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HomeMy WebLinkAbout04-13-2020 Council PacketAgenda Council Meeting Monday, April 13, 2020 6:00 P.M. Orono Council Chambers, 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 / www.ci.orono.mn.us Sign up for email notifications at www.ci.orono.mn.us The public is invited to address the council regarding any item on the regular agenda. If your topic is not on the agenda, you may speak during the Public Comments section. To participate in this meeting please follow the instructions below: Please register to participate in the April 13, 2020 Orono City Council Meeting. The meeting begins at 6:00PM at: https://attendee.gotowebinar.com/register/8777419322633162509 After registering, you will receive a confirmation email containing information about joining the webinar. Brought to you by GoToWebinar® Webinars Made Easy® Meeting Participation Instructions for Applicants and the Public can be found at: https://www.ci.orono.mn.us/DocumentCenter/View/2255/Instructions-for-Orono-Public-Meetings-Held- Electronically Roll Call Pledge of Allegiance Approval of Agenda Consent Agenda 1. City Council Meeting Minutes of March 30, 2020 2. Claims/Bills 3. Adopt Social Media Policy 4. Approve Rental License 5. Accept Donation – Election Judge Service 6. Approval to Dispose of Firearms 7. LA20-000011 – City of Orono, Text Amendment Related to Appeals 8. LA20-000020 – Dean Johnson o/b/o HomeTime Video Productions, Inc., 90 Creek Ridge Pass / Creekside in Orono Final Plat Resolution Amendment – Resolution 9. LA19-000071 – Laurel Ulland Architecture/Martha Meyers Head, 2090 Shoreline Drive, Variance – Amended Resolution/Exhibit 10. Dock License for Dock Site A 11. Dock License for Dock Site B 12. LA19-000091 – City of Orono Text Amendment Related to Grading and Land Alterations Agenda Council Meeting Monday, April 13, 2020 6:00 P.M. Orono Council Chambers, 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 / www.ci.orono.mn.us Sign up for email notifications at www.ci.orono.mn.us Public Comments – (Limit 5 Minutes per Person) This is an opportunity for the public to address matters not on the agenda. 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. City Engineer/Public Works Director Report 13. Big Island Park ADA Trail Project (19-033) - Award Planning Department Report 14. LA20-000001 – Neil Weber o/b/o Orono Apartments LLC, 2475 Kelley Parkway, Final Master Development Plan – Resolution 15. LA20-000016 – Paul Thomas Design Build, 2710 Pence Lane, Conditional Use Permit 16. LA20-000012 – Source Land Development Inc., LAKEVIEW OF ORONO – Resolution 17. Scott and Melissa Musgjerd, 4156 Highwood Road, Encroachment Agreement Request 18. LA19-000063 – City of Orono Text Amendment Related to Special Events 19. LA20-000014 – Timothy Whitten, Whitten Associates o/b/o I Jacobs/A Jacobs Revocable Trust, 1700 Shoreline Drive – Sketch Plan Mayor/Council Report City Administrator Report City Attorney Report Adjournment Agenda Council Meeting Monday, April 13, 2020 6:00 P.M. Orono Council Chambers, 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 / www.ci.orono.mn.us Sign up for email notifications at www.ci.orono.mn.us Upcoming Events 2020 04-20-20 Planning Commission Meeting, Monday, 6:00 p.m. (Dennis Walsh) 04-27-20 Council Work Session, Monday, 5:00 p.m. 04-27-20 City Council Meeting, Monday, 6:00 p.m. 05-04-20 Park Commission Meeting, Monday, 6:00 p.m. 05-11-20 Council Work Session, Monday, 5:00 p.m. 05-11-20 City Council Meeting, Monday, 6:00 p.m. 05-18-20 Planning Commission Meeting, Monday, 6:00 p.m. (Richard Crosby) 05-25-20 Official Holiday, City Offices Closed 05-26-20 Council Work Session, Tuesday, 5:00 p.m. 05-26-20 City Council Meeting, Tuesday, 6:00 p.m. 06-08-20 Council Work Session, Monday, 5:00 p.m. 06-08-20 City Council Meeting, Monday, 6:00 p.m. 06-15-20 Planning Commission Meeting, Monday, 6:00 p.m. (Aaron Printup) 06-22-20 Council Work Session, Monday, 5:00 p.m. 06-22-20 City Council Meeting, Monday, 6:00 p.m. MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, March 30, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ Page 1 of 4 ROLL CALL The Orono City Council met on the above-mentioned date with the following member present: Mayor Dennis Walsh and the following members appearing remotely: City Council Members Richard Crosby, II, Matt Johnson, Aaron Printup, and Victoria Seals. Representing Staff were City Administrator Dustin Rief, Finance Director Ron Olson, Development Director Jeremy Barnhart, City Planners Melanie Curtis and Laura Oakden, and Public Works Director/City Engineer Adam Edwards. Mayor Walsh called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance. APPROVAL OF AGENDA CONSENT AGENDA 1. CITY COUNCIL MEETING MINUTES OF MARCH 9, 2020 2. COUNCIL WORK SESSION MINUTES OF MARCH 9, 2020 3. EMERGENCY COUNCIL MEETING OF MARCH 18, 2020 4. CLAIMS/BILLS 5. APPROVAL OF RENTAL LICENSES 7. APPROVAL TO ACCEPT DONATION 8. REQUEST TO HIRE PART-TIME OFFICER RESOLUTION NO. 7081 9. 20-019 BACK UP GENERATORS FOR LIFT STATIONS #3 (EAST LAKE STREET) AND LIFT STATION #13 (CASCO POINT) 10. 2020 SANITARY SEWER INSPECTION 11. REHABILITATION OF GS #10 (SHORELINE DRIVE), LS #19 (LOMA LINDA AVENUE) AND LS #30 (LAKEVIEW TERRACE) 12. APPOINTMENT OF SEASONAL EMPLOYEES 13. APPROVAL OF KENNEL LICENSES 14. LA20-000005 – GORDON JAMES CONSTRUCTION O/B/O DAVID & LYNN GUTERMUTH, 2665 CASCO POINT ROAD, ATF VARIANCES – DENIAL RESOLUTION NO. 7082 Crosby moved, Printup seconded, to approve the Consent Agenda as submitted. Johnson moved, Crosby seconded, to approve the Consent Agenda as revised, with Item No. 6 being removed from the Consent Agenda. VOTE: Ayes 5, Nays 0. MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, March 30, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ Page 2 of 4 Walsh recognized Gina Paulucci for her donation to the police officers. He also noted all the bids came in with a lesser amount than the City anticipated. PUBLIC COMMENTS None 6. REFUNDING OUTSTANDING 2010A BONDS Rief explained that Olson and himself were in contact with Ehlers & Associates and they did an evaluation regarding outstanding bonds. The 2010A bonds, in the amount of 1.4 million dollars, were eligible to be refunded, which would save the City about $160,000. Based on what the city has in investments and cash reserves, they felt it was a good time to refund the cash reserves over the next five years. Some of the money is MSA funding and the other is a general funds bond. Walsh said the City is fortunate to have money in the bank. He and Rief looked to see what could possibly be paid off early, and the only bonds the City has that are callable are the 2010A bonds for 1.4 million. The $160,000 that will be saved in interest is approximately $23,000 a year. The City also has $145,000 which is in the budget every year for principal payments. There is another $150,000 in the MSA funds. He stated this opens up the budget for other things the City wants to fund. Because it is a line item, it leaves room for flexibility. The City of Orono is run like a business, and their good fiscal responsibility is paying off right now. Johnson asked if there was any concern, going into somewhat of an unknown economy, to be parting with any of the reserves. Walsh said there is so much in reserves currently, $10-$20 million, that the City is sitting fairly good. He noted they are paying 3% interest and this bond would not get paid off until 2027. The line item is being freed up much earlier to take advantage of other things the City wants to get done in the next few years. Rief said he and Olson feel comfortable paying it off and the City is in a good financial position. The $12 million would pay roughly 80% of the City’s expenditures, and all of the requirements are being met as far as cash on hand and in reserve. Johnson said it was more of a rhetorical question and agrees with lessening City debt. Johnson moved, Seals seconded, to approve Refunding Outstanding 2010A Bonds. VOTE: Ayes 5, Nays 0. MAYOR/COUNCIL REPORT Seals stated she is thankful that they are home and can work from home. They survived the first day of distance learning. Crosby thanked Staff for their assistance in getting online and getting everything together. He reminded everyone to get take-out as much as possible to support the small businesses in the area. He encouraged everyone to keep the social-distancing and hand-washing and noted that we will all get through this. MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, March 30, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ Page 3 of 4 Johnson had a question regarding the attendees appearing remotely, specifically noting a triangle with an exclamation point on-screen, and asked if that was something to take notice of. Barnhart explained that meant their web viewer was in the background and they have other documents in front of that. Johnson asked if the attendees appearing remotely could be called upon to wave their hands electronically as a test run. Mason Balster and John Dosch did so; pleasantries were exchanged after they were called upon. Printup noted he did not see hand-raising, so the Council members and Staff discussed the procedure of making that option available. Printup thanked City Staff for keeping the City running. He also thanked the officers and staff in the jails and prisons. He asked everyone to do their part on the outside to help avoid it coming inside of those facilities. He said his heart goes out to those unable to work. Crosby also thanked the first responders, police officers, firefighters, EMTs, nurses, and the people working in the grocery stores. Walsh echoed other Council members’ sentiments and said Orono is open for business and the Police and Fire Departments are fully functioning. The roadwork is getting done as scheduled and they will get more bids for new roads for the next year(s). The next newsletter will be out soon. He reminded everyone this is a strong community, and that this is the time to help out friends, family, small businesses, and nonprofits. He noted his wife likes the 20/20 tipping motto: 20% and $20. He noted City Administrator Rief and his family are sick and wished them all well. Johnson said the City has done a really good job of making public spaces available whenever they can, and they’ve been pretty liberal over the years about letting people use the golf course, even before and after the open season, for walking around, etc. The City will continue to do that even if the environment does not allow for it at this time. The golf course is currently barricaded because people were doing damage to tee boxes and greens because of the soft ground. Rief left the meeting. CITY ADMINISTRATOR REPORT None CITY ATTORNEY REPORT None ADJOURNMENT Printup moved, Crosby seconded, to adjourn the Orono City Council meeting at 6:21 p.m. VOTE: Ayes 5, Nays 0. MINUTES OF THE ORONO CITY COUNCIL MEETING Monday, March 30, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ Page 4 of 4 ATTEST: _____________________________________ _______________________________________ Anna Carlson, City Clerk Dennis Walsh, Mayor AGENDA ITEM Prepared By: MLU Reviewed By: RJO Approved By: DJR 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 113713 to 113801, totaling $325,366.36. 3. Noteworthy Payments. Vendor Amount Description of Payment #113717 ABM Equipment & Supply LLC $82,717.00 Payment for a versa lift for Public Work Unit #421. #113730 City of Long Lake $6,037.39 Payment for landscaping done on CSAH 112. #113784 Streichers Police Equip. $12,126.35 Payment for set-up on squad unit #260. 4. Staff Recommendation. Staff recommends approval of a motion authorizing payment to the claims list as presented. COUNCIL ACTION REQUESTED Motion to approve the claims list as presented. Exhibits A. Check Register Item No.: 2 Date: April 13, 2020 Item Description: Claims/Bills Presenter: Ron Olson Finance Director Agenda Section: Consent Agenda City of Orono Check Register - COUNCIL REPORT Page: 1 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount THE GILLESPIE CENTER 04/09/2020 112965 110519 101-41800-490 2019 Annual Grant Human Services 9,500.00- Total 112965:9,500.00- UNITED STATES POSTAL SERVI 04/01/2020 113713 033120 601-49400-322 1ST QTR 2020 UTILITY BILLS Water 82.96 UNITED STATES POSTAL SERVI 04/01/2020 113713 033120 602-49450-322 1ST QTR 2020 UTILITY BILLS Sewer 477.04 UNITED STATES POSTAL SERVI 04/01/2020 113713 033120 651-49910-322 1ST QTR 2020 UTILITY BILLS Storm Water 477.05 Total 113713:1,037.05 A 1 RENTAL 04/13/2020 113716 147026 651-49910-415 EQUIPMENT RENTAL - STORM WATER REPAIR Storm Water 179.30 Total 113716:179.30 ABM Equipment & Supply LLC 04/13/2020 113717 0163172-IN 701-49800-222 BUCKET TRUCK BASKET COVER 105.00 ABM Equipment & Supply LLC 04/13/2020 113717 0163206-IN 405-48500-550 BODY #421 82,612.00 Total 113717:82,717.00 ADVANCED IMAGING SOLUTIO 04/13/2020 113718 410602338 710-49970-413 PW COPIER LEASE 03/20/20-4/20/20 10.50 Total 113718:10.50 ALLSTREAM 04/13/2020 113719 16740082 101-42110-321 PHONE SERVICE 02/23-04/22/20 Police Department 317.63 ALLSTREAM 04/13/2020 113719 16740082 101-41900-321 PHONE SERVICE 02/23-04/22/20 Central Services 444.69 ALLSTREAM 04/13/2020 113719 16740082 601-49400-321 PHONE SERVICE 02/23-04/22/20 Water 74.11 ALLSTREAM 04/13/2020 113719 16740082 602-49450-321 PHONE SERVICE 02/23-04/22/20 Sewer 169.40 ALLSTREAM 04/13/2020 113719 16740082 101-45210-321 PHONE SERVICE 02/23-04/22/20 Golf Course 52.94 Total 113719:1,058.77 APPRIZE TECHNOLOGY SOLUT 04/13/2020 113720 19816 101-41900-319 ADMINISTRATIVE FEE 04/20 Central Services 566.50 Total 113720:566.50 ASPEN EQUIPMENT 04/13/2020 113721 10216159 701-49800-222 MUD FLAPS 46.13 ASPEN EQUIPMENT 04/13/2020 113721 10216240 701-49800-402 UNIT #426 REPAIR TASK 43432 4,802.11 Total 113721:4,848.24 City of Orono Check Register - COUNCIL REPORT Page: 2 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount BIFFS INC 04/13/2020 113722 W758650 101-45200-415 LURTON PARK Parks 66.50 BIFFS INC 04/13/2020 113722 W758651 101-45200-415 SEVEN NATION NATURAL AREA PORTA POTTY Parks 47.51 Total 113722:114.01 CAMPBELL KNUTSON 04/13/2020 113723 0000G-173 101-41600-307 GENERAL LEGAL 3/2020 Law/Legal Services 1,652.96 CAMPBELL KNUTSON 04/13/2020 113723 0000G-173 101-41600-307 COVID19 - LEGAL ISSUES/REVIEW Law/Legal Services 1,330.50 CAMPBELL KNUTSON 04/13/2020 113723 0004G-161 101-42110-307 POLICE MATTERS 3/20 Police Department 363.00 CAMPBELL KNUTSON 04/13/2020 113723 0115G-116 101-41600-308 CODE ENFORCEMENT 3/20 Law/Legal Services 99.00 CAMPBELL KNUTSON 04/13/2020 113723 0201G-95 101-41600-307 MISC RECORDINGS 03/20 Law/Legal Services 143.80 CAMPBELL KNUTSON 04/13/2020 113723 0441G-12 101-41600-307 LAND REISTRATION - AZAD Law/Legal Services 260.20 CAMPBELL KNUTSON 04/13/2020 113723 0664G-2 101-43280-307 LA20-000010 Special Services 521.50 CAMPBELL KNUTSON 04/13/2020 113723 0665G-1 101-43280-307 LA19-000103 - 135 OR ORCHARD Special Services 110.00 CAMPBELL KNUTSON 04/13/2020 113723 0666G-1 101-43280-307 LA20-00003 1485 SIXTH AVE Special Services 110.00 CAMPBELL KNUTSON 04/13/2020 113723 0667G-1 101-43280-307 LA20-00005 2665 CASCO Special Services 357.50 CAMPBELL KNUTSON 04/13/2020 113723 0668G-1 101-43280-307 PERMIT LA20-000007 Special Services 110.00 CAMPBELL KNUTSON 04/13/2020 113723 0669G-1 101-43280-307 LA20-000009 2480 CARMAN ST Special Services 110.00 CAMPBELL KNUTSON 04/13/2020 113723 0800G-56 101-42400-307 STAFF MEETINGS 3/20 Building & Zoning 247.50 CAMPBELL KNUTSON 04/13/2020 113723 0801G-56 101-41600-307 COUNCIL MEETING 03/20 Law/Legal Services 1,122.00 CAMPBELL KNUTSON 04/13/2020 113723 0802G-56 101-42400-307 B&Z ASSISTANCE 3/20 Building & Zoning 1,237.50 CAMPBELL KNUTSON 04/13/2020 113723 0803G-47 101-41600-307 ORDINANCES 3/20 Law/Legal Services 1,534.50 Total 113723:9,309.96 CARDMEMBER SERVICE 04/13/2020 113724 033120 101-42110-437 DMT RECERTIFICATION FOURNIER Police Department 75.00 CARDMEMBER SERVICE 04/13/2020 113724 040120-1 101-42110-433 MPPOA 2020 DUES Police Department 206.28 CARDMEMBER SERVICE 04/13/2020 113724 040120-2 101-42110-433 MPPOA 2020 DUE-FARNIOK Police Department 51.80 CARDMEMBER SERVICE 04/13/2020 113724 040120-3 101-42110-226 COVID FACESHIELDS Police Department 175.06 Total 113724:508.14 CARGILL SALT 04/13/2020 113725 2905346956 601-49400-216 SOFTENER SALT Water 5,129.50 Total 113725:5,129.50 CENTERPOINT ENERGY MAIN 04/13/2020 113726 032320 602-49450-381 1222 BRACKETTS PT RD GAS 2/19/20-3/19/20 Sewer 21.45 CENTERPOINT ENERGY MAIN 04/13/2020 113726 032720 601-49400-381 GAS SERVICE 02/21/20 -12/20/20 Water 626.18 CENTERPOINT ENERGY MAIN 04/13/2020 113726 032720 602-49450-381 GAS SERVICE 02/21/20-03/20/20 Sewer 569.88 CENTERPOINT ENERGY MAIN 04/13/2020 113726 032720 101-41900-381 GAS SERVICE 02/21/20-03/20/20 Central Services 868.02 CENTERPOINT ENERGY MAIN 04/13/2020 113726 032720 101-42110-381 GAS SERVICE 02/21/20-03/20/20 Police Department 278.67 City of Orono Check Register - COUNCIL REPORT Page: 3 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount CENTERPOINT ENERGY MAIN 04/13/2020 113726 032720 101-45210-381 GAS SERVICE 02/21/20-03/20/20 Golf Course 156.56 Total 113726:2,520.76 CENTURY LINK 04/13/2020 113727 031920 101-45210-321 GC PHONE/INTERNET 3/19-4/18/20 Golf Course 228.00 Total 113727:228.00 CINTAS CORPORATION 04/13/2020 113728 4046701581 101-43000-226 UNIFORMS Public Works Department 59.54 CINTAS CORPORATION 04/13/2020 113728 4046701581 101-43000-221 SHOP TOWELS Public Works Department 2.63 CINTAS CORPORATION 04/13/2020 113728 4046701581 101-43000-404 MAT SERVICE - PW Public Works Department 14.40 CINTAS CORPORATION 04/13/2020 113728 4047289840 101-43000-221 SHOP TOWELS Public Works Department 2.63 CINTAS CORPORATION 04/13/2020 113728 4047289840 101-43000-226 UNIFORMS Public Works Department 59.54 Total 113728:138.74 CITY OF BLOOMINGTON 04/13/2020 113729 2000061 601-49400-489 BACTERIAL WATER TESTING Water 31.50 Total 113729:31.50 CITY OF LONG LAKE 04/13/2020 113730 00201486 408-48800-590 CSAH 112 - LANDSCAPING 6,037.39 Total 113730:6,037.39 City of Orono Utilities 04/13/2020 113731 1ST QTR 20 101-41900-381 1ST QTR 2020 UB - CH Central Services 213.84 City of Orono Utilities 04/13/2020 113731 1ST QTR 20 101-42110-382 1ST QTR 2020 UB - PD Police Department 213.85 City of Orono Utilities 04/13/2020 113731 1ST QTR 20 101-45210-382 2020 SEPTIC/STORMWATER - GC Golf Course 285.50 City of Orono Utilities 04/13/2020 113731 1ST QTR 20 101-41900-382 1ST QUARTER 2020 POST OFFICE Central Services 234.41 City of Orono Utilities 04/13/2020 113731 1ST QTR 20 101-41900-382 1ST QTR 2020 UB-PW Central Services 427.69 City of Orono Utilities 04/13/2020 113731 1ST QTR 20 601-49400-382 1ST QUARTER 2020 - WATER PLANT Water 400.73 Total 113731:1,776.02 CITY OF ST PAUL 04/13/2020 113732 IN40289 101-42110-436 TRAINING Police Department 190.00 Total 113732:190.00 DELTA DENTAL 04/13/2020 113733 RIS0002730 101-21709 0037220072 APRIL 2020 DENTAL 3,239.28 City of Orono Check Register - COUNCIL REPORT Page: 4 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 113733:3,239.28 DPC INDUSTRIES 04/13/2020 113734 827000316-2 601-49400-216 CHLORINE & CHEMICALS Water 537.00 Total 113734:537.00 Dunkley, William & Sue 04/13/2020 113735 040720 101-22205 ESCROW REFUND - LA19-00017 700.00 Dunkley, William & Sue 04/13/2020 113735 040720 101-39615 ESCROW REFUND - LA19-00017 21.00- Total 113735:679.00 EARL F ANDERSON & ASSOC 04/13/2020 113736 0122749-IN 101-45200-223 DOCK LICENSE SIGNS Parks 107.75 EARL F ANDERSON & ASSOC 04/13/2020 113736 0122879-IN 101-43000-224 SIGN POSTS Public Works Department 1,720.65 Total 113736:1,828.40 ECM PUBLISHERS INC 04/13/2020 113737 766023 101-45200-352 SEASONAL JOB ADS Parks 75.00 ECM PUBLISHERS INC 04/13/2020 113737 767228 101-45200-352 SEASONAL JOB ADS Parks 75.00 ECM PUBLISHERS INC 04/13/2020 113737 768311 101-45200-352 SEASONAL JOB ADS Parks 75.00 Total 113737:225.00 EDDIES AUTO AND MARINE 04/13/2020 113738 48474 101-42110-402 SQUAD MAINTENANCE Police Department 591.35 Total 113738:591.35 Emergency Medical Products Inc 04/13/2020 113739 2151820 101-42110-221 COVID SUPPLIES Police Department 14.00 Total 113739:14.00 ERICKSON BUILDERS & CO 04/13/2020 113740 1911WARR1 101-43000-408 GUARD RAIL REPAIRS Public Works Department 4,908.39 Total 113740:4,908.39 ESS BROTHERS & SONS 04/13/2020 113741 AA1382 602-49450-240 MANHOLE HOOKS Sewer 240.00 Total 113741:240.00 FAST SIGNS 04/13/2020 113742 100-32390 101-45200-225 LURTON TREE SIGNS Parks 399.93 City of Orono Check Register - COUNCIL REPORT Page: 5 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount FAST SIGNS 04/13/2020 113742 100-35150 101-45200-223 COVID 19 - LURTON SIGN Parks 25.81 FAST SIGNS 04/13/2020 113742 100-35201 101-45210-240 GOLF COURSE CLOSED SIGN Golf Course 295.10 FAST SIGNS 04/13/2020 113742 100-35218 101-45220-223 COVID 19 - BRUSH SITE SIGN Brush Site 72.17 Total 113742:793.01 FERGUSON WATERWORKS #25 04/13/2020 113743 0451420 601-49400-227 METER FOR RESALE TO 2635 KELLEY PARKWA Water 922.44 Total 113743:922.44 GARY L FISCHLER & ASSOCIAT 04/13/2020 113744 12666 101-42110-319 PSYCH TEST NEW HIRE Police Department 650.00 Total 113744:650.00 GENUINE PARTS COMPANY/NA 04/13/2020 113745 3270-470158 701-49800-403 BATTERY 46.49 GENUINE PARTS COMPANY/NA 04/13/2020 113745 3270-470850 701-49800-222 UNIT 111 PREVENTIVE MAINTENANCE 14.18 GENUINE PARTS COMPANY/NA 04/13/2020 113745 3270-471041 101-43000-221 WISK BROOMS Public Works Department 12.80 GENUINE PARTS COMPANY/NA 04/13/2020 113745 3270-471116 701-49800-222 BRAKE PADS 132.48 GENUINE PARTS COMPANY/NA 04/13/2020 113745 3270-471130 701-49800-221 CREDIT RETURN 61.00- Total 113745:144.95 GEPHART ELECTRIC CO INC 04/13/2020 113746 160203 601-49400-404 NORTH WELL REPLACE THERMOSTAT Water 434.59 Total 113746:434.59 GOPHER ACE 04/13/2020 113747 000966/1 651-49910-406 STORM SEWER REPAIRS Storm Water 30.58 GOPHER ACE 04/13/2020 113747 000966/1 101-43000-240 PORTABLE DRILL, IMPACTOR, GRINDOR FOR N Public Works Department 199.99 GOPHER ACE 04/13/2020 113747 000968/1 701-49800-221 TIE DOWN RACHETING 23.99 GOPHER ACE 04/13/2020 113747 1000/1 101-43000-226 PPE GLOVES FOR BRANDON Public Works Department 15.99 GOPHER ACE 04/13/2020 113747 1001/1 101-43000-226 CREDIT ON GLOVES Public Works Department 2.00- GOPHER ACE 04/13/2020 113747 966/1 651-49910-223 MISC SUPPLIES Storm Water 30.59 GOPHER ACE 04/13/2020 113747 966/1 101-43000-240 TOOLS FOR UNIT 421 Public Works Department 199.98 GOPHER ACE 04/13/2020 113747 997/1 651-49910-223 MOTAR MIX Storm Water 25.77 Total 113747:524.89 GOPHER STATE ONE CALL 04/13/2020 113748 0030649 601-49400-489 LOCATES Water 95.85 GOPHER STATE ONE CALL 04/13/2020 113748 0030649 602-49450-489 LOCATES Sewer 95.85 City of Orono Check Register - COUNCIL REPORT Page: 6 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 113748:191.70 Gordon James Construction 04/13/2020 113749 040720 101-22205 ESCROW REFUND LA19-00005 700.00 Total 113749:700.00 GRANICUS INC.04/13/2020 113750 125126 614-49840-329 STREAMING MEETINGS Cable Franchise 7,263.27 Total 113750:7,263.27 Great West Mechanical 04/13/2020 113751 040120 999-10010 REFUND - METER COSTS 4,321.23 Total 113751:4,321.23 GROUP HEALTH INC 04/13/2020 113752 W817092 101-42110-135 EAP HEALTH FOR 3/2020 Police Department 12.00 Total 113752:12.00 HENNEPIN COUNTY INFOR TE 04/13/2020 113753 1000148983 101-42110-414 PD RADIOS 3/2020 Police Department 2,273.08 HENNEPIN COUNTY INFOR TE 04/13/2020 113753 1000149006 101-43000-414 PW RADIOS 04/20 Public Works Department 206.91 HENNEPIN COUNTY INFOR TE 04/13/2020 113753 1000149175 710-49970-401 NETWORK SUPPORT 4-2020 58.00 Total 113753:2,537.99 HENNEPIN COUNTY SHERIFF 04/13/2020 113754 1000149255 101-41600-309 JAIL CHARGES-APR/2020 Law/Legal Services 228.60 Total 113754:228.60 Hopping, Matthew & Angela 04/13/2020 113755 040720 101-22205 ESCROW REFUND LA18-000040,RPS18-000069 8,000.00 Hopping, Matthew & Angela 04/13/2020 113755 040720 101-39615 ESCROW REFUND LA18-000040,RPS18-000069 240.00- Total 113755:7,760.00 KLINGSPOR 04/13/2020 113756 3872237 602-49450-240 CUTOFF SAWBLADES Sewer 458.06 Total 113756:458.06 LAKE MTKA CONSERVATION DI 04/13/2020 113757 031620 651-49910-433 2ND QTR 2020 LEVY PMT Storm Water 14,711.50 City of Orono Check Register - COUNCIL REPORT Page: 7 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 113757:14,711.50 Lakeview Industries 04/13/2020 113758 420407 101-42110-221 COVID SUPPLIES Police Department 162.81 Total 113758:162.81 LANO EQUIPMENT 04/13/2020 113759 03-711484 651-49910-415 RENTAL MINI BACKHOE STORM SEWER REPAIR Storm Water 250.00 Total 113759:250.00 Lemmerman Construction 04/13/2020 113760 040720 101-22205 ESCROW REFUND - LA19-000106 700.00 Lemmerman Construction 04/13/2020 113760 040720 101-39615 ESCROW REFUND - LA19-000106 21.00- Total 113760:679.00 LOGIS 04/13/2020 113761 48545 405-48500-575 HOSTED SERVERS PROJECT 1,781.25 LOGIS 04/13/2020 113761 48574 710-49970-329 BACKUPS 4/20 804.00 LOGIS 04/13/2020 113761 48574 101-42110-310 POLICE RECORDS 4/20 Police Department 7,305.00 LOGIS 04/13/2020 113761 48574 710-49970-311 HOSTED SERVERS 4/20 1,247.00 LOGIS 04/13/2020 113761 48574 710-49970-329 INTERNET 4/20 509.00 LOGIS 04/13/2020 113761 48618 710-49970-416 MICROSOFT LICENSING 12,068.42 Total 113761:23,714.67 MACQUEEN EQUIPMENT 04/13/2020 113762 W06158 701-49800-222 UNIT #460 REPAIR 660.76 Total 113762:660.76 MANSFIELD OIL COMPANY 04/13/2020 113763 21726500 101-42110-212 UNLEADED FUEL Police Department 715.00 MANSFIELD OIL COMPANY 04/13/2020 113763 21726517 101-42110-212 UNLEADED FUEL Police Department 1,232.30 MANSFIELD OIL COMPANY 04/13/2020 113763 21726518 701-49800-212 DIESEL FUEL 69.82 MANSFIELD OIL COMPANY 04/13/2020 113763 21732907 701-49800-212 DIESEL FUEL 959.16 MANSFIELD OIL COMPANY 04/13/2020 113763 21732908 101-42110-212 UNLEADED FUEL Police Department 398.12 Total 113763:3,374.40 MARKUSEN, LOCKIE B 04/13/2020 113764 040620 999-10015 REFUND - UTILITY OVERPAYMENT 1,901.17 City of Orono Check Register - COUNCIL REPORT Page: 8 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 113764:1,901.17 MET COUNCIL ENVIRONMENTA 04/13/2020 113765 0001108408 602-49450-383 WASTEWATER CHARGES 05/2020 Sewer 51,616.28 Total 113765:51,616.28 MIKE WOCKEN 04/13/2020 113766 032320 101-42110-240 COVID WIPES Police Department 18.90 Total 113766:18.90 MINNESOTA EQUIPMENT 04/13/2020 113767 P89600 101-45200-223 BACKPACK BLOWER Parks 599.99 MINNESOTA EQUIPMENT 04/13/2020 113767 P89780 701-49800-402 SLOW VEHICLE SIGN 30.69 MINNESOTA EQUIPMENT 04/13/2020 113767 P90187 101-43000-212 CHAINSAW BAR AND FUEL MIX OIL Public Works Department 46.17 MINNESOTA EQUIPMENT 04/13/2020 113767 P90187 101-43000-226 PPE GLOVES CLINT Public Works Department 39.90 MINNESOTA EQUIPMENT 04/13/2020 113767 P90187 101-43000-221 CHAINSAW CHAINS Public Works Department 59.85 Total 113767:776.60 MOUND TRUE VALUE 04/13/2020 113768 166903 101-42110-221 CLEANING SUPPLIES/COVID Police Department 6.58 MOUND TRUE VALUE 04/13/2020 113768 166953 101-42110-226 COVID-UNIFORMS Police Department 38.78 MOUND TRUE VALUE 04/13/2020 113768 166978 101-42110-221 CLEANING SUPPLIES/COVID Police Department 12.97 Total 113768:58.33 MTI DISTRIBUTING INC 04/13/2020 113769 1241967-01 101-45210-221 PRE-CLEANER Golf Course 19.34 MTI DISTRIBUTING INC 04/13/2020 113769 1248571-00 101-45210-221 FILTERS - RETURNED Golf Course 18.19- Total 113769:1.15 MUNICIPAL CODE CORPORATI 04/13/2020 113770 00341054 101-41900-352 CODE UPDATES Central Services 1,374.00 Total 113770:1,374.00 NAVARRE HARDWARE 04/13/2020 113771 321837 701-49800-221 CLAMPS FOR TOOL BRACKET 22.74 NAVARRE HARDWARE 04/13/2020 113771 323499 101-45200-223 COVID-19 DISINFECTANT Parks 24.46 NAVARRE HARDWARE 04/13/2020 113771 323536 101-45200-223 IMPACT BITS / BATTERY Parks 13.47 NAVARRE HARDWARE 04/13/2020 113771 323566 101-45200-223 STAR BITS - PARKS TOOLS Parks 13.47 NAVARRE HARDWARE 04/13/2020 113771 323600 101-42110-240 COVID CLEANING Police Department 15.96 NAVARRE HARDWARE 04/13/2020 113771 323643 101-45200-223 LURTON GATE HARDWARE Parks 1.28 City of Orono Check Register - COUNCIL REPORT Page: 9 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount NAVARRE HARDWARE 04/13/2020 113771 323646 651-49910-406 CONCRETE MIX Storm Water 55.92 NAVARRE HARDWARE 04/13/2020 113771 323706 101-45200-223 DOCK POST CAP Parks 9.54 Total 113771:156.84 NEWEGG INC 04/13/2020 113772 1302711621 710-49970-221 MONITORS 249.96 NEWEGG INC 04/13/2020 113772 1302712132 710-49970-221 COVID19 - VIDEO CABLES WORK AT HOME 33.44 NEWEGG INC 04/13/2020 113772 1302713643 710-49970-575 LAPTOPS - CM, UB CLERK 852.00 NEWEGG INC 04/13/2020 113772 1302716806 710-49970-221 HARDDRIVE 118.95 Total 113772:1,254.35 NORTH MEMORIAL 04/13/2020 113773 033120 101-42110-437 TRAINING (3 OFFICERS)Police Department 175.00 Total 113773:175.00 OFFICE DEPOT 04/13/2020 113774 4659205370 101-41900-201 OFFICE SUPPLIES Central Services 78.43 Total 113774:78.43 Premium Waters Inc 04/13/2020 113775 850551-03-2 101-42110-404 OFFICE SUPPLIES Police Department 24.22 Total 113775:24.22 QUALITY FLOW SYSTEMS INC 04/13/2020 113776 38805 602-49450-227 LIFT STATION CLOCKS Sewer 360.00 Total 113776:360.00 RANDYS ENVIRONMENTAL SER 04/13/2020 113777 031920 101-45210-404 GARBAGE SERVICE - 3/2020 Golf Course 83.59 RANDYS ENVIRONMENTAL SER 04/13/2020 113777 031920 101-41900-407 GARBAGE SERVICE -3/2020 Central Services 721.16 RANDYS ENVIRONMENTAL SER 04/13/2020 113777 031920 101-45200-404 GARBAGE SERVICE - 3/2020 Parks 48.48 Total 113777:853.23 RDO EQUIPMENT 04/13/2020 113778 E0643301 701-49800-221 BACKHOE BUCKET 1'1,166.25 Total 113778:1,166.25 Riverside Design 04/13/2020 113779 1914 101-42110-352 PRINTING Police Department 139.77 City of Orono Check Register - COUNCIL REPORT Page: 10 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 113779:139.77 ROB HOWELLS 04/13/2020 113780 033020 614-49840-319 1ST QTR VIDEO STREAMING Cable Franchise 940.00 Total 113780:940.00 SAFETY VEHICLE SOLUTIONS 04/13/2020 113781 2020 701-49800-221 WARNING LIGHTS FOR UNITS 424, 426, 427 480.00 SAFETY VEHICLE SOLUTIONS 04/13/2020 113781 2023 701-49800-221 WARNING LIGHTS FOR UNITS 421 480.00 SAFETY VEHICLE SOLUTIONS 04/13/2020 113781 2024 701-49800-222 PHONE HOLDER 75.00 Total 113781:1,035.00 SECURITY & SOUND CO 04/13/2020 113782 22065 614-16500 COUNCIL VIDEO SCREEN EXCHANGE 423.50 Total 113782:423.50 SiteOne Landscape Supply LLC 04/13/2020 113783 98394774-00 101-43000-224 WEED CONTROL Public Works Department 267.34 Total 113783:267.34 STREICHERS POLICE EQUIP 04/13/2020 113784 CM285410 101-42110-226 UNIFORMS Police Department 41.99- STREICHERS POLICE EQUIP 04/13/2020 113784 I1418424 101-42110-550 SQUAD #260 SET-UP Police Department 9,599.83 STREICHERS POLICE EQUIP 04/13/2020 113784 I1420193 101-43000-226 TOURNIQUETS FOR CHAIN SAW BAG Public Works Department 119.96 STREICHERS POLICE EQUIP 04/13/2020 113784 I1421198 231-45650-226 UNIFORMS 37.99 STREICHERS POLICE EQUIP 04/13/2020 113784 I1422679 101-42110-226 UNIFORMS Police Department 29.99 STREICHERS POLICE EQUIP 04/13/2020 113784 I1422756 101-42110-226 UNIFORMS Police Department 1,734.66 STREICHERS POLICE EQUIP 04/13/2020 113784 I1423425 101-42110-226 UNIFORMS Police Department 519.92 STREICHERS POLICE EQUIP 04/13/2020 113784 I1423522 101-42110-226 UNIFORMS Police Department 125.99 Total 113784:12,126.35 Strumstad, Tony & Kathryn 04/13/2020 113785 040620 999-10015 REFUND - UTILITY OVERPAYMENT 323.01 Total 113785:323.01 Sunnybrook Custom Homes LLC 04/13/2020 113786 040720 101-22205 ESCROW REFUND RPS18-000069 1,000.00 Sunnybrook Custom Homes LLC 04/13/2020 113786 040720 101-39615 ESCROW REFUND - RPS18-000069 30.00- City of Orono Check Register - COUNCIL REPORT Page: 11 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 113786:970.00 THE GILLESPIE CENTER 04/13/2020 113787 110519 101-41800-490 2019 Annual Grant Human Services 9,500.00 Total 113787:9,500.00 THE HOME DEPOT 04/13/2020 113788 2310932 101-45210-201 CLUBHOUSE MOP Golf Course 30.91 Total 113788:30.91 THOMSON WEST 04/13/2020 113789 842064413 101-42110-311 WEST INFORMATION Police Department 204.96 Total 113789:204.96 TimeSaver Off Site Secretarial Inc 04/13/2020 113790 M25550 101-45200-319 PARK COMMISSION MINUTES Parks 403.50 TimeSaver Off Site Secretarial Inc 04/13/2020 113790 M25550 101-41300-439 PLANNING COMMISSION MINUTES Administration 336.00 TimeSaver Off Site Secretarial Inc 04/13/2020 113790 M25550 101-41110-439 CC MEETING MINUTES Mayor & Council 511.75 Total 113790:1,251.25 Traut Companies 04/13/2020 113791 323732 601-49400-405 WELL #3 Water 7,100.00 Traut Companies 04/13/2020 113791 323733 601-49400-405 WELL #3 REPLACEMENT PARTS Water 1,723.00 Total 113791:8,823.00 TWIN CITY GARAGE DOOR CO 04/13/2020 113792 Z132017 101-41900-404 PW NORTH GARAGE DOOR, ADJUST CHAIN TE Central Services 313.00 Total 113792:313.00 US Bank Equipment Finance 04/13/2020 113793 410643209 710-49970-413 COPIERS 596.76 Total 113793:596.76 VALLEY RICH CO 04/13/2020 113794 28145 601-49400-405 WATERMAIN BREAK 3325 CRYSTAL BAY RD Water 3,525.85 Total 113794:3,525.85 VANGUARD CLEANING SYSTE 04/13/2020 113795 71605 101-41900-407 JANITORIAL SERVICE - CITY 4/20 Central Services 1,435.50 VANGUARD CLEANING SYSTE 04/13/2020 113795 71605 101-42110-407 JANITORIAL SERVICE -PD 4/20 Police Department 1,039.50 City of Orono Check Register - COUNCIL REPORT Page: 12 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 113795:2,475.