Code within the Industrial District as a Conditional Use. B10. Adequately served by police, fire, roads, and stormwater management; The site is adequately served by police, fire, roads, and stormwater management. The proposed site has been reviewed by the police, fire and engineering departments and the site meets the development standards to support this application. B11. Provided with an adequate water supply and sewage disposal system; The site is provided with adequate water supply and sewage disposal system for the proposed use. The utilities within the development be privately installed and maintained. The City will have access for utility shut off and emergency services. The developer will be responsible for installation and maintenance of the utility infrastructure. Each unit will be individually metered to follow the CUP standards. B12. Not expected to generate excessive demand for public services at public cost; A storm pond is proposed. The proposed use is not expected to generate an excessive demand for public services at public cost based on other similar developments’ historic operating records. B13. Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; The proposed use is compatible with the surrounding area and with the other Industrial uses. There are residentially-zoned properties across Old Crystal Bay Road North. This low-intensity Industrial use is preferable to the adjacent residential properties as compared other Industrial uses such as manufacturing or uses which may create more noise, pollution or other externalities. B14. Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; The design of the buildings is consistent with the architectural design standards outlined for the industrial district and the industrial uses. B15. Compatible with the character of buildings and site improvements in the surrounding area, unless a change of character is called for in the community management plan; The design of the buildings and site are consistent with the surrounding area. B16. Not expected to substantially impair the use and enjoyment of the property in the area or have a materially adverse impact on the property values in the area when compared to the impairment or impact of generally permitted uses; This is a conditional use within the Industrial district. It will not impair the use and enjoyment of the properties in the area. The development is proposed to meet the conditions of the district. 67 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7579 5 B17. Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; The proposed landscape plan includes a variety of plantings on the edge of the property creating screening for the site. The site is surrounded on two sides by industrial parcels, a state highway to the south, and a residential development to the west separated by a 66-foot-wide right-of-way (Old Crystal Bay Road N). The proposed vegetative screening and distance from the adjacent residential developments should provide adequate mitigation from any negative impacts of the site. B18. Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; Access to the site is off of an interior road within the industrial district. The site is designed with fencing and landscaping around the perimeter to buffer any adverse impacts. The applicant states the activity resulting from the Garage Condos will not cause a nuisance, smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, or general unsightliness. B19. 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. B20. Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; The site is designed to enhance the natural environment with the stormwater management and planting plans. The site was originally graded when the Crystal Bay Business Center developed was platted in 2007 and has been vacant with no native plantings or natural areas. B21. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right-of-way or neighboring residential uses or districts; and The lighting for the site is designed to aim downwards and will not cast glare toward public right-of-way or neighboring residential uses or districts. B22. Not detrimental to the public health, public safety, or general welfare. The proposed use is not detrimental to the public health, public safety, or general welfare and is expected to less impact as a garage condo development than the generally allowed uses within the Industrial zoning district. B23. Economic return. The use will provide an economic return to the community and be commensurate with other industrial uses for which the property could feasibly be used. In considering the economic return to the city, the planning commission and city council may give weight to the sociological impact of proposed use, both positive and negative. The use is consistent with the industrial district and other surrounding uses. The site is screened 68 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7579 6 and buffered from abutting residential districts. The use of the property will be interior to the buildings with little exterior activity thus limiting negative impacts to the surrounding area. CONCLUSIONS, ORDER AND CONDITIONS: NOW, THEREFORE, BE IT RESOLVED, based upon one or more of the above findings, the Orono City Council hereby grants Preliminary CIC Plat, Conditional Use Permit and Site Plan Approvals allowing the Developer to proceed with a final plat of the Property to allow a garage condo development with a stormwater pond. The preliminary plat (attached as Exhibit B) together with the stormwater grading, site plan, and landscape plan will establish the elevations, drainage swales, and stormwater basins, common element spaces, landscaping and building footprints for the site. Preliminary Plat approval is subject to the following conditions: C1. Approval is subject to Minnehaha Creek Watershed District (hereinafter the “MCWD”) approval and permits as required. Final Plat approval shall not be granted until the Developer has provided evidence that all required MCWD permits have been obtained. C2. Approval is subject to drainage, utility and access easement dedications. C3. The Developer shall address all outstanding engineering comments and/or conditions provided by the City Engineer with the Final Plat development plan submittal. C4. The erosion control plan shall adhere to "Best Management Practices for Protecting Water Quality in Urban Areas" and to the approved SWPPP. All erosion controls as required by the City and the MCWD shall be in place before commencing grading and excavation on the site. All such erosion control measures shall be maintained in working order until the site is vegetated and stabilized. C5. Upon evidence of resettlement history, the Developer shall cease all activity and contact the City and the Minnesota State Historic Preservation Office (SHPO) before proceeding. C6. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. C7. Easements Required. 1. Drainage and Utility Easements shall be dedicated to the public on the Final Plat 10' along all exterior property lines, except such easements shall be increased to accommodate drainage where required, subject to City staff approval. 2. A Drainage and Utility easement shall be dedicated to the public on the plat over stormwater pond areas, drainageways, and stormwater facilities. 69 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7579 7 3. A Utility and Access Easement shall be granted to the City over the common element space which align with the drive aisles on the Property. C8. Development Fees: a. Stormwater and Drainage Trunk Fee: The property will be subject to the 2025 Stormwater and Drainage Trunk Fee of $9,690.00 per acre. The 4.89 acres property is proposed to be developed, therefore $9,690.00 x 4.89 = $47,384.10. b. Water and Sewer Connection Permits: Connection permits will be required for each individual unit (85 units proposed) and will follow the applicable fee schedule. The individual permits and fees will be due when the connection is being installed to each unit with the building permit. c. Met Council Sewer Availability Charge: Due to the size of the buildings and the number/type of proposed connections it is estimated that the development will require 14 SAC units in total according to the Met Council determination letter. Below is the break down for SAC units for each building. The SAC fee will be collected with each building permit. i) Building 1:1 SAC Unit ii) Building 2: 3 SAC Units iii) Building 3: 4 SAC Units iv) Building 4: 4 SAC Units v) Building 5: 2 SAC Units The current fee is $2,485.00 per SAC unit which would result in a total of (14 x $2,485) $34,790.00 required to connect in 2025. d. Water and Sewer Area Connections: The city determined that the units identified by the Met Council should be used to apply the water and sewer area connection charges. The City of Orono does not have a unit breakdown for industrial uses and the regional authority made a determination of use as it compares to single family homes. Following their logic, it is appropriate to apply the same SAC unit determination when applying the water and sewer area connection fees. These fees will be collected with each building permit. The following fees are proposed to be required using the 2025 fee schedule for $4,370.00 water unit and $6,000.00 per sewer unit. (Total $10,370.00 per unit) i) Building 1:1 SAC Unit = $10,370.00 ii) Building 2: 3 SAC Units = $ 31,110.00 iii) Building 3: 4 SAC Units = $ 41,480.00 iv) Building 4: 4 SAC Units = $ 41,480.00 v) Building 5: 2 SAC Units = $ 20,740.00 In total all 5 buildings will result in 14 SAC units and would require (14 x $10,370.00) $145,180.00 in fees for water and sewer area connection fees. 70 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7579 8 C9. Plans and Specifications. The following plans and specifications shall be submitted for review and approval by the City and other appropriate jurisdictions before Final Plat approval, to ensure that the proposed plat will accomplish the intended purposes: 1. Final grading, drainage, and erosion control plan showing existing and proposed contours, anticipated building locations, elevations, stormwater facilities and calculations, utilities and erosion control measures to be used during construction. 2. Final Landscape Plan which shall include planting plans with tree calculations. 3. Final Stormwater Management Plan. 4. Final stormwater pollution prevention plan (SWPPP). 