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7885 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7886 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7887 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7888 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 265.48 VARNER MOBILE SERVICES LL 04/13/2020 113796 7889 701-49800-402 ANNUAL DOT TRUCK, UNIT #428 189.60 VARNER MOBILE SERVICES LL 04/13/2020 113796 7890 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7891 701-49800-402 ANNUAL DOT TRUCK, UNIT #426 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7892 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7893 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 188.98 VARNER MOBILE SERVICES LL 04/13/2020 113796 7894 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7907 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7908 701-49800-402 ANNUAL DOT INSPECTION 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7909 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7910 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7911 701-49800-402 ANNUAL DOT TRUCK, TRAILER INSPECTIONS 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7912 701-49800-402 ANNUAL DOT TRUCK, UNIT #612 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7913 701-49800-402 ANNUAL DOT INSPECTION 115.00 VARNER MOBILE SERVICES LL 04/13/2020 113796 7914 701-49800-402 ANNUAL DOT TRUCK, UNIT #427 188.90 VARNER MOBILE SERVICES LL 04/13/2020 113796 7925 701-49800-402 ANNUAL DOT INSPECTION 115.00 Total 113796:2,557.96 VESSCO INC 04/13/2020 113797 79454 601-49400-405 INJECTOR FOR NAVARRE WTR PLANT Water 2,511.65 Total 113797:2,511.65 WASTE MANAGEMENT RECYC 04/13/2020 113798 0067631-280 603-49500-316 RECYCLING 04/2020 15,831.75 Total 113798:15,831.75 WATER CONSERVATION SVC IN 04/13/2020 113799 10338 601-49400-405 LEAK LOCATE 3325 CRYSTAL BAY RD Water 323.64 Total 113799:323.64 WILLIAMS TOWING 04/13/2020 113800 153260 231-45650-436 FORFEITURE TOWING CASE OR200002463 155.00 WILLIAMS TOWING 04/13/2020 113800 20-318 101-42110-402 SQUAD TOW Police Department 149.75 City of Orono Check Register - COUNCIL REPORT Page: 13 Check Issue Dates: 3/31/2020 - 4/13/2020 Apr 09, 2020 02:19PM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 113800:304.75 XCEL ENERGY 04/13/2020 113801 679278388-1 101-41900-381 ELECTRIC 2/24/20-3/24/20 Central Services 1,843.80 XCEL ENERGY 04/13/2020 113801 679278388-1 101-42110-381 ELECTRIC 2/24/20-3/24/20 Police Department 1,033.23 XCEL ENERGY 04/13/2020 113801 679278388-1 101-42110-381 ELECTRIC 2/24/20-3/24/20 Police Department 32.01 XCEL ENERGY 04/13/2020 113801 679278388-1 101-43000-381 ELECTRIC 2/24/20-3/24/20 Public Works Department 200.44 XCEL ENERGY 04/13/2020 113801 679278388-1 101-43000-386 ELECTRIC 2/24/20-3/24/20 Public Works Department 2,114.55 XCEL ENERGY 04/13/2020 113801 679278388-1 101-45200-381 ELECTRIC 2/24/20-3/24/20 Parks 33.96 XCEL ENERGY 04/13/2020 113801 679278388-1 601-49400-381 ELECTRIC 2/24/20-3/24/20 Water 5,567.23 XCEL ENERGY 04/13/2020 113801 679278388-1 602-49450-381 ELECTRIC 2/24/20-3/24/20 Sewer 430.32 XCEL ENERGY 04/13/2020 113801 679278388-1 101-45210-381 ELECTRIC 2/24/20-3/24/20 Golf Course 160.95 Total 113801:11,416.49 Grand Totals: 325,366.36 AGENDA ITEM Prepared By: DJR Reviewed By: DJR Approved By: DJR 1. Purpose: To adopt a policy regarding the handling of Social Media accounts for the City Background: The City maintains 4 social media accounts, two for the Police Department and 2 as the City. The managers of those accounts are responsible individuals that work for the City, but have recently come into scrutiny about their informational posts. The City does not have a formal policy regarding how to handle comments etc. and the account managers have asked for guidance. The attached policy is designed to help them manage these accounts and follows best practices and policy as vetted by other cities and the League of Minnesota Cities. 2. Staff Recommendation: Adopt the Social Media Policy COUNCIL ACTION REQUESTED Motion to adopt the Social Media Policy Exhibit A A. Social Media Policy Item No.: 3 Date: April 13, 2020 Item Description: Social Media Policy Presenter: Dustin Rief Agenda Section: Consent Agenda City of Orono Social Media Policy Page 1 CITY OF ORONO SOCIAL MEDIA POLICY Purpose Social networking in government serves two primary functions: to communicate and deliver messages directly to citizens and to encourage citizen involvement, interaction, and feedback. Information which is distributed via social networking must be accurate, consistent, and timely and meet the information needs of the City’s intended audience. Social media is used for social networking, and this policy seeks to ensure proper administration of the City of Orono’s social media sites by its representatives. The City has limited control of social media accounts with third parties (i.e., Facebook, Twitter, etc.). At the same time, there is a general expectation by the public that this City have a social media presence by which to share information about current city projects and city business. For municipal purposes, the City’s social media accounts will be used for incidental, non-vital communication and general information only. It is not the purpose of the city’s social media accounts to be a medium for transactions of city business. The one exception is in the case of a natural or man-made disaster, if it is determined by the City that the best means of communicating with the public is through the social media account(s). The City of Orono wishes to establish a positive and informative social media presence. City representatives have the responsibility to use the City’s social media resources in an efficient, effective, ethical, and lawful manner pursuant to all existing City policies. Policy The City of Orono will determine, at its discretion, how its web-based social media resources will be designed, implemented, and managed as part of its overall communication and information sharing strategy. City of Orono social media accounts are considered a City asset and administrator access to these accounts will be securely administered in accordance with the City’s Computer Use Policy. The City reserves the right to shut down any of its social media sites or accounts for any reason without notice. All social media websites created and utilized during the course and scope of an employee’s performance of his/her job duties will be identified as belonging to the City of Orono, including a link to the City’s official website. The City of Orono does not create or maintain social media accounts for its elected officials. Scope This policy applies to any existing or proposed social media websites sponsored, established, registered, or authorized by the City of Orono. The City’s social media accounts are exclusively the following: City of Orono Social Media Policy Page 2 1. City of Orono Facebook account at: https://www.facebook.com/CityofOronoMN/ 2. City of Orono Twitter account at: https://twitter.com/oronomn 3. Orono Police Department Facebook account at: https://www.facebook.com/oronopolicedepartment/ 4. Orono Police Department Twitter account at: https://twitter.com/PoliceOrono The City does not create, collect, disseminate, or regulate use of any other social media accounts, including the personal accounts of its elected officials and staff. Questions regarding the scope of this policy should be directed to the City Administrator, or designee. Definition Social media are internet and mobile-based applications, websites, and functions, other than email, for sharing and discussing information, where users can post photos, video, comments, and links to other information to create content on any imaginable topic. This may be referred to as “user-generated content” or “consumer-generated media.” Social media includes, but is not limited to: • Social networking sites and apps such as Facebook, LinkedIn, Twitter, and Nextdoor • Blogs • Social news sites such as Reddit and Buzzfeed • Video and photo sharing sites and apps such as YouTube, Instagram, SnapChat, and Flickr • Wikis, or shared encyclopedias, such as Wikipedia • An ever-emerging list of new web-based platforms generally regarded as social media or having many of the same functions as those listed above As used in this policy, “employees and agents” means all City representatives, including its employees and other agents of the city, such as independent contractors or councilmembers. “Social media manager” means any city employee or agent with administrator access who, when posting or responding to a post, appears to be the City social media account owner. Rules of Use City social media manager is responsible for managing City social media accounts or websites. Facilities or departments wishing to have a new social media presence must initially submit a request to the City Administrator, or other designee in order to ensure social media accounts are kept to a sustainable number and policies are followed. All approved sites will be clearly marked as the City of Orono site and will be linked with the official City website at: www.ci.orono.mn.us. No one may establish social media accounts or websites on behalf of the City unless authorized in accordance with this policy. The City’s social media page must conspicuously display or link to a public notice that informs the public of the purpose of the social media presence and the terms one agrees to in accessing, using, or posting to the City’s social media page. City of Orono Social Media Policy Page 3 Administration of all City social media websites will comply with applicable laws, regulations, and policies as well as proper business etiquette. City social media accounts covered by this policy will not be used by social media managers for private or personal purposes or for the purpose of expressing private or personal views on personal, political, or policy issues or to express personal views or concerns pertaining to City employment relations matters. No City social media account may be used by the City or any social media manager to disclose private or confidential information. No social media website should be used to disclose sensitive information; if there is any question as to whether information is private, confidential, or sensitive, contact the City Administrator. Outside of situations of disaster, no City social media account will be used for transactions of city business. In the event a user initiates a request, application, or question through social media that affects city business or requires another city policy or process to be followed, follow up with that user by phone, email, or other channels. If comments are allowed, in the event of a question of general interest, a response may be given in comments, the initial post may be edited, or a subsequent post may be created to include the information. City of Orono’s social media managers will not edit any posted comments. However, comments posted by members of the public may be removed if they fall into at least one of the following categories: • Obscene or pornographic content • Direct threats to persons or property • Material asserted to violate the intellectual property of another person • Private, personal information about a person published without his/her consent • Information that compromises a public safety security system • Statutorily private, confidential, or nonpublic data • Commercial promotions or spam • Hyperlinks to material that falls into one of the foregoing categories A member of the public whose comment is removed may appeal the removal of the comment and seek reconsideration of its removal by contacting the City in writing and explaining how the comment does not fall into one of the categories for removal. A written response should be provided as soon as reasonably possible. A member of the public who disputes the legality of any portion of this policy may dispute the particular portion in writing. The City should acknowledge the claim promptly and, upon consultation of the city attorney, respond to the claim concerning legality of the policy portion as soon as reasonably possible under the circumstances. Data Ownership and Retention All communications or messages within social media accounts covered by this policy composed, sent, or received on city or personal equipment are the property of the City and will be subject to the Minnesota Government Data Practices Act. This law classifies certain information as City of Orono Social Media Policy Page 4 available to the public upon request. As no transactions of city business shall be conducted through social media accounts (outside of disasters), in accordance with the City’s records retention schedule, the City shall retain all social media messages only until read. City of Orono Social Media Policy Page 5 CITY OF ORONO PUBLIC NOTICE OF SOCIAL MEDIA POLICY The purpose of the City of Orono’s social media presence is to provide members of the community with information in more places and more ways than were traditionally available. All content of this site is public and is subject to disclosure pursuant to the Minnesota Government Data Practices Act. Please be aware that anything you post may survive deletion, whether by you or others. Do not post sensitive or personally identifiable information, such as social security numbers. Following or “friending” persons or organizations is not an endorsement by the City and is only intended as a means of broadening communication. The City is not responsible for content found at links to third parties, nor the views or opinions expressed by third-party comments. Please be advised that comments falling into the following category or categories may be removed: • Obscene or pornographic content • Direct threats to persons or property • Material asserted to violate the intellectual property of another person • Private, personal information about a person published without his/her consent • Information that endangers the public by compromising a public safety security system • Statutorily private, confidential, or nonpublic data • Commercial promotions or spam • Hyperlinks to material that falls into at least one of the foregoing categories Should your comment be removed by the City and you believe it does not fall into one of the above categories, contact Orono in writing to explain how the comment does not fall into one of these categories. Should you wish to challenge the legality of any portion of this notice or the City’s social media policy, you may contact the City Administrator in writing and explain the basis for the challenge in detail. If you have any other questions about the City of Orono’s social media page, contact Dustin Rief at 952-249-4600. By accessing, using, or posting to this City of Orono social media page, you acknowledge you have been advised of the foregoing. Thanks for stopping by! AGENDA ITEM Prepared By: A.Carlson Reviewed By: A.Carlson Approved By: DJR 1. Purpose. The purpose of this action item is to approve the Rental Licenses for the license period of April 13, 2020 to December 31, 2021. 2. Staff Recommendation. Staff recommends approval of the rental licenses as listed in Exhibit A for the license period of April 13, 2020 to December 31, 2021. The Rental License Applicants in Exhibit A have submitted all of the requested documents and have met all requirements. COUNCIL ACTION REQUESTED Motion to approve the rental licenses listed in Exhibit A for the license period of April 13, 2020 to December 31, 2021. Exhibits A. Listing of Rental Licenses Item No.: 4 Date: April 13, 2020 Item Description: Approval of Rental Licenses Presenter: Anna Carlson, City Clerk Agenda Section: Consent Agenda Exhibit A City Council 2020 Rental License RL20-000008 Smith Squared – Moe Sarah Smith 100 License# Licensee Total License Fees AGENDA ITEM Prepared By: RJO Reviewed By: Approved By: 1. Purpose. The purpose of this agenda item is to accept a donation of service as an election judge. 2. Background. As outlined in Minnesota Statute 204B.31, any person appointed to serve as an election judge may elect to serve without payment. Patti Welty, an appointed election judge serving in the presidential primary election notified the City that she would serve as an election judge without compensation. 3. Staff Recommendation. Staff recommends acceptance of the donation of time. COUNCIL ACTION REQUESTED Motion to accept the donation of time served as an election judge by Patti Welty and thanking her for her service. Item No.: 5 Date: April 13, 2020 Item Description: Accept Donation – Election Judge Service Presenter: Ron Olson Finance Director Agenda Section: Consent Agenda AGENDA ITEM Prepared By: Correy Farniok Reviewed By: DJR Approved By: DJR 1. Purpose. The purpose of this action item is to gain approval for the disposal of a firearms. 2. Background. Over the last several years the police department has acquired several guns (2) by various means. Some have been taken during search warrants and others have been seized when used illegally. Frontiersman are reputable local businesses specializing in police equipment has offered competitive prices on those weapons that are deemed to have value. The money obtained from the disposal of these guns will be used to purchase duty weapons and/or ammunition to be used by the department at the range when training. 2. Project Scope. Disposal of firearms. 18-011417 Ruger LCR .38 SN-543-33662 Sell 17-012456 Beretta M9 SN-157777 Sell 3. Staff Recommendation. I recommend the disposal of a firearms as listed above. COUNCIL ACTION REQUESTED Motion to dispose of a firearms as listed above. Frontiersman will be used for the sale of the firearms. Item No.: 6 Date: April 13, 2020 Item Description: Approval to Dispose of Firearms Presenter: Correy Farniok Police Chief Agenda Section: Consent Agenda AGENDA ITEM Prepared By: J. Barnhart Reviewed By: DJR Approved By: DJR 1. Purpose. To consider an ordinance amendment establishing a deadline for filing an appeal with the courts. 2. Background The City Attorney suggests the City, by ordinance, establish the time period within which an appeal must be filed in district court. The draft ordinance suggests 30 days. This amendment was authorized by the City Council on January 27, 2020. A party, exhausting its appeal processes with the city, must file an appeal with the district court within 30 days of the final decision they are appealing. 3. Planning Commission Vote and Comment. On March 16th, the Planning Commission held a public hearing. Following the public hearing, the Planning Commission voted 6-0 on a motion to approve the draft ordinance. The Commission asked if this was in response to any Orono issue. It is not, it is based on a recommendation from the City Attorney after monitoring court cases throughout the state. 4. Public Comment. No comments for or against have been received. 5. Staff Recommendation. Staff recommends the Council adopt the ordinance as drafted. COUNCIL ACTION REQUESTED City Council should review the ordinance and adopt or amend. Exhibits A. Draft Ordinance B. PC Staff report C. PC Minutes dated March 16, 2020. References City Council Minutes 1-27-2020 Code Excerpts provided to the Planning Commission Item No.: 7 Date: April 13, 2020 Item Description: LA20-000011 – City of Orono Text Amendment Related to Appeals Presenter: Jeremy Barnhart, AICP Community Development Director Agenda Section: Consent Agenda 1 ORDINANCE NO. ___, THIRD SERIES 1 2 CITY OF ORONO 3 HENNEPIN COUNTY, MINNESOTA 4 5 AN ORDINANCE AMENDING THE CODE OF ORDINANCES 6 BY ADDING A 30 DAY LIMIT TO APPEALS FOR JUDICIAL REVIEW 7 8 9 THE CITY COUNCIL OF ORONO ORDAINS: 10 11 SECTION 1. Sec. 78-99 shall be amended by adding text to read as follows: 12 13 Sec. 78-99. - Appeals procedures. 14 The decisions of the board on requests for variances are advisory and will automatically proceed to the 15 council for review. The decisions of the board on appeals are binding. The applicant or other person or 16 officers of the city affected may appeal a binding decision of the board to the council by filing a written 17 notice stating the action appealed from and stating the specific grounds upon which the appeal is made. The 18 notice shall be accompanied by a fee in the amount prescribed by the current city fee schedule payable to 19 the city, which fee shall not be refundable. An appeal under this section shall be filed no later than ten days 20 following the decision of the board. Failure to file an appeal within ten days of the decision shall constitute 21 a waiver of the person's right to a hearing. 22 (A) All decisions made by the City regarding zoning shall be final, except that any aggrieved person 23 shall have the right to appeal within thirty (30) days after delivery of the decision to the appellant, 24 to the District Court in Hennepin County. Any person seeking judicial review under this ordinance 25 must serve the City and all necessary parties, including any landowners, within the 30-day period 26 defined above. 27 28 SECTION 2. EFFECTIVE DATE: This ordinance shall take effect immediately upon its passage 29 and publication. 30 ADOPTED this _____ day of _____, 2020 on a vote of __ ayes and __ nays by the City 31 Council of Orono, Minnesota. 32 33 ATTEST: 34 35 36 37 ______________________________ _____________________________ 38 Anna Carlson, City Clerk Dennis Walsh, Mayor 39 40 Ordinance published in The Laker Pioneer newspaper the week of ________, 2020. 41 To: Chair Ressler and Planning Commission Members Dustin Rief, City Administrator From: Jeremy Barnhart, AICP Community Development Director Date: March 16, 2020 Subject: #LA20-11, City of Orono Text Amendment related to Appeal timelines, Public Hearing Background In Orono, the Planning Commission is established as the zoning board of appeals (board), and they may review appeals of zoning decisions made by staff from time to time. Appeals of zoning decisions are binding, though they may be appealed to the City Council. A person must file an appeal within 10 days of board’s decision. A person wishing to appeal the Council’s response to the issue may do so in district court. The City Attorney suggests the City Council, by ordinance, establish the time period within which an appeal must be filed in district court. The draft ordinance suggests 30 days. This amendment was authorized by the City Council on January 27, 2020. Public Comments To date, no public comments have been received. Issues for Consideration 1. Are there any other issues or concerns with this application? Planning Staff Recommendation Planning Staff recommends adoption of the ordinance as drafted. List of Exhibits Exhibit A. Draft Ordinance Exhibit B. Code Excerpts Application Summary: The applicant is requesting approval of an ordinance that requires those wishing to appeal of a Council decision with the district court to do so within 30 days of that decision. Staff Recommendation: Planning Department Staff recommends approval as drafted. MINUTES OF THE ORONO PLANNING COMMISSION Monday, March 16, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ Page 1 of 1 5. LA20-000011 CITY OF ORONO, TEXT AMENDMENT RELATED TO APPEALS - 7:39 P.M. - 7:44 P.M. Barnhart presented a summary of packet information. Bollis asked if there is currently a time limit for an appeal. Barnhart stated there is not a time limit to the Courts. If the applicants disagree with Staff’s decision or if they disagree with the Boards decision on an appeal, they have to file an appeal within 10 days. If it is a decision that Staff makes, the Planning Commission reviews that as the appeal Board. After that time, the City Council would review that. Ressler said the change the City is trying to impose is to clarify that the appealing party has 30 days to draft the document. Barnhart clarified that the party would have exhausted the appeals through the Board and the City Council, and if they want to appeal a decision of the City Council, they have to file the appeal within 30 days to the Courts system. Ressler said he is trying to understand the ramifications if they do not file the appeal. Barnhart said the party has then exhausted their opportunity for appeal of the decision and have to accept it. Doepke asked if there were any specific incidents that have come up that made the change advisable. Barnhart stated that the City Attorney monitors court cases throughout the state and country. There was an incident in Duluth that triggered this as an issue. There is not an issue in Orono that he is aware of. Chair Ressler opened the public hearing at 7:43 p.m. There were no public comments relating to this application. Chair Ressler closed the public hearing at 7:43 p.m. Ressler summarized his understanding as not seeing any harm in approving the amendment nor any ramifications that could possibly be in place. Doepke moved, Libby seconded, to approve LA20-000011 City Of Orono, Text Amendment Related to Appeals. VOTE: Ayes 6, Nays 0. AGENDA ITEM Prepared By: mcc Reviewed By: J. Barnhart Approved By: DJR 1. Purpose. This application is regarding a change to the required wetland setback established by resolution for Creekside in Orono. 2. MN§15.99 Application Deadline. The application was received and was considered to be complete on March 9, 2020. Therefore the 60-Day review period expires on May 8, 2020. 3. Background/ Summary. The development Creekside in Orono received final plat approval as a Planned Residential Development (PRD) in January 2005. The development was created with clustered building sites on mostly ¾ acre lots within the RR-1B, 2-acre minimum district. The overall density of the development conformed to the one unit per two acre density required by the platting of a 12 acre outlot covered with conservation easements. The PRD development was created with setbacks to preserve the open feel of the zoning district yet facilitated clustering to preserve the open space around the development. At that time the City had a more restrictive wetland setback than is applicable today. That 35-foot setback applied reflected the required MCWD buffer requirement plus an additional 10 foot setback. The city currently requires the same setback as the watershed district. 90 Creek Ridge Pass (Lot 6) is the smallest lot in the development and the last to develop. The developer and potential builders are finding it difficult to situate a home contemporary to the others in the neighborhood within the setbacks required. The developer is currently working with the MCWD to amend the buffer, and create an averaged buffer where they receive flexibility in the tightest area on the property and dedicate additional buffer area elsewhere on the property. The developer is requesting an amendment to the Creekside in Orono resolution to reflect the changes allowed by the MCWD. The MCWD offices are currently closed due to the COVID19 crisis and their staff is working remotely. While this has slowed the finalization of this amended Declaration, MCWD staff has approved the changes. The proposed configuration is attached as Exhibit B. The developer is requesting the City remove the wetland setback requirement from the Creekside in Orono development and defer to the current codes. Item No.: 8 Date: April 13, 2020 Item Description: LA20-000020 – Dean Johnson o/b/o HomeTime Video Productions, Inc., 90 Creek Ridge Pass / Creekside in Orono Final Plat Resolution Amendment – Resolution Presenter: Melanie Curtis Planner Agenda Section: Consent Agenda AGENDA ITEM Prepared By: mcc Reviewed By: J. Barnhart Approved By: DJR 4. Staff Recommendation. The City in recent years has removed redundancies with other jurisdictions, including those related to wetlands. Staff supports the applicant’s request to defer to the current City Code requirements for wetland setbacks in this development. Staff recommends approval. COUNCIL ACTION REQUESTED Motion to adopt or amend the approval resolution. Exhibits A. Draft Resolution B. Proposed Plan C. Application Summary and Narrative D. Creekside in Orono Plat E. Resolution No. 5279 F. MCWD Correspondence CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ 1 A RESOLUTION AMENDING THE PLAT OF CREEKSIDE IN ORONO FILE NO. LA20-000020 WHEREAS, the City of Orono (hereinafter the “City”) is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, the City Council of the City of Orono (hereinafter “City Council”) has adopted subdivision and land development regulations for the orderly, economic and safe development of land within the City; and WHEREAS, HomeTime Video Publishing, Inc., is the developer and owner of the property addressed 90 Creek Ridge Pass (hereinafter the “Owner”); and WHEREAS on March 9, 2020, Dean Johnson (hereinafter the “Applicant”) on behalf of the Owner, applied for an amendment to the CREEKSIDE IN ORONO Final Plat Resolution 5279 regarding setbacks from wetlands; and WHEREAS, according to Resolution No. 5279 Final Plat for CREEKSIDE IN ORONO a 35-foot setback is required from wetlands; and WHEREAS, the City’s wetland regulations have changed therefore current City Code provisions will apply; and NOW, THEREFORE, BE IT RESOLVED, the City Council does hereby approve the following revision to the final plat of CREEKSIDE IN ORONO, Hennepin County, Minnesota: Setbacks from a delineated wetland shall be the distance required by the Minnehaha Creek Watershed District, or if no distance is prescribed by the Watershed district, the distances as required by the applicable City Code, subject to the following conditions: 1) All other development provisions within CREEKSIDE IN ORONO remain subject to the Conclusions, Orders and Conditions enumerated within Preliminary Plat Resolution No. 5204 and Final Plat Resolution No. 5279. 2) 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. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ 2 ADOPTED by the Orono City Council on this 13th day of April, 2020. ATTEST: CITY OF ORONO: _______________________________ ________________________________ Anna Carlson, City Clerk Dennis Walsh, Mayor Land Use Application Summary Application Date:03/09/2020 Address:90 CREEK RIDGE PASS LONG LAKE, MN 55356 Parcel Number:0311723120017 Land Use Number:LA20-000020 Application Submitted By:Property Owner Owner:Name: HOMETIME VIDEO PUBLSHING INC Address: 4355 PEAVEY RD CHASKA, MN 55318 Applicant:Name: Dean Johnson Company: Hometime Video Publishing, Inc. Address: 4355 Peavey Road Chaska, MN 55318- Djohnson@hometime.com Contact Information:Associated Contact: Dean Johnson Djohnson@hometime.com Associated Contact: HOMETIME VIDEO PUBLSHING INC Associated Contact: Associated Contact: Project Description:Amend Final Plat "Creekside in Orono" Resolution - Buffer setback Land Use Application Type:Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit Site Plan Application Subdivision Application Subdivision Exception Vacation Application Variance Application Applicant Signature: Application #LA20-000020 After a few builders and potential buyers, some with architecture guidance, have looked at the lot it has been determined that building a house with a 3 stall garage compatible with the other homes in the neighborhood is not a manageable proposition. The pad on which to build ends up being too confining to allow the living areas a prospective homeowner would expect in this neighborhood. By executing the buffer averaging that we are requesting, it will give enough latitude to make a new home on this lot a feasible project. We are taking from the buffer the square feet we feel will work and matching that with additional buffer on the same lot. Dean Johnson HOMETIME VIDEO PUBLSHING INC CITY of ORONO RESOLUTION OF THE CITY COUNCIL iR ct;) ,,~ ,, NO. @ <1;, :t ,_. A RESOLUTION APPROVING THE PLAT OF CREEKSIDE IN ORONO -FILE #04-3016 \V1IEREAS, the CityofOrono is a municipal corporation organized and existing under the laws of the State oflVIi1mesota; and \VHEREAS, the City Council of the City of Orono (hereinafter "City Council") has adopted subdivision and land development regulations for the orderly, economic and safe development of land within the City; and \VI-IE REAS, the City Council has considered the application by Creekside in Orono LLC (hereinafter the "Developer") for subdivision of prope1iylocated at 120 Brown Road South and legally described as follows: TractH, Registered Land Survey No. 352, Hennepin County, Minnesota. (hereinafter "the property"); and \VHEREAS, on July 12, 2004 the City Council adopted Resolution No. 5204 granting Preliminary Plat Approval for the proposed development of a seven-lot Planned Residential Development (PRD) plat for single family residential purposes; and 'WHEREAS, the Developer has completed or has agreed to complete all other requirements of the platting regulations of the City including: 1. Completion of all platting requirements of Preliminary Plat Resolution No. 5204. 2. Submittal of a 'record preliminaryplat drawing' incorporating all elements described in Conditions l and 2 of Resolution No. 5204. 3. Dedication on the plat of perimeter Drainage and Utility Easements and Drainage Easements as required in Resolution No. 5204. Pagel of 8 CITY of ORONO RESOLUTION OF THE CITY COUNCIL NO. 5 ii .,l £» 4. Designation and dedication on the plat of open water wetlands subject to City and other agency jurisdiction. 5. Provision to the City of a Flowage and Conservation Easement over all wetlands in Outlot A, incorporating language forprese1vation of all uplands within Outlot A as well as within the west 50 feet of Lots 1 and 2, Creekside In Orono. 6. Submittal of Minnehaha Creek Watershed Dist1ict (MCWD) pennit approving the grading, drainage and stom1water management plan for development of the Property. 7. Provision to the City of an underlying Road and Utilities Easement for the private road within Outlot B. 8. Provision to the City of an underlying Road and Utilities Easement forthep1ivate road with Tract G, RLS 352. 9. Provision to the City ofa Declaration of Covenants, Conditions and Restrictions, and Private Roadway Eas=entfortheprivateroadin OutlotB and TractG,RLS 352, in favor of Lots 1 through 7, Creekside In Orono. 1 O. Provision to the City ofa signed and executed Developer's Agreement and letter ofcredit for approved site improvements including construction of the private road, sewer and water systems, stonnwater and drainage systems and facilities, vegetation improvements, etc. 11. Provision to the City of a title cmmnitment as well as a title policy in the amount of $100,000 in favor of the City to ensure coverage ofall City interests associated with filing of the subdivision and associated easements, etc., and certified copies of all recorded easements cunently affecting the Property. 12. Payment to the CityofStormwater and Drainage TrunkFeein the amount of$54,000.00 as established in Resolution No. 5204. 13. Payment to theCityofParkDedicationFee in the amountof$33,300.00 as established in Resolution No. 5204. 14. Payment to the City of final plat review fees and legal review and filing fees in the amount of $530.00 as established within Resolution No. 5204. Page 2 of 8 CITY of ORONO RESOLUTION OF THE CITY COUNCIL ~ 2 ,, {:]) NO, w ' ¥. V 15, Provision to the City of final plans and specifications for improvements to the property .including,constrnction of a private road, sanitary sewer system, water system and storm water facilities, site grading, landscaping, etc. per the requirements of resolution No. 5204. 16. Provision to the City6fa pemlit from Hennepin County for construction ofthepiivateroad access to Brown Road South. NO\V, THEREFORE, BE IT RESOLVED that based on the findings ofResolutionNo. 5204, the City Council of the City of Orono does hereby approve the Planned Residential Development plat ofCREEKSIDEIN ORONO, He1mepin County, Minnesota subject to the following declarations and conditions: 1. 2. Shoreland Status. In addition to the various development limitations established herein, Lots 1 through 7 are within or partial! y within the designated Shoreland Overlay Distiict and subject to the City of Orono Shoreland regulations pertinent to tiibutaiies. Lot Development Standards. Lot development standards applicable to Lots 1 through 7 are generally as shown on the approved Grading, Drainage and Erosion Control Plan, Sheet 4 of 6, by Schoell and Madson, Inc., revision dated O 1-19-05 and attached hereto as EXHIBIT A (which Plan shall be designated for reference purposes as the 'Record Preliminaiy Plat Drawing') and more specifically as follows: All Lots: Required Front Yard: Required Side Yard: Required Side Street Yard: Setback from Creek: 35' 30' 35' 75' Setback from Delineated Wetlands: 35' The bank of the creek for setback purposes is established at the 936.5' elevation contour line. "Required Yard" designations shall be as depicted on the 'record prelinlinaryp lat drawing' with the standard 'front yard abutting the piivate road, 'side yards' abutting adjacent lots within the plat, 'rear yards' generally opposite the front yards, but with the exceptions noted below. Page 3 of 8 CITY of ORONO RESOLUTION OF THE CITY COUNCIL NO. The lot size for administe1ing accessory structure ordinances shall be the actual lot area and shall not credit any of the Conservation Outlot area. Additional Individual Lot Standards: Lot 1: Thewesterly50'ofLot 1 issubjecttoaConservationEasement allowing no structures or hardcover. The northerly yard ofLot 1 is designated as a side street yard. The rear yard 50' setback is coincident with the Conservation Easement boundary. Lot 2: The westerly 50' of Lot 1 is subject to a Conservation Easement allowing no structures or hardcover. The wester! y 5 0' yard of Lot 2 is designated as a rear yard for zoning purposes. The westerly 50' setback is coincident with the Conservation Easement boundary. The soulherlyyardofLot 2 shall also be treated as a rear yard, and shall be subject to a 50' rear yard setback and the 75' creek setback. No accessory structures shall be placed within the 50' rear yards, nor within 75' of the creek. Lot 3: The existing house setback to Lot 3 's northeasterly boundary shall be recognized as a legal nonconformity. However, anynew construction within Lot 3 shall conform to the standards established herein. The southerly and southeasterly yards of Lot 3 shall be designated as rear yards, and shall be subject to a 50' rear yard setback and the 75' creek setback. No accessory strnctures shall be placed within the 50' rear yard, nor within 75' of the creek. Lot 6: There shall be no structural or hardcover encroacln11ents of the stmmwater pond easement or the 35' wetland buffers. Lot 7: There shall be no strnctural or hardcover encroachments of the storm water pond easement, of the 35' wetland buffers, nor of the 30' drainage and utility easement along the northwesterly boundary of Lot 7. 3. Tree Preservation and Landscaping. The developer shall adhere to the approved tree preservation and landscaping plans. The developer shall walk the site with City staff p1ior to site grading to establish which, ifany, trees within the grading area can be saved or Page 4 of 8 CITY of ORONO RESOLUTION OF THE CITY COUNCIL NO. transplanted. The developer shall confer with the property owner of 130 Brown Road South and with City staff to establish an alternate layout for spacing ofboulevard trees along that adjoining property to provide a natural look rather than a regimented look. Developer shall follow the landscape plan general notes (upper left on Sheet 12 ofl2), especiallywith regards to pruning and removal of dead wood and damaged branches within the Conservation Easement areas. 4. Conservation Easement Marking. Pe1manent markers of a design and mate1ial acceptable to the Planning Director shall be placed by the developer at all points where the Conservation Easement intersects a lot boundary or where the Easement boundary line changes direction, as stipulated in the Flowage and Conservation Easement. 5. Construction ofRoads. Utilities and Site Improvements. Developer shall constrnct the private road within Outlot Band Tract G, RLS 352, as well as sanitmysewer, water and stormsewer facilities in accordance with the Developers Agreement to be executed between the City and the Developer. 6. Sanitary Sewer and Water Systems. All applicable City ofLong Lake connection fees and charges associated with the sewer and water system serving the development shall be paid to Long Lake by the Developer. Developer shall be responsible for any charges to the CityofOrono from the City ofLong Lake in relation to the provision of municipal sewer and water from Long Lake. Upon completion by the Developer and acceptance by the City of Orono, the sanitary sewer m1d water facilities within OutlotB and within the 30' utility easement ofLot 7, shall become part of the City of Orono utility system, to be operated and maintained by the City of Orono. As part of the installation of sanitary sewer and water improvements per the approved plans, Developer shall install two sewer and t:wo water stubs for future service to the Dunn property and 1 sewer and 1 water stub for future service to the McCuskey property. 7. Road Name. The name of the private road shall be Creek Ridge Pass. Page 5 of 8 CITY of ORONO RESOLUTION OF THE CITY COUNCIL NO. !Ji ~. 'r 9! 8. Grading and Drainage Requirements. General site grading shall be in confmmance with the approved Grading, Drainage and Erosion Control Plan, subject to the recmmnendations of the City Engineer in his letter dated January 13, 2005. During development within individual lots, wherever feasible, individual chiveways shall be graded to drain toward the road storm sewer system Wherever feasible, individual yard areas shall be graded to drain toward the road storm sewer system. Wherever feasible, roof gutter systems shall be installed to discharge roof rnnoff so that it will drain toward the road storm sewer system. 9, Sign age and Lighting. No street lighting or development identificationsiguage has been approved for Creekside In Orono, Any such proposed lighting or signage shall be subject to prior City approval, which may require public hearings. 10. City Engineer Approval, Approval of all improvements is subject to recommendations of City Engineer Thomas Kellogg as noted in his comments dated January 13, 2005, 11. Minnehaha Creek Watershed Dist1ict Approval, This subdivision approval is subject to MCWD approvals and permits as required. The final plat shall not be released for filing until the Developer has provided evidence that all required MC\,VD permits have been obtained, 12. Developers Agreement. The plat shall not be released for filing until the Developer has executed a Developer's Agreement per the conditions ofResolutionNo. 5204, including a letter of creditWJitten to 150% of the cost of the proposed site improvements, including any required landscaping, 13. Site Improvements: Building Permit Issuance. No land alterations shall take place until erosion control is established and the City Engineer has approved all final improvement plans. No building pemiits will be issued until all drainage facilities and improvements have been installed and satisfactory road base (including road base and the initial lift of bituminous) has been installed. 14. The City Clerk shall release the plat documents for filing only upon ce1tification by the City Attorney and Planning Director that all requirements of the platting regulations have been satisfied. Page 6 of 8 CITY of ORONO RESOLUTION OF THE CITY COUNCIL NO. __ cc5_.~~1_..,.~'--' __ 15. The aforesaid plat shall be .61ed by the City of Orono with the Hennepin County Registrnr ofTitles Office on or before July 24, 2005 together with a certified original copy of this resolution and executed copies of the easements and covenants pertinent thereto. The approval granted by this Resolution shall expire if the conditions of this Resolution have not been met or the plat has not been filed by the date specified above. In that event, it will be necessary to file a new application with the City of Orono for subdivision review. Adopted by the City Council of Orono this 24th day of January, 2005. ATTEST: ,, / ,~ Linda S. Vee, City Clerk Barbara A. Peterson, Mayor Page 7 of 8 STATE OF MINNESOTA COUNTY OF HEN'NEPIN CITY of ORONO RESOLUTION NO. OF THE CITY COUNCIL j~::rw, -_J' The foregoing instrument was aclmowledged before me on this 1 '-/ day ofJ<.,_,,,aC,..1.,e-, 2005 by Barbara A. Peterson, Mayor of the City of Orono, a Minnesota municipal corporation °and said instrumer~ was executed on behalf of the City. ~ .. ~~.;:;:"1 ~ ft~ ~~~-~jl~~f~~:' j ..,. .. , .-r,r-.;:•i' .-:.: "c~,.; . ·~ ~.:._ -~. -,,,_,.,.-.~~--~--(.-~..., -~·/.:-·--~:; ~ j ,_ . t 1 ilS~iii,JN~-'"'1 '~ ·., -.. "'"''""lll"''""'I t' % /·l ' NUGQIJ11u~&"'\Jl' ~J \: · . llm'miPlllill.JC•IHIESOfA W •; • !.IY~~Joo. 3·,. :E-07 ~l lt ~~~2(.'f."_i.LV STATE OF lYIINNESOTA COUNTY OF HENNEPIN I il'''' ll The foregoinginstrnment was acknowledged before me on this~ day of L,n.nc,c..JL~f, 2005 by LindaS. Vee, City Clerk of the City of Orono, aMirmesotamunicipal corporation ind said instrument was executed on behalf of the City. Notary Public Page 8 of 8 T -----996-----DENOTES PROPOSED CONTOUR OENOTES BOUNOAR'f LINE -• • -• • -• • -DENOTES EXISTING DELINEATED WETLAND DENOTES ORAINAGE/UTIL.JTY EASEMENT OENOT-...S PROPOSED WEJlANO BUFFER ZONE DENOTES CONSERVATION EASEMENT MARKER ----<<:----DENOTES EXISTING STORM SEW~ -----<<:----DENOTES PROPOSED STORM SEWER -□oa □a □□□a □oo-DENOTES EROSION CONTROL SILT FENCE ~ DENOTES PROPOSED ROCK CONSTRUCTION X 910.5 ~ 7 co WO ◄ .. ® • DENOTES PERCENT OF GRADE DENOTES EMERGENCY OVERFLOW ROUTE DENOTES DIRECTION OF' DRAINAGE i'"LOW DENOTES PROPOSED SPOT ELEVATION DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING DENOTES CUSTOM GRADED HOUSE PAO DENOTES WAU<OUT DENOTES EX!ST!NG FES DENOTES PROPOSED FES/FES WITH R!PRAP DENOTES EXISTING STORM MANHOLE/CB DENOTES PROPOSED STORM MANHCLE/CB DENOTES EXISTING BITUMINOUS DENOTES EXISTING CONCRETE 8618 CONC. CURS & GUTTER .24' F-F ..I < C: I- Revisions Da:te: De!ICri lion: B. Dale: Ile;criution: I/O'J/05 City Cammml.9 CB 1/19/0S City Comments DFD ,o \ \ ', ,o \ ' \ \ B /l '·,. , . ' , ',,u)l o~<.--( ..... ~- ~ \._ 1 i --·~'= , , 1__.-:1-1 +, ,- ' -~--~ ~J, ~ -------\ 3tl:--t·M-,,, .Ll~·,.-7-8618 CONC. ; R LS NO . \ 10 . c: h.J\'~, = ~~~i-t G<Jf,ER --,----; (.) 'g' \ < ---· \ \ EROSION "' \fl_! \ -----·-\ . \ \ CONTROL _.; f~, a: WARNING ' \ FENCE \ \ I- THE CONTRACTOR SHALL coITTACT ALL\rusuc undnEs \ · \ FOR LOCATIONS OF ALL UNDERGROUND\ WIRES, CABl!ES, • \ ' CONDUITS, P!?ES, MANHCLES, VALVES, dR OTHER BU.RIED \\ STRUCTURES BEFORE DIGGING. HE sf-1..P,LL REPAIR 0R REPLACE THC A60\oE WHEN DAMAGED DURING ' CONSTRUCTION AT NO COST TO 'OWNER. ' \ \ \ '· ! bereby aerlify that t!i.is plB.ll TIS pn,pared by me at unde. my direot mp!rli!iao and th,t l .m a Llce!l.!ed ?nfe!Jiaoal lo~!<I' unde. lhi Ian af the Slate af 16nnerolA. f:e,.;2_ C.. !,J_'"IJ,.1,.:,.k Pan! C. lallid: Rq. Na. ~Ol51 6 \ SEE 7 . LEh RECONSTRUCT EXISTING ORl\'E'NAY. PLACE 18' , WIDE DRIVEWAY APRON ~ IS_ '-" MATCH INTO EXISTING , , -, __ _,., ,..._ GRADE . ':, \,.,\ '-"...-__(,?~?' k Schoell & Madson, Inc. -~-Engineering • Survuytng '" Planning ~ Soll Testln~el Services I 1)51l[)Wayn.!aS::,Jeyerd,S>.il"1 564Tlw"dSlreelNW,Stil"DO )M'ne,spole, Jkt,,e,oot& 55305-152:5 B:. Flvef", IJmeeola 55330-!409 (952} 546---7601 • fax: (952} S46---ro5S (763) 24!-0100 • l!lr.{952) 546-9065 \ \ \ \ EXHIBIT A J i ?' '9 RESOLUTION NO .. _· __ _ \ Record Preliminary Plat Drawing >" 0 60 120 180 .\ \ SCALE IN FEET \ 2 ' NOTµ: I. C~NCRETE fflUCICS Wll.L IIOi SE &l.OWEI ro WA.SH our OR OISCHAACE 5l;IRFLUS OJNC!lrn:: OR DRIJM W.1.SH w.orat ON THE sm:. 2->LE\ SANlfJ.I{'( w.osr.: WlU. aE CCl.L.ECIED ,'ilo;J PORT.<aLE: u11rrs. J. n.1.\owRIS Y<II.L BE COlllJ;l£0 ON SIT'£ I I ,. CONTAACTOR '5ao..J.. !IE: RESP<JNSIBU: f"C'fl JU. HDRIZONT1J. N;0 VElillCAI.. ,,,mcc ~ CotfiRolCTOR S!tAU. l:XC'.VATE DRJ!ilWJf; TRENCHES TO fOLLDW PROPOsaJ S'IORM SD'r!ll -"JCNMENlS. 7. !.RIDES SliO"lltl Ml£ F'lllSl!ED GftO<IES, co,;m,.crcR sw,u. l!OUGH GIW)£ 10 SUBGR.I« E1£1'Al10N, \.EA~ Slll!'.Ef l!£IOl' FOIi SUBI!.'.$. a. .tLJ. cceeis w.TERl.ll.. enu.1.CNOIJS :.tJRri,c;KG, o:11cru;;rE i'ro,15", ~ "'8,1,NOONED Vlll/11' ITEIIS, ANO OTI-lcR UNS'I.oJ!l!'.: W,l"F)!lAI..S SKMl. B£t:C!ME lHE PRCPEITTY er JliE CQmR,l,Cl'OR N<O 5l!i>U. BE CKSPOSED Off lHE CCf;SIRUCIIOH SITE. lHE :l./fll..m.lTION !!">.Sm SH,lL.l /!OT 6E'. ,Xc>.VAIED TO FJ,W.. CRI-OE UHIL lHE CCNlRIWMG 0111<1'Wle: >fl£A H.lS SEEN c:oNS!RUC!tll NIil F\<U7 sr.-arumi lHE /iflllRO,llON !!.'SIN i,4UST 3.: srwro OFi' J./>IO UJ,J!KED SO TW,T HE<.Vl' CDNSIRUCTIOH ~ffif w.1..1. IIOT CO/if'J.a iH£ SO.'L THE COHlR-'CtOR 51\lU. GRM£ srtt J.ltD INST>U. !,ITUllE5. lHE CCITTR,l,CTOR SH.\1..1. ll(ST,U. l:.liTCH a>SIH EROSION COff1R(ll ""'""" >LI. rul?ES 3:1 OR ~ 51-W.J.. BE BE ST/€UZID WITH EfiOSION Cc«mOI. ill>NHIT WITHIN 7 MYS Of" FlWL C/WJC:. .ill (XPQSEll SOL Nl.c>S MUST IU.l'E rna'OR>ffl' E;IOSiOff ffiO"IECTIOff OR PERl,WIEMI" 00/£11 FtlR J!iE 1::XPOSW SQ1. Nl.c>S YEI;{ ROOND. A0:1JROll!G TO TI-£ FOI.LOWIHC TASU; OF SLOPES ~ TIIIE f'R,'l,(ES, !D:\ lO l:1 14 0,,,YS rVJTEil THAN 10:1 21 M'tS '111™'11 TWO WEEllS OF SO"£ GIWJING. 1U O!SIURaED ~ SAAL BE STl.811.JUD \\'ml SEED, SC0 OR ROCI( !!.'SE'.. >LL EROSlOH COIITliOl. MEl,!lli~ES SHALL BE INST>U.ED H-10 W/1/T.o!HeD IN ~C£ WITH CITf J.HO 'l'I.IJ'ffiSHE!) CliSIBICf RU.£$ »ill OROIIWICES. II, ER~ CO!ITl'!Cll 6L'HKIT 5)1>1.L SE !IIST>U.ED PER W,Nl!F..ct\iRERS REtCMUENOATIONS \15ll-lG l.!NOOT !il'ECIF!CAllGN :ffl65. 12. !NSVU. '-IULCH USIUG MNCOT SPEC-.FlCITION 2575 NIO l6!12. 13. 1l4E CO/iTIU...'""TDR SAA!. M>JN!NN IU EROSICII CONTIHJl. Me.SUR.ES. it,CUFOINO lHE REIIOYIJ... OF ACCIJMUlJ.IED SLT J!l fROliT OF Slt..T F"eNCiaS Dll!1lHG THE llUR>.TION OF" rur CONSTTWCTION, >LI. SLf FE/{CES \!UST BE l!cl'JJf!ED, REl'V.CED, OR S!Jf>Fl..9,1~ \\'HEH n,rt 8ECOME l!Olif\JNCTIOWL OA WE SEDIMElii A~ES ! Of" TrlE HEIGHT OF T\1E ~ Tl1ESE RU'NRS MU5T a£ WO~ 'll'lll-llll 24 !IOUl!S Of" C!SCO'tEffl'. CR l>S SCOH f,S f\EI.D Wll(l!l!OliS >U.01'1' =· B. #ff DCCESS SEC!MEMT IN i'RDF'OSED B,l,SIH'S SW,I.L SE Rfl,10\IE!I 11'1' TilE COffi1!/,CTOR.. I~. REMC'IE JU EROSIC/,l COW-l\Ol. 111'>.sUAES /,f"ffil =ATION IS m=. IS. TliE CCh'TI'VaOR SHlU. A9JllVE All. Slllt.S NlO SED!MOO WJ,i:1(6] <JNfll E;(!SllMG smrrrs mo PAV£!) MW 'fflHIN H HOURS OF ==· 17. 1F 13l.OVM'G OUST &COMES A l!UISANCE. THC CONTR/,Cl'OR SIW!. #i'LT WATER fROM A ;,_~H Tfi\.JCI( ill AU. CONSTRUCl10N MDS 15. S\'iEEP AOJM:EM\' STJ!;CT IN /,CCOROJ.N~ WITH Cfn' RU\.£S ... ~O ~-~ 19. lll'»fil SI.J" FENCE J.il.OUrlO l'fIIIIIETilt OF SOIL STOCl(PIIL lO. liJE CCllliVCTIIR !S A<'..Sf'ClNSlllLE TO fCllOW .tLJ. ~l'DfS' PflASE I! CCllSTRVCll[lll SITT: P£11Mlf REOUl!lE!,tOIT5. 4. ALL \1.'VRllOUS WISfE WllElW.S W1U. !E OISPOS!ll OF" IN 1li~W.'lllul-- SPECIAED l3Y llleo.f. OR STAIE REGUWON OR ID'-lliE--w.rl!JFACillRER. I ------------- CREEKSIDE In ORONO, LLC. 1117 MARQUETTE AVE. S., SUITE 2509 MINNEAPOLIS, MN 55403 16121 558•1491 Projecl Nwr,e,/1.ocalll(l, CREEKSIDE In ORONO ORONO, MN --GRADING, DRAINAGE AND EROSION CONTROL PLAN "''· 12/03/03 From:Dean Johnson To:Melanie Curtis Subject:Dean Johnson/ Hometime - 90 Creek Ridge Pass - Declaration Amendment Date:Tuesday, April 7, 2020 11:54:28 AM Attachments:image001.png Melanie, This is an update I got from Erin last Thursday. Our letter would be at the Post Office at this point. Hopefully we might get something signed yet this week? I’ll keep you posted. Frustrating times! Dean Johnson cell 952-237-3340 From: Erin Manlick <emanlick@minnehahacreek.org> Sent: Thursday, April 2, 2020 12:00 PM To: Dean Johnson <djohnson@hometime.com> Subject: 90 Creek Ridge Pass - Declaration Amendment Hi Dean, Just following up on the declaration amendment for 90 Creek Ridge Pass in Orono. MCWD staff are currently working remotely due to the stay at home executive order. As a result of this, the USPS is holding all of our mail. I believe that our office manager will be picking up mail from the post office sometime next week, and we are working on determining the most efficient way to process paperwork requiring a signature from our administrator. I will follow up with you next week to confirm that we have received your documents and provide you with an outline of next steps, as well as a timeline for the process. I appreciate your patience through all of this! Please let me know if you have any questions or concerns. As I am working remotely, email is the best way to get in touch. Thanks, Erin Manlick Permitting Assistant Minnehaha Creek Watershed District (952) 641-4586 (direct) 15320 Minnetonka Blvd., Minnetonka, MN 55345 www.minnehahacreek.org From:Dean Johnson To:Erin Manlick Cc:"hquinn@minnehahacreek.org"; Melanie Curtis; Home Subject:Dean Johnson/ 90 Creek Ridge Pass Orono / Declaration Amendment Date:Tuesday, March 24, 2020 9:04:00 AM Attachments:Revised 04-232 Declaration Amendment DRAFT 4849-1960-7992 v.1.pdf Revised 04-232 Declaration Amendment DRAFT.docx Erin and Heidi, Attached is the amended Declaration for the buffer averaging along with the A-1 Attachment for the amendment. Let me know if there is something else I should provide. Thanks, Dean Johnson cell 952-237-3340 DECLARATION AMENDMENT THIS DECLARATION AMENDMENT (Amendment) is made on ______________ ____this 13th day of March, 2020. by Hometime Video Publishing, Inc., a(n) Wisconsin Corporation (Declarant) and accepted by Minnehaha Creek Watershed District (MCWD), a special purpose local unit of government with purposes and powers pursuant to Minnesota Statutes chapters 103B and 103D. RECITALS WHEREAS Declarant owns real property within the City of City of Orono, Hennepin County, Minnesota, platted and legally described as: Lot 6, Block 1, Creekside in Orono (the Property) and no one other than Declarant, has any right, title or interest in the Property; and WHEREAS in fulfillment of a condition of approval of MCWD permit no. 04-232, Declarant recorded a declaration committing to performance of certain maintenance requirements [and to adherence to certain restrictions on activities in wetland buffer area[s]] on the Property (the Declaration), and suchthe Declaration was filed and recorded on the Property in the Office of the Registrar of Titles, Hennepin, Minnesota, as document no. T4071992 on January 31, 2005 (the Declaration); WHEREAS the site plan for the work permitted under MCWD permit no. 04-232 was modified from that shown in Attachment A to the Declaration, and MCWD’s approval of the revision to the site plan was conditioned on amendment of the Declaration to incorporate the revised site plan showing the buffer width changes on the Property requiring maintenance in accordance with the terms of the Declaration, and Declarant and MCWD wish to amend the Declaration to replace Attachment A[ solely with respect tofor the Property], with the revised site plan as shown in Attachment A-1 to this Amendment. NOW, THEREFORE, Declarant makes and MCWD accepts this Amendment, and both parties declare that the Declaration, as amended, constitutes covenants to run with the Property in perpetuity, and further declares that the Property will be owned, used, occupied and conveyed subject to the covenants, restrictions, easements, charges and liens set forth in the Declaration, as amended, all of which will be binding on all persons owning or acquiring any right, title or interest in the Property, and their heirs, successors, personal representatives and assigns. The Declaration is amended as follows: A. The site plan attached to the Declaration as Attachment A is deleted, solely for the Property, and is replaced with Attachment A-1 to this Amendment. B. Prior Declaration Amended. The Declaration is amended on the filing of this Amendment for recordation with the Office of the Registrar of Titles, Hennepin County, Minnesota. C. Except as expressly amended hereby, all terms of the Declaration remain valid, effective and legally enforceable. D. Recitals. The recitals set forth above are expressly incorporated herein. IN WITNESS WHEREOF, the undersigned has executed this instrument the day and year first set forth. DECLARANT: HOMETIME VIDEO PUBLISHING, INC. ________________________________ By: Dean D. Johnson President Hometime Video Publishing, Inc. State of ______________________ County of ______________________ This instrument was acknowledged before me on __________________ ____, 2020, by Dean D. Johnson,_______________________ as President_____________________ (type of authority, e.g., officer, trustee, etc.) of Hometime Video Publishing, Inc., a Wisconsin corporation, on behalf of such entity______________________ (name of party on behalf of whom the instrument was executed). ______________________ (Signature of notarial officer) (Stamp) ______________________ Title (and Rank My commission expires: Minnehaha Creek Watershed District accepts the above aAmendment: __________________________________________ Date: By: Its: STATE OF MINNESOTA ) ) ss. COUNTY OF ________________ ) This instrument was acknowledged before me on ______________ ____, 2020 (date) by ________________________________ (name(s) of person(s)), as ________________________ of Minnehaha Creek Watershed District on behalf of the organization. _________________________________________ (Signature of Notarial Officer) ___________________________ (Title) My commission expires: _____________________ This Instrument Was Drafted By: Minnehaha Creek Watershed District ______________________________ ______________________________ ______________________________ [INSERT NAME AND ADDRESS OF WHOEVER DRAFTED THE AMENDMENT] CONSENT AND SUBORDINATION Hometime Video Publishing, Inc., a Wisconsin corporation, the holder of a [TITLE INTEREST] dated _________, _____, [filed for record with the County Recorder ] of ______ County, Minnesota on ___________, as document no. _______________, hereby consents to the recording of the attached Amendment and agrees that its rights in the property affected by the Amendment shall be subordinated thereto. IN WITNESS WHEREOF, __________, a Minnesota corporation, has caused this consent and subordination to be executed this ______ day of _________, 20__. _________________________ (authorized signature) By: ___________________________________ (print name) ___________________________________ (title) of ___________________________________ (company or organization) State of ______________________ County of ______________________ This instrument was acknowledged before me on _____________ (date) by ______________________ (name(s) of person(s)) as_____________________ (type of authority, e.g., officer, trustee, etc.) of _________________________________ (name of party on behalf of whom the instrument was executed). ______________________ (Signature of notarial officer) (Stamp) ______________________ Title (and Rank) My commission expires: Attachment A-1 Site Plan (see next page) 4849-1960-7992, v. 1 AGENDA ITEM Prepared By: mcc Reviewed By: J Barnhart Approved By: DJR 1. Purpose. This application is regarding an amendment to the approved plans associated with the average lakeshore setback variance to construct additions to the existing home. The amended plans reflect minor changes to the approved plans. 2. Background/ Summary. In October 2019, Council adopted Resolution No. 7030 which granted average lakeshore setback variances for modifications to the existing home. The applicant is now ready to begin construction, however the property owner has made some modifications to the plans. The applicant has submitted revised plans identifying the adjustments (below) which are outlined in more detail on Exhibit B. a. Adjustment #1: Eliminate the proposed main level addition at the northwest (lake) side of the house and rebuild the existing chimney and fireplace, located at an existing bay. b. Adjustment #2: Increase the extension of a proposed new bay window at the kitchen from 1’-6” to 3’-1”. The foundation and footprint of the house remains the same. c. Adjustment #3: Eliminate approximately 378 square feet (18 ft x 21 ft) of a proposed upper level addition, and the attached deck, located above the existing main level of the house at the north end. Relocate an approved bay dormer from the eliminated space to a new location over the original main level at the west side of the house. The size of the revised upper level and roof is substantially smaller than the approved variance drawings and fits within the footprint of the original house. Some of the adjustments reduce the encroachments/variances, others propose expansions into areas not approved. Nearly the entire site is lakeward of the average lake shore setback. The same practical difficulties identified which supported the original variances also support the current modifications. The adjacent property is situated across the bay and has no negative impact as a result of the variances. As with the original plans, the modifications will meet the 75-foot setback; however they will be situated within the average lakeshore setback. 