5. Sufficient detail to meet the recommendations of the City Engineer. C10. Council approval is based on the entire record and the above Findings. Any amendments to the plans that are not in conformity with City codes may require further Planning Commission and City Council review. This approval does not limit the City from revising or amending these conditions as the review process continues. C11. Authorities granted by this resolution run with the Property not with the Owners, but are permissive only and must be exercised by filing a Final Plat application within one year of the date of Council approval, or the preliminary plat approvals will expire on that date. C12. Conditional Use Permit Conditions: a. Approval of the CUP will be conditioned upon preliminary and final plat approval. b. All permitting from MCWD and other agencies must be obtained prior to issuance of building permits. c. Any changes to or intensification of the use may trigger additional council review and approval. d. All City Staff comments must be addressed prior to placement on the City Council’s agenda for final plat review. e. The hours of operation for the site are set as 6am - 10pm 7-days a week. f. The premises shall not be used or customized for residential living purposes or community gatherings or events. Events in this context means: outdoor activities on the property, such as promotional events, gatherings, demonstrations, displays or other activities which affect any easement or use right, obstruct driveways, access roads, or Common Elements. FINAL SUBMITTALS: The Developer shall complete all requirements for Final Plat Approval and all final submittals must be submitted to the Planning Department at least four (4) weeks before the regularly 71 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7579 9 scheduled Council meeting on the second and fourth Mondays of the month. These submittals are as follows: C1. Record Plat Drawings. Record plat drawings in the form of two draft (2) copies (one copy for the City's records and one for filing with Hennepin County) and one (1) copy reduced to 1" = 200'. A digital copy is also required. Drawing to include: a. Lot lines platted per preliminary plat survey/drawing by Civil Methods Inc., dated 12-28-2024 attached hereto as Exhibit B, except as modified herein. b. Dedication of "Drainage and Utility Easements" 10' along exterior property lines, and over the stormwater pond, ditches, and facilities. c. Dedication of “Ingress, Egress, Drainage and Utility Easement” over the Common Element space. d. Name of the plat. Record mylar drawing will be due at the time of recording for the CIC. Once the building are substantially completed the mylars will need to be signed and recorded before building final and occupancy of the building approved. C2. Financial Guarantee. The Development Agreement shall include a financial guarantee by the Developer to ensure the completion of site improvements. The Developer shall provide Itemized construction estimates for all development improvements. The City Engineer shall review the estimate of improvement costs, including but not limited to storm sewers, landscaping, grading, erosion control, utilities, roads, and stormwater management facility construction, and the Developer shall provide a financial guarantee in an amount equal to 125% of the improvement costs to the City. C3. Legal documents required: a. Title commitment addressed to the City less than 90 days old. All owners, mortgage holders, or others with property interest indicated therein shall sign the plat and all other documents affected by such interest. b. The Developer must provide certified copies of all recorded easements currently affecting the Property. c. The City Engineer shall establish the amount to be provided in the Letter of Credit. 72 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7579 10 d. Signed Developers Agreement and Letter of Credit (in the city’s format) for construction of improvements. C4. Plat approval fees to be paid: Total due: $47,384.10 a. Stormwater and Drainage Trunk Fee: $47,384.10. C5. Staging: Final platting will go to the City Council with a draft of the final plat mylars. The draft final plat must be approved by the City Council. Before building permits are issued, approval of the draft final plat, recording of the development agreement, and easement much be completed. Final mylars can be record once the building is substantially completed. Building final and Certificate of Occupancy will be held until the Final Plat for the applicable buildings are recorded with Hennepin County. The developers are proposing a constructing Buildings 1 and 2 in 2025. Separate Final Plat approval will be required when Building 3,4, and 5 are proposed to be constructed. C6. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. C7. According to City Code Section 82-116, this Preliminary Plat approval shall be effective for one year, until April 28, 2026. Failure to file a complete final plat application within this period shall be construed as a formal withdrawal of the proposed plat and the terms and conditions of this resolution shall be null and void. The applicant should anticipate the timing of the construction of their project and request any necessary extensions that may be needed. ADOPTED by the Orono City Council on this 28th day of April, 2025. ATTEST: CITY OF ORONO: _______________________________ ________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 73 74 75 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C1.0 C1.0ORONO GARAGE CONDOSSITE PLANCOVER SHEET03/03/2025 24015 LEHMRHSITE 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 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 SITE OLD CRYSTAL BAY RD NWAYZATA BLVD WILLOW DRIVE NSTATE HWY 12 EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 76 OLD CRYSTAL BAY ROADMNDOT RIGHT OF WAY PLAT NO 27-129 TEMPUS ORONO LLC PID: 3311823130020 METRO STORAGE ORONO LLC PID: 3311823130019 WJM PROPERTIES LLC PID: 3311823130015 ORONO PRESERVE RESIDENTIAL DEVELOPMENT ORONO INDUSTRIAL BOULEVARD ST ST ST PROPOSED IMPROVEMENTS SHOWN AS EXISTING EX. 10.0' DRAINAGE & UTILITY EASEMENT EX. 10.0' DRAINAGE & UTILITY EASEMENT EX. 10.0' DRAINAGE & UTILITY EASEMENT EX. 22.0' DRAINAGE & UTILITY EASEMENT S89°43'30"E 1,898.43'N00°16'00"E 1,898.43'N 5 5 ° 2 3 ' 0 7 " W 1 , 8 9 8 . 4 3 ' N89°11'02"W 1,898.43'S00°14'12"W 1,898.43'EX. 8" WATER MAIN, T.R. (TYP) EX. 8" WATER STUB, T.R. EX. 8" WATER STUB, T.R. EX. SAN. MH WITH 8" MAIN, T.R. EX. 8" SAN., T.R. (TYP) EX. BOUNDARY (TYP) EX. 60.0' ROW EX. 66.0' ROW EX. STORM SEWER, T.R. (TYP) EX. CULVERT, 41.4 LF T.B.R. EX. BOUNDARY (TYP) EX. FENCE, T.B.R. EX. STORM SEWER STRUCTURES, T.R. (TYP) EX. WALL, T.R. (TYP) EX. FENCE, T.B.R. EX. WALK, T.R. (TYP) EX. CURB & GUTTER, T.R. (TYP) EX. FIRE HYD., T.R. (TYP) EX. FENCE, T.R. (TYP) EX. CURB & GUTTER, 48 LF T.B.R. 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C2.0 C2.0ORONO GARAGE CONDOSSITE PLANEXISTING SITE AND DEMO PLAN03/03/2025 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 15 30 60 30' EXISTING PROPERTY BOUNDARY EXISTING RIGHT OF WAY EXISTING LOT EXISTING EASEMENT EXISTING STORM SEWER W/ MANHOLE EXISTING SANITARY SEWER W/ MANHOLE EXISTING WATER MAIN W/ VALVE & HYDRANT EXISTING ELECTRIC EXISTING ELECTRICAL PEDESTAL EXISTING GAS EXISTING TELEPHONE EXISTING CONCRETE EXISTING ASPHALT EXISTING FENCE EXISTING CURB & GUTTER DEMO CULVERT DEMO FENCE DEMO CURB & GUTTER EXISTING TYPICAL TO REMAIN TO BE REMOVED EX. (TYP) T.R. T.B.R. S E 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 SHEET C5.0 - C5.2 FOR CONSTRUCTION DETAILS. ST LEGEND EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 77 OLD CRYSTAL BAY ROADMNDOT RIGHT OF WAY PLAT NO 27-129 TEMPUS ORONO LLC PID: 3311823130020 METRO STORAGE ORONO LLC PID: 3311823130019 WJM PROPERTIES LLC PID: 3311823130015 ORONO PRESERVE RESIDENTIAL DEVELOPMENT ORONO INDUSTRIAL BOULEVARD PROPOSED IMPROVEMENTS SHOWN AS EXISTING EX. 10.0' EASEMENT EX. 10.0' EASEMENT EX. 10.0' EASEMENT EX. 22.0' EASEMENT S89°43'30"E 1,898.43'N00°16'00"E 1,898.43'N 5 5 ° 2 3 ' 0 7 " W 1 , 8 9 8 . 4 3 ' N89°11'02"W 1,898.43'S00°14'12"W 1,898.43'20.0' SETBACK 35.0' SETBACK 35.0' SETBACK 10.0' SETBACK EX. BOUNDARY EX. BOUNDARY EX. 60.0' ROW EX. 66.0' ROW 40.0' 50.0' 50.0'50.0' 20.0'20.0' 4.0' CONCRETE APRON (TYP) 40.0' 240.0' 20.0'20.0' 46.0' 275.0'275.0' 92.0' 92.0' 275.0' 275.0'260.0' 3.0' CONCRETE PAN (TYP) 32.0' R25.0' R20.0' 14.5' ASPHALT 20.0' 20.0' 31.0' 31.0'31.0' 24.0'24.0' 31.0' 24.0' 31.0' 24.0' 20.0' 20.0' PROPOSED IFC TURNAROUND AT ENTRANCE 40.0' 46.0' 11.5' ASPHALT 8.5' ASPHALT 8.5' ASPHALT BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 PROPOSED FENCE PER CITY OF ORONO STANDARDS (TYP) SLIDING GATE W/ ELECTRONIC ACCESS, DESIGNED BY OTHERS PROPOSED FENCE PER CITY OF ORONO STANDARDS (TYP) PROPOSED FENCE PER CITY OF ORONO STANDARDS (TYP)PROPOSED RETAINING WALL 27.5' ASPHALT 11.5' ASPHALT 27.5' ASPHALT 11.5' ASPHALT 27.5' ASPHALT MAIN DRIVE SECTION N.T.S ℄ 10.0'10.0' ASPHALT SECTION PER SHEET C5.0 CONCRETE V-PAN PER SHEET C5.0 2.0% - 4.0%2.0% - 4.0% TIE-IN TO ADJACENT, VARYING SLOPE (TYP) 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C3.0 C3.0ORONO GARAGE CONDOSSITE PLANPROPOSED SITE PLAN03/03/2025 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 15 30 60 30' 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. LEGEND EXISTING PROPERTY BOUNDARY EXISTING RIGHT OF WAY EXISTING EASEMENT PROPOSED CONCRETE EXISTING ASPHALT PROPOSED ASPHALT PROPOSED FENCE EXISTING FENCE EXISTING CURB & GUTTER EXISTING TYPICAL EX. (TYP) EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 78 OLD CRYSTAL BAY ROADMNDOT RIGHT OF WAY PLAT NO 27-129SFORONO INDUSTRIAL BOULEVARD ST ST STWFWFWFWFWFWSSSSSSSFWFW EX. BOUNDARY (TYP) EX. STORM SEWER (TYP) 8" GATE VALVE N: 171,394.94 E: 445,856.86 8" TEE W/ TB N: 171,395.01 E: 445,842.14 8" TEE W/ TB N: 171,395.69 E: 445,700.14 8" GATE VALVE N: 171,395.87 E: 445,663.988" 90° BEND W/ TB & 6" REDUCER N: 171,396.65 E: 445,499.95 CONNECT TO EX. WATER N: 171,400.01 E: 445,842.17 CONNECT TO EX. WATER N: 171,400.69 E: 445,700.16 5.0 LF~8" C900 WATER MAIN 14.7 LF~8" WATER MAIN 137.2 LF~8" WATER MAIN 125.4 LF~8" WATER MAIN 5.0 LF~8" C900 WATER MAIN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 8" X 6" TEE W/ TB N: 171,396.05 E: 445,625.39 8" X 6" TEE W/ TB N: 171,396.01 E: 445,633.39 8" X 6" TEE W/ TB N: 171,395.42 E: 445,757.14 8" X 6" TEE W/ TB N: 171,395.38 E: 445,765.14 8" X 6" TEE W/ TB N: 171,394.74 E: 445,899.14 8" X 6" TEE W/ TB N: 171,394.70 E: 445,907.14 8" 90° BEND W/ TB & 6" REDUCER N: 171,394.04 E: 446,044.34 8.0 LF~8" WATER MAIN 36.2 LF~8" WATER MAIN 8.0 LF~8" WATER MAIN 30.6 LF~8" WATER MAIN 57.0 LF~8" WATER MAIN 8.0 LF~8" WATER MAIN 77.0 LF~8" WATER MAIN 42.3 LF~8" WATER MAIN METER PIT N: 171,390.24 E: 445,503.95 METER PIT N: 171,389.58 E: 445,620.36 METER PIT N: 171,389.49 E: 445,638.36 METER PIT N: 171,388.94 E: 445,752.11 METER PIT N: 171,388.85 E: 445,770.11 METER PIT N: 171,388.26 E: 445,894.11 METER PIT N: 171,388.18 E: 445,912.11 METER PIT N: 171,387.56 E: 446,040.31 TYPICAL FIRE SERVICE TYPICAL WATER SERVICE SANITARY MAIN (TYP) SANITARY SERVICE (TYP) WET TAP (TYP)WET TAP (TYP) 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C3.1 C3.1ORONO GARAGE CONDOSSITE PLANPROPOSED UTILITY PLAN03/03/2025 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 15 30 60 30' LEGEND 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 PROPOSED SANITARY SEWER W/ MH EXISTING SANITARY SEWER W/ MH PROPOSED UNDERDRAIN AND CLEANOUT PROPOSED WATER LINE, VALVE AND FIRE HYDRANT EXISTING WATER LINE AND VALVE PROPOSED WATER SERVICE W/ METER PROPOSED SANITARY SERVICE EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC EXISTING ELECTRIC EXISTING CABLE TV EXISTING FIBER OPTIC EXISTING TELEPHONE TYPICAL CAUTION! UTILITY CROSSING LOWERING MAY BE REQUIRED EXISTING LIGHT POLE PROPOSED LIGHT POLEWSS 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. TYP EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 79 SFST ST STWFWFWFWFWFWSSSSSSSFWFW EX. BOUNDARY (TYP) 15+249+70 10+00 11+00 12+00 13+00 14+00 15+00PI: 12+55.59S SSMH-1 4' SSMH N: 171,406.55 E: 445,522.19 CONNECT TO EX. SSMH-1 4' SSMH N: 171,410.28 E: 445,777.76 SSMH-2 4' SSMH N: 171,404.18 E: 446,016.19 ORONO INDUSTRIAL BOULEVARD OLD CRYSTALBAY ROADMNDOT RIGHT OF WAY PLAT NO 27-129 8" SDR 35 8" SDR 35 EX. 60.0' ROW EX. 66.0' ROW PROP. 6" SANITARY SERVICE W/CO (TYP) BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 8"X6" WYE (TYP) 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 1005 1010 1015 1020 1025 1030 1035 1005 1010 1015 1020 1025 1030 1035 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SSMH-1 4' SSMH RIM:1026.07± INV OUT:1014.18 (8" PVC) (E) CUT=11.9± EX. SSMH-1 4' SSMH RIM:1024.56± INV IN:1012.90 (8" PVC) (E) INV IN:1012.90 (8" PVC) (W) INV OUT:1012.70 (8" PVC) (N) CUT=11.9± SSMH-2 4' SSMH RIM:1022.00± INV OUT:1014.09 (8" PVC) (W) CUT=7.9± 255.6 LF~ 8" SDR 35 @ 0.50%238.5 LF~ 8" SDR 35 @ 0.50% PROPOSED GRADE @ SANITARY ℄ EXISTING GROUND @ SANITARY ℄ 2.8' 1.6' EX. 8" WATER APPROX. DEPTH EX. 8" WATER APPROX. DEPTH 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.2C3.2 C3.2ORONO GARAGE CONDOSSITE PLANSANITARY SEWER PLAN AND PROFILE03/03/2025 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 25 50 100 50' LEGEND 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 PROPOSED SANITARY SEWER W/ MH EXISTING SANITARY SEWER W/ MH PROPOSED UNDERDRAIN AND CLEANOUT PROPOSED WATER LINE, VALVE AND FIRE HYDRANT EXISTING WATER LINE AND VALVE PROPOSED WATER SERVICE W/ METER PROPOSED SANITARY SERVICE EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC EXISTING ELECTRIC EXISTING CABLE TV EXISTING FIBER OPTIC EXISTING TELEPHONE EXISTING IRRIGATION CAUTION! UTILITY CROSSING LOWERING MAY BE REQUIRED EXISTING LIGHT POLE PROPOSED LIGHT POLEWSS 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 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 MAIN LINES 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. 9.SEE SHEET C5.0 - C5.2 FOR CONSTRUCTION DETAILS. EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 80 SFST ST STWFWFWFWFWFWSSSSSSSFWFW EX. BOUNDARY (TYP) S ORONO INDUSTRIAL BOULEVARD OLD CRYSTALBAY ROADMNDOT RIGHT OF WAY PLAT NO 27-129 EX. 10.0' DRAINAGE & UTILITY EASEMENT EX. 10.0' DRAINAGE & UTILITY EASEMENT EX. 10.0' DRAINAGE & UTILITY EASEMENT EX. 22.0' DRAINAGE & UTILITY EASEMENT 20.0' SETBACK EX. 60.0' ROW EX. 66.0' ROW BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 9+70 10+00 11+00 12+00 13+00 14+00 14+83BP: 9+70.00PI: 13+98.26EP: 14+82.58CB-1 4' SD STMH W/ R-3362-L GRATE N: 171,096.83 E: 445,696.75 CB-2 4' SD STMH W/ R-3362-L GRATE N: 171,094.80 E: 445,838.74 CB-3 4' SD STMH W/ R-3362-L GRATE N: 171,092.78 E: 445,980.74 24" DWPP 24" DWPP 36" DWPP PROPOSED 8" SANITARY (TYP) PROPOSED SANITARY MH (TYP) PROPOSED POND. SEE SHEET C4.5. EX. STORM SEWER (TYP) PROPOSED 8" WATER (TYP) EX. 10.00' DRAINAGE & UTILITY EASEMENT PROPOSED FOREBAY. SEE SHEET C4.5. PROPOSED GRADE @ STORM ℄ EXISTING GROUND @ STORM ℄ 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 1010 1015 1020 1025 1030 1035 1010 1015 1020 1025 1030 1035 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 142.0 LF~24" DWPP @ 0.50% 142.0 LF~24" DWPP @ 0.50% 22.0 LF~36" DWPP @ 0.50% CB-1 4' SD STMH W/ R-3362-L GRATE RIM:1023.14± INV OUT:1019.64 (24" PVC) (E) CUT=3.5± CB-2 4' SD STMH W/ R-3362-L GRATE RIM:1022.42± INV IN:1018.93 (24" PVC) (W) INV OUT:1018.73 (24" 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) INV OUT:1017.21 (36" PVC) (E) CUT=4.5± 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.2C3.3 C3.3ORONO GARAGE CONDOSSITE PLANSTORM SEWER PLAN AND PROFILE03/03/2025 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 25 50 100 50' LEGEND 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 PROPOSED SANITARY SEWER W/ MH EXISTING SANITARY SEWER W/ MH PROPOSED UNDERDRAIN AND CLEANOUT PROPOSED WATER LINE, VALVE AND FIRE HYDRANT EXISTING WATER LINE AND VALVE PROPOSED WATER SERVICE W/ METER PROPOSED SANITARY SERVICE EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC EXISTING ELECTRIC EXISTING CABLE TV EXISTING FIBER OPTIC EXISTING TELEPHONE TYPICAL CAUTION! UTILITY CROSSING LOWERING MAY BE REQUIRED EXISTING LIGHT POLE PROPOSED LIGHT POLEWSS 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. TYP EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 81 OLD CRYSTAL BAY ROADMNDOT RIGHT OF WAY PLAT NO 27-129 WJM PROPERTIES LLC PID: 3311823130015 ORONO PRESERVE DEVELOPMENT ORONO INDUSTRIAL BOULEVARD ST ST ST PROPOSED IMPROVEMENTS SHOWN AS EXISTING EX. BOUNDARY EX. BOUNDARY 1021 1017102310231021 1025 1020 1020 1027 10261028 1028102810261019 1018 10241026 1023. 9 7 1023. 7 7 1023.14 1022.42 1021.71 1021. 6 2 1025. 2 5 1025. 2 5 1024.59 1023. 8 7 1023. 1 7 1023. 1 5 PROPOSED BUILDING 1 FFE = 1025.79 PROPOSED BUILDING 2 FFE = 1026.00 PROPOSED BUILDING 3 FFE = 1025.06 PROPOSED BUILDING 4 FFE = 1024.35 PROPOSED BUILDING 5 FFE = 1023.68 1025.87 ME 1025.34 ME 1025.12 TOC 1025.04 TOC 1020.46 TOW 4.1% 7.3% 5.8% 5.6% 7.3% 5.0% 3.1% 4.7% 7.6% 4.4% 5.6% 4.5% 7.6% 5.2% 4.7%0.5%0.5%0.6%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5% 2.0%12.2%10.0% 10.5% 10.5%10.0%33.3%33.3% 33.3%3.8%10216.1%11.2%3.6%3.4%2.1%3.3%2.1%2.1%2.1%2.1%33.3%1.8%2.1%8.3%7.5%6.9%3.4%2.0%0.1%SF SF SF SF SF IP IP VTC CWA 1 0 2 2 1021 33.3%33.0%2.0%4.0%2.1%4.3%3.6%3.1%3.9%2.3% PROPOSED BUILDING 1 FFE = 1025.12 PROPOSED BUILDING 2 FFE = 1025.33 PROPOSED BUILDING 2 FFE = 1025.33 PROPOSED BUILDING 2 FFE = 1024.66 PROPOSED BUILDING 3 FFE = 1023.72 PROPOSED BUILDING 3 FFE = 1024.39 PROPOSED BUILDING 4 FFE = 1023.67 PROPOSED BUILDING 4 FFE = 1023.01 PROPOSED BUILDING 5 FFE = 1023.01 PROPOSED BUILDING 5 FFE = 1022.34 8" STEP 8" STEP 8" STEP 8" STEP 8" STEP 8" STEP 8" STEP 8" STEP 8" STEP 2.1%2.3% IP IP IP 4.5% 2.7% 3.3% 7.6%10241024 1021 IP HP 1025.33 1019.21 BOW 1020.69 TOW 1018.55 BOW 1021.05 TOW 1018.75 BOW 1021.37 TOW 1018.92 BOW 1021.00 TOW 1019.02 BOW ??? TOW ??? BOW ECB ECB 1026.11 1025.76 1025.30 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C4.0 C4.0ORONO GARAGE CONDOSSITE PLANPROPOSED GRADING & EROSIONCONTROL PLAN03/03/2025 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 15 30 60 30' 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 EXISTING 1' AND 5' CONTOURS PROPOSED 1' AND 5' CONTOURS PROPOSED SPOT ELEVATION FLOW DIRECTION & GRADE FINISHED FLOOR ELEVATION MATCH EXISTING TOP OF CONCRETE HIGH POINT TOP OF WALL BOTTOM OF WALL LIMITS OF DISTURBANCE SILT FENCE 1,000 LF INLET PROTECTION 5 EA VEHICLE TRACKING CONTROL 1 EA EROSION CONTROL BLANKET 550 SY CONCRETE WASHOUT AREA 1 EA FFE ME TOC HP TOW BOW 1432. 3 1431 1430 1431 1430 2.00% 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. . SF IP VTC CWA ECB EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 82 10251028 1026 PROPOSED BUILDING 1 FFE = 1025.79 PROPOSED BUILDING 2 FFE = 1026.00 1025.79 TOC 1025.71 TOC 1025.92 TOC 1026.00 TOC 1025.12 TOC 1025.04 TOC 1025.25 TOC 1025.33 TOC 1024.66 TOC 1024.58 TOC 1025.25 TOC 1025.33 TOC1.3%2.0%2.0%2.0%12.2%10.0%23.4%10.5%10.0% 4.0% 6.1% 11.2% 5.4%10221025.12 TOC 1025.79 TOC PROPOSED BUILDING 1 FFE = 1025.12 PROPOSED BUILDING 2 FFE = 1025.33 PROPOSED BUILDING 2 FFE = 1025.33 PROPOSED BUILDING 2 FFE = 1024.66 1025.71 TOC1025.09 TOC 1025.92 TOC 1026.00 TOC 1025.25 TOC 1025.33 TOC 1025.33 TOC 1025.25 TOC 1024.64 TOC 1024.66 TOC 8" STEP 8" STEP 8" STEP2.0%10241025.12 TOC 1025.06 TOC 1025.12 TOC 1025.07 TOC 1025.12 TOC 1025.08 TOC 1025.12 TOC 1025.08 TOC 1025.21 TOA 1025.21 TOA 6" STEP 1025.71 TOC 1025.79 TOC 0.7%2.0%1025.79 TOC 1025.71 TOC 1025.79 TOC 1025.71 TOC2.0%2.0%1025.79 TOC 1025.71 TOC 1024.70 1025.20 1025.20 1024.70 1025.201024.50 1024.00 10.5%2.1%2.6%1024.50 1024.00 1025.25 TOC 1025.33 TOC 2.0%2.0%2.0%2.0%2.0%1025.42 TOA 6" STEP 1025.25 TOC 1025.33 TOC 1025.25 TOC 1025.33 TOC 1025.92 TOC 1026.00 TOC 1025.92 TOC 1026.00 TOC 1025.92 TOC 1026.00 TOC 1024.66 TOC 1024.59 TOC 1024.66 TOC 1024.61 TOC 1024.66 TOC 1024.63 TOC 1025.33 TOC 1025.25 TOC 1025.33 TOC 1025.25 TOC1.2%1.2%2.0%0.5%2.0%1024.75 TOA 1024.83 TOA 1025.50 TOA 2.0%6" STEP 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C4.1 C4.1ORONO GARAGE CONDOSSITE PLANDETAILED GRADING PLANBUILDING 1 & 203/03/2025 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 5 10 20 10' 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 EXISTING 1' AND 5' CONTOURS PROPOSED 1' AND 5' CONTOURS PROPOSED SPOT ELEVATION FLOW DIRECTION & GRADE 1432. 3 1431 1430 1431 1430 2.00% FINISHED FLOOR ELEVATION MATCH EXISTING TOP OF CONCRETE TOP OF ASPHALT HIGH POINT TOP OF WALL BOTTOM OF WALL FFE ME TOC TOA HP TOW BOW EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 83 PROPOSED BUILDING 3 FFE = 1025.06 1025.06 TOC 1024.98 TOC 1023.64 TOC 1023.72 TOC 1023.72 TOC 1023.64 TOC 1025.06 TOC 1024.98 TOC2.0%2.0%2.0%12.7% 3.6% PROPOSED BUILDING 3 FFE = 1023.72 1024.39 TOC PROPOSED BUILDING 3 FFE = 1024.39 1024.31 TOC 1024.98 TOC 1025.06 TOC 1024.31 TOC 1024.39 TOC 1024.39 TOC 1024.31 TOC 1025.06 TOC 1024.98 TOC 1024.31 TOC 1024.39 TOC 1023.64 TOC 1023.72 TOC 1023.68 TOC 1023.72 TOC 8" STEP 8" STEP2.0%1024.31 TOC 1024.39 TOC 1024.31 TOC 1024.39 TOC 1024.98 TOC 1025.06 TOC 1024.98 TOC 1025.06 TOC2.0%2.0%2.0%2.0%1024.48 TOA 1024.57 TOA 6" STEP6" STEP 1023.81 TOA 1023.89 TOA 1024.39 TOC 1024.31 TOC 1024.39 TOC 1024.31 TOC 1025.06 TOC 1024.98 TOC 1025.06 TOC 1024.98 TOC 2.0%2.0%2.0%2.0%2.0%1024.48 TOA 1024.56 TOA 1023.81 TOA 1023.89 TOA 6" STEP6" STEP 2.0%8" STEP 8" STEP 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C4.2 C4.2ORONO GARAGE CONDOSSITE PLANDETAILED GRADING PLANBUILDING 303/03/2025 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 5 10 20 10' 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 EXISTING 1' AND 5' CONTOURS PROPOSED 1' AND 5' CONTOURS PROPOSED SPOT ELEVATION FLOW DIRECTION & GRADE 1432. 3 1431 1430 1431 1430 2.00% FINISHED FLOOR ELEVATION MATCH EXISTING TOP OF CONCRETE TOP OF ASPHALT HIGH POINT TOP OF WALL BOTTOM OF WALL FFE ME TOC TOA HP TOW BOW EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 84 PROPOSED BUILDING 4 FFE = 1024.35 2.0%12.7% 3.4% PROPOSED BUILDING 4 FFE = 1023.67 PROPOSED BUILDING 4 FFE = 1023.01 8" STEP 8" STEP 2.0%1024.35 TOC 1024.27 TOC 1022.93 TOC 1023.01 TOC 2.0%1023.68 TOC 1023.60 TOC 1024.27 TOC 1024.35 TOC 1023.60 TOC 1023.68 TOC 1022.99 TOC 0.6% 1023.60 TOC 1023.68 TOC 1023.60 TOC 1023.68 TOC 1024.27 TOC 1024.35 TOC 1024.27 TOC 1024.35 TOC2.0%2.0%2.0%2.0%1023.77 TOA 1023.85 TOA 6" STEP6" STEP 1023.10 TOA 1023.18 TOA 2.0%1023.01 TOC 1022.93 TOC 1024.35 TOC 1024.27 TOC2.0%2.0%1023.68 TOC 1023.60 TOC 1024.35 TOC 1024.27 TOC 1023.60 TOC 1023.68 TOC 1022.93 TOC 1023.01 TOC 1023.68 TOC 1023.60 TOC 1023.68 TOC 1023.60 TOC 1024.35 TOC 1024.27 TOC 1024.35 TOC 1024.27 TOC 2.0%2.0%2.0%2.0%1023.77 TOA 1023.85 TOA 1023.10 TOA 1023.18 TOA 6" STEP6" STEP 2.0%8" STEP 8" STEP 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C4.3 C4.3ORONO GARAGE CONDOSSITE PLANDETAILED GRADING PLANBUILDING 403/03/2025 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 5 10 20 10' 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 EXISTING 1' AND 5' CONTOURS PROPOSED 1' AND 5' CONTOURS PROPOSED SPOT ELEVATION FLOW DIRECTION & GRADE 1432. 