3. Staff Recommendation. Staff recommends the Council review the proposed modifications and recommends approval of the draft resolution. The draft resolution upholds the original approvals of Resolution 7030, yet reflects updated Exhibits B and C (plans). The original expiration date of October 14, 2020 remains unchanged. Item No.: 9 Date: April 13, 2020 Item Description: LA19-000071 – Laurel Ulland Architecture/Martha Meyers Head, 2090 Shoreline Drive, Variance – Amended Resolution/Exhibit Presenter: Melanie Curtis Planner Agenda Section: Consent Agenda AGENDA ITEM Prepared By: mcc Reviewed By: J Barnhart Approved By: DJR COUNCIL ACTION REQUESTED Motion to adopt or amend the resolution. Exhibits A. Draft Resolution B. Revised Plans and Narrative C. Aerial Photos D. Resolution 7030 References PC Memo & Exhibits 09/16/2019 Council Memo & Exhibits 10/14/2019 2040 Community Management Plan CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ 1 A RESOLUTION AMENDING RESOLUTION NO. 7030 GRANTING AN AVERAGE LAKESHORE SETBACK VARIANCE FROM MUNICIPAL ZONING CODE SECTION 78-1279 FILE NO. LA19 -000071 WHEREAS, Martha Myers Head is the Trustee of the Martha M. Head 2014 Qualified Personal Residence Trust (hereinafter the “Applicant”) the owner of the property located at 2090 Shoreline Drive and legally described in Exhibit A, attached (hereinafter the “Property”); WHEREAS, on October 14, 2019, the City Council approved Resolution No. 7030 which granted average lake setback variances to allow construction of home additions lakeward of the average lakeshore setback; WHEREAS, the Applicants have requested an amendment to Resolution No. 7030 to allow modifications to the proposed plans whch in most places reduce the encroachments; and in some portions increase or change the areas of encroachment according to the attached revised Exhibit C; and WHEREAS, The City Council reviewed this application on April 13, 2020, and voted to approve the amended plans for average lakeshore setback to permit the additions and modifications to the home according to the revised plans attached as Exhibits B & C. WHEREAS, the City Council’s decision was based on the following findings and recommendations of the Planning Commission, reports by City staff, comments by the Applicants and the public, and the effect of the proposed variances on the health, safety and welfare of the community as well as the impact on properties in the vicinity. FINDINGS OF FACT: 1. This application was reviewed as Zoning File #LA19-000071. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above mentioned meetings, and any and all other materials distributed at these meetings are hereby incorporated by reference. 2. The Property is located in the LR-1A Lakeshore Residential Zoning District. 3. The Property contains 3.76 acres in area. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ 2 4. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater Quality Overlay District. 5. Applicant has applied for the following variance[s]: a. Average Lakeshore Setback Variance 6. In considering this application for variance, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. VARIANCE PRACTICAL DIFFICULTY ANALYSIS: 1. “Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance . . . .” The proposed location of the home additions do not block lake views of the adjacent property owners, and therefore is harmonious with the intent of the Ordinance. 2. “Variances shall only be permitted . . . when the variances are consistent with the comprehensive plan.” The average lakeshore setback variance is consistent with the goals in the comprehensive plan to protect lake views. 3. “Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the zoning ordinance. ‘Practical difficulties,’ as used in connection with the granting of a variance, means that: a. The property owner in question proposes to use the property in a reasonable manner, however, the proposed use is not permitted by the official controls. The variance requests are residential in nature and are reasonable considering the unique nature of the property as a large peninsula on the lake. The relatively large flood hazard area and existing improvements on the property creates difficulties in locating a conforming structure. b. The plight of the landowner is due to circumstances unique to his property not created by the landowner. The location of the structures on the Property and configuration of the lot were not created by the property owner. c. The variance, if granted, will not alter the essential character of the locality.” CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ 3 The visual impacts resulting from the additions proposed within the average lakeshore setback will not alter the character of the neighborhood. Rather, the home will not impact views from the lake nor will it appear to be more visually obtrusive than the existing buildings on the property. 4. “Economic considerations alone do not constitute practical difficulties.” Economic considerations have not been a factor in the variance approval determination. 5. “Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78.” This condition is not applicable. 6. “The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located.” This condition is not applicable, as a residential home is an allowed use in the LR-1A District. 7. “The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling.” This condition is not applicable. 8. “The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property.” The Property’s location and orientation as a peninsula, functionally an island, is unique. Due to the nature of the Property on the point, the application of the average lakeshore setback requirement causes a practical difficulty. 9. “The conditions do not apply generally to other land or structures in the district in which the land is located.” The Property’s location on the lake is unique and applies primarily to this Property; the application of the setback requirement combined with the challenges of the flood hazard area restrict the ability to improve the Property without a variance, creating a practical difficulty. 10. “The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant.” The home can be reconstructed in kind. However, the minimal relief from the ordinance allows for functional improvements to the footprint, retaining the character of the lot and are consistent with the existing home. Relating to the average lakeshore setback, this condition is met. 11. “The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter.” The proposed project will not impair the health, safety, comfort, or morals of the public. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ 4 12. “The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty.” Granting of the variance will resolve and alleviate a demonstrated practical difficulty caused by the application of the average lakeshore setback applied to the Property. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a variance to Orono Municipal Zoning Code Section 78-1279 to allow construction of additions to the home lakeward of the average lakeshore setback, subject to the following conditions: 1. Council approval is based on the survey dated 08/02/19 by Egan, Field & Nowak Inc., and revised building plans dated 02/07/2020 submitted by the Applicants and annotated by City staff, attached to this Resolution as Exhibits B & C. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 2. Authorities granted by this resolution run with the Property not with the Applicant, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A framing inspection must be completed within one year of the date of original Council approval, or the approvals will expire on that date (October 14, 2020). 3. Violation of or non-compliance with any of the terms and conditions of this resolution shall constitute a violation of the zoning code, shall automatically terminate any authority granted herein, and shall be punishable as a misdemeanor. ADOPTED by the Orono City Council on this 13th day of April, 2020. ATTEST: CITY OF ORONO: _______________________________ ________________________________ Anna Carlson, City Clerk Dennis Walsh, Mayor CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ Exhibit A 2090 Shoreline Drive (legal description): That part of Government Lot 1, Section 15, Township 117, Range 23, and of the accretions in said Section 15, described as follows: Commencing at Meander Corner No. 63 located on the north line of said Section 15; thence North 89 degrees 59 minutes 59 seconds West, assumed bearing along said north line, a distance of 458.47 feet to the westerly right-of-way line of the St. Paul, Minneapolis and Manitoba (Great Northern) Railway; thence South 17 degrees 07 minutes 41 seconds West, along said westerly right-of-way line, a distance of 1292.86 feet to the point of beginning of the land to be described; thence North 72 degrees 52 minutes 19 seconds West a distance of 6 feet, more or less, to the shore line of Lake Minnetonka; thence westerly, southerly, northerly and easterly, along said shore line to a point on said westerly right-of-way line distant 360 feet, more or less, southwesterly from the point of beginning; thence North 17 degrees 07 minutes 41 seconds East, along said westerly right-of-way line, a distance of 360 feet, more or less, to the point of beginning. The Northerly and Easterly boundary lines are marked by judicial landmarks set pursuant to Torrens Case No. 20918. Together with a nonexclusive appurtenant easement for ingress and egress in that part of said Government Lot 1 described as follows: Beginning at a point on said westerly right-of-way line, distant 1628.91 feet south from the north line of said Section 15, as measured along said westerly right-of-way line; thence South 72 degrees 52 minutes 19 seconds East a distance of 50.00 feet; thence North 62 degrees 07 minutes 41 seconds East a distance of 35.36 feet; thence North 17 degrees 07 minutes 41 seconds East a distance of 178.60 feet; thence South 72 degrees 52 minutes 19 seconds East a distance of 25.00 feet to the easterly right-of-way line of the St. Paul, Minneapolis and Manitoba (Great Northern) Railway; thence South 17 degrees 07 minutes 41 seconds West, along said easterly right-of-way line, a distance of 203.60 feet; thence South 62 degrees 07 minutes 41 seconds West a distance of 35.36 feet; thence North 72 degrees 52 minutes 19 seconds West a distance of 75.00 feet to said westerly right-of-way line; thence North 17 degrees 07 minutes 41 seconds East, along said westerly right-of- way line, a distance of 25.00 feet to the point of beginning as set forth in CR Doc. No. 8518737 and as modified by Decree in Torrens Case No. 20918, Doc No 4535441; Hennepin County, Minnesota. Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . 2/ 7 / 2 0 Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 TI T L E S H E E T T 1.0F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E S1.0 STRUCTURAL NOTES S2.0 LOWER LEVEL FRAMING PLAN S3.0 UPPER LEVEL FRAMING PLAN S4.0 ROOF FRAMING PLAN SURVEYOR: EAGAN, FIELD AND NOWAK, INC 1229 TYLER STREET NE, STE 100 MINNEAPOLIS, MN 55413 CONTACT: KENNETH FAUCHER OFFICE PHONE: 612-466-3363 PROJECT TEAM ARCHITECT: LAUREL ULLAND ARCHITECTURE 1718 LOGAN AVENUE SOUTH MINNEAPOLIS, MN 55403 CONTACT: LAUREL ULLAND OFFICE PHONE: 612-874-1086 MOBILE PHONE: 612-377-5984 ALTERNATE CONTACT: BRYAN MEYER, 612-599-8071 STRUCTURAL ENGINEER: MATTSON MACDONALD YOUNG BASSETT CREEK BUSINESS CENTER 901 NORTH 3RD STREET, SUITE 100 CONTACT: DAVE HOEPNER OFFICE PHONE: 612-827-7825 BUILDER: DOVETAIL RENOVATION INC. 3503 HENNEPIN AVENUE MINNEAPOLIS, MN 55408 CONTACT: DOUG TANNER OFFICE: 612-377-3071 MOBILE: 612-940-4304 DOUG@DOVETAILRENOVATION.COM CIVIL ENGINEER: BKBM ENGINEERS 5930 BROOKLYN BLVD. MINNEAPOLIS, MN 55429 CONTACT: KEVIN BOHL DIRECT PHONE: 763-843-0427 GEOTECHNICAL ENGINEER: HAUGO GEOTECHNICAL SERVICES 2825 CEDAR AVENUE SOUTH MINNEAPOLIS, MN 55407 CONTACT: JEFF HAYDON, SR. PROJECT MGR. PHONE: 612-791-9301 Martha Head Residence 2090 Shoreline Drive, Orono, MN 55391 A2.0 BASEMENT PLAN A2.1 MAIN LEVEL FLOOR PLAN A2.2 UPPER LEVEL FLOOR PLAN A2.3 ROOF PLAN A3.0 WEST EXTERIOR ELEVATION A3.1 SOUTH EXTERIOR ELEVATION A3.2 EAST EXTERIOR ELEVATION A3.3 NORTH EXTERIOR ELEVATION A3.4 WINDOW AND DOOR SCHEDULES A4.0 BUILDING SECTION A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.3 BUILDING SECTIONS A5.0 SECTION DETAILS A5.1 SECTION DETAILS A5.2 SECTION DETAILS A5.3 SECTION DETAILS A5.4 SECTION DETAILS E1.0 MAIN LEVEL LIGHTING PLAN E2.0 UPPER LEVEL LIGHTING PLAN DRAWING INDEX VA R I A N C E A P P L . PR I C I N G S E T T1.0 TITLE SHEET, SITE PLAN (refer to survey) S S 35 . 0 9 4 0 93 5 930 94 0 9 3 5 930 930 930 930 9 3 0 930 930 9 3 0 93 0 9 3 1 9 3 2 9 3 3 93 4 93 6 9 3 7 9 3 8 9 3 9 94 1 939 938 937 936 93 4 93 3 93 2 931 93 9 93 8 9 3 7 9 3 6 9 3 4 9 3 3 93 2 931 93 1 93 1 931 931 93 1 93 2 93 2 93 1 931 931 9 3 1 931 93 1 FIRE PIT DO C K DECK DOCK STONE PATH N87°04'23"W 179.73 N 5 2 ° 3 2 ' 1 6 " W 1 8 5 . 0 0 S74°52 ' 5 1 " W 1 6 0 . 0 0 S1 4 ° 1 1 ' 4 7 " W 1 6 5 . 0 0 S 2 4 Ā 1 5 ' 4 2 " E 1 5 0 . 0 0 N55 ° 2 3 ' 3 1 " E 9 0 . 0 0 S74° 4 3 ' 1 6 " E 3 1 9 . 8 5 SURVEY LINE SURV E Y L I N E SURVEY L I N E HE N N E P I N C O U N T Y R E G I O N A L R A I L R O A D A U T H O R I T Y (G R E A T N O R T H E R N R A I L W A Y ) LAKE MINNETONKA LAKE MINNETONKA C R Y S T A L B A Y WE S T E R L Y L I N E O F H E N N E P I N C O U N T Y R E G I O N A L R A I L R O A D A U T H O R I T Y R I G H T O F W A Y (F O R M E R L Y S T . P A U L , M I N N E A P O L I S A N D M A N I T O B A ( G R E A T N O R T H E R N ) R A I L W A Y ) CE N T E R L I N E O F H E N N E P I N C O U N T Y R E G I O N A L R A I L R O A D A U T H O R I T Y R I G H T O F W A Y (F O R M E R L Y S T . P A U L , M I N N E A P O L I S A N D M A N I T O B A ( G R E A T N O R T H E R N ) R A I L W A Y ) 74 . 8 2 N 1 7 ° 0 7 ' 4 1 " E 3 6 0 ± EDGE OF DELINEATED WETLAND EDGE OF DELINEATED WETLAND 35 FOOT WETLAND BUFFER 931.5 CONTOUR 931. 5 C O N T O U R 931.5 CONTOUR 931.5 CONTOUR O H W OHW ex'g gravel drive ex'g landscaping deck GAR. deck GAZEBO GARDEN RET. WALLS ROCK WALL RET. WALLS SCALE 1" = 50' no r t h SITE PLAN T1.0 1 REFER TO SURVEY FOR SPECIFIC LOT INFORMATION PROJECT LOCATION 2090 SHORELINE DRIVE ORONO, MN 55391 934.2 FFE EXISTING GUEST HOME PE R M I T S E T FE B . 7 , 2 0 2 0 JU L Y 1 7 , 2 0 1 9 T1.1 EROSION CONTROL PLAN EX'G 2-STORY WOOD FRAMED HOUSE PROPOSED 8'-6" X 21'-8" ADDITION TO NORTH SIDE 75' SHORELINE SETBACK SHORE LINE OF LAKE MINNETONKA LAKE ELEVATION = 929.7 FT. NGVD-29 (APRIL 5, 2019) 170' AVERAGE LAKE SHORE SETBACK 89'- 6 " 82'-3" 60'-5" 46'-10" 77'-1" Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . 2/ 7 / 2 0 Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E ER O S I O N C O N T R O L P L A N T 1.1NOT TO SCALE FILTER LOG DITCH CHECK DETAIL T1.1 3 S S 35 . 0 94 0 93 5 930 94 0 9 3 5 930 930 930 930 9 3 0 930 930 9 3 0 93 0 9 3 1 9 3 2 9 3 3 9 3 4 93 6 9 3 7 9 3 8 9 3 9 94 1 93 9 938 937 936 93 4 93 3 93 2 931 93 9 93 8 93 7 9 3 6 9 3 4 9 3 3 93 2 931 93 1 93 1 931 931 93 1 93 2 93 2 93 1 931 931 9 3 1 931 93 1 DO C K DECK DOCK STONE PATH S74° 4 3 ' 1 6 " E 3 1 9 . 8 5 LAKE MINNETONKA LAKE MINNETONKA C R Y S T A L B A Y 74 . 8 2 EDGE OF DELINEATED WETLAND EDGE OF DELINEATED WETLAND 35 FOOT WETLAND BUFFER 931.5 CONTOUR 931.5 CONTOUR O H W OHW ex'g gravel drive ex'g landscaping GAR. deck GAZEBO GARDEN SCALE 1" = 50' no r t h EROSION CONTROL PLAN T1.1 1 934.2 FFE EXISTING GUEST HOME NOT TO SCALE SILT FENCE DETAIL T1.1 2 EX'G 2-STORY WOOD FRAMED HOUSE INSTALL EROSION CONTROL - SEE DRAWINGS 2/T1.1, 3/T1.1 EXISTING TREE TO REMAIN - PROTECT AT ALL TIMES CONSTRUCTION LIMITS EROSION CONTROL IN THIS AREA ONLY DURING EXISTING FOUNDATION REPAIR/REPLACEMENT Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . 2/ 7 / 2 0 plan north Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 55 3 9 1 actu a l nort h F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E LO W E R L E V E L R E N O V A T I O N P L A N SCALE 1/4" = 1'-0" LOWER LEVEL RENOVATION PLAN A2.0 1 WALL KEY EX'G CONSTRUCTION NEW CONSTRUCTION PATCH AND REPAIR NEW MASONRY WALL A 2.0 HW EXISTING WATER FILTRATION EXISTING ELECTRICAL METER EXISTING FURNACE VERIFY NEW WALL POSITION RELATIVE TO EXISTING BATH WINDOW. ALIGN W/ EXISTING NORTH GARDEN/UTILITY WALL IF POSSIBLE (SHOWN INSET) INSULATE EX'G SPACE AND ADD HEAT/COOLING FOR THIS SPACE, PASSAGE AND KITCHEN ABOVE EXISTING FURNACE STAIR UP EXTERIOR STAIR UP EXISTING, TO REMAIN EXISTING, TO REMAIN INSULATE NORTH (STUD) WALL AND CEILING. PROVIDE 1 HR. FIRE PROTECTION ON STUD WALLS, CEILING EXISTING, TO REMAIN EXISTING, TO REMAIN ELECTRICAL SERVICE OR SUBPANEL OPTIONAL LOCATION (VERIFY) NEW INSULATED 2X6 WALLS ON NEW FROST FOOTING NEW CONC. SLAB ON GRADE. INSULATE CEILING SEE ABOVE FOR WALL POSITION NEW DECK POSTS AND PIER FOOTINGS (VERIFY DECK CONDITION AND REBUILD ACCORDINGLY) 3 EX'G WINDOWS REMOVED - SEAL OPENINGS AND REPAIR/ REPLACE SIDING AS REQ'D NEW BAY ABOVE FL U S H B E A M NEW RAILING TO MATCH GUEST HOUSE NEW CONC. SLAB (VERIFY) 3 A4.3 REPLACE OR RESTORE EX'G SLIDING GARAGE DOOR (VERIFY - HOW TO MAKE WEATHER TIGHT?) REBUILD THIS WALL W/ HELICAL PIER & GRADE BEAM FOOTING AND STONE VENEER CLAD 2X6 FRAMED WALL 1 1 A4.0 A4.1 1 A4.2 2 A4.2 NEW WINDOW IN EX'G DOOR OPENING NEW ADDITION NEW DOOR IN EX'G WINDOW OPENING EX'G STONE PILASTER FOUNDATION STEP FOUNDATION AND ELEVATE SLAB AS REQ'D FOR BEDROCK 934'-5" T.O. EXISTING BASEMENT AND GARAGE LEVEL (LOWEST POINT) NEW WINDOW CENTERED ON FORMER WINDOW SLAB ON GRADE 1 A4.3 2 A4.3 NEW 2X4 STUD WALL TO REPLACE EX'G (VERIFY - WALL SHOULD ALIGN W/ WALL ABOVE)AND 16" X 10" STRIP FOOTING W/ (2) #5 BARS CONT. BOTTOM. INCORPORATE INTO NEW POST SPREAD FOOTINGS. EXISTING CHIMNEY AND FOUNDATION TO BE REMOVED. CORRECT SUBSTRATE AND CONSTRUCT NEW CHIMNEY FOUNDATION TO MATCH DIMENSIONS OF NEW STONE VENEER CHIMNEY ABOVE NEW STUD POSTS AT OUTSIDE FACE OF STONE WALL TO SUPPORT FLUSH RIM ABOVE BASEMENT STORAGE BATH GARAGE MECHANICAL GARDEN! UTILITY SCREENED! PORCH NEW PASSAGE D1 004A 000 001 002 D2 D3 W1 D4D5 D6 004 W6 003 W2 D7 W3 005 006 007 OLD CISTERN (USED FOR STORAGE)CRAWL SPACE PROVIDE ACCESS TO NEW CRAWL SPACE REFRAME EX'G FLOOR ABOVE (AT A MINIMUM) STORAGE 008 D8 D9 W5 W4 G1 EXISTING, TO REMAIN ASSESS CONDITION OF EXISTING WOOD FRAMED SCREENS AND REPAIR/RE-SCREEN AS NECESSARY EX'G ELECTRICAL PANEL - VERIFY CONDITION/CAPACITY CUT EX'G SLAB AND PATCH FOR NEW FOUNDATION WALL INSTALLATION 006A NEW CONC. SLAB 1 A4.1 8" 8" 1' - 0 " 8" 1'-2" 8" 1' - 2 " 6" 21 ' - 8 " 4' - 5 " 6'-9" VERIFY 8'-6" 15 ' - 7 " 35 ' - 9 " 62 ' - 7 3 / 4 " 26 ' - 1 0 3 / 4 " 20 ' - 2 " 54'-0" NOT TO SCALE plan north actu a l nort h Sheet Date By Project Laurel Ulland Architecture 1718 Logan Avenue South Minneapolis, 55403 612 874 1086 p www.laurelulland.com Issue Martha Head Residence 2090 Shoreline Drive, Orono, MN 55391 FORMATTED FOR 18X24 SHEET SIZE MAIN LEVEL RENOVATION PLAN A 2.1 SCALE 1/4" = 1'-0" MAIN LEVEL RENOVATION PLAN A2.1 1 WALL KEY EX'G CONSTRUCTION NEW CONSTRUCTION PATCH AND REPAIR NEW MASONRY WALL STAIR DOWN 33" OVEN/ MICROWAVE REFRIG. D.W. NEW WALL 12" SOUTH OF EX'G (TO BE REMOVED) NEW P.T. DECK W/ IPE DECKING, AZEK TRIM AND RAILING SYSTEM TO MATCH GUEST HOUSE (AZEK/TIMBER TECH PREMIER) SHELF MOVE WINDOW CLEAR OF NEW WALL STAIR UP GAS LOG TO BE INSTALLED IN EX'G FIREPLACE & RE-LINE CHIMNEY W/ S. STEEL LINER MOVE DOOR 107A 111A STAIR DOWN REBUILD P.T. WOOD STEPS WITHIN EX'G STONE WALLS FURNITURE THICKENED WALL IF REQUIRED FOR BATHROOM PLUMBING ABOVE HOOKS SHELVES UNDERCAB REFRIG.1 A4.1 3 A4.3 SHELVES 1 1 A4.0 A4.1 1 A4.2 2 A4.2 EXISTING HOUSE NEW ADDITION DN. 6" STEPS TO GRADE 942'-1" T.O. EX'G MAIN FINISHED FLOOR BLUESTONE PAVERS ON CONC. SLAB 1 A4.3 2 A4.3 X AX.X PLAN DETAIL NEW CLOSET KITCHEN SCREENED! PORCH DECK SUNROOM LIVING ROOM DINING ROOM SITTING ROOM DEN MASTER! BEDROOM CLOS. OFFICE P.R. MASTER! BATHROOM W.C. REBUILT FIREPLACE AND CHIMNEY (STONE VENEER EXTERIOR) ON NEW FOUNDATION - STORE AND RETROFIT EX'G INTERIOR FIREPLACE SURROUND. MONTIGO H34 GAS FIREPLACE SHOWN WITH VERTICAL VENT REBUILD/RE-CREATE EX'G DOOR AND SIDELITES IN NEW, REPAIRED/HEADERED OPENING EXISTING BAY WINDOWS AND FRAMING TO BE PRESERVED AND REPAIRED AS NEEDED REBUILD PLUMBING WALL TO BE 2X6 AND RE-CONFIGURE WATER SUPPLY AT EX'G TUB (HOT/COLD ARE INCORRECT) NEW W.C. FROM EX'G CLOSET SPACE NEW SINK/VANITY NEW DOOR IN NEW POSITION EXISTING VAULTED CEILING TO REMAIN TV ORIGINAL VAULTED CEILING TO BE RE-CREATED AFTER NEW FLOOR ABOVE IS INSTALLED NEW WALL 12" SOUTH OF EX'G (TO BE REMOVED) NEW SLIDING DOOR TO REPLACE EX'G 100 D10 W7 D11 101 D12W9 10 1 A W10 W28 W27 W11 W12D13 W13 W14 D14 D15W15 W16 W17 10 2 B 1 0 2 A 10 4 A 104B 102 103 104 10 4 D 10 4 C 105 106 10 5 A 106A 10 6 B W18 W19 W20 W21 D16 D17107 109108 10 8 A 10 9 A 10 9 C 10 9 B 112A 112 113 110 HALL 111 W22 W23W24W25W26 NEW CANTILEVERED BAY WINODW W8 ASSESS CONDITION OF EXISTING WOOD FRAMED SCREENS AND REPAIR/RE-SCREEN AS NECESSARY RESTORE EXISTING BAY WINDOWS - SQUARE OPENINGS, RESTORE FRENCH CASEMENTS AND PROVIDE NEW WOOD COMBO SCREEN/STORMS CABINETTALL CAB. NEW ROOF BEARING AND DORMER ABOVE CONTRACTOR TO VERIFY AVAILABLE SPACE IN WALL FOR NEW POST EX'G PLUMBING CHASE EX'G PLUMBING CHASE POST FOR NEW BEAM ABOVE - ACCESS THROUGH SITTING ROOM POST FOR NEW BEAM ABOVE - ACCESS THROUGH SITTING ROOM NEW WALL TO MATCH EX'G WALL THICKNESS EX'G DOOR POSITION VERIFY IF RAMP IS TO BE PRESERVED DOOR MOVED ~14" SOUTH (VERIFY) 1' - 1 0 1 / 2 " 6'-4"7'-6 1/2" 3'-1" 7' - 3 " 3' - 1 " 3' - 1 " 3'-3 3/4" 6" 6" 8'-0" 21 ' - 2 " 4' - 5 " 6'-9" 8'-0" 7' - 1 1 / 2 " 3'-7 1/2"5 1/2" 4' - 0 " 4' - 6 " 5'-0" 2' - 6 " 3' - 4 " 3' - 0 " FINISHED FI N I S H E D FI N I S H E D FI N I S H E D FI N I S H E D FI N . 3'-0"3'-0"3'-11 1/4" 1'-0" 45° Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . 2/ 7 / 2 0 plan north actu a l nort h Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E UP P E R L E V E L R E N O V A T I O N P L A N A 2.2 SCALE 1/4" = 1'-0" UPPER LEVEL RENOVATION PLAN A2.2 1 WALL KEY EX'G CONSTRUCTION NEW CONSTRUCTION PATCH AND REPAIR NEW MASONRY WALL 3 A4.3 STAIR DOWN LOWER CEILING TO BE FLAT 1 1 A4.0 A4.1 1 A4.2 2 A4.2 EXISTING HOUSE NEW ADDITION 2 A4.3 3 A4.3 BEDROOM 1 SCREENED! PORCH BEDROOM 3 CLOSET LINEN BATHROOM! 2 207 HALL 200 W36 W35 BEDR00M 2 205 206 CL O S E T CL O S E T 20 7 A 20 7 B 205A 20 5 B 20 6 A 20 1 A 200 A 201 DRESSING 203 202 BATHROOM 1 204 203 A 204A W29 W30 D18 W31 W32 W33 W34 EX'G STACK VENT EX'G BRICK CHIMNEY NEW BAY ROOF OVER EXISTING - VERIFY WITH ARCHITECT - EXISTING INTERIOR COFFERED CEILING TO REMAIN NEW 5/12 ROOF NEW 5/12 ROOF NEW 5/12 ROOF NEW FIELDSTONE CHIMNEY FLAT ROOF .25/12 FLAT ROOF .25/12 FLAT ROOF .25/12 NEW CANTILEVERED BAY WINODW ASSESS CONDITION OF EXISTING WOOD FRAMED SCREENS AND REPAIR/RE-SCREEN AS NECESSARY LEAVE OR REPLACE EX'G HALL WALLS - NEW WALLS AT SAME WIDTH AS EX'G DRESSER W/ TV DRESSER 1 A4.1 NEW GABLE PITCH AND OVERHANG TO MATCH KITCHEN PORCH - RAISE 3" +/- TO CLEAR ADJACENT KITCHEN OVERHANG. DO NOT EXCEDE KITCHEN GABLE PEAK 4'-7" 4' - 0 " 13'-6 1/2"10'-6"10'-1" 5'-4" 3'-6" 2' - 4 " 3'-11"3' - 1 0 1 / 4 " 5'-6"3' - 3 " 45° 4 1 / 2 " 3' - 2 1 / 2 " FI N I S H E D FINISHED FI N . 3'-2"+/- Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . 2/ 7 / 2 0 plan north actu a l nort h Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E RO O F P L A N A 2.3 SCALE 1/4" = 1'-0" ROOF PLAN A2.3 1 X AX.X NEW 12/12 GABLE NEW 6/12 GABLE EXISTING 6/12 GABLE EXISTING 6/12 GABLE EXISTING 12/12 GABLE NEW 12/12 GABLE EXISTING 8/12 HIP ROOF (VERIFY) EXISTING 6/12 HIP ROOF EXISTING 6/12 GABLE 3 A4.3 1 A4.0 1 A4.1 1 A4.2 2 A4.2 1 A4.3 2 A4.3 NEW FLAT ROOF .25/12 NEW FLAT ROOF .25/12 NEW 5/12 ROOF NEW 5/12 ROOF NEW 5/12 ROOF NEW 6/12 SHED ROOF TO MATCH EX'G NEW 8/12 HIP ROOF (VERIFY) NOTE: SHED ROOF IN THIS AREA (OVER DEN) TO BE REMOVED FOR CONSTRUCTION OF LARGER MAIN GABLE, BUT REBUILT TO MATCH EX'G SLOPE AND PROFILE OF ADJACENT, EXISTING SHED ROOF FLAT ROOF .25/12 NEW CANTILEVERED BAY WINODW NEW BAY ROOF OVER EXISTING - VERIFY WITH ARCHITECT - EXISTING INTERIOR COFFERED CEILING TO REMAIN NEW GABLE PITCH AND OVERHANG TO MATCH KITCHEN PORCH - RAISE 3" +/- TO CLEAR ADJACENT KITCHEN OVERHANG. DO NOT EXCEDE KITCHEN GABLE PEAK NEW WIDER GABLE TO REPLACE EX'G - PRESERVE SOUTH KNEE WALL POSITION AND MATCH AT NORTH - VERIFY PEAK. DO NOT EXCEDE MAIN GABLE NEW FIELDSTONE CHIMNEY Sheet Date By Project Laurel Ulland Architecture 1718 Logan Avenue South Minneapolis, 55403 612 874 1086 p www.laurelulland.com I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Issue Registration # This drawing is provided as an Instrument of Service by Laurel Ulland Architecture and is intended for use on this project only. LUA are the authors and owners of these instruments and retains all common law statutory and other reserved rights, including copyright. Any reproduction, use or disclosure of the designs, arrangements or information contained herein without the prior written consent of LUA Is strictly prohibited.PROPOSED WEST ELEVATION Martha Head Residence 2090 Shoreline Drive, Orono, MN 55391 FORMATTED FOR 18X24 SHEET SIZE SCALE 1/4" = 1'-0" PROPOSED WEST ELEVATION A3.0 1 A 3.0 1 A4.0 1 A4.1 1 A4.2 2 A4.2 NEW ADDITION TO THE NORTH NOTE: SHED ROOF IN THIS AREA (OVER DEN) TO BE REMOVED FOR CONSTRUCTION OF LARGER MAIN GABLE, BUT REBUILT TO MATCH EX'G SLOPE AND PROFILE OF ADJACENT, EXISTING SHED ROOF EXISTING HOUSENEW UPPER FLOOR 934'-5" T.O. EXISTING BASEMENT AND GARAGE LEVEL 933'-6" ORONO RFPE MIN. TOP OF FLOOR SURFACE 932'-6" MSL - MCWD LOW OPENING MIN. 942'-1" T.O. EX'G MAIN FINISHED FLOOR 952'-0 3/4" T.O. EX'G UPPER FINISHED FLOOR 941'-10" T.O. EX'G SUNROOM FINISHED FLOOR (DIMENSION VARIES DUE TO FLOOR SLOPE) 1 A4.3 2 A4.3 NEW STONE RAMP TO PORCH DOOR (WRAPS AROUND TREE AND SCULPTURE) REGRADE WEST FACADE AND REPAIR SIDING AND FLOOR RIM. REMOVE AND RE-BUILD STONE STEPS AND LANDSCAPE WALLS W14 D14D15 W15W16W17W19W20 W21 D17 D18W31 ASSESS CONDITION OF EXISTING WOOD FRAMED SCREENS AND REPAIR/RE-SCREEN AS NECESSARY REFER TO WINDOW SCHEDULE NOTES REGARDING EX'G D.H. REPLACEMENT W/ CASEMENTS WITH CUSTOM MUNTIN PATTERN NEW BAY ROOF OVER EXISTING - VERIFY WITH ARCHITECT - EXISTING INTERIOR COFFERED CEILING TO REMAIN NEW 5/12 WITH FLAT ROOF OVER EX'G 4/12 ROOF STRUCTURE 5.00 12 NEW FIELDSTONE CLAD CHIMNEY ON NEW FOUNDATION TO REPLACE EXISTING BRICK CHIMNEY NEW GABLE ROOF AND DORMER TO MATCH PITCH OF ADJACENT ALL ON-GRADE WINDOWS TO HAVE METAL ROLLING STORM SHUTTERS ALL LIVING ROOM, DEN AND SUNROOM WINDOWS TO HAVE NEW HEADERS AT CONSISTENT HEIGHT. REBUILD/EXTEND SOFFITS FOR 8" SHUTTER HOUSING MOUNTING STORM SHUTTERS FOR NEW OFFICE ADDITION DOORS TO BE INSTALLED IN PORCH CEILING NEW OPERATIONAL CUSTOM PAINTED CEDAR SHUTTERS WHERE SHOWN NEW EAVE AND SHIP LAP SIDING TO MATCH EX'G AS REQUIRED FOR NEW HEADERS AND WINDOWS/DOORS NEW EAVE AND SHIP LAP SIDING TO MATCH EX'G AS REQUIRED FOR NEW WINDOWS AND ADDITION PAINTED WOOD TRIM AND PAINTED CEDAR SHINGLES ON NEW DORMER SCALE 1/4" = 1'-0" PROPOSED SOUTH ELEVATION A3.1 1 Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . PR O P O S E D S O U T H E L E V A T I O N Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E A 3.1 2 A4.1 NEW, WIDER GABLE TO REPLACE EXISTING GABLE (PROFILE OF EX'G GABLE SHOWN DASHED 934'-5" T.O. EXISTING BASEMENT AND GARAGE LEVEL 933'-6" ORONO RFPE MIN. TOP OF FLOOR SURFACE 932'-6" MSL - MCWD LOW OPENING MIN. 942'-1" T.O. EX'G MAIN FINISHED FLOOR 952'-0 3/4" T.O. EX'G UPPER FINISHED FLOOR 941'-10" T.O. EX'G SUNROOM FINISHED FLOOR (DIMENSION VARIES DUE TO FLOOR SLOPE) 6.00 12 12.00 12 NEW DEEPER/TALLER BAY WINDOW TO REPLACE EXISTING D5 W2W3 W8 D12 W10 W11 W13 W29W30 W38 ASSESS CONDITION OF EXISTING WOOD FRAMED SCREENS AND REPAIR/RE-SCREEN AS NECESSARY RESTORE EXISTING BAY WINDOWS - SQUARE OPENINGS, RESTORE FRENCH CASEMENTS AND PROVIDE NEW WOOD COMBO SCREEN/STORMS 3 EXISTING WINDOWS TO BE REMOVED - REPAIR/REPLACE SIDING AS REQ'D NEW GABLE ROOF ALL ON-GRADE WINDOWS TO HAVE METAL ROLLING STORM SHUTTERS ALL LIVING ROOM, DEN AND SUNROOM WINDOWS TO HAVE NEW HEADERS AT CONSISTENT HEIGHT. REBUILD/EXTEND SOFFITS FOR SHUTTER HOUSING MOUNTING NEW OPERATIONAL CUSTOM PAINTED CEDAR SHUTTERS WHERE SHOWN ASSESS CONDITION OF EXISTING WOOD FRAMED SCREENS AND REPAIR/RE-SCREEN AS NECESSARY NEW EAVE AND SHIP LAP SIDING TO MATCH EX'G AS REQUIRED FOR NEW HEADERS AND WINDOWS/DOORS REPAIR/REPLACE TRIM AND SIDING AS NECESSARY FOR RESTORATIONREPAIR/REPLACE TRIM AND SIDING AS NECESSARY FOR RESTORATION NEW P.T. WOOD DECK W/ IPE DECKING AND AZEK TRIM AND RAILING (TIMBERTECH) NEW GABLE PITCH AND OVERHANG TO MATCH KITCHEN PORCH - RAISE 3" +/- TO CLEAR ADJACENT KITCHEN OVERHANG. DO NOT EXCEDE KITCHEN GABLE PEAK Sheet Date By Project Laurel Ulland Architecture 1718 Logan Avenue South Minneapolis, 55403 612 874 1086 p www.laurelulland.com I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Issue Registration # This drawing is provided as an Instrument of Service by Laurel Ulland Architecture and is intended for use on this project only. LUA are the authors and owners of these instruments and retains all common law statutory and other reserved rights, including copyright. Any reproduction, use or disclosure of the designs, arrangements or information contained herein without the prior written consent of LUA Is strictly prohibited.PROPOSED EAST ELEVATION Martha Head Residence 2090 Shoreline Drive, Orono, MN 55391 FORMATTED FOR 18X24 SHEET SIZE A 3.2 SCALE 1/4" = 1'-0" PROPOSED EAST ELEVATION A3.2 1 1 A4.0 1 A4.1 EXISTING SLIDING DOOR REPLACED WITH INSULATED, CUSTOM WOOD CLAD OVERHEAD DOOR - VERIFY IF ADEQUATE CLEARANCE EXISTS 1 A4.2 2 A4.2 EXISTING HOUSE NEW ADDITION EXISTING HOUSE NEW UPPER FLOOR 934'-5" T.O. EXISTING BASEMENT AND GARAGE LEVEL 933'-6" ORONO RFPE MIN. TOP OF FLOOR SURFACE 932'-6" MSL - MCWD LOW OPENING MIN. 942'-1" T.O. EX'G MAIN FINISHED FLOOR 952'-0 3/4" T.O. EX'G UPPER FINISHED FLOOR 1 A4.3 2 A4.3 12.00 12 NEW BAY TO REPLACE EXISTING NEW ATTIC WINDOW TO MATCH EXISTING W35W36 D9 W5 W4 G1 W8 W10 W12 D13 W28 W27 W23 W24W25 W26 W37 ASSESS CONDITION OF EXISTING WOOD FRAMED SCREENS AND REPAIR/RE-SCREEN AS NECESSARY W6 D.H. WINDOW BEYOND IN BSMT. BATH W/ 6/1 MUNTIN PATTERN ROLLING STORM SHUTTERS AT NEW OFFICE ADDITION TO BE BUILT INTO SOFFIT NEW OPERATIONAL CUSTOM PAINTED CEDAR SHUTTERS WHERE SHOWN ALL LIVING ROOM, DEN AND SUNROOM WINDOWS TO HAVE NEW HEADERS AT CONSISTENT HEIGHT. REBUILD/EXTEND SOFFITS FOR 8" SHUTTER HOUSING MOUNTING NEW 5/12 WITH FLAT ROOF OVER EX'G 4/12 ROOF STRUCTURE 5.00 12 NEW EAVE AND SHIP LAP SIDING TO MATCH EX'G AS REQUIRED FOR NEW WINDOWS AND ADDITION NEW 4/12 SHED ROOF CANOPY W/ CEDAR SHINGLE ROOF NEW PAINTED WOOD BRACKETS NEW FOUNDATION WALL WITH FIELDSTONE VENEER TO MATCH EXISTING NEW FOUNDATION THIS AREA W/ 2X6 STUD WALL AND FIELDSTONE VENEER NEW GABLE BEYOND SHOWN DASHED. PITCH AND OVERHANG TO MATCH KITCHEN PORCH - RAISE 3" +/- TO CLEAR ADJACENT KITCHEN OVERHANG. DO NOT EXCEDE KITCHEN GABLE PEAK NEW WIDER GABLE TO REPLACE EX'G - PRESERVE SOUTH KNEE WALL POSITION AND MATCH AT NORTH - VERIFY PEAK. DO NOT EXCEDE MAIN GABLE (PROFILE OF EX'G GABLE SHOWN DASHED) SCALE 1/4" = 1'-0" PROPOSED NORTH ELEVATION A3.3 1 Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . PR O P O S E D N O R T H E L E V A T I O N Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E A 3.3 2 A4.1 3 A4.3 NEW ADDITION TO THE NORTH 934'-5" T.O. EXISTING BASEMENT AND GARAGE LEVEL 933'-6" ORONO RFPE MIN. TOP OF FLOOR SURFACE 932'-6" MSL - MCWD LOW OPENING MIN. 942'-1" T.O. EX'G MAIN FINISHED FLOOR 952'-0 3/4" T.O. EX'G UPPER FINISHED FLOOR 5.00 12 6.00 12 RELOCATE EX'G NORTH ATTIC WINDOW OR REPLACE D10 W7 W18W20 W22 D1 W1 D4 W31W32W33W34 W39 ASSESS CONDITION OF EXISTING WOOD FRAMED SCREENS AND REPAIR/RE-SCREEN AS NECESSARY ALL ON-GRADE WINDOWS TO HAVE METAL ROLLING STORM SHUTTERS ALL LIVING ROOM, DEN AND SUNROOM WINDOWS TO HAVE NEW HEADERS AT CONSISTENT HEIGHT. REBUILD/EXTEND SOFFITS FOR SHUTTER HOUSING MOUNTING ROLLING STORM SHUTTERS AT NEW OFFICE ADDITION TO BE BUILT INTO SOFFIT STORM SHUTTERS FOR NEW OFFICE ADDITION DOORS TO BE INSTALLED IN PORCH CEILING D16 NEW OPERATIONAL CUSTOM PAINTED CEDAR SHUTTERS WHERE SHOWN 3 SHUTTERS PER SIDE TO COVER ENTIRE WINDOW AREA 5.00 12 NEW GABLE ROOF NEW BATHROOM DORMER TO MATCH PITCH AND PROPORTIONS OF ADJACENT PORCH DORMER NEW, WIDER GABLE TO REPLACE EXISTING GABLE NEW 4/12 SHED ROOF CANOPY W/ CEDAR SHINGLE ROOF, PAINTED TRIM AND PAINTED WOOD BRACKETS NEW FOUNDATION WALL WITH FIELDSTONE VENEER TO MATCH EXISTING STONE SILL, TYP. REGRADE WEST FACADE AND REPAIR SIDING AND FLOOR RIM NEW GABLE PITCH AND OVERHANG TO MATCH KITCHEN PORCH - RAISE 3" +/- TO CLEAR ADJACENT KITCHEN OVERHANG. DO NOT EXCEDE KITCHEN GABLE PEAK Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . WI N D O W & D O O R S C H E D U L E S Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E A 3.4 MARTHA HEAD RESIDENCE WINDOW/EXTERIOR DOOR SCHEDULE (v1.0) GENERAL NOTES: 1. All windows and exterior doors to be Loewen units with extruded aluminum cladding in “Alpine White” as specified above in the window and door schedule. Interiors to be primed Doug Fir.! 2. Glazing to be Heat-Smart Double Low-E2 insulating glass with 1⁄2” air space. Simulated Divided Lites to be Colonial 5/8” (16mm) Puddy profile on both interior and exterior sides with Deep Shadow Bar, including Black Stainless Steel spacer bar.! 3. Clad exterior casing to be 31⁄2” flat metal brick mould with Double Hung Heritage Sill Nose at window units. All windows will be factory ganged as noted on the window and door schedule with the exception of architect approved factory shop drawings. Ganged units, as specified above in the window ! and door schedule, to have 4" structural mulls (to be verified with builder and architect). Mull covers to be provided for all ganged units. All exterior cladding to be “Alpine White”.! 