3 1431 1430 1431 1430 2.00% FINISHED FLOOR ELEVATION MATCH EXISTING TOP OF CONCRETE TOP OF ASPHALT HIGH POINT TOP OF WALL BOTTOM OF WALL FFE ME TOC TOA HP TOW BOW EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 85 ST1017 10231023 1020PROPOSED BUILDING 5 FFE = 1023.68 1023.68 TOC 1022.34 TOC 2.0%2.0%33.3%33.3%33.3%1021 PROPOSED BUILDING 5 FFE = 1023.01 PROPOSED BUILDING 5 FFE = 1022.34 8" STEP 8" STEP 1023.60 TOC 1022.26 TOC 2.0%1023.01 TOC 1022.93 TOC 1023.60 TOC 1023.68 TOC 1022.93 TOC 1023.01 TOC 1022.26 TOC 2.0%1022.93 TOC 1023.01 TOC 1022.93 TOC 1023.01 TOC 1023.60 TOC 1023.68 TOC 1023.60 TOC 1023.68 TOC2.0%2.0%2.0%2.0%1023.10 TOA 1023.18 TOA 6" STEP6" STEP 1022.43 TOA 1022.51 TOA 2.0%1021.50 1021.501021.501021.501021.50 EXPOSE FOUNDATIONEXPOSE FOUNDATION 1023.60 TOC 1023.68 TOC BOW=1022.00 1022.99 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C4.4 C4.4ORONO GARAGE CONDOSSITE PLANDETAILED GRADING PLANBUILDING 503/03/2025 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 5 10 20 10' 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 EXISTING 1' AND 5' CONTOURS PROPOSED 1' AND 5' CONTOURS PROPOSED SPOT ELEVATION FLOW DIRECTION & GRADE 1432. 3 1431 1430 1431 1430 2.00% FINISHED FLOOR ELEVATION MATCH EXISTING TOP OF CONCRETE TOP OF ASPHALT HIGH POINT TOP OF WALL BOTTOM OF WALL FFE ME TOC TOA HP TOW BOW EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 86 STSTST10191018PROPOSED BUILDING 5 FFE = 1023.68 PROPOSED BUILDING 5 FFE = 1023.01 PROPOSED BUILDING 5 FFE = 1022.34 WJM PROPERTIES LLC PID: 3311823130015 MNDOT RIGHT OF WAY PLAT NO 27-129 1023 1 0 2 2 1 0 2 1 1020 101 9 1 0 1 8 10161015101610181023 EX. 22.00' DRAINAGE & UTILITY EASEMENT AA4" SCH 40 PVC CLEANOUT W/ WATERTIGHT CAP RIM=1016.81 INV=1015.35 N: 171,093.28 E: 446,059.81 4" SCH 40 PVC CLEANOUT W/ WATERTIGHT CAP RIM=1016.81 INV=1014.71 N: 171,222.63 E: 446,062.03 4" SCH 40 PVC CLEANOUT W/ WATERTIGHT CAP RIM=1016.81 INV=1015.56 N: 171,093.98 E: 446,018.76 1016EX. 48" RCP FOREBAY. SEE DETAIL THIS SHEET 1 CY CLASS II RIPRAP 129.4 LF ~ 4" SDR35 PERF. PVC @ 0.5% 10.9 LF ~ 4" SDR35 PVC @ 0.5% STORM SEWER. SEE SHEET C3.3. 1023.15 1018.73 1017.47 1017.00 1023.68 1021.50 1021.50 1022.34 1022.090.5%0.5%0.5%0.5%33.3%33.3%33.3%3.8 %10211017 102310231022 102010211021 102010 2 1 101810221020 1022 1018 10211023 1021 33.3%33.3%33.4%28.5%30.5% 33.3%33.3%21.8%8.2%1019 1019 EX. FES INV.= 1014.3 POND BERM (TYP) EMERGENCY SPILLWAY. SEE DETAIL THIS SHEET. 41.1 LF ~ 4" SDR35 PERF. PVC @ 0.5% OUTLET STRUCTURE SEE DETAIL THIS SHEET EXISTING PIPE TO BE REMOVED WITHIN STRUCTURE 62 LF LANDSCAPE WALL 1020.14 TOW 1017.20 BOW 1020.21 TOW 1018.00 BOW 1017.70 TOW 1017.20 BOW EX. 48" RCP EX. STMH WQCV WSEL=1020.87EX. STMH SOUTH SWALE SEE SECTION THIS SHEET NORTH SWALE SEE SECTION THIS SHEET 1021.62 EMERGENCY SPILLWAY N.T.S 2.0'10.0'2.0' EL=1022.0 EL=1021.5 EL=1022.0 WQCV WSEL = 1020.87 MNDOT CATEGORY 90 ROLLED EROSION PREVENTION PRODUCT CONCRETE FOREBAY N.T.S SECTION A-A FILTRATION POND N.T.S. 9.1' POND BOTTOM 1.0' BERM EL=1022.0 MATCH EXISTINGEXISTING GROUND PROPOSED GRADE BOTTOM OF POND EL=1017.0 WQCV WSEL = 1020.87 4.0' SAND AND FILTER MATERIAL 4" PERF. PVC 3:1 MAX UNDERDRAIN DETAIL N.T.S 4"Ø PERFORATED PVC UNDERDRAIN @ 0.5% UNDERDRAIN FLOW DIRECTION 6" MIN. DEPTH MEDIA MIX D 60% COARSE SAND 25% TOPSOIL 15% COMPOST (MnDOT GRADE 2) 4"Ø PVC @ 0.5% 4"Ø STORM CLEANOUT W/ WATERTIGHT CAP 4"Ø STORM CLEANOUT W/ WATERTIGHT CAP 3" #57 STONE, WASHED 2" #8 STONE OUTLET STRUCTURE SOUTH FACE N.T.S 6' X 6' PRECAST BOX W/ REINFORCEMENT BOTTOM OF BOX = 1013.55 7.32' 0.5' 0.5' 7.82' TOP OF BOX = 1020.87 6.0' INLET GRATE (CLOSE MESH) RACK SWIVEL REBAR HINGE IN BACK BOLT DOWN OR LOCK DOWN IN FRONT EX. 48" RCP INV IN & OUT = 1014.47 4" PVC INV IN = 1014.65 OUTLET STRUCTURE 12.0' CLASS II RIPRAP PIPE FLOW CONCRETE HEADWALL TOP EL = 1021.0 BOTTOM EL = 1015.0 0.5' PIPE INV = 1017.0 0.5' INV = 1016.9 MNDOT CATEGORY 70 ROLLED EROSION PREVENTION PRODUCT 4.0' SWALE 10% SLOPE 2-YR DEPTH=0.19' 0.20' SWALE DEPTH MNDOT CL II RIPRAP 4.0' SWALE4% SLOPE 2-YR DEPTH=0.05' 0.08' SWALE DEPTH NORTH SWALE N.T.S SOUTH SWALE N.T.S 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C4.5 C4.5ORONO GARAGE CONDOSSITE PLANDETAILED POND PLAN03/03/2025 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 10 20 40 20' LEGEND EXISTING STORM SEWER PROPOSED STORM SEWER PROPERTY BOUNDARY LOT LINE EXISTING EASEMENT LINE EXISTING 1' AND 5' CONTOURS PROPOSED 1' AND 5' CONTOURS FLOW DIRECTION & GRADE WATER SURFACE ELEVATION TOP OF WALL BOTTOM OF WALL PROPOSED DRAINAGE SWALE WSEL TOW BOW 1411 1410 1411 1410 2.00% 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. POND NOTES: 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. EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 87 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C5.0 C5.0ORONO GARAGE CONDOSSITE PLANCONSTRUCTION DETAILS03/03/2025 24015 LEHMRHHEAVY DUTY BITUMINOUS PAVEMENT SECTION* N.T.S. 2" WEAR COURSE MIXTURE SPWEA340C 2" NON-WEARING COURSE MIXTURE SPNWA340C 10" AGGREGATE BASE CLASS 5 TACK COAT PER MNDOT 2357 COMPACTED SUBGRADE 3.00' 6" 1" CONCRETE V-PAN DETAIL N.T.S. * PAVEMENT SECTION BASED ON RECOMMENDATION OF GEOTECHNICAL ENGINEER. FINAL APPROVAL OF PAVEMENT SECTION PER OWNER. DEFINITION A DESIGNATED, SHALLOW EXCAVATION WITH A PERIMETER BERM, SILT FENCE, AND VTC, DESIGNED FOR CONCRETE WASHOUT OPERATIONS. PURPOSE TO CONTAIN WASTE FROM CONCRETE TRUCKS, SMALL BATCH CONCRETE MIXERS, PUMP TRUCKS, AND OTHER WASHOUT OPERATIONS. 8'x8' MIN. 3:13:1 9' MIN. 1' MIN. 8'x8' MIN.9' MIN. 3:1 3:1 1' MIN. 2% VEHICLE TRACKING CONTROL. SEE DETAIL VTC. VEHICLE TRACKING CONTROL. SEE DETAIL VTC SILT FENCE AROUND EARTH BERM. SEE DETAIL SF. SILT FENCE AROUND EARTH BERM. SEE DETAIL SF. 3' MIN. EXISTING GRADE COMPACTED EMBANKMENT MATERIAL CONSTRUCTION SIGN (MANDATORY) CONCRETE WASHOUT AREA N.T.S. CWA INSTALL POLY LINER DEFINITION A TEMPORARY SEDIMENT BARRIER PLACED ON-GRADE. PURPOSE TO INCREASE SEDIMENTATION FROM SEDIMENT LADEN RUNOFF AND SLOW THE VELOCITY OF STORM RUNOFF. NOTES 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 JOINT DETAIL VARIABLE LENGTH 10" OR 4" WIRE TIE ENDS 3/4" GRAVEL IN 1/4" WIRE MESH 12"12" ANY GAP AT JOINTS SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF 3/4" GRAVEL WRAPPED WITH 1/4" WIRE MESH SECURED TO ENDS OF ROCK SOCK. ROCK SOCK N.T.S. RS EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 88 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C5.1 C5.1ORONO GARAGE CONDOSSITE PLANCONSTRUCTION DETAILS03/03/2025 24015 LEHMRH89 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT C5.0C5.2 C5.2ORONO GARAGE CONDOSSITE PLANCONSTRUCTION DETAILS03/03/2025 24015 LEHMRH90 OLD CRYSTAL BAY ROADMNDOT RIGHT OF WAY PLAT NO 27-129 TEMPUS ORONO LLC PID: 3311823130020 METRO STORAGE ORONO LLC PID: 3311823130019 WJM PROPERTIES LLC PID: 3311823130015 ORONO PRESERVE RESIDENTIAL DEVELOPMENT ORONO INDUSTRIAL BOULEVARD EX. BOUNDARY EX. BOUNDARY 10211017102310231020 1020 PROPOSED BUILDING 1 PROPOSED BUILDING 2 PROPOSED BUILDING 3 PROPOSED BUILDING 4 PROPOSED BUILDING 5 102110.0' GRASS BUFFER PROPOSED TREES (TYP)PROPOSED CONIFERS (TYP) PROPOSED SHRUBS (TYP)PROPOSED PONDNATIVE GRASS (TYP) 10.0' GRASS BUFFER 10.0' GRASS BUFFER NATIVE GRASS (TYP) NATIVE GRASS (TYP) NATIVE GRASS (TYP) PROPOSED CONIFERS (TYP) ROCK (TYP) ROCK (TYP) 8.0' (TYP) 8.0' (TYP) 6.5' (TYP) 8.0' (TYP) 16.0' (TYP) 16.0' (TYP) STAGGER CONIFERS & TREES AS SHOWN (TYP) 16.0' (TYP) 16.0' (TYP) 16.0' (TYP) 16.0' (TYP) RETAINING WALL 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT L1.1L1.0 L1.0ORONO GARAGE CONDOSSITE PLANPROPOSED LANDSCAPE PLAN03/03/2025 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 15 30 60 30' 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 - C5.2 FOR CONSTRUCTION DETAILS. LEGEND PROPOSED 1' AND 5' CONTOURS PROPOSED TREE PROPOSED SHRUB PROPOSED CONIFER 1431 1430 TREES TYPE CONT QTY Shade Trees 1.5" to 2.0"18 Ornamental 1.0"17 SHRUBS CONT QTY Small Coniferous Shrubs 18" - 24"27 Small Deciduous Shrubs 27 CONIFERS CONT QTY Coniferous Tree 4' - 6'85 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. ROCK 3/4" River Rock / 3/4" River Rock ---3,100 S.F. GRASS BUFFER Poa pratensis / Kentucky Bluegrass ---5,760 S.F. PLANT_SCHEDULE Large Deciduous Tree 2' - 4'18 18" - 24" TYPE TYPE SUM OF TREES QTY 192 EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 91 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 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT L1.1L1.1 L1.1ORONO GARAGE CONDOSSITE PLANLANDSCAPE DETAILS03/03/2025 24015 LEHMRHPLANTING 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. 1" = 1'-0" TREE SINGLE STAKE PLANTING SHRUB AREAS. PLANTING AT STAKING DETAILPLANT PIT DETAIL TURF AREAS. PLANTING AT FX-PL-FX-TREE-022 TREE ON SLOPE - UNMODIFIED SOIL 1/2" = 1'-0" Native soil. 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°. Berm shall begin at root ball periphery. Finished grade. Bottom of root ball rests on existing or recompacted soil. SECTION VIEW 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. 4" layer of mulch. No more than 1" of mulch on top of root ball. Slope sides of loosened soil. 3x widest dimension of root ball SLOPE 5% (20:1) TO 50% (2:1) 3 EXISTING FIRE HYDRANT LOCATED AT THE MID POINT OF NORTH PROPERTY LINE, TOP NUT OF HYDRANT =1026.02 92 ORONO INDUSTRIAL BOULEVARD OLD CRYSTAL BAYROADBLOCK 1 LOT 1 MNDOT RIGHT OF WAY PLAT NO 27-129 TEMPUS ORONO LLC PID: 3311823130020 METRO STORAGE ORONO LLC PID: 3311823130019 WJM PROPERTIES LLC PID: 3311823130015 ORONO PRESERVE RESIDENTIAL DEVELOPMENT EX. BOUNDARY EX. BOUNDARY 10261025 1024 1022 102110201024102510241 0 2 3 1021 1024 10251026 102610261026 1026102610251025 1023 1020 PROPOSED BUILDING 1 PROPOSED BUILDING 2 PROPOSED BUILDING 3 PROPOSED BUILDING 4 PROPOSED BUILDING 5 102410.0' GRASS BUFFER PROPOSED TREES (TYP)PROPOSED CONIFERS (TYP) PROPOSED SHRUBS (TYP)PROPOSED PONDNATIVE GRASS (TYP) 10.0' GRASS BUFFER 10.0' GRASS BUFFER NATIVE GRASS (TYP) NATIVE GRASS (TYP) NATIVE GRASS (TYP) PROPOSED CONIFERS (TYP) ROCK (TYP) ROCK (TYP) 8.0' (TYP) 8.0' (TYP) 8.0' (TYP) 8.0' (TYP) 16.0' (TYP) 16.0' (TYP) STAGGER CONIFERS & TREES AS SHOWN (TYP) 16.0' (TYP) 16.0' (TYP) 16.0' (TYP) 16.0' (TYP) 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: 09/18/2024 LICENSE NUMBER: 50731 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT L1.1L1.0 NOT FOR CONSTRUCTIONL1.0ORONO GARAGE CONDOSSITE PLANPROPOSED LANDSCAPE PLAN09/18/2024 24015 LEHMRH0 SCALE: 1" = ORIGINAL GRAPHIC SCALE 15 30 60 30' 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. LEGEND PROPOSED 1' AND 5' CONTOURS PROPOSED TREE PROPOSED SHRUB PROPOSED CONIFER 1431 1430 TREES TYPE CONT QTY Shade Trees 1.5" to 2.0"18 Ornamental 1.0"17 SHRUBS CONT QTY Small Coniferous Shrubs 18" - 24"27 Small Deciduous Shrubs 27 CONIFERS CONT QTY Coniferous Tree 4' - 6'85 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. ROCK 3/4" River Rock / 3/4" River Rock ---3,100 S.F. GRASS BUFFER Poa pratensis / Kentucky Bluegrass ---5,760 S.F. Large Deciduous Tree 2' - 4'18 18" - 24" TYPE TYPE SUM OF TREES QTY 192 P:\24015_Orono Car Condo's\CAD\CD's\24015_L1.0-Proposed Landscape Plan.dwg, 9/30/2024 10:35:28 AM, 1:1, LEH93 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: 09/18/2024 LICENSE NUMBER: 50731 Designed By:Date: Job No.: FOR AND ON BEHALF OF HAGSTROM ENGINEERING PLLC Checked By:811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL GOPHER STATE ONE CALL BENCHMARK:ByDateDescription of RevisionsNo.Sheet of D C B A 54321 219 6TH AVENUE EAST ALEXANDRIA, MN 56308 P.320.759.0764 WWW.HAGSTROMENG.COM HAGSTROM ENGINEERING CIVIL ENGINEERS | LAND CONSULTANTS CAUTION: IF THIS SHEET IS NOT 24"X36" IT IS A REDUCED PRINT L1.1L1.1 NOT FOR CONSTRUCTIONL1.1ORONO GARAGE CONDOSSITE PLANLANDSCAPE DETAILS09/18/2024 24015 LEHMRHPLANTING 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. 