4. Window and Door hardware finishes to be verified by Owner and Architect. Sash locks and lifts to be provided for all Double-Hung windows, Tango Casement handles and covers for all traditional casement windows, sliding door handle sets to be in the “Botticelli” style and errace door handle to ! be "Verona" style. 5. All Loewen insect screens to be full-height with exterior frame color matched to exterior cladding and with standard anti-glare fiberglass cloth. All remaining existing windows to receive new combination painted wood storm/screen windows. 6. All Loewen windows and doors are engineered to comply with, and exceed, North American building codes for thermal performance, air infiltration and energy efficiency. Air, water and structural test values are available on the Loewen website, www.loewen.com. 7. Exterior Doors at Mechanical Room (D6) and Dressing Room (D9) to be 1 1/4" Tru-Stile MDF 2-panel in-swing doors with insulated low-E glass at upper panel with QB sticking (TS2020). Screened doors to be provided at both locations. 8. Architect to review shop drawings and approve window order prior to execution. Contact Laurel Ulland at 612-377-5984 laurel@laurelulland.com or Bryan Meyer at 612-599-8071 bryanmeyerarchitect@gmail.com with any questions or comments. TAG QTY.LOCATION ID# / MODEL TYPE MATERIAL ROUGH OPENING HEAD HGT. NOMINAL JAMB DEPTH NOTES / REMARKS EDIT DATE WINDOWS: W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 1 1 1 1 1 1 2 3 1 3 1 3 4 3 2 3 2 1 1 1 5 2 GARDEN UTILITY BASEMENT STORAGE MECHANICAL BSMT. BATH KITCHEN KITCHEN DINING RM. DINING RM. STAIR SUNROOM LIVING RM. DEN DEN MASTER BEDRM. W.C. OFFICE DH1 2620 DH1 2616 DH1 2424 DH1 2020 DH1 2622 LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG EXISTING FIXED LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG CLAD/WOOD CLAD/WOOD CLAD/WOOD CLAD/WOOD CLAD/WOOD CLAD/WOOD CLAD/WOOD CLAD/WOOD CLAD/WOOD CLAD/WOOD CLAD/WOOD CLAD/WOOD CLAD/WOOD CLAD/WOOD 31 13/16" 31 13/16" 31 13/16"40 1/4" 56 1/4" 25 13/16"48 1/4" 31 13/16"52 5/16" WIDTH HEIGHT 32 9/16" 32 9/16" 67 3/8" 26 9/16" 32 9/16" 41" 6'-0" 6'-8" 6'-6" 6'-8" 7'-0" 6 9/16" 6 9/16" 4 9/16" VERIFY 6 9/16" 6 9/16" 6 9/16" 6 9/16" 11.22.19 TAG QTY.LOCATION ID# / MODEL TYPE MATERIAL NOMINAL JAMB DEPTH NOTES / REMARKS EDIT DATE 1 SCRND. PORCH (000) WIDTH HEIGHT EXTERIOR DOORS: D1 1D2 1D3 2 PASSAGE SIMPSON BARN DOORD4 2 PNTD. WOODD5 78" (DOOR)64" (DOORS) 1D6 1D7 2D9 ROUGH OPENING HEAD HGT. 1 SCRND. PORCH (100)D10 1 1 STORAGE 36" (DOOR)80" (DOOR)D8 PNTD. WOOD 6 9/16" 6 9/16" 6 9/16" 1D11 D12 VERIFY VERIFY VERIFY VERIFY 60 1/4" 57" 61" 49" 53 1/16" W24 W25 W26 W27 W28 W29 W30 W31 W32 W33 W34 W35 W36 W37 W38 W39 MECHANICAL SUNROOM SUNROOM 2 LIVING RM. MASTER BEDRM. OFFICE MASTER BATHRM.1 2 1 MASTER BATHRM. POWDER RM. 2 1 SITTING RM. DINING RM. BEDROOM 3 BEDROOM 1 BATHROOM 1 BATHROOM 1 BEDROOM 2 BEDROOM 2 BATHROOM 2 BEDROOM 3 ATTIC ATTIC ATTIC 1 1 3 1 1 1 1 1 1 1 1 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 LOEWEN DOUBLE HUNG LOEWEN DOUBLE HUNG CLAD/WOOD CLAD/WOOD REPLACES EX'G - VERIFY EX'G MASONRY OPENINGDH1 2420 29 13/16"48 1/4"VERIFY DH1 2414 29 13/16"36 1/4" DH1 2620 49" 49" 48 1/4" 48 1/4"6'-0" LOWER HEAD HGT. TO ALLOW FOR STONE ABOVE GANGED UNITS WITH SINGLE 2X4 STUD POCKET (3") FRAME SIZE - INDIVIDUAL WIDTH HEIGHT FRAME SIZE - OVERALL WIDTH HEIGHT ROUGH OPENING WIDTH HEIGHT FRAME SIZE - INDIVIDUAL WIDTH HEIGHT FRAME SIZE - OVERALL WIDTH HEIGHT LOWER HEAD HGT. TO ALLOW FOR STONE ABOVE 66 5/8""40 1/4" 29 13/16"6'-8"30 9/16"INDIVIDUAL UNITS GANGED UNITS WITH STRUCTURAL MULLS. TEMPER UNIT NEAREST DOOR GANGED UNITS WITH STRUCTURAL MULLS. TEMPER UNIT NEAREST DOOR TEMPER EXISTING CASEMENT EXISTING BAY WINDOW TO BE SQUARED AND RESTORED. PROVIDE NEW WOOD COMBO SCREEN/STORMS EXISTING STAINED GLASS WINDOW. VERIFY CONDITION TO DETERMINE RESTORATION. 4 9/16" VERIFY 6'-6"GANGED UNITS WITH STRUCTURAL MULLS.4 9/16" VERIFYDH1 3026 35 13/16"36 9/16" 6'-6"4 9/16" VERIFY GANGED UNITS WITH STRUCTURAL MULLS. 35 13/16"36 9/16" 35 13/16"36 9/16"60 1/4"61" 60 1/4"61" 60 1/4"61" DH1 3026 DH1 3026 4 9/16" VERIFY35 13/16" 35 13/16"60 1/4" DH1 3026 DH1 3026 6'-6" 6'-6"4 9/16" VERIFY GANGED UNITS WITH STRUCTURAL MULLS. GANGED UNITS WITH STRUCTURAL MULLS.61" 36 9/16" 36 9/16" 35 13/16"60 1/4"DH1 3026 6'-6"GANGED UNITS WITH STRUCTURAL MULLS.61"36 9/16" 35 13/16"60 1/4"DH1 3026 6'-6"GANGED UNITS WITH STRUCTURAL MULLS.61"36 9/16" 6'-8" 6'-8" 7'-0"GANGED UNITS WITH STRUCTURAL MULLS.DH1 2622 31 13/16"52 5/16"32 9/16"53 1/16" DH1 2020 LOEWEN DOUBLE HUNG CLAD/WOOD 25 13/16"48 1/4"26 9/16"49" DH2 2020 LOEWEN DOUBLE HUNG CLAD/WOOD 25 13/16"48 1/4"52 3/8"49"GANGED UNITS51 5/8"48 1/4"6'-8" 6'-8"4 9/16" VERIFY 4 9/16" VERIFY LOEWEN CASEMENT CLAD/WOOD 6'-8"4 9/16" VERIFY CA1 0506 19 11/16"23 5/8"20 7/16"24 3/8" 6'-8" 6'-8" LOEWEN DOUBLE HUNG CLAD/WOOD 6 9/16"DH1 2622 31 13/16"32 9/16"INDIVIDUAL UNITS52 5/16"53 1/16" 6'-8" 6'-8" 6'-8" CLAD/WOOD 6 9/16"6'-8" CLAD/WOOD 6 9/16"6'-8" CLAD/WOOD 6 9/16"6'-8" CLAD/WOOD 6 9/16"6'-8" CLAD/WOOD 6 9/16"31 1/2"32 1/4"6'-8"LOEWEN CASEMENT EGRESS. CUSTOM MUNTIN PATTERN TO SIMULATE 6 (3W2H)/1 DOUBLEHUNG55 7/8"55 1/8"CA1 O814 FIXED NEW CUSTOM ATTIC WINDOW TO MATCH EXISTING FIXED CUSTOM FIXED GARDEN UTILITY GARDEN UTILITY EXISTING DOOR. VERIFY CONDITION TO DETERMINE REPLACEMENTSCREENED DOOR PNTD. WOOD PNTD. WOOD PNTD. WOOD ENTRY DOOR PNTD. WOOD PNTD. WOODENTRY DOOR EXISTING DOOR. VERIFY CONDITION TO DETERMINE RESTORATION OR REPLACEMENT EXISTING DOOR. VERIFY CONDITION TO DETERMINE RESTORATION OR REPLACEMENT 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 49854 (PAIR)PNTD. WOOD 1 3/4" THICK. CUSTOM HEIGHT PASSAGE SIMPSON BARN DOOR 78" (DOOR)64" (DOORS)49854 (PAIR)1 3/4" THICK. CUSTOM HEIGHT BASEMENT BASEMENT EXISTING DOOR IN GOOD CONDITION TO REMAINPASSAGE DOOR NEW PASSAGE DOORPASSAGE DOOR - SLAB PNTD. WOODTRUSTILE 80" (DOOR)72" (DOORS)TS2020 (PAIR)1 1/4" THICK. VERIFY HEIGHTMECHANICAL KITCHEN EXISTING DOOR. VERIFY CONDITION TO DETERMINE REPLACEMENTSCREENED DOOR PNTD. WOOD ENTRY DOOR PNTD. WOOD EXISTING DOOR. VERIFY CONDITION TO DETERMINE RESTORATION OR REPLACEMENT KITCHEN D13 D14 D15 D16 D17 D18 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 11.22.19 LOEWEN SLIDING PATIOCUSTOM CLAD/WOOD 66"79 1/2"66 3/4"80 1/8"6 9/16"VERIFY SIMPSON THERMAL FRENCH VERIFY DOOR SIZE AND SIDELITES. PROVIDE A&H MILLWORK SCREENED DOOR. 4 9/16" VERIFY1 1 SUNROOM SUNROOM CLAD/WOOD CLAD/WOOD 7037 36" (DOOR) VERIFY HEAD HEIGHT. PROVIDE SCREENED DOOR4 9/16" VERIFY79 1/2"80 1/8"LOEWEN SLIDING PATIOWP2 1820 70 7/8"71 5/8" 1 LIVING ROOM CLAD/WOOD VERIFY HEAD HEIGHT. PROVIDE SCREENED DOOR4 9/16" VERIFY79 1/2"80 1/8"LOEWEN SLIDING PATIOWP2 1820 70 7/8"71 5/8" 1 6 9/16"W.C.PNTD. WOODSIMPSON TRAD. SHAKER 80" (DOOR)36" (DOOR)70782 1 3/4" THICK. LOEWEN TERRACE DOOR CLAD/WOODTD1 0920 TD1 0420 (2)36 3/8"79 1/2"72 1/2"80 1/8"OFFICE1 WITH (2) TD1 0420 SIDELITES. VERIFY HEIGHT. PROVIDE SCREENED DOOR. VERIFY NARROW STILE OR STANDARD71 3/4"79 1/2" 1 CLAD/WOOD VERIFY HEAD HEIGHT. WITH (2) WP1 7520 FIXED SIDELITES. PROVIDE SCREENED DOOR 4 9/16" VERIFY79 1/2"80 1/8"LOEWEN SLIDING PATIOWP2 1820 WP1 7520 (2)134 5/8"BEDROOM 1 6 9/16" 133 7/8"79 1/2"70 7/8" LOEWEN CASEMENT CLAD/WOOD CLAD/WOOD EGRESS. CUSTOM MUNTIN PATTERN TO MATCH EX'G (TO BE REMOVED) DOUBLE HUNG. WIDE FAUX SASH RAIL & DIAMOND PATTERN MUNTINS EGRESS. CUSTOM MUNTIN PATTERN TO MATCH EX'G (TO BE REMOVED) DOUBLE HUNG. WIDE FAUX SASH RAIL & DIAMOND PATTERN MUNTINS 4 9/16" VERIFY 4 9/16" VERIFY CA1 0816 31 1/2"63"32 1/4"63 3/4" LOEWEN CASEMENTCA1 0816 31 1/2"63"32 1/4"63 3/4" LOEWEN DOUBLE HUNG CLAD/WOODDH1 2816 REPLACES EX'G - VERIFY EX'G MASONRY OPENING REPLACES EX'G - VERIFY EX'G MASONRY OPENING33 13/16"40 1/4" 4 9/16" VERIFY 4 9/16" VERIFY DH1 2828 LOEWEN DOUBLE HUNG CLAD/WOOD 4 9/16" VERIFY REPLACES EX'G - VERIFY EX'G R.O. GANGED UNITS W/ SINGLE 2X4 STUD POCKET (3")33 13/16"64 1/4" 31 1/2"32 1/4"CUSTOM MUNTIN PATTERN TO SIMULATE 6 (3W2H)/1 DOUBLEHUNG55 7/8"55 1/8"CA1 O814 LOEWEN CASEMENT 31 1/2"32 1/4"55 7/8"55 1/8"CA1 O814 LOEWEN CASEMENT 31 1/2"32 1/4"55 7/8"55 1/8"CA1 O814 LOEWEN CASEMENT 31 1/2"32 1/4"55 7/8"55 1/8"CA1 O814 LOEWEN CASEMENT EGRESS. CUSTOM MUNTIN PATTERN TO SIMULATE 6 (3W2H)/1 DOUBLEHUNG CUSTOM MUNTIN PATTERN TO SIMULATE 6 (3W2H)/1 DOUBLEHUNG CUSTOM MUNTIN PATTERN TO SIMULATE 6 (3W2H)/1 DOUBLEHUNG 4 9/16" VERIFYDH1 2626 LOEWEN DOUBLE HUNG CLAD/WOOD 31 13/16"32 9/16"REPLACES EX'G - VERIFY EX'G R.O.60 1/4"61" MUNTINS 6(3W2H)/1 6(3W2H)/1 6(3W2H)/1 6(3W2H)/1 6(3W2H)/1 6(3W2H)/1 30 9/16"49" 30 9/16"49" VERIFY VERIFY34 9/16"41" 6(3W2H)/170 5/8"64 1/4"71 3/8"65" LOEWEN DOUBLE HUNG CLAD/WOOD 31 13/16"32 9/16"64 1/4"65"6(3W2H)/1 REPLACES EX'G - VERIFY EX'G R.O.4 9/16" VERIFYDH1 2628 LOEWEN DOUBLE HUNG CLAD/WOOD 31 13/16"32 9/16"64 1/4"65"6(3W2H)/1 REPLACES EX'G - VERIFY EX'G R.O.4 9/16" VERIFYDH1 2628 CUSTOM CUSTOM 6(3W2H)/1 6(3W2H)/1 6(3W2H)/1 MUNTINS 6(3W2H)/1 6(3W2H)/1 NONE NONE NONE NONE NONE NONE NONE NONE NONE 2W2H DH1 2424 LOEWEN DOUBLE HUNG CLAD/WOOD 56 1/4"57"29 13/16"30 9/16"REPLACES EX'G - VERIFY EX'G R.O.4 9/16" VERIFY 4 9/16" VERIFY 6(3W2H)/1 6(3W2H)/1DH1 2424 LOEWEN DOUBLE HUNG CLAD/WOOD 56 1/4"57"29 13/16"30 9/16"REPLACES EX'G - VERIFY EX'G R.O. 6(3W2H)/1 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM NEW CUSTOM ATTIC WINDOW TO MATCH EXISTING NEW CUSTOM ATTIC WINDOW TO MATCH EXISTING CLAD/WOOD CUSTOM 3W CLAD/WOOD CUSTOM CLAD/WOOD 3W 3W 80" (DOOR) G1 1 GARAGE EXISTING DOOR. VERIFY CONDITION AND DETERMINE REPAIR OR REPLACEMENT. NEW AIR SEALING/GASKETING IS REQUIRED.11.22.19SLIDING GARAGE DOOR Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . BU I L D I N G S E C T I O N S Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E A 4.0 SCALE 1/4" = 1'-0" BUILDING CROSS SECTION AT EXISTING HOUSE A4.0 1 NOTE: SHADED AREAS INDICATE EXISTING SPACE/STRUCTURE 8' - 0 " 9' - 0 " 6' - 8 1 / 2 " 934'-5" T.O. EXISTING BASEMENT AND GARAGE LEVEL 933'-6" ORONO RFPE MIN. TOP OF FLOOR SURFACE 942'-1" T.O. EX'G MAIN FINISHED FLOOR 952'-0 3/4" T.O. EX'G UPPER FINISHED FLOOR 7' - 5 1 / 2 " 9' - 9 3 / 4 " NEW (2) 16" LVL RIDGE BEAM - REFER TO STRUCTURAL DRAWINGS NEW GABLE ROOF IN SECTION AND BEYOND NEW BLOW-IN CEILING INSULATION NEW WALLS TO REPLACE EX'G HALLWAY WALLS SPRAY FOAM EX'G 2X4 WALLS 7' - 6 " VE R I F Y F O R F L A T C E I L I N G NEW, LARGER GABLE IN PLACE OF EX'G GABLE SPRAY FOAM INSUL. EX'G SLOPED ROOF AREAS (BLOW-IN ALL CAVITY SPACES) NEW WINDOW IN EX'G DINING ROOM EXISTING HOUSE - STRUCTURE TO REMAIN EXISTING FOUNDATION TO REMAIN NEW WINDOWS ON WEST FACADE INSULATE RIM, FOUNDATION WALL WHERE POSSIBLE 932'-6" MSL - MCWD LOW OPENING MIN. 941'-3 1/2" T.O. EX'G FOUNDATION EXISTING STUB WALL - VERIFY CONDITION 12.00 12 NOTE: FIREBLOCK ALL ACCESSIBLE AREAS AS REQUIRED BY CODE BATHROOM DINING ROOM LIVING ROOM BASEMENT BASEMENT! 1/2 BATH NEW 2X8 @ 16" O.C. "OVER FRAMING" NEW 2X6 WALLS & HEADER EX'G ROOF FRAMING NEW SISTERED RAFTERS TO RIDGE BEAM W/ SIMPSON U26-2X SLD45 HANGERS A5.X X 16d NAILS @ 8" O.C. TO RIM. (2) NAILS TO EA. JOIST. TYP WHERE NEW SILL PLATE MEETS EXISTING EXISTING 2X6 @ 16" O.C. REINFORCED W/ 1 3/4" X 5 1/2" LVL (SISTERED). ATTACH W/ (1) 3 5/8" SDS SCREW @ 12" O.C. STAGGERED TOP & BOTTOM Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . BU I L D I N G S E C T I O N S Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E A 4.1 SCALE 1/4" = 1'-0" BUILDING CROSS SECTION AT EXISTING HOUSE A4.1 1 SCALE 1/4" = 1'-0" BUILDING CROSS SECTION AT REBUILT KITCHEN LINK A4.1 2 SCALE 3/4" = 1'-0" WALL DETAIL AT NEW UPPER FLOOR AND ROOF A4.1 3 T.O. EX'G MAIN FINISHED FLOOR T.O. EX'G UPPER FINISHED FLOOR 7' - 5 1 / 2 " 9' - 9 3 / 4 " CLOSED CELL SPRAY FOAM INSULATION IN ALL EXISTING AND NEW SLOPED ROOF AREAS (BLOW-IN ALL CAVITY SPACES) EXISTING HOUSE - FLOOR AND WALL STRUCTURE TO REMAIN EXISTING FOUNDATION TO REMAIN NEW WINDOWS ON WEST FACADE INSULATE RIM, FOUNDATION WALL WHERE POSSIBLESPRAY FOAM EX'G 2X4 WALLS WHERE ACCESSIBLE NEW BLOW-IN CEILING INSULATION INSULATE GARAGE CEILING AND DRYWALL W/ 5/8" TYPE X GYP BOARD (INCL. STUD WALLS) NEW BUILT-IN NOTE: SHADED AREAS INDICATE EXISTING SPACE/STRUCTURE 934'-5" T.O. EXISTING BASEMENT AND GARAGE LEVEL 933'-6" ORONO RFPE MIN. TOP OF FLOOR SURFACE 932'-6" MSL - MCWD LOW OPENING MIN. 942'-1" 952'-0 3/4" EX I S T I N G F I N I S H E D C E I L I N G HE I G H T I N F O R M E R O F F I C E EXISTING SLIDING DOOR REPLACED WITH INSULATED, CUSTOM WOOD CLAD OVERHEAD DOOR - VERIFY IF ADEQUATE CLEARANCE EXISTS PR O P O S E D NE W F I N I S H E D EX I S T I N G F I N I S H E D C E I L I N G HE I G H T I N F O R M E R O F F I C E EX'G FINISHED CEILING TO REMAIN (IF POSSIBLE) EX'G HIPPED ROOF TO BE REMOVED FOR NEW UPPER FLOOR GABLE AND FLOOR STRUCTURE CONSTRUCTION AND REPLACED W/ 2X6 @ 16" O.C. SHED ROOF TO MATCH EX'G SLOPE NEW EXTENSION OF EXISTING GABLE - NEW 2X10 RAFTERS @ 16" O.C. W/ CLOSED CELL SPRAY FOAM AND AIR BAFFLE CONTINUOUS RIPPED LVL HEADER OR STUB WALL ON TOP OF EX'G WALL A4.1 3 NEW STUB BEARING WALL W/ 16d NAILS @ 8" O.C. TO RIM & TO SOLID BLOCKING 12.00 12 RE-CREATE VAULTED CEILING AT NORTH/SOUTH SIDES OF ROOM A5.X X 14" LVLS CARRY DORMER NEW BATHROOM DORMER ROOF AND OVERHANG TO MATCH DETAILS OF EX'G ADJACENT PORCH DORMER NEW GABLE PITCH AND OVERHANG TO MATCH KITCHEN PORCH - VERIFY HEEL HEIGHT/ROOF POSITION RELATIVE TO ADJACENT ROOF FOR TRUSS DESIGN (OR HAND FRAME W/ 2X10 @ 24" O.C.) - RAISE 3" +/- TO CLEAR ADJACENT KITCHEN OVERHANG - DO NOT EXCEDE KITCHEN GABLE PEAK (ALTER PITCH IF NECESSARY) NEW INSULATED STUD WALLS W/ INSUL. DOORS ON NEW CONCRETE FOUNDATION NEW CONCRETE SLAB A5.X XNEW IPE DECKING ON NEW P.T. FRAMING NEW INSULATED STUD WALLS - MATCH EX'G ADJACENT KITCHEN WALL THICKNESS WALL INSET TO CLEAR EX'G BATH WINDOW - SEE PLAN NOTENEW 2X6 FLOOR FRAMING TO MATCH ADJACENT KITCHEN - INSULATE KITCHEN NEW PASSAGE 8' - 0 " 8' - 5 1 / 2 " 6' - 8 1 / 2 " GARAGE SITTING ROOM BEDROOM 2 DEN 7' - 8 " 7' - 8 " NEW (2) 16" LVL RIDGE BEAM - REFER TO STRUCTURAL DRAWINGS (2) 11 7/8" LVL BEAM CONTINUOUS LSL RIM & 14" FLOOR TRUSSES. REFER TO STRUCTURAL NOTES FOR ADD'L INFO AND SHEATHING ADD SOLID BLOCKING AT FIRST (2) JOIST SPACES TYPICAL WHERE FRAMING IS PARALLEL TO OUTSIDE WALL @ 32" O.C., TYP. NEW RAFTERS TO RIDGE BEAM W/ SIMPSON LRU28Z FACE MOUNT RAFTER HANGERS NEW HEADER NEW SIMPSON H2.5A CLIPS @ RAFTERS NEW HEADER - SEE STRUCTURAL NEW 14" OPEN WEB FLOOR JOISTS @ 19.2" O.C. - ADD SOLID BLOCKING AT FIRST (2) JOIST SPACES TYPICAL WHERE FRAMING IS PARALLEL TO OUTSIDE WALL @ 32" O.C., TYP. CONTINUOUS LSL RIM NEW UPPER FLOOR REQUIRES EX'G WALL TO BE RAISED WITH CONTINUOUS RIPPED LVL HEADER OR STUB WALL ON TOP OF EX'G WALL (EXISTING WALL PLATES SHOWN DASHED -- VERIFY) NEW ROOF PROFILE AND OVERHANG TO MATCH EXISTING BEYOND NEW ROOF SYSTEM: ASPHALT SHINGLES TO MATCH EX'G, ICE+WATER SHEILD TO MIN. 3' FROM INSIDE SURFACE OF WALL (30# FELT ABOVE), 5/8" ROOF SHEATHING, 2X10 RAFTERS @ 16" O.C., CLOSED CELL SPRAY FOAM INSULATION FOR MIN. R-38 AT SLOPED CEILING, 6 MIL POLY VAPOR BARRIER (IF REQUIRED) AND 1/2" GYPSUM BRD. NEW OVERHANG TO MATCH EX'G (UNVENTED) BEAD BOARD SOFFIT TO MATCH EX'G (EX'G WOULD NOT HAVE HAD ROOF SHEATHING ABOVE) NEW SHINGLE FLARE DETAIL AND TRIM TO MATCH EX'G BEYOND NEW KNEE WALL WITH PAINTED CEDAR SHINGLES ON CEDAR BREATHER (OR ALT.) ON WEATHER RESISTIVE BARRIER ON WALL SHEATHING (THICKNESS OR FURRED TO MATCH EX'G WALL BEYOND), 2X6 STUDS @ 16" O.C., R-21 INSULATION MIN., 6 MIL POLY VAPOR BARRIER AND 1/2" GYPSUM BOARD NEW CONCRETE FOUNDATION (DE-WATER EXCAVATION AS NECESSARY FOR MIN. 42" DEPTH) ALTERNATIVE TO BE GRADE BEAM W/ HELICAL PIERS. NEW CONC. SLAB AS NECESSARY FOR EXCAVATION OF NEW FOUNDATION NEW STUB BEARING WALL W/ 16d NAILS @ 8" O.C. TO RIM & TO SOLID BLOCKING NEW GIRDER TRUSS 2 4 2 6 2 4 2 6 2 6 SCALE 1/4" = 1'-0" BUILDING CROSS SECTION AT MASTER BEDROOM A4.2 1 SCALE 1/4" = 1'-0" BUILDING CROSS SECTION AT MASTER BEDROOM A4.2 2 Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . BU I L D I N G S E C T I O N S Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E A 4.2 T.O. EX'G MAIN FINISHED FLOOR T.O. UPPER FINISHED FLOOR (ALIGNS W/ EXISTING) EX'G CONC. SLAB FLOOR INSULATE AND DRYWALL EX'G FLOOR SPRAY FOAM EX'G 2X4 WALLS WHERE ACCESSIBLE EX'G WINDOW TO BE REPLACED (IN SAME FRAMED OPENING) EX'G STONE FOUNDATION NEW CONCRETE FOUNDATION (DE-WATER EXCAVATION AS NECESSARY FOR MIN. 42" DEPTH) ALTERNATIVE TO BE GRADE BEAM W/ HELICAL PIERS. MASTER! BEDROOM 1 6' - 8 1 / 2 " NEW CONC. SLAB AS NECESSARY FOR EXCAVATION OF NEW FOUNDATION 934'-5" T.O. EXISTING BASEMENT AND GARAGE LEVEL 933'-6" ORONO RFPE MIN. TOP OF FLOOR SURFACE 932'-6" MSL - MCWD LOW OPENING MIN. 942'-1" 952'-0 3/4" NOTE: SHADED AREAS INDICATE EXISTING SPACE/STRUCTURE A5.0 1 NEW CANTILEVERED FLOOR FRAMING AND BEAM NEW INSET STUD WALL WITH STONE VENEER FLUSH W/ EX'G FOUNDATION WALL AT SOUTH EX'G EXTERIOR SLAB 5.00 12 NEW SOFFIT/EAVE TO NOT CONFLICT WITH W/ EX'G TRIM BAND ON MAIN HOUSE VOLUME - VERIFY T.O. EX'G MAIN FINISHED FLOOR EX'G CONC. SLAB FLOOR SPRAY FOAM EX'G 2X4 WALLS WHERE ACCESSIBLE EX'G WINDOW TO BE REPLACED (IN SAME FRAMED OPENING) NEW CONCRETE FOUNDATION (DE-WATER EXCAVATION AS NECESSARY FOR MIN. 42" DEPTH) ALTERNATIVE TO BE GRADE BEAM W/ HELICAL PIERS. MASTER! BEDROOM 1 6' - 8 1 / 2 " NEW CONC. SLAB AS NECESSARY FOR EXCAVATION OF NEW FOUNDATION 934'-5" T.O. EXISTING BASEMENT AND GARAGE LEVEL 933'-6" ORONO RFPE MIN. TOP OF FLOOR SURFACE 932'-6" MSL - MCWD LOW OPENING MIN. 942'-1" NOTE: SHADED AREAS INDICATE EXISTING SPACE/STRUCTURE NEW CANTILEVERED FLOOR FRAMING AND BEAM 5.00 12 NEW DOOR AND WALL INSULATE AND DRYWALL EX'G FLOOR EX'G STONE FOUNDATION NEW GAS FIREPLACE IN NEW FIELDSTONE VENEER CHIMNEY REMOVE EX'G MASONRY FIREPLACE, CHIMNEY AND FOUNDATION - PROVIDE NEW FOUNDATION ON STABILIZED SOIL ADD ONE OR TWO BLOCKED PLATES TO TOP OF EX'G WALL TO ALLOW FOR CLEARANCE OF NEW ROOF STRUCTURE NOTE: EXISTING MASTER SUITE CEILING TO REMAIN. CONTRACTOR TO SEQUENTIALLY DEMO ROOFING, RIDGE, SHEATHING & INSULATION IN ONE OR TWO RAFTER BAYS AT A TIME AND INSTALL NEW TRUSSES ALONG SIDE EX'G RAFTERS. FASTEN EX'G RAFTERS TO NEW TRUSS AND TRIM WHERE PEAK EXCEEDS TOP OF NEW FLAT TRUSS ADD ONE OR TWO BLOCKED PLATES TO TOP OF EX'G WALL TO ALLOW FOR CLEARANCE OF NEW ROOF STRUCTURE EX'G FLAT CEILING TO REMAIN (REINFORCE AS NECESSARY) DEMO EXISTING RIDGE AND ENDS OF EXISTING RAFTERS HAND FRAME NEW BEAMS AT ROOF TRANSITION WITH SLOPED AND FLAT RAFTERS DEMO ANY RIDGE AMD RAFTERS THAT PROJECT BEYOND NEW FLAT ROOF AND ATTACH EX'G RAFTERS TO NEW RAFTERS HAND FRAMED RAFTERS TO SUPPORT REBUILT BAY ROOF ATTACHED TO NEW FLAT ROOF RAFTERS HAND FRAME NEW BAY HIP ROOF OVER REINFORCED EX'G ROOF T.O. EXISTING WALL (VERIFY) 949'-9 1/2" FIELD VERIFY NEW TOP OF FLAT ROOF TO ENSURE PROPER CLEARANCE FROM NEW WINDOW SILLS A5.X X MASTER BATH 1 MASTER BATH 1 FIELD VERIFY METHOD OF ATTACHMENT FOR EX'G RAFTERS TO NEW STRUCTURE CUT EX'G RAFTER AND HANG FROM NEW BEAM W/ SIMPSON LRU212Z FACE MOUNT HANGER NEW 2X8 BAY ROOF SUPPORT RAFTERS W/ SIMPSON LRU212Z FACE MOUNT RAFTER HANGER TO NEW BEAM Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . BU I L D I N G S E C T I O N S Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E A 4.3 SCALE 1/4" = 1'-0" BUILDING CROSS SECTION AT EX'G OFFICE W/ NEW ROOF A4.3 SCALE 1/4" = 1'-0" BUILDING CROSS SECTION AT OFFICE ADDITION A4.3 2 SCALE 1/4" = 1'-0" BUILDING LONGITUDINAL SECTION A4.3 3 1 934'-5" T.O. EXISTING CONC. SLAB 933'-1" CITY OF ORONO RFPE 942'-1" T.O. EX'G MAIN FINISHED FLOOR NEW CONCRETE FOUNDATION (DE-WATER EXCAVATION AS NECESSARY FOR MIN. 42" DEPTH) EX'G CONC. SLAB FLOOR EX'G CONC. SLAB AND WALL ENCAPSULATING EXPOSED BEDROCK NEW CONCRETE FOUNDATION OPTION TO RE-FRAME FLOOR OF EX'G OFFICE W/ NEW 2X8'S @ 16" O.C. REMOVE EX'G ROOF AT FORMER OFFICE AND FRAME W/ NEW TRUSSES SPRAY FOAM EX'G 2X4 WALLS WHERE ACCESSIBLE NEW WALL PLATE(S) AND ROOF STRUCTURE 934'-5" T.O. EXISTING CONC. SLAB 933'-1" CITY OF ORONO RFPE 942'-1" T.O. EX'G MAIN FINISHED FLOOR NEW CONCRETE FOUNDATION (DE-WATER EXCAVATION AS NECESSARY FOR MIN. 42" DEPTH) STEP FOUNDATION AND ELEVATE SLAB IF REQ'D FOR BEDROCK MA T C H C E I L I N G E S T A B L I S H E D IN F O R M E R O F F I C E (N E W C L O S E T ) NEW CONCRETE OR CMU WALL WITH EXTERIOR STONE VENEER AND INTERIOR ENERGY WALL NEW CONCRETE FOUNDATION A5.0 2 A5.X X NOTE: EAST AND WEST WALLS OF ADDITION ARE INSET 6" FROM EAST/WEST WALLS OF EXISTING HOUSE 934'-5" T.O. EXISTING CONC. SLAB 933'-1" CITY OF ORONO RFPE 942'-1" T.O. EX'G MAIN FINISHED FLOOR EX I S T I N G F I N I S H E D C E I L I N G HE I G H T I N F O R M E R O F F I C E EX'G CONC. SLAB AND WALL ENCAPSULATING EXPOSED BEDROCK EX'G CMU WALL FLAT CEILING IN AREAS NORTH OF MASTER BEDROOM FLAT CEILING IN AREAS NORTH OF MASTER BEDROOM HAND FRAME PORCH ROOF TO ACCOMMODATE ROLLING SHUTTERS IN PORCH SOFFIT PREMANUFACTURED ROOF TRUSSES 5.00 12 5.00 12 T.O. WALL 953'-4" T.O. TRUSS 949'-10" 3' - 6 " VE R I F Y T.O. WALL 953'-4" T.O. TRUSS 949'-10" VE R I F Y 3' - 6 " MASTER CLOSET HALL W.C. OFFICE NOTCH TRUSS TAIL OR HAND FRAME OVERHANG TO ACCOMMODATE ROLLING SHUTTERS IN SOFFIT NOTCH TRUSS TAIL OR HAND FRAME OVERHANG TO ACCOMMODATE ROLLING SHUTTERS IN SOFFIT HIP TRUSSES BY MANUFACTURER NEW 2X4 BEARING WALL AND FOOTING TO REPLACE EX'G WALL EXISTING MASTER SUITE CEILING TO REMAIN. CONTRACTOR TO SEQUENTIALLY DEMO ROOFING, RIDGE, SHEATHING & INSULATION IN ONE OR TWO RAFTER BAYS AT A TIME AND INSTALL NEW TRUSSES ALONG SIDE EX'G RAFTERS. FASTEN EX'G RAFTERS TO NEW TRUSS AND TRIM WHERE PEAK EXCEEDS TOP OF NEW FLAT TRUSS REINFORCE EXISTING 2X4 BEARING WALLS TO SUPPORT NEW UPPER FLOOR EXTENSION ORIGINAL VAULTED CEILING TO BE RE-CREATED AFTER NEW FLOOR ABOVE IS INSTALLED EXISTING HOUSE NEW UPPER FLOOR EX'G FLOOR - INSULATE AND DRYWALL GARAGE SIDE EX'G SLAB AND FOUNDATION - PATCH OR REPLACE SLAB AS NECESSARY FOR NEW FOOTING NEW ROOF TO REPLACE EXISTING - TRUSSES (FLAT TOP) BY MANUFACTURER OFFICE MASTER! BEDROOM 1 BEDR00M 2 SITTING ROOM CLOS. EX'G FLOOR - INSULATE AND DRYWALL BASEMENT SIDE O.25 O.25 12 12 O.25 O.25 12 12 7' - 1 0 " 7' - 1 0 " SCALE 1/4" = 1'-0" SECTION DETAIL AT NEW BASEMENT WALL A5.0 1 Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . SE C T I O N D E T A I L S Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E A 5.0 SCALE 1/4" = 1'-0" SECTION DETAIL AT NEW ADDITION A5.0 2 ADHESIVE WATERPROOFING MEMBRANE TO WRAP FROM SHEATHING (BENEATH WEATHER BARRIER) DOWN OUTSIDE OF FOUNDATION WALL CUT STONE WINDOW SILL W/ FLASHING BELOW EXISTING FINISHED FLOORING AND 3/4" SUBFLOOR NEW STUD WALL W/ FIELDSTONE VENEER TO MATCH EX'G HOUSE DETAIL WHERE STONE IS IN LINE W/ SIDING RE-FRAME EX'G 2X8 FLOOR WITH CANTILEVER TO SUPPORT EX'G MAIN FLOOR WALL PREFINISHED METAL FLASHING AND DRIP (POSITION AND PITCH OF SHED ROOF TO BE VERIFIED W/ ARCH.) ALIGN CUT EX'G CONCRETE SLAB FOR NEW FOUNDATION EXCAVATION - DOWEL AND POUR NEW SLAB ON 2" RIGID INSULATION NEW 12" CONCRETE OR CMU FOUNDATION WALL ON 1'-8" X 10" CONCRETE FOOTING - SEE STRUCTURAL 2" RIGID INSULATION 2X6 P.T. SILL PLATE W/ SILL SEALER CANTILEVERED ON 4" CMU ALIGNED W/ EXTERIOR OF WALLMORTAR FILL BELOW GRADE WITH CLOTH WEEPS @ 16" O.C., TYP. WATER TABLE TO DETERMINE FOOTING DEPTH - IF LESS THAN 42", PROVIDE 2" RIGID INSULATION PROJECTED FROM FOUNDATION WALL MIN 48" ANCHOR BOLT THROUGH CMU STEM WALL EMBEDDED IN FOUNDATION WALL 5X5X3/8 STEEL ANGLE LEDGER AT OPENINGS IN STONE VENEER CEDAR SHINGLE ROOF W/ AZEK TRIM AND PAINTED WOOD BEAD BOARD SOFFIT FASTEN NEW 2X4 SHED ROOF RAFTERS TO EX'G WALL STUDS W/ (4) 1/4" SDS SCREWS AND PROVIDE NEW 2X4 LEDGER NEW SIDING ON EXISTING WALL ADD MIN. ONE NEW LEVEL WALL PLATE ON EXISTING FOR NEW ROOF OVER-FRAMING CLEARANCE AND ADDITIONAL INSULATION DEPTH (EXISTING WALL PLATES SHOWN DASHED) NEW WINDOW AND HEADER IN EX'G WALL NEW 2X6 HEADERS AT 2X8 FLOOR FRAMING TO ESTABLISH NEW WINDOW AND DOOR HEAD HEIGHT NEW FASCIA, VENTILATED SOFFIT AND FRIEZE TRIM TO MATCH EXISTING HOUSE VERIFY NEW GUTTER STYLE, SIZE NEW 5/12 ASPHALT ROOF ON FULL ICE+WATER SHIELD ON 5/8" ROOF SHEATHING WITH NEW 2X8 RAFTERS @ 16" O.C. INSULATION BAFFLE EXISTING CEILING SURFACES TO BE PRESERVED - BUILD NEW ROOF SYSTEM OVER EXISTING (EXISTING 2X4 RAFTERS SHOWN DASHED - VERIFY) NEW R-49 INSULATION W/ CLOSED CELL SPRAY FOAM ON EXISTING CEILING SURFACES 2X4 SHED ROOF RAFTERS @ 16" O.C. EXISTING STUD WALL - INSULATE WITH CLOSED CELL SPRAY FOAM AS ACCESS PERMITS 942'-1" T.O. EX'G MAIN FINISHED FLOOR 934'-5" T.O. EXISTING BASEMENT AND GARAGE LEVEL 934'-5" T.O. EXISTING BASEMENT AND GARAGE LEVEL 949'-10" (7'-9" ABOVE FINISHED FLOOR) T.O. EX'G WALL (ESTIMATED) 949'-11 /12" (7'-10 1/2" ABOVE FINISHED FLOOR) T.O. NEW WALL (SAME LEVEL AS EX'G WALL WITH NEW ADDED PLATE) T.O. EX'G MAIN FINISHED FLOOR DASH INDICATES SURFACE OF EXISTING WALL (AND WALL IN ADJACENT SECTION) BEYOND WINDOW TRIM AND FRIEZE BOARD ABOVE TO BE FLUSH FOR UNIFORM SHUTTER TRACK MOUNTING SURFACE DETAIL RAFTER TAILS TO INCORPORATE ROLLING SHUTTERS - FULL TAILS AT EACH END OF SHUTTER WITH HEADERS (SHOWN) BETWEEN NOTCHED TAILS NOTE: NEW SOFFIT/OVERHANG AT MASTER SUITE SHOWN TO ALIGN W/ TOP OF EX'G WALL. FIELD VERIFY. 942'-1" STONE VENEER CONTINUOUS W/ STONE AT WOOD STUD WALL BEYOND NEW 14" CONCRETE OR CMU FOUNDATION WALL ON 1'-8" X 10" CONCRETE FOOTING - SEE STRUCTURAL WATER TABLE TO DETERMINE FOOTING DEPTH - IF LESS THAN 42", PROVIDE 2" RIGID INSULATION PROJECTED FROM FOUNDATION WALL MIN 48" 2X4 ENERGY WALL OFFSET FROM CMU W/ BATT INSULATION, VAPOR BARRIER & 1/2" GYPSUM BOARD P.T. SILL NEW FLOOR SYSTEM ALIGNED W/ EXISTING 3/4" FINISHED FLOOR ON 3/4" SUBFLOOR ON 2X8 JOISTS @ 16" O.C. INSULATE MAIN LEVEL FLOOR IN MASTER SUITE 1/2" GYPSUM BOARD CEILING NEW 5/12 ASPHALT ROOF ON FULL ICE+WATER SHIELD ON 5/8" ROOF SHEATHING WITH NEW PREMANUFACTURED ROOF TRUSSES @ 24" O.C., R-49 BLOW-IN INSULATION, 6 MIL POLY VAPOR BARRIER AND 1/2" GYPSUM BOARD CEILING NEW ADDITION MAIN FLOOR WALL SYSTEM: FIELDSTONE VENEER W/ 1" AIR SPACE WEATHER RESISTIVE BARRIER, 1/2" SHEATHING, 2X6 WOOD STUDS @ 16" O.C., R-21 BATT INSULATION, 6 MIL POLY VAPOR BARRIER AND 1/2" GYPSUM BOARD NEW ADDITION BASEMENT WALL SYSTEM: STONE VENEER, 1" AIR SPACE, ADHESIVE WATERPROOFING MEMBRANE ON 8" CMU WALL W/ #5 VERTS/DOWELS @ 32" O.C. METAL WALL TIES @ 16" O.C. HORIZ/VERT. 2 4 2 6 2 6 2 6 2 6 2 8 2 8 2 8 2 8 2 4 2 6 2 6 2 8 2 4 2 6 2 8 2 8 2 8 2 6 2 6 2 4 2 4 2 6 2 6 2 12 2 8 2 6 2 6 1' - 0 " 2090 Shoreline Drive Orono, MN 55391 Summary of Revised Submittal to Variance Resolution 7030 April 8, 2020 Permit Application: #RPS20-000027 Property Address: 2090 Shoreline Drive, Orono, MN 55391 Re: Revised submittal regarding changes to approved variance drawings Summary of Reductions and Adjustments to the Drawings: The property owner seeks revisions to the approved variance resolution so that reductions and modifications made to the summer residence match the building permit drawings submitted to City of Orono for review and dated 2/7/2020. A variance (#7030) from the Average Lakeshore Setback was granted unanimously by the City Council on October 14, 2019 to allow construction of home additions and modifications lakeward of the average lakeshore setback. Schematic drawings of the proposed changes and additions to the existing summer residence were submitted to the City of Orono with the variance application on Aug. 21, 2019. Subsequently, during the design development phase of the project, the property owner determined that a reduced upper level addition was preferred. In addition, the homeowner sought to preserve an original bay and fireplace niche, located on the main level of the house, at the northwest end. The homeowner also wanted to modify the size of a proposed bay window on the south side of the house at the kitchen. The proposed changes to the approved variance drawings are de picted and described in a series of diagrams dated 3/23/2020 at the request of the senior plan reviewer. (See attached.) The dashed red lines on the plans and elevations show the reductions and adjustments to the drawings as follows: • Adjustment #1: Eliminate the proposed main level addition at the northwest (lake) side of the house and rebuild the existing chimney and fireplace, located at an existing bay. • Adjustment #2: Increase the extension of a proposed new bay window at the kitchen from 1’-6” to 3’-1” to allow the kitchen table to be located out of the circulation path. The foundation and footprint of the house remains the same. • Adjustment #3: Eliminate approximately 378 square feet (18 ft x 21 ft) of a proposed upper level addition, and the attached deck, located above the existing main level of the house at the north end. Relocate an approved bay dormer from the eliminated space to a new location over the original main level at the west side of the house. The size of the revised upper level and roof is substantially smaller than the approved variance drawings and fits within the footprint of the original house. Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . 3/ 2 3 / 2 0 plan north Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 55 3 9 1 actu a l nort h F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E LO W E R L E V E L R E N O V A T I O N P L A N SCALE 1/4" = 1'-0" LOWER LEVEL RENOVATION PLAN A2.0 1 WALL KEY EX'G CONSTRUCTION NEW CONSTRUCTION PATCH AND REPAIR NEW MASONRY WALL A 2.0 MARTHA HEAD RESIDENCE RENOVATION - PROPOSED ADJUSTMENTS TO APPROVED VARIANCE (DASHED RED LINES INDICATE PROFILE OF APPROVED DESIGN THAT IS BEING REQUESTED TO CHANGE) ADJUSTMENT #1 - ELIMINATE ADDITION AT NORTHWEST (LAKE) SIDE OF HOUSE NEW PROPOSED DESIGN SEEKS TO ELIMINATE THE MASTER BEDROOM ADDITION AND ONLY REBUILD THE EXISTING CHIMNEY (FOUNDATION HAS FAILED) EXISTING CHIMNEY TO BE REBUILT (FOR GAS FPL.) plan north actu a l nort h Sheet Date By Project Laurel Ulland Architecture 1718 Logan Avenue South Minneapolis, 55403 612 874 1086 p www.laurelulland.com Issue Martha Head Residence 2090 Shoreline Drive, Orono, MN 55391 FORMATTED FOR 18X24 SHEET SIZE MAIN LEVEL RENOVATION PLAN A 2.1 SCALE 1/4" = 1'-0" MAIN LEVEL RENOVATION PLAN A2.1 1 WALL KEY EX'G CONSTRUCTION NEW CONSTRUCTION PATCH AND REPAIR NEW MASONRY WALL ADJUSTMENT #1 - ELIMINATE ADDITION AT NORTHWEST (LAKE) SIDE OF HOUSE SHOWING MAIN FLOOR FOOTPRINT OF APPROVED MASTER BEDROOM ADDITION ADJUSTMENT #2 - EXTEND BAY CANTILEVER AT KITCHEN NEW PROPOSED DESIGN SEEKS TO EXTEND THE THE EXISTING BAY TO ALLOW FOR ADDITIONAL FLOOR SPACE (BAY CANTILEVERS, NO FOUNDATION CHANGE) EXISTING CHIMNEY TO BE REBUILT (FOR GAS FPL.) MARTHA HEAD RESIDENCE RENOVATION - PROPOSED ADJUSTMENTS TO APPROVED VARIANCE (DASHED RED LINES INDICATE PROFILE OF APPROVED DESIGN THAT IS BEING REQUESTED TO CHANGE) Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . 3/ 2 3 / 2 0 plan north actu a l nort h Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E UP P E R L E V E L R E N O V A T I O N P L A N A 2.2 SCALE 1/4" = 1'-0" UPPER LEVEL RENOVATION PLAN A2.2 1 WALL KEY EX'G CONSTRUCTION NEW CONSTRUCTION PATCH AND REPAIR NEW MASONRY WALL ADJUSTMENT #3 - ELIMINATE A PORTION OF UPPER FLOOR ADDITION AND MOVE DORMER TO LOCATION SHOWN NEW PROPOSED DESIGN SEEKS TO ELIMINATE APPROX. 18' OF THE APPROVED UPPER FLOOR ADDITION AND MOVE PLANNED DORMER TO THE MAIN HOUSE ROOF AND ELIMINATES THE ROOF DECK ELIMINTE APPROVED DORMER PROPOSED EXTENDED BAY ROOF (EXISTING BAY DASHED RED) MARTHA HEAD RESIDENCE RENOVATION - PROPOSED ADJUSTMENTS TO APPROVED VARIANCE (DASHED RED LINES INDICATE PROFILE OF APPROVED DESIGN THAT IS BEING REQUESTED TO CHANGE) ELIMINATE APPROVED ADDITION ELIMINATE APPROVED ROOF DECK LOCATION OF PROPOSED NEW DORMER Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . 3/ 2 3 / 2 0 plan north actu a l nort h Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E RO O F P L A N A 2.3 SCALE 1/4" = 1'-0" ROOF PLAN A2.3 1 ADJUSTMENT #3 - ELIMINATE A PORTION OF UPPER FLOOR ADDITION AND MOVE DORMER TO LOCATION SHOWN SHOWING OUTLINES OF APPROVED UPPER FLOOR ROOF FORMS REQUESTED TO BE ELIMINATED AND ALTERED PROPOSED NEW DORMER ELIMINATE APPROVED SHED DORMER MARTHA HEAD RESIDENCE RENOVATION - PROPOSED ADJUSTMENTS TO APPROVED VARIANCE (DASHED RED LINES INDICATE PROFILE OF APPROVED DESIGN THAT IS BEING REQUESTED TO CHANGE) ELIMINATE APPROVED GABLE ROOF ELIMINTE APPROVED DORMER ELIMINATE APPROVED ROOF DECK PROPOSED EXTENDED BAY ROOF (EXISTING BAY DASHED RED) Sheet Date By Project Laurel Ulland Architecture 1718 Logan Avenue South Minneapolis, 55403 612 874 1086 p www.laurelulland.com I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Issue Registration # This drawing is provided as an Instrument of Service by Laurel Ulland Architecture and is intended for use on this project only. LUA are the authors and owners of these instruments and retains all common law statutory and other reserved rights, including copyright. Any reproduction, use or disclosure of the designs, arrangements or information contained herein without the prior written consent of LUA Is strictly prohibited.PROPOSED WEST ELEVATION Martha Head Residence 2090 Shoreline Drive, Orono, MN 55391 FORMATTED FOR 18X24 SHEET SIZE SCALE 1/4" = 1'-0" PROPOSED WEST ELEVATION A3.0 1 A 3.0 ADJUSTMENT #3 - ELIMINATE A PORTION OF UPPER FLOOR ADDITION AND MOVE DORMER TO LOCATION SHOWN SHOWING OUTLINES OF APPROVED UPPER FLOOR ROOF FORMS REQUESTED TO BE ELIMINATED AND ALTERED PROPOSED NEW DORMER ELIMINATE APPROVED DORMER MARTHA HEAD RESIDENCE RENOVATION - PROPOSED ADJUSTMENTS TO APPROVED VARIANCE (DASHED RED LINES INDICATE PROFILE OF APPROVED DESIGN THAT IS BEING REQUESTED TO CHANGE) ELIMINATE APPROVED ROOF DECK ELIMINATE APPROVED ADDITION EXISTING CHIMNEY TO BE REBUILT (FOR GAS FPL.) SCALE 1/4" = 1'-0" PROPOSED SOUTH ELEVATION A3.1 1 Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . PR O P O S E D S O U T H E L E V A T I O N Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E A 3.1 ADJUSTMENT #2 - EXTEND BAY CANTILEVER AT KITCHEN NEW PROPOSED DESIGN SEEKS TO EXTEND THE THE EXISTING BAY TO ALLOW FOR ADDITIONAL FLOOR SPACE (BAY CANTILEVERS, NO FOUNDATION CHANGE) MARTHA HEAD RESIDENCE RENOVATION - PROPOSED ADJUSTMENTS TO APPROVED VARIANCE (DASHED RED LINES INDICATE PROFILE OF APPROVED DESIGN THAT IS BEING REQUESTED TO CHANGE) Sheet Date By Project Laurel Ulland Architecture 1718 Logan Avenue South Minneapolis, 55403 612 874 1086 p www.laurelulland.com I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Issue Registration # This drawing is provided as an Instrument of Service by Laurel Ulland Architecture and is intended for use on this project only. LUA are the authors and owners of these instruments and retains all common law statutory and other reserved rights, including copyright. Any reproduction, use or disclosure of the designs, arrangements or information contained herein without the prior written consent of LUA Is strictly prohibited.PROPOSED EAST ELEVATION Martha Head Residence 2090 Shoreline Drive, Orono, MN 55391 FORMATTED FOR 18X24 SHEET SIZE A 3.2 SCALE 1/4" = 1'-0" PROPOSED EAST ELEVATION A3.2 1 ELIMINATE APPROVED SHED DORMER ADJUSTMENT #2 - EXTEND BAY CANTILEVER AT KITCHEN NEW PROPOSED DESIGN SEEKS TO EXTEND THE THE EXISTING BAY TO ALLOW FOR ADDITIONAL FLOOR SPACE (BAY CANTILEVERS, NO FOUNDATION CHANGE) ADJUSTMENT #3 - ELIMINATE A PORTION OF UPPER FLOOR ADDITION AND MOVE DORMER TO LOCATION SHOWN NEW PROPOSED DESIGN SEEKS TO ELIMINATE APPROX. 18' OF THE APPROVED UPPER FLOOR ADDITION AND MOVE PLANNED DORMER TO THE MAIN HOUSE ROOF AND ELIMINATES THE ROOF DECK MARTHA HEAD RESIDENCE RENOVATION - PROPOSED ADJUSTMENTS TO APPROVED VARIANCE (DASHED RED LINES INDICATE PROFILE OF APPROVED DESIGN THAT IS BEING REQUESTED TO CHANGE) ELIMINATE APPROVED ADDITION ELIMINATE APPROVED ROOF DECK SCALE 1/4" = 1'-0" PROPOSED NORTH ELEVATION A3.3 1 Sh e e t Da t e By Pr o j e c t La u r e l U l l a n d A r c h i t e c t u r e 17 1 8 L o g a n A v e n u e S o u t h Mi n n e a p o l i s , 5 5 4 0 3 61 2 8 7 4 1 0 8 6 p ww w . l a u r e l u l l a n d . c o m I h e r e b y c e r t i f y t h a t t h i s p l a n , sp e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d by m e o r u n d e r m y d i r e c t s u p e r v i s i o n an d t h a t I a m a d u l y L i c e n s e d A r c h i t e c t un d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . Is s u e Re g i s t r a t i o n # Th i s d r a w i n g i s p r o v i d e d a s a n I n s t r u m e n t o f S e r v i c e b y L a u r e l Ul l a n d A r c h i t e c t u r e a n d i s i n t e n d e d f o r u s e o n t h i s p r o j e c t o n l y . LU A a r e t h e a u t h o r s a n d o w n e r s o f t h e s e i n s t r u m e n t s a n d re t a i n s a l l c o m m o n l a w s t a t u t o r y a n d o t h e r r e s e r v e d r i g h t s , in c l u d i n g c o p y r i g h t . A n y r e p r o d u c t i o n , u s e o r d i s c l o s u r e o f t h e de s i g n s , a r r a n g e m e n t s o r i n f o r m a t i o n c o n t a i n e d h e r e i n w i t h o u t th e p r i o r w r i t t e n c o n s e n t o f L U A I s s t r i c t l y p r o h i b i t e d . PR O P O S E D N O R T H E L E V A T I O N Ma r t h a H e a d R e s i d e n c e 20 9 0 S h o r e l i n e D r i v e , O r o n o , M N 5 5 3 9 1 F O R M A T T E D F O R 1 8 X 2 4 S H E E T S I Z E A 3.3 ELIMINATE APPROVED SHED DORMER ELIMINATE APPROVED DORMER ADJUSTMENT #3 - ELIMINATE A PORTION OF UPPER FLOOR ADDITION AND MOVE DORMER TO LOCATION SHOWN NEW PROPOSED DESIGN SEEKS TO ELIMINATE APPROX. 18' OF THE APPROVED UPPER FLOOR ADDITION AND MOVE PLANNED DORMER TO THE MAIN HOUSE ROOF AND ELIMINATES THE ROOF DECK ADJUSTMENT #1 - ELIMINATE ADDITION AT NORTHWEST (LAKE) SIDE OF HOUSE NEW PROPOSED DESIGN SEEKS TO ELIMINATE THE MASTER BEDROOM ADDITION AND ONLY REBUILD THE EXISTING CHIMNEY (FOUNDATION HAS FAILED) MARTHA HEAD RESIDENCE RENOVATION - PROPOSED ADJUSTMENTS TO APPROVED VARIANCE (DASHED RED LINES INDICATE PROFILE OF APPROVED DESIGN THAT IS BEING REQUESTED TO CHANGE) ELIMINATE APPROVED ADDITION ELIMINATE APPROVED ROOF DECK PROPOSED NEW DORMER EXISTING CHIMNEY TO BE REBUILT (FOR GAS FPL.) Su b j e c t Su b j e c t Pr o p e r t y Doc No T05654536 Certified, filed and/or recorded on Oct 18, 2019 9:30 AM Office of the Registrar of Titles Hennepin County, Minnesota Martin McCormick, Registrar of Titles Mark Chapin, County Auditor and Treasurer Deputy 92 Pkg ID 1892235E Document Recording Fee 46.00 Document Total 46.00 Existing Certs 1398546 This cover sheet is now a permanent part of the recorded document. ONp CITY OF ORONO RESOLUTION OF THE CITY COUNCIL y NO. 7030 Gt' xESHO A RESOLUTION APPROVING A VARIANCE FROM MUNICIPAL ZONING CODE SECTION 78-1279 FILE NO. LA19-000071 WHEREAS, Martha Myers Head is the Trustee of the Martha M. Head 2014 Qualified Personal Residence Trust(hereinafter the "Applicant")the owner of the property located at 2090 Shoreline Drive and legally described in Exhibit A, attached (hereinafter the "Property"); WHEREAS, on August 21, 2019, the Applicant has made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78- 1279 to allow construction of home additions lakeward of the average lakeshore setback; and WHEREAS, on September 16, 2019, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on September 16, 2019, the Planning Commission recommended approval of the variance for the proposed project; and WHEREAS, on October 14, 2019, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; NOW,THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested variance as described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: 1. This application was reviewed as Zoning File #LA19-000071. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above mentioned meetings, and any and all other materials distributed at these meetings are hereby incorporated by reference. 2. The Property is located in the LR-1A Lakeshore Residential Zoning District. 3. The Property contains 3.76 acres in area. I CITY OF ORONO RESOLUTION OF THE CITY COUNCIL s NO. 7030 t KESHG4t 4. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater Quality Overlay District. 5. Applicant has applied for the following variance[s]: a. Average Lakeshore Setback Variance 6. In considering this application for variance, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. VARIANCE PRACTICAL DIFFICULTY ANALYSIS: 1. "Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance . . . ."The proposed location of the home additions do not block lake views of the adjacent property owners, and therefore is harmonious with the intent of the Ordinance. 2. "Variances shall only be permitted . . . when the variances are consistent with the comprehensive plan."The average lakeshore setback variance is consistent with the goals in the comprehensive plan to protect lake views. 3. "Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the zoning ordinance. `Practical difficulties,' as used in connection with the granting of a variance, means that: a. The property owner in question proposes to use the property in a reasonable manner, however, the proposed use is not permitted by the official controls. The variance requests are residential in nature and are reasonable considering the unique nature of the property as a large peninsula on the lake. The relatively large flood hazard area and existing improvements on the property creates difficulties in locating a conforming structure. b. The plight of the landowner is due to circumstances unique to his property not created by the landowner. The location of the structures on the Property and configuration of the lot were not created by the property owner. c. The variance, if granted, will not alter the essential character of the locality." The visual impacts resulting from the additions proposed within the average lakeshore setback will not alter the character of the neighborhood. Rather, the 2 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL y G ' NO. 7n O lgKES H O home will not impact views from the lake nor will it appear to be more visually obtrusive than the existing buildings on the property. 4. "Economic considerations alone do not constitute practical difficulties." Economic considerations have not been a factor in the variance approval determination. 5. "Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78." This condition is not applicable. 6. "The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located." This condition is not applicable, as a residential home is an allowed use in the LR-1A District. 7. "The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling."This condition is not applicable. 8. "The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property." The Property's location and orientation as a peninsula, functionally an island, is unique. Due to the nature of the Property on the point, the application of the average lakeshore setback requirement causes a practical difficulty. 9. "The conditions do not apply generally to other land or structures in the district in which the land is located." The Property's location on the lake is unique and applies primarily to this Property; the application of the setback requirement combined with the challenges of the flood hazard area restrict the ability to improve the Property without a variance, creating a practical difficulty. 10. "The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant." The home can be reconstructed in kind. However, the minimal relief from the ordinance allows for functional improvements to the footprint, retaining the character of the lot and are consistent with the existing home. Relating to the average lakeshore setback, this condition is met. 11. "The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter."The proposed project will not impair the health, safety, comfort, or morals of the public. 3 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL y G ' NO. 7 O 0 ES H o4 12. "The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty." Granting of the variance will resolve and alleviate a demonstrated practical difficulty caused by the application of the average lakeshore setback applied to the Property. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a variance to Orono Municipal Zoning Code Section 78-1279 to allow construction of additions to the home lakeward of the average lakeshore setback, subject to the following conditions: 1. Council approval is based on the survey dated 08/02/19 by Egan, Field & Nowak Inc., and building plans submitted by the Applicants and annotated by City staff, attached to this Resolution as Exhibits B & C. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 2. Authorities granted by this resolution run with the Property not with the Applicant, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A framing inspection must be completed within one year of the date of Council approval, or the approvals will expire on that date October 14, 2020). 3. Violation of or non-compliance with any of the terms and conditions of this resolution shall constitute a violation of the zoning code, shall automatically terminate any authority granted herein, and shall be punishable as a misdemeanor. ADOPTED by the Orono City Council on this 14th day of October, 2019. ATTEST: CITY OF ORONO: 4_ Ann2aC`aerIson, City Clerk Dennis Walsh, Mayor 4 CITY OF ORONO O' • O RESOLUTION OF THE CITY COUNCIL NO. 7030 4 G' LA19-000071 FSHo` Exhibit A 2090 Shoreline Drive(legal description): That part of Government Lot 1, Section 15, Township 117, Range 23, and of the accretions in said Section 15, described as follows: Commencing at Meander Corner No. 63 located on the north line of said Section 15;thence North 89 degrees 59 minutes 59 seconds West, assumed bearing along said north line, a distance of 458.47 feet to the westerly right-of-way line of the St. Paul, Minneapolis and Manitoba(Great Northern) Railway;thence South 17 degrees 07 minutes 41 seconds West, along said westerly right-of-way line, a distance of 1292.86 feet to the point of beginning of the land to be described; thence North 72 degrees 52 minutes 19 seconds West a distance of 6 feet, more or less, to the shore line of Lake Minnetonka; thence westerly, southerly, northerly and easterly, along said shore line to a point on said westerly right-of-way line distant 360 feet, more or less, southwesterly from the point of beginning; thence North 17 degrees 07 minutes 41 seconds East, along said westerly right-of-way line, a distance of 360 feet, more or less, to the point of beginning. The Northerly and Easterly boundary lines are marked by judicial landmarks set pursuant to Torrens Case No. 20918. Together with a nonexclusive appurtenant easement for ingress and egress in that part of said Government Lot 1 described as follows: Beginning at a point on said westerly right-of-way line, distant 1628.91 feet south from the north line of said Section 15, as measured along said westerly right-of-way line; thence South 72 degrees 52 minutes 19 seconds East a distance of 50.00 feet; thence North 62 degrees 07 minutes 41 seconds East a distance of 35.36 feet; thence North 17 degrees 07 minutes 41 seconds East a distance of 178.60 feet; thence South 72 degrees 52 minutes 19 seconds East a distance of 25.00 feet to the easterly right-of-way line of the St. Paul, Minneapolis and Manitoba (Great Northern) Railway; thence South 17 degrees 07 minutes 41 seconds West, along said easterly right-of-way line, a distance of 203.60 feet; thence South 62 degrees 07 minutes 41 seconds West a distance of 35.36 feet; thence North 72 degrees 52 minutes 19 seconds West a distance of 75.00 feet to said westerly right-of-way line; thence North 17 degrees 07 minutes 41 seconds East, along said westerly right-of- way line, a distance of 25.00 feet to the point of beginning as set forth in CR Doc. No. 8518737 and as modified by Decree in Torrens Case No. 20918, Doc No 4535441; Hennepin County, Minnesota. HARDCOVER SURVEY FOR: T — MARTHA HEAD lwnea ml .i/ n LEGAL DESCRIPTION: P.vlr v i wa,, a I.swam,A r•mwa n,.xww as..e a a..<..um.a..y semmm«s a ewn.xe.es Iewaa m un.ean ie••I wIa calm,Ae.P.w so mraa.nw<ma.wwL wwmw owns awas wia..en ut.nam.'ui.,,"•.w zzea np,-a-w I `u P•a,y a•ym w (o.a na.a.n)AawK pM e w r•m a:x w .w 9 xaw a°tomand_p e w..U P.., r".:.•. d wPa..w,w.wwn b F..w we.,w.„as.-,a w..9..m,mmt A 9,,. o m. s" '•N)2., / er°wa" °IAa"'wE m°"•Pyw xi` : ,"-:>«,r w.':':wa"",r ao:ee4.,'a z'ra•µ. mn.r w b e:ewm m.aw., 931.5 CONTOUR j, P' - w a, a.a Fwi.Mm.n9 mwa(a.a x>u..)er.•x amow/M.m-a-o mFa w wmm•.wLJ_I/ ra <.swa1—a,maaw r:gym:raaz r' a.. em w i_.w-;- ,. _- ;%S••• LAKE M/NNETONKA e.w.w e.maaw e:eu, O d S eew•a+ ' ay,mw a zaw r:e wwa wns w.a ra a a,o.'n:'ns,a-•"•• 1 j/ jl e.ry A1C'y J,, / NOTES: C -w- 1 i I I I''} p - 3, / / I I innau"n•a taiwwn"s•ea„ya na.m e au•w i uit eeow<unerom ae tl,.emw>.,t ww mn w e 1 9P es f` '• J a - 4; J M.y".. a.Pw"„wq a.. a.a Lam.ya.am.•y a„•.•m.._w•r 1{---- 'N.P.aIm a a"w,wr,•w,x,a..e"e_•yyP,.a. Cq J ,;'---r,-><A! / -frr:'_` b a•wu•,•r:•.:m:m wdmlxm.maae a.www,r I I I i I 0 ',. : w__ —'c ` s!. _ l i 9 i/ ' / em,.<Ia` .+a m,°1'..m,a,.w ww.."• ae°`°.a"a°®w,a''m:'aa.nMw me w,we p ewiw.aanMe s w<•.•txn. I) / r7 . 'A f. l srvc w.• C\ ,d J a arGruec wtw,.w. ..t..w w.aa m ro..a m,9. W DRi gT D.. RO x 931.5 CONTOUR--fd^ s„ tan.ame.w aiw 9.•m • O'r.'am I Eq-ni N'M a;, y„'mwa• e.1 r• i iAa p mix den•w wNe`am l rx / 2fQ iEXISTING HARDCOVER WITHIN 75 FEET OF SHORELINE: 1 J V fy / m.Fm..9..9w.ww s•w.ew,nww)- g, K \ ,• ` p o Q e ar/ / i°°" /.m.cwq„.....P.a,w.m- essF. 7-931.5 CONTOUR J T" t try 2e R b,/ / W N 17 . 4 il/ n\ a -.r o• I i w.,8;{ //Z as w.°v au•-aaN,e aar.rn A& IMa:' F. 1, yi • V J93r gp, V, c\ \ .. C -- c %s i pf l+rrryF"I \ ` \ Y' g; EXISTING HARDCOVER TA 7 C , 4\\ °•\ w Y\\ u !' I j ppJ O / l8 A 0 30 60 g0 OUTSIDE OF 75 FEET OF SHORELINE: r \^``\ / N P t-w. \ 1 E 2/ k/ 0' w M.w.a.w•...e....w s.a x.,w)-zew zF. SCALE IN FEET sr pl \ i rr \ ` f-•'. `,M F J W l l( 5 l{ Q rtva.G usr Mew ravuleN. C'.w raaro...wow.t.wouemr pxw L"•I"<1-(m LEGEND LAKE MINNETONKA 2 l Y PROPOSED HARDCOVER OUTSIDE OF 75 FEET OF SHORELINE: I PROPOSED ADDITION DETAIL ro / / a nzemc ew E+Mo r.a.9•(nm e,a_.•sa am.,a.wen e••,nww)- ae9e ss. 1\t I I I ii[fir"a.Mve:°A AmessF. i I / s cmmn./am.(ewmA"aw wa..esa9 M•w)- w u I(. . R„ w8 ,,.3 e. a u:K°"mn",•Pq/w..+e o.e,- a sss4° roor-{I F m / r.•,.•wr•.) ie2"A,as s.F. CERTIFICATION: m•mon,Ie I n w•P"•e nr m.w me.mw PI il ay a a x 101H NOT TO SCALE` I wxmse RIrn aRm Iuwt•w Q FIELDBOOK PAGE FIELDWORK E 2- CHIEF:REVISIONS SURVEYFOR: PROPERTY ADDRESS: 1 ND DALE DESOnPn011 HARDCOVER Z ~ DRAWN BY: DI 99 D]19 PRDPDYD AODITOx TD HM OWA C 0 DRAWING NAME: Martha Head 2090ono,M line Drive m C Oxesx2a9xAOBNRECNEDSURVEYOrono,MN 55391 Egan,field&Nowak.Inc. vJOBNO.] BB52w BY: FILENO., LJL- LAI O 700 W W Resol No. N ExC a WN z LA19-000071 w a p ° 0 1 Z W0N W J W (y W W k ° w N EW W 3 Ll w F m (n 0ons g a H, z a W6gAfg In o .a CL 3f38i it a IL m i 0 It I N 3 i W Le8ge a s- g 4g a Nitaa awm° o W; I z.za Qa oFooaz m E 3 H- L 0 v 1114 E:1 T El= T 0 _ 0 D wn,weunl„n,l,n„„,NOIlVA313 H-Lnos O350d Olid E2 pdveuu,W wu,uoa 4Y^5 enueny uv6ol8l[k uwre wwoou.eoa+.ea•w rni e uulW to ewl5 eapvna ea,eDun uv,v Yaa?l Nw•Y,.I ww YYe 16E55 NW 'ONOLI '3hIL14 3NIl3 ilOHS p60Z eYweYvye wenn w,nl e,n.,w.n..snY.•wYu u...wo..o"a'°.'6::e.u Yow mw w?o.uY,ew .u,Me we Yw<.w a».nwc wnne.. •u•w Yad as w Mw•Aq qI 3JN3O153 Z{ OV3H VH121VW Yw« 3ZIS 133HS VZXSI HO!O3-UVINHO_1 C) pew C; ono W o i--, IT W 1 ® J r W N e b a a nl a mL Q 703 4.1 4.2 4.2 4.3 T 7- zt-E] Ll IT T-1 III I j i j op- JT o T o PROPOSED EAST ELEVATION FORMATTED R I EX24 SHEET SIZE I—by wnnr tMt p.7-MARTHA HEAD RESIDENCE vemwewn2n..e,. by 1 Lm— 2-1190 SHORELINE DRIVE, ORONO, MN 55391 M_ wm IpIlipLUJApr PROPOSED EAST ELEVATION 3.2 Yb.w•n pm•rxx.. nm o4x w NOIIVA313 H-LHON 3SOd OHd m dVBOI OLB ZIV `H' //'1 x' axn A ' x"'° y EOV55 pAauuyy V I I i xwgx•wo>w. i'im nn.WN•IRS WIF+•M•N+MYn VYw•5•^ tl•6ol BlL, wY D••Ybll NnYaYn 1p wuY L 6E55 N W 'N021O '3n12JQ 3N113210HS 0502 ev,veY4vY IY1Pne w•nw•x+sxr+.w..i o•xoxro ixux w,Y Nui n MWewcx.wex.n wows.ox win pueEW wnYaEuouw,WP.sE• v.p mt w4tNw•>w•wui 30N3QIS3Z{ QV3H VHILIVV.J 3ZI5 133HS PDXV L 2103 C311VW21O3 sJ V x I o c N Ell TnTnTd a N a y-. 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VqE NVI WINIDea Me,e41 33N34153Z{ OV3H VH121VW 3ZIS 133HE bZXSf LOj O3JUVWL10j if qq X Q I Z—i s QJ a i W ZY J F p a Z wIt Jw N 1 II J a i I Kw ILIL El I u N Y H IVII I a ry I Z N I WadR m F m I a 1 1 II It i I Z 1 i J I Z] I W Q I m l I o I I ow I ¢ m I R a 1 I I 1 I I I X X X)( X X 1 2 1 4.2 4.2 4.3 G 2-0 3 12 g AX. g. r------ 4!t* Ln wto 0 ZZ w z0 z 41N Ld it 0 13w LLLU > it LiWALLKEYIW rq Q z x LdIx gr oE 0 0 ROOF PLAN 0) ALE 114—6 AGENDA ITEM Prepared By: J. Barnhart Reviewed By: DJR Approved By: DJR 1. Purpose. To consider approval of a license for the owner of 3445 Crystal Bay Road for Dock Site A. 2. Background. On March 9, 2020, via Ordinance 239, Third Series, the City Council established a dock licensing program, granting eligibility for the property owners of 4 parcels on Crystal Bay Road to place a seasonal dock over city property. The applicants, property owners of 3445 Crystal Bay Road have requested a license to place a dock over Dock Site A, and have submitted proof of ownership and registration for two boats to be docked, and submitted information indicating ownership of the property. The applicants have provided payment for the 2020 season. The license agreement prepared by the City Attorney has been modified, incorporating applicants information. The lease will expire November 1, 2029. 3. Staff Recommendation. Staff recommends the Council approve the dock license permit for Dock Site A. COUNCIL ACTION REQUESTED City Council should approve the dock license, authorizing the Mayor and the Administrator to sign the license agreement. Exhibits A. Dock Site Map B. Application Materials C. License Agreement Item No.: 10 Date: April 13, 2020 Item Description: Dock License for Dock Site A Presenter: Jeremy Barnhart, AICP Community Development Director Agenda Section: Consent Agenda 50. 0 © Bolton & Menk, Inc - Web GIS 0 Legend Dock sites This drawing is neither a legally recorded map nor a survey and is not intended to be used as one. This drawing is a compilation of records, information, and data located in various city, county, and state offices, and other sources affecting the area shown, and is to be used for reference purposes only. The City of Orono is not responsible for any inaccuracies herein contained. Disclaimer: 3/13/2020 3:20 PM 35 Feet City Limits Parcels (2/1/2020) AGENDA ITEM Prepared By: J. Barnhart Reviewed By: DJR Approved By: DJR 1. Purpose. To consider a dock license for Dock Site B. 2. Background. On March 9, 2020, via Ordinance 239, Third Series, the City Council established a dock licensing program, granting eligibility for the property owners of 4 parcels on Crystal Bay Road to place a seasonal dock over city property. The applicant, the property owner of 3435 Crystal Bay Road has requested a license to place a dock over Dock Site B, and have submitted proof of ownership and registration for one boat to be docked, and submitted information indicating ownership of the property. The applicant has provided payment for the 2020 season. The license agreement prepared by the City Attorney has been modified, incorporating applicant’s information. The lease will expire November 1, 2029. 3. Staff Recommendation. Staff recommends the Council approve the dock license permit for Dock Site B. COUNCIL ACTION REQUESTED City Council should approve the dock license, authorizing the Mayor and the Administrator to sign the license agreement. Exhibits A. Dock Site Map B. Application Materials C. License Agreement Item No.: 11 Date: April 13, 2020 Item Description: Dock License for Dock Site B Presenter: Jeremy Barnhart, AICP Community Development Director Agenda Section: Consent Agenda 50. 0 © Bolton & Menk, Inc - Web GIS 0 Legend Dock sites This drawing is neither a legally recorded map nor a survey and is not intended to be used as one. This drawing is a compilation of records, information, and data located in various city, county, and state offices, and other sources affecting the area shown, and is to be used for reference purposes only. The City of Orono is not responsible for any inaccuracies herein contained. Disclaimer: 3/13/2020 3:20 PM 35 Feet City Limits Parcels (2/1/2020) AGENDA ITEM Prepared By: J. Barnhart Reviewed By: DJR Approved By: DJR 1. Purpose. To approve an ordinance amend the regulations related to grading and land alterations, including slope stabilization mitigation. 2. Background. In response to a concern regarding the grading and land alteration activities, including slope stabilization methods, staff prepared an ordinance that:  Clarifies what requires an IUP  Adjusts the requirements for slope failure mitigation*  Introduces haul route standards  Introduces stockpiling standards  Clarifies the approval type for a given activity *The Council should recognize that in cases where slope failure mitigation involves structures (above or below ground retaining walls for example), these structures will require a variance and its 6 week public hearing process. At their meeting on March 9, 2020, the Council reviewed the draft, and directed staff to submit the “90% draft” to the DNR for their review and comment. The DNR must approve all changes to the zoning ordinance that regulate activities in the Shoreland. The DNR has granted conditional approval, attached as Exhibit C. Following Council final approval, a copy is sent to the DNR for their review. They are primarily reviewing our regulation to ensure that they are at least as stringent as the DNR. The final review is intended to ensure no changes that weaken the standards were approved. 3. Staff Recommendation. Staff recommends the Council approve the ordinance as drafted. COUNCIL ACTION REQUESTED City Council should approve the ordinance as drafted. Exhibits A. Draft Ordinance B. Permitting summary chart C. DNR conditional approval and comments References CC Staff report $ Exhibits 3/9/2020 PC Staff Report & Exhibits 1/21/2020 Item No.: 12 Date: April 13, 2020 Item Description: LA19-000091 – City of Orono Text Amendment Related to Grading and Land Alterations Presenter: Jeremy Barnhart, AICP Community Development Director Agenda Section: Consent Agenda Revised 05/18/2018 Shoreland Amendment Checklist Instructions: The DNR’s ordinance review process uses the model ordinance for evaluating compliance with the shoreland rules. Please email this completed checklist along with the proposed amendment (as a Word document) showing all proposed additions, deletions, and other modifications to your ordinance. For DNR conditional approval review, submit this checklist and your near final draft amendment at least 30 days before the public hearing at which the amendment will be considered. Email the completed checklist and ordinance amendment to ordinance.review.dnr@state.mn.us, and copy your Area Hydrologist (email addresses on 2nd page). Mailed documents cannot be accepted. Local Unit of Government: City of Orono Ordinance Title: LA19-000091 Grading and Land Alterations Person completing checklist: Jeremy Barnhart Title of person completing checklist: Community Development Director Provide a brief explanation of the key issues you want the proposed ordinance amendment to address: This ordinance is intended to clarify regulations as they relate to grading and land alterations, including stockpiling, import and export of soils. This ordinance impacts all land alteration activity, including within the 0-75 Lake yard, in the Shoreland overlay district, and all other areas of the city. The overall goals of the ordinance is to clarify what activities require which permit, reduce the time involved in certain permit reviews, including slope failures, and add requirements for slope failure mitigation projects. Briefly describe any proposed modifications from Key Protection Provisions. For any proposed modifications to provisions identified as “Key Protection Provisions” in the model ordinance (identified in the model with Black Bold text) that do NOT meet the minimum standards, explain why the modifications are needed and how you plan to offset them with other provisions that exceed the minimum standard. This ordinance attempts to retain the model ordinance protections, However, the grading regulations found in the model Shoreland ordinance are moved to the Grading and Land Alteration section. Directions for Completing Checklist Table: 1) In Column A, specify the location of each provision being modified, deleted or added in your proposed amendment. Please bold any provision that is a “Key Protection Provision.” These provisions are identified with Black Bold text in the model ordinance. Any proposal to weaken these provisions generally requires higher standards on other provisions unless the provisions are not applicable. See MR 6120.2800 Subd. 3 for more information. 