1" = 1'-0" TREE SINGLE STAKE PLANTING SHRUB AREAS. PLANTING AT STAKING DETAILPLANT PIT DETAIL TURF AREAS. PLANTING AT FX-PL-FX-TREE-022 TREE ON SLOPE - UNMODIFIED SOIL 1/2" = 1'-0" Native soil. 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°. Berm shall begin at root ball periphery. Finished grade. Bottom of root ball rests on existing or recompacted soil. SECTION VIEW 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. 4" layer of mulch. No more than 1" of mulch on top of root ball. Slope sides of loosened soil. 3x widest dimension of root ball SLOPE 5% (20:1) TO 50% (2:1) 3 P:\24015_Orono Car Condo's\CAD\CD's\24015_L1.0-Proposed Landscape Plan.dwg, 9/30/2024 10:35:15 AM, 1:1, LEH94 95 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. 96 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. A lighting 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 stormwater 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. 97 (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 stormwater 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. 98 (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 Overlay District Tier Total Area in Tier Allowed Hardcover Existing Hardcover Proposed Hardcover Tier 5 168,929.28 s.f.143,589.8 s.f. (85 %)Vacant 126,869 s.f./ 3.671 Acres (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 99 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 –Building Design 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 April 14, 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 100 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 a fire 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. Landscaping: (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. 101 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**$12,750.00 + 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. 102 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 612-991-1284 103 From:mdkuhlmann@gmail.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 iPhone 104 From:Jill Burque 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 105 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 106 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 107 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. 3. 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 they will 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. 108 4. Traffic Impact: With the addition of multiple units, there may be 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@gmail.com 109 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 110 From: Alisa Benson To: Amanda Anderson Cc: Laura Oakden Subject: Re:Garage Condos Date: Monday,April 28,2025 3:14:53 PM Amanda, Thank you for reaching out with these questions. I have cc'd Laura Oakden, Director of Community Development, who can provide answers. If you have additional questions or concerns after hearing from Laura, please let me know. Best regards, Alisa Benson Council Member City of Orono abenson@oronomn.gov/612.201.4488 f� = From:Amanda Anderson <aeidem367@gmail.com> Sent:Sunday, April 27, 2025 8:54 AM To: Bob Tunheim <btunheim@oronomn.gov>;Alisa Benson <abenson@oronomn.gov>; Claire Berrett<cberrett@oronomn.gov>; Steve Persian <spersian@oronomn.gov>;Jacqueline Ricks <jricks@oronomn.gov> Subject:Garage Condos Hello All, I'm writing as I have been informed of the garage condos across Old Crystal Bay Rd. My biggest questions come from the benefits of Orono (tax gathered, lively business in Orono, etc) compared to the consequences of such a business. I write these to you only because I've only just heard of a garage condo and truly don't know the answers. I would like these to be answered in a way that protects the nature-forward environment of our neighborhood (I live on Sandhill Dr). Q: -will the garage condos have events where owners gather and show off(ie rev) cars? -will there only be garages, no future or current plans for raceways? -will the condo have a noise restriction of revving or noise making to only daytime hours (similar to the industrial zone environment since its compared to a storage lot)? -can we restrict revving to the highways? (Context: we get a few engine lovers revving on old crystal bay rd already, and I'd vote to keep that to a minimum. If there's a way we can ensure this addition doesn't add extra noise, lights past 5pm on weekdays and is quiet on weekends, that's ideal) - how will the condos enforce trash pickup? (Cars tend to litter on old Crystal bay, how do we enforce that with a pseudo living garage condo situation?) I appreciate your time in reading this! We truly love the nature aspect of our wonderful neighborhood - and the school district too - and would hate to see any noise/lights disrupting the animals we see around here. It's too valuable to us as a community. Much appreciated, Amanda Anderson Item 12 Additional Comment From: Alisa Benson To: Heather Toler Cc: Laura Oakden Subject: Re:Proposed Garage Condo Development Date: Monday,April 28,2025 4:08:22 PM Heather, Thank you for reaching out with these concerns and for sharing your perspective with the Council. I have cc'd Laura Oakden, Director of Community Development, who will be able to provide the most thorough explanation of the project, including how it came to be proposed at the current site. If you have additional questions or would like to speak with me after hearing from Laura, please don't hesitate to email or call. Sincerely, Alisa Benson Council Member City of Orono abenson@oronomn.gov/612.201.4488 \ From: Heather Toler<htoler526@gmail.com> Sent:Sunday,April 27, 2025 8:23 PM To: Bob Tunheim <btunheim@oronomn.gov>; Alisa Benson <abenson@oronomn.gov>; Claire Berrett<cberrett@oronomn.gov>; Steve Persian <spersian@oronomn.gov>;Jacqueline Ricks <jricks@oronomn.gov> Subject: Proposed Garage Condo Development Hello I was just recently made aware of the proposal for a garage condo development off Old Crystal Bay Road. I can not believe that this is even being given consideration based on the location of so many family homes and bike and walking paths shared in this community. I live in the David Weekly Preserve across the street from the proposed development. The high levels of traffic and the high speeds that are happening currently are bad enough. I can not imagine what this would bring to our community. Is there not some point at which Orono will be putting the residents and our tax dollars first???? We moved here and paid a premium to provide a family friendly neighborhood with access to the walking paths and trails. Put this in a remote area behind the industrial parts of Long Lake and help us preserve our safe spaces. I pray that the council, most of whom I voted for based on the campaign promises of bettering our community do the right thing. Thanks for your consideration - I hope it is not falling on deaf ears. Item 12 Additional 'Public From: Mike Anderson Comment To: Bob Tunheim;Alisa Benson;Claire Berrett;Steve Persian;Laura Oakden;Melanie Curtis; Matthew Karnev; Katie Fitzsimmons Subject: RE:LA24-000054 Date: Monday,April 28,2025 3:27:49 PM Good Afternoon, We are not opposed to developing that piece of land, however we have concerns about the proposed development which are primarily about safety and ask that they be taken into account before a decision is made. I'm concerned about the safety of children. There are children walking/biking to and from school daily that use the adjacent sidewalk. This type of facility shouldn't be developed so close to a school. There are also dozens of children who live across the street who use the sidewalks. The Orono Preserve will inevitably become a"turnaround" for the short term construction traffic and long term vehicle traffic. I'm concerned about the increased traffic and noise, specifically the speed and sound of the types of vehicles being stored at these facilities. Additionally, events at the facilities have the potential to cause further disruption to an otherwise peaceful community. I'm concerned about drunk driving that could occur after the events mentioned above. Think James David Blue. I'm concerned about the police resources necessary to enforce speed and noise violations. Sincerely, Mike Anderson Resident of Orono Preserve Date: April 28, 2025 Item: 13 Presenter: Melanie Curtis, Planner Section: Community Development Report Title: LA25-000007, 4745 North Shore Drive, After-the-Fact Conditional Use Permit Amendment 1.Purpose: The purpose of this application is to consider new retaining walls within the bluff and lake setback installed beyond the scope of the conditional use permit (CUP) and without City approval. An after-the-fact amendment to the CUP is required. 2.MN§15.99 Application Deadline: The application was received on January 30, 2025 and considered to be complete on February 14th; the original 60-day review timeline was extended and will now expire on June 14, 2025. 3.Background: In the summer of 2024, the applicant received a CUP and building permit approvals to install a new, stone lake access stair (including minimal retaining walls) and a short boulder wall along the base of the slope, in addition to a MCWD-issued permit for riprap, reference the approved plans (link). Original Application: LA24-000018 History Planning Commission June 2024: PACKET / VIDEO City Council July 2024: PACKET In bluff and steep slope settings, stairways, lifts, and landings are permitted by a staff-issued building permit provided they are designed and built in a manner that ensures stability and control of soil erosion. Additionally, minimal retaining walls supporting a lake access stair (to provide necessary stability) can also be permitted by a staff-issued building permit. However, new walls, and walls that do not meet the administrative approval threshold outlined in City Code Section 78- 1279(5) (link), can only be authorized by the City Council through a conditional use permit process. Upon completion, the City’s inspector observed additional walls which were not included in the scope of the approved plan, (Image 3 shown in Exhibit D). Although the city-approved plan was designed by the applicant's engineer for the site conditions, the applicant communicated to staff that he believed the approved plan would not work and chose to construct the additional walls (shown on the as-built survey Exhibit A) instead of following the approved plan. The before and after photos (link) provide a side by side comparison of the completed work. For a full analysis of the conditional use permit, reference the Planning Commission staff report attached as Exhibit G. The applicant applied for an after-the-fact amendment to the CUP to amend the plans to include the additional walls. Upon review, the City Engineer provided the following comment in response to the updated plans (04/15/2025): “neither the justification email (link) from the engineer nor the boulder wall design appear to address the upper wall depicted on the as-built in the southeast AGENDA ITEM 111 corner of the property”. 4.Planning Commission Vote and Comment: The Planning Commission held a public hearing on March 17th. Following the public hearing, they voted 5 – 0 on a motion to approve the after-the-fact CUP amendment conditioned upon submittal of additional landscape plans and engineering documentation (subject to City Engineer approval) as follows: 1. Provide an updated landscape plan to screen all of the walls from the lake. The plan should clarify the type of ground cover proposed for the flattened path along the lake – no hardcover is permitted. 2. Provide plans and updated justification for all of the walls from the applicant's engineer. Council should review the Planning Commission's March 17th MEETING VIDEO and MEETING MINUTES. The applicant provided a new landscape sketch, seeding details, and revised construction plans for all walls (including the new wall on the southeast portion of the property) for the Council's review. Staff has not received further information from the applicant's engineer speaking to the change in the number and placement of the walls. 5.Staff Recommendation: Construction of the additional, unpermitted walls was a violation of the terms of CUP Resolution 7486, and the administrative building permit (RAS24-000039). The applicant provided an updated landscape sketch and engineered construction plans which include all of the walls; however they have not provided structural justification for the plan deviation requested by the Planning Commission. Staff recommends the Council table the application and direct the applicant to provide justification for the wall in the southeast corner of the property, which is not addressed in the engineers email. COUNCIL ACTION REQUESTED Council should review the application and provide direction. Motion options: Direct staff to draft a resolution to approve the after-the-fact CUP amendment as applied; Table the application and provide direction to the applicant; or Direct staff to draft a resolution to deny the after-the-fact CUP amendment and direct the applicant to remove the additional walls and follow the approved plan (Resolution 7486). Exhibits A. Asbuilt Survey annotated B. Construction Plans 04162025 C. Landscape Plan D. Approved v Asbuilt E. Applicant photos F. 60day Extension G. Planning Staff PC Report 112 113 114 115 116 117 118 119 120 121 122 123 124 ' I \ I I \ \ \ \ I \ \ \ \ \ \ I \ I I \ I \ \ I I WALL 6, STA. 0+18 WALL 5, STA. 0+00 WALL 6, STA. o+oo----"'· WALL 5, STA 0+14 WALL 4, ST A. 0+00 WALL 4, STA. 0+10 WALL 3, STA. 0+00 \ WALL 2, ST A. 0+00 WALL 8, STA 0+00 I WALL 2, STA. 0+22 I \ I WALL 8, STA 0+30 I \ WALL 7 \ STA _�:--�WAL�-1, ST �-0+00 ----------------------: ALL :- STA. I ,,.,...,,,, \ WALL 7, ST; 0+00 \ / �/ V1cker_y [.ngineenng & Consulting, LLC SCALE 0 SHEET W3 OF I \ \ \ I \ \ I \ I I ; 1+12_/ \ 10 CLIENT MR MA TT JASPER f osl OFf,cc E>ox 86 Gr.,nd9, MN ,,oz.9 PROPOSED BOULDER RETAINING WALLS 4745 NORTH SHORE DRIVE ORONO, MINNESOTA NONE VERIFY LINE ABOVE MEASURES I-INCH IF IT DOESN'T, ADJUST SCALE ACCORDINGLY I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS. OR phone o,i--1-65-8272 WALL LOCATION SKETCH REV DATE DESCRIPTION VEC PROJECT NO VEC 24-055 2 6/14/2024 REVISED LOCATION SKETCH TO NEW CONFIGURATION DRAWN BY 5 6/17/2024 PLANS REVISED BASED ON NEW SURVEY, DATE 6/17/2024 REVIEWED BY 4 5/10/2025 ADDED WALLS 7 8 8 DATE VEC RWV 4/15/2024 125 126 Image 1: ORIGINALLY APPROVED PLAN Image 2: ORIGINALLY APPROVED PLAN Image 3: As constructed / Stop Work Order issued The completed project included additional walls, which were not included in the scope of the approved plan, shown in blue on Image 3 LA24-000018 (Resol. No. 7486) & RAS24-000039 The Council-approved plans were limited to a new, set-in-grade stone stair with two retaining wall-supported landings (shown in yellow) and a single retaining wall located immediately upslope from the new rip-rap on the eastern portion of the shoreline, designed by the applicant’s engineer. 127 128 From:Melanie Curtis To:"Matt Jasper" Subject:LA25-000007/ 4745 North Shore Dr / PC Action Notice + 60-day extension Date:Thursday, March 20, 2025 3:37:00 PM Matt As you are aware, on Monday night, the Planning Commission reviewed your application for an after-the-fact CUP Amendment. Following the public hearing, they voted 5 – 0 on a motion to approve with the following conditions: 1. Provide an updated landscape plan to screen all of the walls from the lake. The plan should be detailed and include species, number, and placement of plants. The plan should clarify the type of ground cover proposed for the flattened path along the lake – no hardcover is permitted. 2. Provide updated information (statement of need and an updated plan) from your engineer addressing of all the walls constructed on site. You should consider submitting an updated survey that identifies boulder walls, boulder outcroppings, and differentiates the rip rap from the boulder walls for clarity. The definition of retaining walls from City Code section 78-1 is as follows: Retaining wall means a structure designed to hold back and prevent lateral movement of earth. Two or more abutting boulders, 24 inches in diameter or greater, placed to hold back the earth are considered to be a retaining wall. Landscape edging, less than six inches tall, is not considered a retaining wall. 3. The plans must be approved by the City engineer. Based on the updated engineered plans dated 04/15/2025, our engineer has the following comment: “neither the justification email from the engineer nor the boulder wall design appear to address the upper wall depicted on the as-built in the southeast corner of the property”. Once the requested information is provided, I will schedule the City Council review. Please submit the above information by or before Wednesday, April 2nd for placement on the April 14th Council agenda. Additionally, the City has 60 days from the date of a complete application to review. Based on your submittal/completion date (February 14th), your initial review timeline for this request would end on April 15, 2025. I want to ensure the City Council has a full opportunity to review your application, and although I don’t anticipate it, we need to allow them the opportunity to table the application for further review if they deem it necessary. Therefore, we hereby notify you that we are extending the time period for City action under Minn. Stat. § 15.99, subd. 3(f). The initial 60-day period would normally end on April 15th, the application review time period is now hereby extended until June 14, 2025. In the unlikely event that further extensions beyond June 14th are required, the extension will need to be requested by you in writing (email). Thank you, Melanie Melanie Curtis, Planner 2750 Kelley Parkway, Orono, MN 55356 129 Website: www.oronomn.gov Email: mcurtis@oronomn.gov Direct 952.249.4627 Planning & Zoning Department 952.249.4620 130 Date Application Received: 01/30/2025 Date Application Considered as Complete: 02/14/2025 60-Day Review Period Extension Expires: 04/15/2025 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Melanie Curtis, Planner mcc Date: 17 March 2025 Subject: #LA25-000007, Matt Jasper, 4745 North Shore Drive After-the-Fact CUP Amendment: for retaining walls within the 75-foot setback and bluff Public Hearing BACKGROUND: The applicant purchased the property in 2024 and began to pursue permits to improve the long- neglected bluff and shoreline. After reviewing and declining several iterations of the applicant’s plan, the City granted a CUP for a new, set-in-grade stone stair with two retaining wall-supported landings and a single retaining wall located immediately upslope from the new rip-rap on the eastern portion of the shoreline designed by the applicant’s engineer (Vickery Engineering). The approved plans are detailed in the approved plan set (Exhibit E) and Resolution 7486 (Exhibit D), and are depicted below in yellow on Insets A and B. Inset A Inset B Application Summary: The applicant requests an after-the-fact amendment to the conditional use permit authorizing newly constructed boulder retaining walls, including the boulder walls bordering the lake access stairs, within the bluff and the lake setback which exceed approvals granted in 2024. Staff Recommendation: Staff recommends approval conditioned upon receipt of an acceptable (updated) landscape plan prior to City Council review. 131 FILE # LA24-000007 17 March 2025 Page 2 of 6 In bluff and steep slope settings, the City code allows stairways, lifts, and landings, either constructed above the ground on posts or pilings or placed into the ground, provided they are designed and built in a manner that ensures stability and control of soil erosion. Staff can administratively approve minimal retaining walls supporting a lake access stair within a bluff and/or within the 75-foot lake setback to provide stability in steep slope settings. New walls, and walls that do not meet the administrative approval threshold, can only be authorized by the City Council through a conditional use permit process. Inset C: As-built When the project was completed, the City’s inspector observed additional walls which were not included in the scope of the approved plan, shown in blue on Inset C on the right. When questioned by staff, the applicant explained why they chose to deviate from the approved plan. Although the city-approved plan was designed by his engineer for the site conditions, the applicant communicated to staff that he believed the approved plan would not work and chose to construct the additional walls (shown on the as-built survey) instead of following the approved plan. The applicant provided an updated analysis from his engineer regarding the additional walls, Exhibit G. Conditional Use Permit Analysis: The applicant provided an as-built survey depicting the finished walls and stairway (Exhibit C) and revised documentation about the slope stability from a professional engineer based on assumptions about the soil information provided by the applicant (Exhibit G). Applicable Regulations: Conditional Use