2) In Column B, cite the location of the provision in the shoreland model ordinance. 3) In Column C, briefly explain why the provision is being modified, deleted or added. 4) For amendments with no content change, such as recodifications or re-organizations, you DO NOT need to complete this table. Revised 05/18/2018 Shoreland Amendment Checklist Local Government to Complete DNR Informal & Conditional Approval Review DNR Final Approval Review A. Provisions being modified, deleted, or added. Local Government Ordinance Citation and brief description or title. B. Shoreland Model Ordinance Citation C. Local Government Comments For each provision that has been modified, deleted, or added, briefly explain why. D. DNR Determination of Compliance with Minimum Standards Place an “X” in the relevant column when determination made. Place a “?” in the relevant column for provisions that need clarification. When clarification received, delete the “?,” place an “X” in the relevant column. E. DNR Review Comments • If a proposed provision is missing, not applicable, or has been modified and is acceptable (marked with a “N/A” or “meets” in column D), briefly explain why in this column. • If a provision is marked “Below” in Column D, address as a “red” comment in the proposed amendment and place a “” in Column F. • If a provision marked “Below in Column D, is part of an implementation flexibility agreement, write “offset per term of implementation flexibility agreement” in this column and place a “” in Column F. • If a proposed provision is marked with a “Higher” in Column D, acknowledge as a higher standard as a “green” comment in the proposed ordinance, and explain why it is a higher standard in this column. F. Conditions of Approval Place a “” for conditions of final approval. G. Verification Place a “” for conditions that have been met. Only verify for items that have been “” in column F. Meets Below Higher N/A 78-1220 Amended the list of impacted zoning districts ☐ ☐ 78-1277 Aligned the sections of code that pertain to duplexes ☐ ☐ 78-1279 Shore setback is a defined term, we capitalized it throughout. ☐ ☐ 78-1283 3.72 Required a Professional Engineer to do grading plans in the steep slope areas ☐ ☐ 78-1285 8.2 Added replacement standards for trees removed ☐ ☐ 78-1286 (a), (b),(d), (e), (f) 8.32 Moved the grading and land alteration related standards to the grading and land alteration section of the code. ☐ ☐ 78-1292 Added a notation that Interim use Standards may apply, for clarity ☐ ☐ 78-1292 (b) Buildings have a stricter setback than structures, in Orono ☐ ☐ >>>>>>>>> The following standards are not found in the “Shoreland regulations” chapter, but incorporate them from our current ordinance. ☐ ☐ 78-1592 8.32 Outlines what requires a permit ☐ ☐ 78-1593 (A) 8.33 Outlines the standards for issuance ☐ ☐ 78-1593 (A) (2) 8.33 Adds state rules related to grading ☐ ☐ 78-1593 (A) (5) 8.33(b)(7) Prohibits full in bluff impact zones, unless approved by City engineer for a slope stabilization project. ☐ ☐ 78-1593 (8) Introduces haul route standards, which is a local issue. ☐ ☐ 78-1726 (a)(4) 8.32 Introduces activities that require an Interim Use Permit, some of these activities are in the Shoreland Overlay district 78-1726 (a)(6) Introduces an emergency repair exception for slope failures To be filled out by DNR: DNR Staff Reviewing for conditional approval: Date review finished: DNR Staff Reviewing for final approval: Date review finished: DNR Staff Reviewing for higher standards: Date review finished: Location Activity in the Lake  Yard Activity in the  Shoreland Overlay  District, but outside  the Lake Yard All other areas Grading Up to 50 CY (Secs. 78‐ 1591 a.3) and 78‐1286  (d)(1) Grading more than or  equal to 50 CY or  5,000 sq. ft. (79‐6 a.3) Grading more than or  equal to 50 CY or  5,000 sq. ft. (79‐6 a.3)  "Normal and  Customary"  (78‐1591‐ (a)(1) Import/ Export 51‐500 CY (78‐1591  a.2) and (78‐1286  (d)(2)) 51‐500 CY (78‐1591  a.1, a.2) Stockpiling Less than 500 CY (78‐ 1591 a.5) Less than 500 CY (78‐ 1591 a.5) Less than 500 CY (78‐ 1591 a.5) Activity Activity in the Lake  Yard Activity in the  Shoreland Overlay  District, but outside  the Lake Yard All other areas Grading More than 50 CY (78‐ 1286 (b)) Import/ Export  *Does not  differentiate  between areas More than 500 CY (78‐ 1726 (a)(6)) More than 500 CY (78‐ 1286 (d)(3)) and (78‐ 1726 (a)(6)) More than 500 CY (78‐ 1286 (d)(3)) and (78‐ 1726 (a)(6)) Stockpiling Stockpiling more than  500 CY (78‐1726  (a)(5)) w/o a building  permit Stockpiling more than  500 CY (78‐1726  (a)(5)) w/o a building  permit Stockpiling more than  500 CY (78‐1726  (a)(5)) w/o a building  permit Grading Less than 10 CY Less than 50 CY or  disturbing less than  5,000 sf Less than 50 CY or  disturbing less than  5,000 sf Import/ Export Up to 50 CY Stockpiling Less than 500 CY Less than 500 CY Less than 500 CY Existing No permit is required for the following activities Unless included as part of a permitted project, a separate Land Alteration permit is  required for the following activities: Activity An Interim Use Permit is required for the following activities Location Location Lake Yard or Shore  Setback Zone Activity in the  Shoreland Overlay  District, but outside  the Lake Yard All other areas, lots  that are 5 acres or  less All other areas, lots  greater than 5 acres  in size Grading 0‐10 Cubic yards, or 0‐ 1,000 sq. ft. of area 50‐2,500 cubic yards,  or 5,000‐10,000 sq. ft.  of area 50‐2,500 cubic yards,  or 5,000‐10,000 sq. ft.  of area 50‐5,000 cubic yards,  or 5,000‐20,000 sq. ft.  of area Import/ Export Between 10 CY and  up to 500 CY  Between 50 and 500  CY Between 50 and 2,500  CY Between 50 and 5,000  CY Stockpiling Up to 90 days Up to 180 days Up to 180 days Up to 180 days Activity Grading More than 10 CY, or  more than 1,000 sq.  ft. of disturbed area More than 2,500 cy,  or more than 10,000  sq. ft. of area More than 2,500 cy,  or more than 10,000  sq. ft. of area More than 5,000 cy,  or more than 20,000  sq. ft. of area Import/ Export More than 500 CY More than 500 CY More than 2,500 CY More than 5,000 CY Stockpiling Stockpiling more than  90 days Stockpiling more than  180 days Stockpiling more than  180 days Stockpiling more than  180 days Grading Less than 10 CY or  disturbing less than  1000 sq. ft. Less than 50 CY or  disturbing less than  5,000 sf Less than 50 CY or  disturbing less than  5,000 sf Less than 50 CY or  disturbing less than  5,000 sf Import/ Export Less than 10 CY Less than 50 CY Less than 50 CY Less than 50 CY Stockpiling Less than 14 days or  less than 10 CY Less than 14 days or  less than 10 CY Less than 14 days or  less than 10 CY Less than 14 days or  less than 10 CY Proposed 3‐9‐2020 Unless included as part of a permitted project, a separate Land Alteration permit is required for the following  ACTIVITY Interim Use Permit is required if the following activities are NOT included in a permitted project Location No permit is required for the following activities Minnesota Department of Natural Resources • Division of Ecological and Water Resources 1200 Warner Road, St. Paul, MN, 55106 Minnesota Department of Natural Resources Ecological and Water Resources Division Central Region Headquarters 1200 Warner Road, St Paul MN 55106 April 06, 2020 Jeremy Barnhart, Community Development Director City of Orono 2750 Kelley Parkway Orono, MN 55323 Re: Conditional Approval of City of Orono Shoreland Ordinance Amendment Dear Mr. Barnhart: Thank you for sending your proposed shoreland ordinance amendment to the DNR for conditional approval review. I am pleased to inform you that the proposed amendment is substantially compliant with the statewide rules and hereby approved, provided all of the conditions of approval in this letter are met. Ordinance Evaluation We have reviewed the amendment received on March 20,, 2020 for compliance with state shoreland rules (MR 6120.2500 – 6120.3900). Attached is the proposed amendment with our comments. We have noted that a number of existing and amended provisions exceed the minimum statewide standards. Conditions of Approval The following conditions must be met before the DNR will issue final approval: 1. Return the attached “Ordinance Processing Checklist” and documents identified on the checklist. Next Steps Following are the steps for completing and receiving final DNR approval for your amendment: 1. The city council adopts the amendments. 2. Email the completed Ordinance Processing Checklist (attached) and the documents identified on the checklist within 10 days of city council adoption to: a. Jack Gleason, John.Gleason@state.mn.us b. Ordinance.review.dnr@state.mn.us 3. We will review the amendment adopted by the city council for consistency with the attached proposed amendments. 4. If the adopted amendments are consistent with those conditionally approved (attached), I will send you a “final approval” letter. State rules require DNR final approval of shoreland ordinances and amendments for those ordinances to be effective. Minnesota Department of Natural Resources • Division of Ecological and Water Resources 1200 Warner Road, St. Paul, MN, 55106 A shoreland ordinance is an important land use regulation that helps to protect surface water quality, near shore habitat, and shoreland aesthetics of Minnesota’s public waters. We appreciate your efforts to protect these resources for all present and future Minnesotans. Jack Gleason, South District Hydrology Supervisor, is available to help the city administer the ordinance and to consult with you on other water-related projects and their implementation. Sincerely, Jeanne Daniels Region 3, So. District Manager Division of Ecological and Water Resources 651-380-2537 jeanne.daniels@state.mn.us Attachments: Proposed Ordinance with DNR comments Ordinance Processing Checklist c: Jack Gleason, So. District Hydrology Supervisor Ordinance.review.dnr@state.mn.us Page | 1 March 9, 2020 Added Definitions 1 Sec. 78-1 2 Stockpiling: On-site storage of 10 cubic yards or more of soil and/ or aggregate in a concentrated state 3 where the material is intended to be distributed throughout the site or exported from the site. 4 5 Yard, lakeshore, means a yard lying between the natural ordinary high water mark of a public water on 6 the lakeshore and a line parallel to it at the Shore Setbackthe required lakeshore setback line, for the 7 full width of the lot. 8 9 10 ARTICLE IX. - SHORELAND MANAGEMENT[21] 11 12 Sec. 78-1220. - Zoning district compliance with minimum requirements. 13 (a) The zoning district standards of this chapter currently comply with the lot size, lot width, permitted 14 use and conditional use standards set forth by the department of natural resources shoreland 15 management regulations, MR 6120.2500—6120.3900. 16 (b) The following city zoning districts are partially or fully located within the Shoreland Overlay District: 17 LR-1A RR-1A B-1 LR-1B RR-1B B-2 LR-1C RR-1B-1 RS B-3 LR-1C-1 RS B-5 B-4 B-5 DIVISION 2. - ADMINISTRATION AND ENFORCEMENT[22] 18 19 (Ord. No. 101 2nd series, § 1(10.56(6)), 2-24-1992) 20 Sec. 78-1247. - Land alteration and building permits required. 21 A permit is required for the construction of buildings, building additions, related work such as 22 construction of decks and signs, installation or alteration of sewage treatment systems, grading and filling 23 activities, and other activities as regulated in article X, Division 7 Grading and Land Alterations 24 elsewhere in this Code. 25 (Ord. No. 101 2nd series, § 1(10.56(10)), 2-24-1992) 26 Sec. 78-1252. - Nonconformities. 27 All legally established nonconformities as of February 24, 1992, may continue subject to applicable 28 state statutes and as regulated elsewhere in this Code. In shoreland areas, the following standards shall 29 also apply: 30 (1) Construction on nonconforming lots of record. Development or use of existing lots of record 31 shall be regulated as set forth in section 78-72. 32 (2) Additions/expansions to nonconforming structures. All additions or expansions to the outside 33 dimensions of an existing nonconforming structure must meet the setback, height, and other 34 requirements set forth in this chapter. Any deviation from these requirements must be authorized 35 by a variance pursuant to provisions of this chapter. 36 Commented [JB1]: New definition. Storage of less than 10 CY is not d . Commented [JB2]: Matching the definition to Shore setback zone. Shore setback is from the Shoreland Management section Commented [JB3]: We do not have a RR-1B-1. Commented [JB4]: Lots of Record Page | 2 March 9, 2020 (3) Nonconforming sewage treatment systems. A nonconforming sewage treatment system (also 37 defined as a noncompliant system) as defined in section 58-41 and located within the Shoreland 38 Overlay District must be upgraded and made conforming, at a minimum, at any time a permit or 39 variance of any type is required for any improvement on, or use of, the property, except that 40 systems which are noncompliant due solely to lack of three feet of unsaturated soil or sand 41 between the distribution device and the limiting soil characteristics shall have seven years in 42 which to become compliant per the provisions of chapter 58, article II, of this Code. All other 43 noncompliant sewage treatment system provisions of chapter 58, article II, of this Code shall 44 apply to all shoreland areas. 45 (Ord. No. 101 2nd series, § 1(10.16(17)), 2-24-1992; Ord. No. 162 2nd series, § 1, 9-22-1997) 46 Secs. 78-1253—78-1275. - Reserved. 47 48 DIVISION 3. - SHORELAND OVERLAY DISTRICT STANDARDS 49 Sec. 78-1276. - Generally. 50 The Shoreland Overlay District standards are in addition to the requirements set forth in this chapter 51 for the various zoning districts. In case of conflict, the most restrictive provision applies. 52 (Ord. No. 101 2nd series, § 1(10.56(16)), 2-24-1992) 53 Sec. 78-1277. - Minimum lot area/lot width standards. 54 Minimum lot area and lot width standards of the underlying zoning district shall apply, with the 55 following exceptions: 56 (1) No lot within 1,000 feet of a general development lake and approved for duplex use per sections 57 78-228(810), 78-253(810), 78-303(910), 78-328(9), 78-348(10), or 78-367(10) shall be less than 58 135 feet in width nor less than 26,000 square feet in area, if riparian, nor less than 17,500 square 59 feet in area, if nonriparian, but such lot shall also meet the minimum lot area and width 60 requirements of the respective underlying zoning district. 61 (2) No lot within 300 feet of a tributary and approved for duplex use per sections 78-228(810), 78-62 253(810), 78-303(910), 78-328(9), 78-348(10), or 78-367(10) shall be less than 150 feet in width 63 when no sewer is available, nor less than 115 feet in width when sewer is available, but such lot 64 shall also meet the minimum lot width requirements of the respective underlying zoning district. 65 Sec. 78-1279. - Placement of buildings and structures on lots. 66 When more than one setback applies to a site, buildings, structures, and facilities must be located to 67 meet all setbacks. Buildings and structures shall be located as follows: 68 * Except for accessory buildings on lakeshore lots as regulated in this chapter and except for buildings 69 and structures subject to less restrictive side yard adjacent to street setbacks as regulated in the various 70 zoning districts. 71 (3) Bluff impact zones. Buildings, structures and accessory facilities, except stairways, landings and 72 lock boxes, must not be placed within bluff impact zones. 73 (4) Uses without water-oriented needs. Uses without water-oriented needs must be located on lots 74 or parcels without public waters frontage, or, if located on lots or parcels with public waters 75 frontage, must either be set back double the normal ordinary high water level setback or be 76 substantially screened from view from the water by vegetation or topography, assuming summer, 77 leaf-on conditions. 78 Commented [JB5]: Chapter 58 is SSTS regulations Commented [JB6]: Zoning chapters, Duplexes are a conditional use Page | 3 March 9, 2020 (5) Fences, docks, retaining walls. No fence shall be placed within the shore setbackShore Setback 79 zone. Portions of dock located landward of the OHWL shall be considered as a landing, subject 80 to the regulations for landings per section 78-1282. Retaining walls shall not be placed within the 81 shore setbackShore Setback zone. 82 Sec. 78-1282. - Driveways, stairways, lifts and landings. 83 (a) A driveway no wider than eight feet is permitted in the shoreland or tributary setback zone if the 84 property has no other frontage on or access to a public or private road. 85 (b) Stairways and lifts are the preferred alternative to major topographic alterations for achieving access 86 up and down bluffs and steep slopes to shore areas. Stairways, lifts and landings shall be allowed in 87 the shore setbackShore Setback zone and must meet the following design requirements: 88 (1) Stairways and lifts must not exceed four feet in width. 89 (2) Landings for stairways and lifts shall not exceed 32 square feet in area. 90 (3) Canopies or roofs are not allowed on stairways, lifts, or landings. 91 (4) Stairways, lifts and landings may be either constructed above the ground on posts or pilings or 92 placed into the ground, provided they are designed and built in a manner that ensures control of 93 soil erosion. 94 (5) Stairways, lifts and landings must be located in the most visually inconspicuous portions of lots, 95 as viewed from the surface of the public water, assuming summer, leaf-on conditions, whenever 96 practical. 97 (6) Facilities necessary to provide shore area access to physically handicapped persons shall be 98 allowed, provided that the dimensional and performance standards of subsections (1)—(5) of this 99 section are completed in addition to the requirements of the Minnesota Regulations, chapter 1340. 100 (7) A building permit shall be obtained for construction of stairways, lifts and landings regardless 101 of whether such improvements are constructed above, at or below grade. 102 Sec. 78-1283. - Steep slopes. 103 Any applicant requesting a permit for construction of sewage treatment systems, roads, driveways, 104 structures, grading, or other improvements on steep slopes shall provide adequate information to allow the 105 city to evaluate possible soil erosion impacts and development of visibility from public waters before 106 such permit may be issued. Grading plans prepared for steep slopes shall be prepared by a Professional 107 Engineer licensed by the State of Minnesota. When determined necessary, conditions shall may be 108 attached to issued permits to prevent erosion and preserve existing vegetation screening of structures, 109 vehicles and other facilities as viewed from the surface of public waters, assuming summer, leaf-on 110 vegetation. 111 112 Sec. 78-1285. - Vegetation alterations. 113 (a) (a) No live tree within 75 feet of the shoreline or within the bluff impact zone with a diameter of 114 six inches or more (or 19 inches in circumference or greater) measured three feet above the ground 115 may be removed without first obtaining a permit from the city staff. 116 Live trees removed within 75 feet of the shoreline shall be replaced based in the following manner: 117 1. Trees less than 36 inches in diameter 1 inch of replacement tree per inch of tree 118 diameter removed 119 2. Trees greater than 36 inches in diameter, ½ inch of replacement tree per diameter 120 inch of tree removed 121 Commented [JB7]: Shore setback varies between lake and whether the lot is sewered or not. Commented [JB8]: Plymouth 530.07: For each one (1.0) tree inch that is removed or disturbed beyond the threshold, the subdivider shall replant 1.25 inches of new trees or provide the City with $125.00 in restitution. Formatted: Numbered + Level: 1 + Numbering Style:1, 2, 3, … + Start at: 1 + Alignment: Left + Aligned at: 1.25" + Indent at: 1.5" Commented [JB9]: Planning Commission proposed a scale for tree replacement, citing concerns with over population on some lots. Page | 4 March 9, 2020 3. Replacement trees shall be at least 1.5 inches in diameter, and of a type approved 122 by the City, provided that at least the equivalent number of replacement trees of a 123 size and nature found acceptable to the staff are planted at the same setback from 124 the shoreline as those removed. Removal of trees that are dead shall not require a 125 permit, but such trees must be inspected by city staff prior to their removal. 126 (b) Intensive vegetation clearing within 75 feet of the shoreline, on steep slopes or within the bluff impact 127 zone within the Shoreland Overlay District is prohibited. Limited clearing of shrubs and trees less than 128 six inches in diameter and cutting, pruning and trimming of trees of any size is allowed to provide a 129 view to the water from the principal dwelling site and to accommodate the placement of permitted 130 stairways and landings, picnic areas, access paths, beach and watercraft access areas, and permitted 131 lockboxes, provided that the screening of structures, vehicles or other facilities as viewed from the 132 water, assuming summer, leaf-on conditions, is not substantially reduced. 133 (Ord. No. 101 2nd series, § 1(10.56(16)(I)), 2-24-1992; Ord. No. 127 2nd series, § 7, 7-11-1994; Ord. No. 134 178 3rd series, § 14, 10-10-2016) 135 Sec. 78-1286. – Topographic alterations/grading and filling. New Public and Private roads. 136 (a) Permit Required. A plan showing proper drainage and protection of adjoining properties shall be submitted. 137 The city engineer shall have the authority to refer any requests for land alteration permits to the city council for 138 review and approval in instances where the land alteration appears to create negative impacts or be inconsistent 139 with the goals and policies of the community management plan. An active building permit or separate land 140 alteration permit is required for the following: 141 (a) Grading and filling and excavations necessary for the construction of structures, sewage treatment systems, and 142 driveways under validly issued construction permits for these improvements do not require the issuance of a 143 separate grading and filling permit. However, All grading and filling activity as a part of approved permits for 144 construction of structures, sewage treatment systems, and driveways shall adhere to the grading and filling 145 standards of this article. 146 (b) Grading, filling or excavating of more than 50 cubic yards is prohibited without an interim use permit within 147 the shore setback of the public waters enumerated in section 78-1217. 148 (c) New Public and private roads, driveways, parking areas, and public or private watercraft access ramps 149 shall not be constructed within the shore setbackShore Setback of the public waters enumerated in 150 section 78-1217. If no alternatives exist, such improvements shall be subject to the standard zoning 151 variance review procedure, and such review shall consider the following: 152 (1) Such improvements shall be designed to take advantage of natural vegetation and topography to 153 achieve maximum screening from view from public waters. 154 (2) All roads and parking areas shall be designed and constructed to minimize and control erosion 155 to public waters consistent with the requirements of all agencies with jurisdiction and in 156 accordance with City Code chapter 79. 157 (d) Except for those projects requiring permits for construction of structures, sewage treatment systems 158 and driveways, an administrative land alteration permit will be required as follows: 159 (1) For movement of up to 50 cubic yards of material within the shore setback as per item (b) above, 160 (2) Import/export of 51 through 500 cubic yards of material anywhere within the Shoreland Overlay 161 District, except for within the shore setback. 162 (3) Import/export of more than 500 cubic yards of material within the Shoreland Overlay District 163 interim use permit approval by the city council is required in addition to the administrative land 164 alteration permit. 165 Commented [JB10]: Most of the following sections were moved to lines 320… Page | 5 March 9, 2020 (e) Permits are issued based on the applicant's ability to meet and adhere to the following standards: 166 (1) Grading or filling in any type 1, 2, 3, 4, 5, 6, 7 or 8 wetland must be evaluated to determine how 167 extensively the proposed activity would affect the following functional qualities of the wetland: 168 a. Sediment and pollutant trapping and retention; 169 b. Storage of surface runoff to prevent or reduce flood damage; 170 c. Fish and wildlife habitat; 171 d. Recreational use; 172 e. Shoreline or bank stabilization; and 173 f. Noteworthiness, including special qualities, such as historic significance, critical habitat for 174 endangered plants and animals, or others. 175 This evaluation must also include a determination of whether the wetland alteration being 176 proposed requires permits, reviews or approvals by other sections of city ordinances or by other 177 local, state or federal agencies including but not limited to watershed districts, state Department 178 of Natural Resources, or the United States Army Corps of Engineers. 179 (2) Alteration activities shall be in accordance with City Code section 79-9 Minimum SWPPP Best 180 Management Practices (BPMs). 181 (3) Fill or excavated material must not be placed in a manner that creates an unstable slope. 182 (4) Plans to place fill or excavated material on steep slopes must be reviewed by the city engineer 183 for continued slope stability and must not create finished slopes of 30 percent or greater. 184 (5) Fill or excavated material must not be placed in bluff impact zones. 185 (6) Any alterations below the ordinary high water level of public waters must first be authorized by 186 the commissioner of the department of natural resources under Minn. Stat. § 103G.245. 187 (7) Alterations of topography must only be allowed if they are accessory to permitted, conditional 188 use or interim use and do not adversely affect adjacent or nearby property. 189 (8) Placement of natural rock riprap, including associated grading of the shoreline and placement of 190 a filter blanket, is permitted if the finished slope does not exceed three feet horizontal to one foot 191 vertical, the landward extent of the riprap is within ten feet of the ordinary high water level, and 192 the height of the riprap above the ordinary high water level does not exceed three feet. A riprap 193 permit shall be obtained per the requirements of section 78-969. 194 (f) Excavations where the intended purpose is connection to a public water, such as boat slips, canals, 195 lagoons and harbors, are prohibited above the ordinary high water level. Such excavations below the 196 elevation or the ordinary high water level are subject to approval of the Department of Natural 197 Resources and other agencies with concurrent jurisdiction. 198 Sec. 78-1289. - Standards for commercial, public and semipublic uses. 199 (a) Surface-water-oriented commercial uses and public or semipublic uses with similar needs to have 200 access to and use of public waters may be located on parcels or lots with frontage on public waters, if 201 permitted by the underlying zoning district standards. Those uses with water-oriented needs must meet 202 the following standards: 203 (1) In addition to meeting impervious coverage (hard cover) limits, setbacks, and other zoning 204 standards in this article, the uses must be designed to incorporate topographic and vegetative 205 screening of parking areas and structures. 206 Page | 6 March 9, 2020 (2) Uses that require short-term watercraft mooring for patrons must centralize these facilities and 207 design them to avoid obstructions of navigation and to be the minimum size necessary to meet 208 the need. 209 (3) Uses that depend on patrons arriving by watercraft may use the minimum amount of signage and 210 lighting necessary to convey needed information to the public, subject to the following general 211 standards: 212 a. No advertising signs or supporting facilities for signs may be placed in or upon public waters. 213 Signs conveying information or safety messages may be placed in or on public waters by a 214 public authority or under a permit issued by the county sheriff. 215 b. Signs may be placed, when necessary, within the shore setbackShore Setback zone if they 216 are designed in size to be the minimum necessary to convey needed information. They must 217 only convey the location and name of the establishment and the general types of goods or 218 services available. The signs must not contain other detailed information such as product 219 brands and prices, must not be located higher than ten feet above the ground, and must not 220 exceed 32 square feet in size. If illuminated by artificial lights, the lights must be shielded 221 or directed to prevent illumination out across public waters. 222 c. The aggregate square footage of sign space per property shall not exceed the limitations on 223 sign square footage as regulated in article X, division 4, of this chapter. 224 d. Non sign-related outside lighting may be located within the lakeshore setback zone or over 225 public waters only if it is used primarily to illuminate potential safety hazards and is shielded 226 or otherwise directed to prevent direct illumination out across public waters. This does not 227 preclude use of navigational lights. 228 (b) Uses without water-oriented needs must be located on lots or parcels without public waters frontage, 229 or, if located on lots or parcels with public waters frontage, must either be set back double the normal 230 ordinary high water level setback or be substantially screened from view from the water by vegetation 231 or topography, assuming summer, leaf-on conditions. 232 (Ord. No. 101 2nd series, § 1(10.56(16)(M)), 2-24-1992) 233 Sec. 78-1290. - Agricultural use standards. 234 (a) When permitted in the underlying zoning district, general cultivation farming, grazing, nurseries, 235 horticulture, truck farming and wild crop harvesting shall be allowed in the Shoreland Overlay District; 236 except that no such activity shall occur within the shore setbackShore Setback zone nor on steep slopes 237 or bluff impact zones. Steep slopes, shore setbackShore Setback zone and bluff impact zones shall be 238 maintained in permanent vegetation. 