Permit (Sections 78-1279 and 78-916) Section 78-1279(3)(c) states: “a wall in the shore setback zone, within a defined bluff and bluff setback; and/or a replacement wall 4 feet in height or greater; and/or any new walls shall require a conditional use permit. New walls and replacement walls greater than 4 feet in height must meet the following conditions. The wall must be…”: 1. Designed to correct an established erosion problem; The applicant’s engineer provided an analysis of the slope stability documenting the existing erosion on the slope and an engineered design to enhance the stability and correct existing slope erosion for the 2024 approval. The applicant constructed additional, unpermitted walls within the bluff (see photo Exhibits H & I). When questioned, the applicant asserted to staff that he believed the approved plan would not sufficiently address the bluff stability and that the additional walls along the base of the slope and the entire length of the stairway were necessary. The applicant further contends that the construction of the additional walls eliminated the need to grade further inland on the slope to create stability. However, in reviewing the resulting site conditions, 132 FILE # LA24-000007 17 March 2025 Page 3 of 6 it appears that unpermitted grading did occur, resulting in a leveled pathway along the shore above the rip-rap. The additional walls were installed to facilitate this flat path area (see Exhibits H & I). The existing bluff was not well-vegetated before the project began, the disturbances resulting from the materials transport and construction activity have further impacted the vegetation on the slope. The applicant has not demonstrated that non-mechanical solutions such as deep-rooted plants and shrubs are not sufficient to provide the necessary stability. The applicant should consider a more robust vegetation plan to provide additional, long-term erosion control for the slope in addition to the walls. A landscape plan must be submitted to address the erosion within the bluff. This criterion has not been met; and 2. Suitable given the demonstrated need; A global stability analysis by Ronald W. Vickery, PE was provided for the 2024 approval. Mr. Vickery’s original opinion (and design) was based on assumptions furnished by the applicant. The engineer’s updated analysis (Exhibit G) states the additional retaining walls improve the stability of the bluff based on information provided to the engineer by the applicant. This criterion has been met; and 3. Designed by a registered engineer or landscape architect, depending on the project scope; the applicant provided a revised retaining wall design from Mr. Vickery, a registered engineer, to match the wall plan as constructed. This criterion has been met; and 4. Designed to be the minimum size necessary to control the erosion problem. The engineer’s original analysis indicated that the applicant’s original plan was necessary to stabilize the bluff. The engineer provided a revised slope analysis/opinion indicating the additional walls were necessary. This criterion has been met. In addition to the conditions listed in Section 78-1279, Section 78-916 provides a list of conditions supporting Conditional Use Permit (CUP) issuance. The Planning Commission may recommend and the Council may grant a CUP as the use permit was applied for or in modified form. Based on 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; Protection and preservation of the natural lake shoreline is a priority outlined within the Comprehensive Plan. Mechanical measures, such as the installation of retaining walls, particularly walls integrated into a vertical continuation of the rip-rap (without an opportunity for screening), should not be the first option for slope stability. Further, the applicant violated the conditional use permit and the administrative building permit by adding unpermitted walls without the opportunity for the City Council consideration of placement, necessity, and screening. This criterion is not met. 2) Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; Retaining walls within the lakeyard were considered under the previous application and were permitted where they were deemed necessary by the applicant’s engineer to protect the integrity of the slope. During construction, the applicant constructed additional (unpermitted) walls to correct, what was perceived as a failing slope, not verified by his engineer. Mr. Vickery provided after-the-fact opinion which appears to correct or supersede his previous analysis. This criterion is not met. 3) Adequately served by police, fire, roads, and stormwater management; The property meets this standard. This criterion has been met. 133 FILE # LA24-000007 17 March 2025 Page 4 of 6 4) Provided with an adequate water supply and sewage disposal system; The property meets this standard. This criterion has been met. 5) Not expected to generate excessive demand for public services at public cost; As a result of the applicant’s unpermitted work, additional staff time and inspections were required beyond that of a standard project. The proposed project for retaining walls will not impact utility or public infrastructure and will not result in an excessive demand on public services at public cost. This criterion has been met. 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 installation of the additional walls supporting the stone staircase and lakeshore pathway have changed the character of the property. The unpermitted walls supporting the stone staircase and pathway construction do not provide an opportunity for vegetative screening from the lake. This criterion is not met. 7) Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; The installation of stone retaining walls without vegetative screening has changed the character of the property, impacting the surrounding area. This criterion is not met. 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 unpermitted retaining walls constructed the entire width of the property are not screened from view from the lake. The historically natural appearance of the property, although unmaintained for years, has been irrevocably altered by the additional walls installed along the entirety of the stone stair and at the base of the slope. This criterion is not met. 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; The lakeshore bluff improvements should not impair property values or the enjoyment of the neighboring property owners. This criterion has been met. 10) Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; The applicant has not provided a landscape plan to address the additional unpermitted walls constructed on site. Wherever possible, all retaining walls should be screened by year-round vegetation to provide natural screening and buffering of the stone stairway and retaining wall improvements when viewed from the lake. This criterion is not met. 11) Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; The proposed walls should not create a nuisance situation. This criterion has been met. 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; 134 FILE # LA24-000007 17 March 2025 Page 5 of 6 The property is situated on a severe curve along a busy County roadway. The amount of traffic, proximity, and location of the driveway, and the topography pose challenges for access and construction. This is an after-the-fact review of constructed improvements, impacts to traffic and residential streets are not anticipated. This criterion has been met. 13) Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; The applicant installed boulder walls to be consistent with the aesthetic of the stone slab stairway and installed rip-rap. The applicant has not provided a revised landscape plan to screen the additional, unpermitted walls. Compatibility with the character of the surrounding area has not been verified. This criterion is not met. 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; The lake yard improvements should not result in any lighting or glare being cast off the property toward the public street, the neighbors, or the lake; this criterion has been met. 15) Not detrimental to the public health, public safety, or general welfare. This is true of the project. This criterion has been met. A CUP may be granted subject to such conditions as the Council may prescribe. Additionally, a CUP 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. Section 78-1680 and 78-1700 – Hardcover Calculations: Stormwater Overlay District Tier Total Area in Zone Allowed Hardcover Existing Hardcover Proposed Hardcover Tier 1 25,288 s.f. 6,322 s.f. (25 %) 3,291.8 s.f. (13%) 3,579 s.f. (14.1%) Public Comments To date, no public comments have been received. Issues for Consideration 1. The construction of the additional, unpermitted walls was a violation of the terms of the CUP authorized by Resolution 7486, and the administrative building permit. Should the owner be required to remove the additional walls and restore the site following Resolution 7486? 2. Does the Commission find it necessary to impose conditions to mitigate the impacts created by the granting of the requested CUP? 3. Are there any other issues or concerns with this application? Planning Commission Consideration Options for Motion: 1. Deny the application as applied. The applicant should be directed to correct the site following the approved plan, which was designed by the applicant’s engineer; or 2. Move to table the application and direct the applicant to provide additional information as determined by the Planning Commission review on the April agenda; or 135 FILE # LA24-000007 17 March 2025 Page 6 of 6 3. Move to approve the project as constructed and amend the CUP after-the-fact. A revised landscape plan to screen the additional boulder walls should be provided before the City Council reviews the application. Planning Staff Recommendation Planning Commission should discuss the plan changes. determine if the additional walls constructed meet the CUP criteria for approval, and make a recommendation. If the Commission finds the criteria have been satisfied, a recommendation for approval may be appropriate. Staff recommends the Commission direct the applicant to provide an updated landscape plan to screen the walls from the lake. 136 Date: April 28, 2025 Item: 14 Presenter: Adam Edwards, City Administrator / Engineer Section: City Administrator/Engineer Report Title: Orono Fire Department Reduction in Force 1.Purpose: The purpose of this items is to reduce the number of Paid on Call (Volunteer) Orono Firefighters 2.Background: At the April 14th Council meeting, the City Council approved a Amendment to the Contract and Agreement for Fire Protection Services, dated 2002. The amendment was subsequently approved by the other partner cities on the 15th of April. The amendment aspires to limit Orono's ability to employ Paid on Call Fire Fighters per Exhibit C of the agreement. The impacted Orono City Employees are: Fire Fighter Name Serving Since JB Seals 10/09/23 Jeff Krahl 10/09/23 Ryan Kanive 10/09/23 Mike Johnsrud 10/09/23 Ben Veach 10/09/23 Justin Hinker 10/09/23 Chris Adams 01/08/24 Oliver Kennedy 05/13/24 3.Cost: The estimated monetary cost of eliminating the Orono Paid on Call positions is $170,000, if completed by May 1st of 2025, and $250,000 if completed after May 1st 2025. This cost is due to the subsequent relief association dissolution, which will occur following the elimination of all Paid on Call positions. Per State Statute 424B.22, all members will be automatically fully vested and need to be paid their earned retirement. See Exhibit A for cost breakdown. 4.Process: The power to terminate city employees rests with the City Council. Upon the direction of the City Council, city staff will issue the necessary layoff notices, and complete the other personnel action to remove the terminated employees from the city. A resolution directing the termination is at Exhibit B. A Sample Layoff Letter is at Exhibit C. 5.Staff Recommendation: I recommend that the City Council consider timing the termination of its firefighters to coincide with an orderly transition to the goals in Exhibit C of the fire contract amendment. Based on progress to date this will likely occur in the May-June time frame. AGENDA ITEM 137 COUNCIL ACTION REQUESTED Move to adopt the Resolution 7580 (Exhibit B) to terminate the Orono Fire Department Paid on Call effective April 30th, 2025. Exhibits A. Calculation for Paid on Call impacts B. Resolution 7580 Terminate OFD Paid On Call C. Layoff Notice 138 Benefit Level Amount 10,000 Effective 1-Jul-24 Effective termination 31-Dec-25 31-Dec-26 FF Hire Date Years in RA / from date of employment Amount owed Years in RA Amount owed POC JB Seals 10/09/23 2.2 22,301.37$ 3.23 32,301.37$ POC Jeff Krahl 10/09/23 2.2 22,301.37$ 3.23 32,301.37$ POC Ryan Kanive 10/09/23 2.2 22,301.37$ 3.23 32,301.37$ POC Mike Johnsrud 10/09/23 2.2 22,301.37$ 3.23 32,301.37$ POC Ben Veach 10/09/23 2.2 22,301.37$ 3.23 32,301.37$ POC Justin Hinker 10/09/23 2.2 22,301.37$ 3.23 32,301.37$ POC Chris Adams 01/08/24 2.0 19,808.22$ 2.98 29,808.22$ POC Oliver Kennedy 05/13/24 1.6 16,356.16$ 2.64 26,356.16$ 169,972.60$ 249,972.60$ Subd. 8. Immediate distribution of retirement benefits and payment of all other obligations. (a)The board of trustees shall liquidate the assets of the special fund and pay retirement benefits and administrative expenses under the retirement plan within 210 days after the effective date of the termination of the retirement plan . (b)If the retirement plan is a defined benefit plan that pays lump-sum benefits or a defined contribution plan, without regard to whether the participant has attained age 50, each participant and other benefit recipient shall be permitted to elect an immediate distribution or a direct rollover of the participant's benefit to an eligible retirement plan as permitted under section 356.633 , subdivisions 1 and 2, if the benefit is an eligible rollover distribution as defined in section 356.633, subdivision 1, paragraph (d). (c)If the retirement plan is a defined benefit plan that pays monthly pension benefits, the boardof trustees shall, at the election of the participant or other benefit recipient, purchase an annuity contract under section 424A.015, subdivision 3, naming the participant or other benefit recipient, as applicable, as the insured or distribute a lump-sum amount that is equal to the present value of the monthly pension benefits to which the participant or other benefit recipient is entitled. If an annuity is elected by the participant or other benefit recipient, the annuity shall provide for commencement at a date elected by the insured, to be paid as an annuity for the life of the insured. Legal title to the annuity contract shall be transferred to the insured. If a lump sum is elected, the option under paragraph (b) to take an immediate distribution or a direct rollover shall apply. (d)The board of trustees shall complete the distribution of all assets of the special fund bymaking any remaining distributions or transfers as required under subdivision 9 on behalf of participants or other benefit recipients who cannot be located or are unresponsive and paying any remaining administrative expenses 424A.001, Subd. 4 Subd. 12. Membership start date. Membership in a firefighters relief association begins upon the date of hire by a municipality, a joint powers board, or an independent nonprofit firefighting corporation with which the relief association is directly associated, unless otherwise specified in the relief association bylaws. (b) An involuntary termination of a relief association under this subdivision is effective on the December 31 that is at least eight months after the date on which the fire department is dissolved or the termination of employment or services of all active members of the relief association occurs. The board of trustees must comply with subdivisions 3 and 5 to 12. The board of trustees may comply with subdivision 4. The state auditor has the discretion to waive these requirements if the board of trustees requests a waiver in advance and provides adequate demonstration that meeting these requirements is not practicable. Subd. 3. Retirement plan termination date, full vesting, and forfeitures. (a) Unless subdivision 2 applies, the effective date of the termination of a retirement plan is the date approved by the board of trustees of the relief association. If the board of trustees does not approve a termination date, the effective date of the termination of a retirement plan is the effective date of the dissolution of the relief association or, if the relief association is not being dissolved, the end of the calendar year in which the termination of employment or services of all active members of the relief association occurs. (b) As of the earlier of the retirement plan termination date or the date on which the termination of employment or services of all active members of the relief association occurs, each participant becomes fully (100 percent) vested in the participant's retirement benefit under the retirement plan , notwithstanding any bylaws or laws to the contrary, except for any retiree in pay status who is receiving a monthly service pension from a relief association described in section 424A.093. (c) If the relief association is a defined contribution relief association, the account of each participant who becomes 100 percent vested under paragraph (b) shall include an allocation of any forfeiture that is required, under the bylaws of the relief association, to occur on or as of the end of the calendar year during which the termination of the retirement plan is effective, if the participant is entitled to an allocation of forfeitures under the bylaws. Any account so forfeited shall not be included in the retirement benefits that become 100 percent vested under paragraph (b). An involuntary termination of a relief association under this subdivision is effective on the December 31 that is at least eight months after the date on which the fire department is dissolved or the termination of employment or services of all active members of the relief association occurs. Subd. 2. Involuntary dissolution and termination. (a) A relief association is dissolved and the retirement plan administered by the relief association is terminated automatically if : (1) the fire department affiliated with a relief association is dissolved by action of the governing body of the municipality in which the fire department is located or by the governing body of the independent nonprofit firefighting corporation, whichever applies; or (2) the fire department affiliated with a relief association has terminated the employment or services of all active members of the relief association . As of April 1st I believe the amount would be ~ $169,972. If after May 1st the amount would be ~$249,972.60. The way I understand the rule, the amount is calculates based on the 31st of December of the year the association is terminated but that has to be at least 8 month after the termination. So if before 1 May we would use 31 Dec 25 if after we would use 31 Dec 26. 424B.22 RELIEF ASSOCIATION DISSOLUTION AND RETIREMENT PLAN TERMINATION. 139 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7580 RESOLUTION TERMINATING THE EMPLOYMENT OF ORONO PAID ON CALL FIREFIGHTERS WHEREAS,the City of Orono currently employees Paid On Call (POC) Firefighters to provide firefighting and emergency services to its citizens; and WHEREAS, the City Council approved the First Amendment to the Contract and agreement for fire services on February 14, 2025 which restricts the city’s rights to employ Paid On Call Firefighters; THERFORE BE IT RESOLVED that the Orono City Council herby terminates the employment of its Paid On Call Fire fighters effective April 30th, 2025. FURTHER, the city will provide adequate funds to the Orono Relief association retirement account to comply the automatic vesting provisions of state statute 424B.22. Adopted by the City Council of Orono, Minnesota at a regular meeting held on April 28th, 2025. ATTEST:CITY OF ORONO _____________________________________________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 140 CITY OF ORONO 2750 K ELLEY P ARKWAY ,O RONO ,M INNESOTA 55356 www.oronomn.gov April 29, 2025 RE: LAYOFF NOTICE Dear (Name), We regret to inform you that you are being laid off from your current role as a Paid-On-Call Firefighter with the City of Orono. Due to restructuring of the City of Orono Fire Department with the amended contract,the position of Paid-On-Call Firefighters has been eliminated. This layoff is permanent and will be effective April 30, 2025. The City of Orono would like to thank you for your efforts in keeping the residents of Orono safe. You will be receiving an email from Human Resources through Neogov to complete your offboarding process. Please complete the exit interview through Neogov or set up a time with Orono Fire Chief James Van Eyll. Please return all City property (including keys, access cards, ID badges, technology equipment, uniforms, etc.). Your equipment can be returned to the fire Station where it will be inventoried and confirmed complete via email or letter. Your final paycheck reflecting wages earned through April 30, 2025, will be issued on the regular payday of May 15, 2025. The City of Orono participates in an Employee Assistance Program through Sandcreek. Please do not hesitate to use the services available through the EAP at sandcreekeap.com. If you are a veteran as defined by Minn. Stat. § 197.447, you may have certain rights relating to your layoff under the Veterans’ Preference Act (Minn. Stat. § 197.46 and §197.481). Pursuant to the Act, you have the right to either petition the District Court for a writ of mandamus or the Commissioner of Veterans Affairs to determine whether the action taken was in good faith. If you wish to pursue either of these remedies, you must do so within 30 days of receipt of this notice. Please contact Anne Hentges, HR Representative at ahentges@oronomn.gov if you have questions regarding any of this information. Thank you. Sincerely, Adam Edwards, City Administrator 141