239 (Ord. No. 101 2nd series, § 1(10.56(16)(N)), 2-24-1992) 240 Sec. 78-1292. - Extractive use standards. 241 In addition to Interim Use Permit requirements included within Article XIV of this Chapter, the 242 following standards apply: 243 244 (a) Site development and restoration plan. An extractive use site development and restoration plan must 245 be developed, approved and followed over the course of operation of the site. The plan must address 246 dust, noise, possible pollutant discharges, hours and duration of operation, and anticipated vegetation 247 and topographic alterations. It must also identify actions to be taken during operation to mitigate 248 Commented [JB11]: Orono Sign Code Page | 7 March 9, 2020 adverse environmental impacts, particularly erosion, and must clearly explain how the site will be 249 rehabilitated after extractive activities end. 250 (b) Setbacks for processing machinery. Processing machinery must be located consistent with setback 251 standards for structures buildings from ordinary high water levels of public waters and from bluffs. 252 Secs. 78-1296—78-1320. - Reserved. 253 254 Sec. 78-1331. - Conversion. 255 Existing resorts or other land uses may be converted to planned residential developments if all of the 256 following standards are met: 257 (1) Proposed conversions must be initially evaluated using the same procedures for PRDs involving 258 all new construction. Inconsistencies between existing features of the development and these 259 standards must be identified. 260 (2) Deficiencies involving water supply and sewage treatment, impervious coverage, open space, 261 and shore recreation facilities must be corrected as part of the conversion or as specified in the 262 conditional use permit. 263 (3) Shore setbackShore Setback zone and bluff impact zone deficiencies must be evaluated, and 264 reasonable improvements be made as part of the conversion. These improvements must include, 265 where applicable, the following: 266 a. Removal of extraneous buildings, docks or other facilities that no longer need to be located 267 in shore setbackShore Setback zone or bluff impact zone. 268 b. Remedial measures to correct erosion sites and improve vegetative cover and screening of 269 buildings and other facilities as viewed from the water. 270 c. If existing dwelling units are located in the shore setbackShore Setback zone or bluff impact 271 zone, conditions shall be attached to approvals of conversions that preclude exterior 272 expansions in any dimension or substantial alterations. The conditions must also provide for 273 future relocation of dwelling units, where feasible, to other locations, meeting all setback 274 and alteration requirements when they are rebuilt or replaced. 275 (4) Existing dwelling unit or dwelling site densities that exceed the standards in section 78-1326 276 may be allowed to continue but must not be allowed to be increased, either at the time of 277 conversion or in the future. Efforts must be made during the conversion to limit impacts of high 278 densities by requiring seasonal use, improving vegetative screening, centralizing shore recreation 279 facilities, installing new sewage treatment systems, or other means. 280 (Ord. No. 101 2nd series, § 1(10.56(19)(K)), 2-24-1992) 281 Secs. 78-1332—78-1365. - Reserved. 282 283 284 Commented [JB12]: PRD density Page | 8 March 9, 2020 285 DIVISION 7. - GRADING AND LAND ALTERATIONS 286 287 288 Sec. 78-1590. - Purpose. 289 The purpose of this section is to promote the health, safety, and welfare of the community and to 290 establish reasonable uniform limitations, standards, and controls for land alterations, excavating, filling 291 and grading within the city. The regulations will allow the city to better manage stormwater discharge, 292 ensuring drainage does not negatively impact neighboring properties, manage hauling traffic and noise, 293 and prevent erosion issues onto adjacent properties, wetlands, lakes, and roads. It is the intent that 294 development conform to the character of the land wherever practical, and the reconfiguration of the land 295 necessary to support development be kept to the minimum amount necessary. 296 (Ord. No. 219 3rd series, § 5, 12-10-2018) 297 Sec. 78-1591. -– Information Required. All information required by the city shall be submitted for 298 review. Required information may include, but is not limited to: Grading plans, cut/ fill calculations, haul 299 route proposals, erosion control plan, and Watershed district comments. 300 a. Grading plans involving Steep Slopes, Bluffs, or prepared for slope failure mitigation shall be 301 prepared by a professional engineer licensed in the State of Minnesota. Grading plans A 302 planshall showing proper drainage and protection of adjoining properties shall be submitted. 303 b. The city engineer shall have the authority to refer any requests for land alteration permits to the 304 city council for review and approval in instances where the land alteration appears to create 305 negative impacts to the infrastructure network, length of time of the project, or be inconsistent 306 with the goals and policies of the community management plan. 307 308 309 Commented [JB13]: Some methods for slope failure mitigation include underground retaining structures. These would still require a variance, for hardcover in the lake-yard. Commented [JB14]: P.E to prepare grading plans in sensitive areas. Page | 9 March 9, 2020 Sec. 78-1592 Permit Required 310 311 1. Administrative Ppermit required. 312 A plan showing proper drainage and protection of adjoining properties shall be submitted. The city 313 engineer shall have the authority to refer any requests for land alteration permits to the city council for 314 review and approval in instances where the land alteration appears to create negative impacts or be 315 inconsistent with the goals and policies of the community management plan. 316 (a) (a) Unless approved as part of a project in which a permit has been issued, a separate land 317 alteration permit shall be required for the following. 318 319 An active building permit or separate land alteration permit is required for the following: 320 (1) Normal and customary grading in the area of an existing or a newly constructed building; or 321 the grading of the driveway serving such building; and less than 500 cumulative 322 import/export of material, except for fill required to raise grade for adequate frost footing 323 protection, the intent being that structures shall not be artificially raised above the preexisting 324 surrounding topography. 325 (2) Import/export of 51—500 cubic yards which does not adversely impact the existing drainage, 326 (3) Changing the grade on a lakeshore property within the shore setback up to 50 cubic yards. 327 a. Exception. A building permit or land alteration permit is not required for earth movement 328 50 cubic yards or less outside the shore setback. 329 (4) Repair or restoration of grade within the shore setback provided import/export does not 330 exceed 500 cubic yards to reestablish existing/ failing slope with engineer review. 331 (5) Stockpiling less than 500 cubic yards of material provided that the following documents be 332 submitted: 333 a. An erosion control plan, meeting the standards of chapter 79; and 334 b. Proposed haul routes. 335 (6) Installation of septic systems in accordance with chapter 58, Environment, article II, on-site 336 sewage disposal. 337 (7) Grading, excavation, or fill which is greater than or equal to 50 CY or disturbs5,000 square 338 feet. 339 Location Lake Yard or Shore Setback Zone Activity in the Shoreland Overlay District, but outside the Lake Yard All other areas, lots that are 5 acres or less All other areas, lots greater than 5 acres in size Grading 0-10 Cubic yards, or 0-1,000 sq ft of arfea 50-2,500 cubic yards, or 5,000-10,000 sq ft of area 50-2,500 cubic yards, or 5,000-10,000 sq ft of area 50-5,000 cubic yards, or 5,000-20,000 sq ft of area Import/ Export Between 10 CY and up to 500 CY Between 50 and 500 CY Between 50 and 2,500 CY Between 50 and 5,000 CY Stockpiling Up to 90 days Up to 180 days Up to 180 days Up to 180 days ACTIVITY Commented [JB15]: Unless part of a permitted project…. The Planning Commission suggested breaking the “all other areas” into two sections. Commented [JB16]: The following activities do not require a separate permit IF part of a permitted project. Commented [JB17]: If import of soil is greater than 500 CY to repair a slope failure, a IUP will be required. Page | 10 March 9, 2020 (Ord. No. 219 3rd series, § 5, 12-10-2018) 340 (a)(b) Sec. 78-1592. - Within Shoreland Overlay Districtmanagement and floodplain 341 management. 342 343 (a) Permit Required within Shoreland management and Floodplain management. A plan showing proper 344 drainage and protection of adjoining properties shall be submitted. The city engineer shall have the 345 authority to refer any requests for land alteration permits to the city council for review and approval in 346 instances where the land alteration appears to create negative impacts or be inconsistent with the goals 347 and policies of the community management plan. An active building permit or separate land alteration 348 permit is required for the following: 349 All grading and filling activity as a part of approved permits for construction of structures, sewage 350 treatment systems, and driveways shall adhere to the Standards for Issuance of this article. land 351 alteration permit is required for the following: 352 (b) Grading, filling or excavating of more than 50 cubic yards is prohibited without an interim use permit within 353 the shore setback of the public waters enumerated in section 78-1217. 354 (d) Except for those projects requiring permits for construction of structures, sewage treatment systems and 355 driveways, an administrative land alteration permit will be required as follows: 356 (1) For movement of up to 50 cubic yards of material within the shore setback as per item (b) above, 357 (2) Import/export of 51 through 500 cubic yards of material anywhere within the Shoreland Overlay District, 358 except for within the Shore Setback. 359 (3) Import/export of more than 500 cubic yards of material within the Shoreland Overlay District interim 360 use permit approval by the city council is required in addition to the administrative land alteration permit. 361 Sec 78-1593 Standards for Issuance 362 (e) 363 (A) In addition to the rules, process, and procedures outlined with Chapter 79, Construction Site Runoff 364 Control of this Code, Permits are issued based on the applicant's ability to meet and adhere to the 365 following standards: 366 (1) Grading or filling in any type 1, 2, 3, 4, 5, 6, 7 or 8 wetland must be evaluated to determine how 367 extensively the proposed activity would affect the following functional qualities of the wetland: 368 a. Sediment and pollutant trapping and retention; 369 b. Storage of surface runoff to prevent or reduce flood damage; 370 c. Fish and wildlife habitat; 371 d. Recreational use; 372 e. Shoreline or bank stabilization; and 373 f. Noteworthiness, including special qualities, such as historic significance, critical habitat for 374 endangered plants and animals, or others. 375 This evaluation must also include a determination of whether the wetland alteration being 376 proposed requires permits, reviews or approvals by other sections of city ordinances or by other 377 local, state or federal agencies including but not limited to watershed districts, state Department 378 of Natural Resources, or the United States Army Corps of Engineers. 379 Commented [JB18]: The highlighted section is largely copied from the Shoreland regulation section. Commented [JB19]: One of initial purpose of the amendment, reduce the red tape and time involved in slope failures. Commented [JB20]: Most of the following standards are from the Shoreland Overlay District Division. Page | 11 March 9, 2020 (2) Alteration activities shall be in accordance with City Code section 79-9 Minimum SWPPP Best 380 Management Practices (BPMs), including, but not limited to: 381 a. Alterations must be designed and conducted in a manner that ensures only the smallest 382 amount of bare ground is exposed for the shortest time possible. 383 b. Mulches or similar materials must be used, where necessary, for temporary bare soil 384 coverage, and a permanent vegetation cover must be established as soon as possible. 385 c. Methods to minimize soil erosion and to trap sediments before they reach any surface 386 water feature must be used. 387 d. Altered areas must be stabilized to acceptable erosion control standards consistent 388 with the field office technical guides of the local soil and water conservation districts and 389 the United States Natural Resources Conservation Service. 390 391 (3) Fill or excavated material must not be placed in a manner that creates an unstable slope. 392 (4) Plans to place fill or excavated material on steep slopes must be reviewed by the city engineer 393 for continued slope stability and must shall not create finished slopes of 30 percent or greater. 394 (5) Fill or excavated material must shall not be placed in bluff impact zones, unless approved by the 395 City engineer as part of a slope stabilization project. 396 (6) Any alterations below the ordinary high water level of public waters must first be authorized by 397 the commissioner of the department of natural resources under Minn. Stat. § 103G.245. 398 (7) Alterations of topography may only be permitted must only be allowed if they are accessory to 399 permitted, conditional use or interim use and if they do not adversely affect adjacent or nearby 400 property. 401 (8) Any permit involving the import or export of material, the proposed haul route shall maximize 402 use of County and State roads and be approved by the City Engineer. In addition, , the City 403 Engineer shall review the proposed haul route and document the condition of the city streets prior 404 to import/ export activity. The city may require an escrow deposit to guarantee repair of city 405 streets damaged by the hauling activity. Placement of natural rock riprap, including associated 406 grading of the shoreline and placement of a filter blanket, is permitted if the finished slope does 407 not exceed three feet horizontal to one foot vertical, the landward extent of the riprap is within 408 ten feet of the ordinary high water level, and the height of the riprap above the ordinary high water 409 level does not exceed three feet. A riprap permit shall be obtained per the requirements of section 410 78-969. 411 (Bf) Excavations where the intended purpose is connection to a public water, such as boat slips, canals, 412 lagoons and harbors, are prohibited above the ordinary high water level. Such excavations below the 413 elevation or the ordinary high water level are subject to approval of the Department of Natural 414 Resources and other agencies with concurrent jurisdiction. 415 (Ord. No. 101 2nd series, § 1(10.56(16)(J)), 2-24-1992; Ord. No. 127 2nd series, § 8, 7-11-1994; Ord. No. 416 163 2nd series, § 3, 12-8-1997; Ord. No. 171 2nd series, § 2, 4-4-1998; Ord. No. 28 3rd series, § 17, 417 8-22-2005; Ord. No. 133 3rd series, §§ 2, 3, 1-26-2015; Ord. No. 219 3rd series, § 4, 12-10-2018) 418 419 (C) Additional requirements for grading and land alterations may apply to projects within the Shoreland 420 Overlay District in City Code section 78-1286 and floodplain management areas under City Code 421 article VIII. 422 423 Commented [JB21]: From state rules relative to grading. Formatted: Not Highlight Commented [JB22]: Haul route standards introduced. Page | 12 March 9, 2020 (Ord. No. 219 3rd series, § 5, 12-10-2018) 424 Sec. 78-15943. - Interim use permit requirements. 425 Interim use permits may be required for larger certain grading and land alterations projects outlined 426 in City Code section 78-1726Article XIV, Division 1. 427 (Ord. No. 219 3rd series, § 5, 12-10-2018) 428 Secs. 78-15954—78-1600. - Reserved. 429 430 Page | 13 March 9, 2020 ARTICLE XIV. - INTERIM USES 431 432 DIVISION 1. - GENERALLY 433 434 Sec. 78-1726. - Interim use permit required. 435 An application for an interim use permit shall be accompanied by a certified site plan showing the 436 location of the proposed excavation or storage and shall state the amount of material which is to be 437 removed, excavated or stored, placed, or graded, and such other information as the council may require. 438 Applications shall be filed with the city administrator and shall be accompanied by a deposit to be 439 determined by the city, which will be used to offset the cost of processing the application. Any unused 440 portion will be refunded to the applicant. 441 (a) Except where otherwise provided in the article, it is unlawful for any person to perform or have 442 performed the following land alteration activities without an interim use permit issued by the 443 council: 444 (1) Mining. The commercial extraction of sand, gravel or other material from the land and their 445 removal from the site without processing shall be mining. In all districts, the conduct of 446 mining shall be permitted only upon issuance of a interim use permit. Such permit shall 447 include, as a condition, a plan for a finished grade which will not adversely affect the 448 surrounding land or development of the site on which the mining is being conducted, and the 449 route of trucks moving to and from the sites. A bond will be required for restoration 450 (2) Soil processing. The operation of processing of sand, gravel or other material mined from 451 the land shall be permitted only by interim use permit. Such permit shall include a site plan 452 where the processing is to be done, showing the location of the plant, disposal of water, route 453 of trucks moving to and from the site in removing processed material from the site, the 454 condition in which the site is intended to be left upon completion, hour of operation; and 455 such permit shall not be granted for a period of longer than 12 months 456 (3) Creation of an engineered grade for the basis of building height determination outside of a 457 subdivision. 458 (4) Unless included as part of a permitted project or as exempted below, the following activities 459 require a separate Interim Use Permit. 460 461 462 Location Lake Yard or Shore Setback Zone Activity in the Shoreland Overlay District, but outside the Lake Yard All other areas, lots 5 acres or less All other areas, lots greater than 5 acres Grading More than 10 CY, or more than 1,000 sq ft of disturbed area More than 2,500 cy, or more than 10,000 sq ft of area More than 2,500 cy, or more than 10,000 sq ft of area More than 5,000 cy, or more than 20,000 sq ft of area Import/ Export More than 500 CY More than 500 CY More than 2,500 CY More than 5,000 CY Stockpiling Stockpiling more than 90 days Stockpiling more than 180 days Stockpiling more than 180 days Stockpiling more than 180 days ACTIVITY Formatted: Not Highlight Commented [JB23]: If import of material exceeds 500 cy is necessary to repair slope failure, an IUP (6 weeks) is required. Page | 14 March 9, 2020 (4) Change the grade or shore of lakeshore property within the shore setback, in excess of 50 463 cubic yards. 464 (5) Stockpiling on site in excess of 500 cubic yards or longer than 180 days, without an 465 associated building permit. 466 (6) Any import/export of material in excess of 500 cumulative cubic yards, also see City Code 467 section 78-1286(d)(3). 468 (57) Conducting grading or land alterations which result in changes in elevations within five 469 feet of adjacent properties, unless part of a building project. 470 outside of an active building permit. 471 (6) Emergency repair exception. Slope failures have a direct impact on the health and 472 welfare of Orono residents, and timely response to such events is important to the protection of 473 natural resources and private property. Therefore, the City Engineer may declare grading and/ or 474 export/ import activities in the Lake yard exceeding the limits above as Emergency Repair and 475 forward such application to the City Council for immediate review. Emergency repair shall be 476 defined for the purposes of this Article as the activities necessary to stabilize a failing slope, or 477 prevent the imminent failure of a slope, in the opinion of the City Engineer. 478 479 (Ord. No. 219 3rd series, § 6, 12-10-2018) 480 Sec. 78-1746. - Application procedure. 481 The information required and the procedures to be followed for all interim use permit applications 482 shall be the same as that required for a conditional use permit as provided for in this chapter in sections 483 78-912 through 78-917. In addition, the following information shall be provided: 484 (a) Written documentation that includes a complete description of the use, schedule for 485 commencement and termination of the use, hours and dates of operation and anticipated 486 employment. 487 (b) Any special studies requested by the city when there is evidence that the proposed use may 488 negatively impact public infrastructure, the environment or adjacent land uses. These studies may 489 examine the impacts on such things as traffic, environment, wetlands and utilities. 490 (c) Evidence of approval or preliminary approval from all other agencies with jurisdiction over 491 elements of the use. 492 493 Formatted: Indent: Left: 0.55", No bullets ornumbering Commented [JB24]: Emergency repair exception Commented [JB25]: Process to review CUP’s. ORDINANCE PROCESSING CHECKLIST Please complete, sign and return this checklist and all required documents by email to the DNR: Ordinance.review.dnr@state.mn.use, and your Area Hydrologist 1. _______________ Date(s) of published public hearing notice(s). Email the notice with this checklist. _______________ 2. _______________ Date(s) of public hearing(s). _______________ 3. _______________ Date of ordinance adoption. Email the adopted ordinance/ amendment with the signature of the chief elected official in PDF format with this checklist. 4. _______________ Date of newspaper publication of adopted ordinance/ amendment or ordinance amendment summary. 5. Email a zoning map showing the “district” corresponding to the adopted ordinance at the time of adoption, if one exists, and the underlying zoning districts if the adopted ordinance refers to them. _______________________________________________ Signature of Clerk/Auditor _______________________________________________ Name of Community Prepared By: Reviewed By: DJR Approved By: DJR 1. Purpose. The purpose of this action item is for Council to confirm funding commitments and award the Bid Island ADA Trail Project. 2. Background. In early 2017 the Big Island Committee was established to evaluate and develop plan to improve the Park and meet the goals of the 2011 Big Island Management Plan. The group worked with staff, consultants and coordinated with MCWD to develop a master plan to guide improvements at the park. The Council approved the Big Island Master Plan on April 23, 2018. In 2019 the City Applied for and received a MN DNR Outdoor Recreation Grant for Big Island. In July of 2019 Council approved design and engineering which is underway. Throughout the late summer staff and consultants completed survey collection work and initial construction archeology field work. On October 28th, 2019 the Council approved the Big Island Grant Agreement with the DNR. Thru out the fall and winter staff and our consultants have developed the design for the project and coordinated the design with our partners (MCWD & The Big Island Legacy group) as well as the Park Commission. At the February 24th meeting the council approved the deed restriction required by the grant and authorized solicitation of bids. Bids were opened on April 8th. 3. Project Scope. The project consist of ADA accessible pathway, overlook / pavilion area improvement, interpretive signage and an ADA compliant restroom facility. 4. Cost. The City received three bids. The low bid was from Blackstone Contracting. Item Cost Comments Construction Base Bid: Trails $ 212,460 Bid Items as bid by Blackstone Contracting. Base + Alternates totals $ 398,490 Construction Alternate 1: Vault Toilet $ 93,000 Construction Alternates 2-3: Picnic shelter $ 73,030 Construction Alternate 4-5: Picnic Tables $ 20,000 Design and Archeology Costs $ 50,280 NTE- Previously approved Design Extra (Online bidding/ Alternate prep) $ 1,177 Request form BMI Construction Management $ 20,000 To be approved City procured Items: Signage and painting $ 4,817 Does not include labor or admin costs TOTAL $ 474,764 Includes all alternates 5. Funding. The City has secured a Grant from the DNR and the Big Island Legacy worked to raise money for the project. Based on the potential funding shortfalls the bid solicitation included several bid Alternates as shown in the table at Paragraph 4. Funding Source Amount Projected Comments City- Construction-Park Fund $ 80,000 Donations- Big Island Legacy Fund $ 120,000 To date $68,000 has been donated to the Fund. Leaving a short fall of $52,000 DNR Grant $ 200,000 The DNR Grant requires a match and the amount of Engineering eligible for the grant is capped at 10%. Donation in kind-Bolton and Menk $ 10,000 TOTAL $ 410,000 Item No.: 13 Date: April 13, 2020 Item Description: Big Island Park ADA Trail Project (19-033) - Award Presenter: Adam T. Edwards Public Works Director/City Engineer Agenda Section: Public Works and Engineering AGENDA ITEM 6. Courses of Action. All of the courses of action require increased funding from the City. The funding source for this project is the Park Fund. All courses of action include the procurement of the project signage and painting of the visitor center. a. Award the Base Bid and all of the Alternates. Total Cost $ 464,764 This course of action would allow the city to maximize the DNR matching grant. This would provide the ADA trail network, vault toilet and picnic shelter with tables. This option would require the city to increase its contribution to the project from $80,000 to $196,764. Funding Donations- Big Island Legacy Fund $ 68,000* City-Park Fund $ 196,764* DNR Grant $ 200,000 *As an alternate to COA A the Big Island Legacy (501c3) would like the council to consider this option with the understanding that they will eventually reimburse the city the current $52,000 short fall in their fund raising for the project. If this was to occur the amount funded by the city would be reduced from $196,764 to $144,764. While they cannot offer a security they feel confident the money will be raised by the end of 2020 at the latest. The 501cC is already planning a second Phase and will be raising additional funds b. Award the Base Bid and either Alternate 1 (Vault Toliet) or Alternates 2-5 (Picnic Shelter& Tables). Total Cost $ 371,734 This course of action would provide the DA trail network and one of the two other major amenities. This option would require the City to increase its contribution to the project from $80,000 to $131,530. Funding Donations- Big Island Legacy Fund $ 68,000 City-Park Fund $ 131,531 DNR Grant $ 172,203 c. Award the Base Bid. Total Cost $ 278,734 This course of Action would provide the ADA trails and associated signange. This option would require the City to increase its contribution to the project from $80,000 to $90,145. Funding Donations- Big Island Legacy Fund $ 68,000 City-Park Fund $ 90,145 DNR Grant $ 120,588 7. Project Timeline. When What April 13th, 2020 Award June-October 2020 Construction 8. Staff Recommendation. I recommend Course of Action B with the Picnic Shelter and Tables. This course of action provides and good balance between cost, amenities provided and maximization of use of the grant. COUNCIL ACTION REQUESTED Motion to: Direct Staff to complete Course of Action B; Award the Big island ADA Trails Project to Blackstone Contracting; Accept the construction management Fee Proposal from Bolton and Menk not to exceed $20,000; To authorize payment of $1,177 in design fees above the previous not to exceed proposal; AGENDA ITEM To accept the in-kind donation of $10,000 from Bolton and Menk. Exhibits A. Bid Tab. B. BMI Proposal References A. Big Island Management Plan, 2011 (Available on Big Island Website) B. Big island Master Plan, 2018. (Available on Big Island Website) C. Grant Agreement (Available at October 28th,2019 City Council Agenda) AGENDA ITEM Exhibit A. Bid Tab. Blackstone Contractors Veit & Company GL Contracting Base Bid $212,460 $296,985 $323,531 A1. Vault Toilet (Near City Docks) $93,000 $39,930.00 $99,450.00 A2. 4" Concrete Pavement W/ 4" Aggregate Base $24,030 $22,250 $52,065 A3. Shelter Structure $49,000 $46,750 $76,050 A4. Picnic Table- Standard 2 each $10,000 $8,960 $9,360 A5. Picnic Table - Wheelchair Accessible 2 each $10,000 $8,980 $9,360 TOTAL $398,490 $423,855 $569,816 H:\ORNO\C13120000\1_Corres\Bid Island Construction Services 4-8-20.docx April 8, 2020 City of Orono Attn: Adam Edwards PO Box 66 Orono, MN 55323 RE: Big Island Improvements Project - Construction Services Dear Adam: As requested, we have prepared a scope of services and estimated fee for the construction services associated with the Bid Islands Park Improvements Project. It is our understanding that our service will include limited survey work and part time construct ion observation just to ensure general compliance with the plans and specifications for the project. Scope of Services Construction Staking and Observation Limited survey crew time will be provided to assist with determining cuts and fills needed to meet ADA trail requirements and the centerline of the trails will be documented for record drawing purposes. Part time construction observation will also 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 • Maintenance of constructio n documentation Construction Administration Up to Construction administration duties will include the following: • Administering a pre-construction meeting and construction meetings, as needed • Review of shop drawings • Preparation of pay estimates • Contractor Communications • 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 ele ctronic format. Record plans will also be li nked to the City mapping system and the City’s GIS system will be updated. Big Island Improvements Page 2 H:\ORNO\C13120000\1_Corres\Bid Island Construction Services 4-8-20.docx Fee Estimate Based on the scope of services described above, we estimate a total fee of approximately $20,000, which includes approximately 144 hours of staff time for the project. As previously discussed, Bolton & Menk will provide the first $10,000 of construction fees at no -charge to the City. Therefore, we are proposing a not-to -exceed fee of $10 ,000 to be billed on an hourly basis. We are also requesting a fee of $1,177 for additional services that were required during the design/bidding phase of the project. This fee includes 5 hours of time associated with converting the bid to an online format and 6.5 hours of time associated with the addendum for the vault toilet alternate. Bolton & Menk will be dropping approximately $9,076 of fees above our approved not -to-exceed amount. Please let me know if you have questions or need additional informati on. Sincerely, Bolton & Menk, Inc. David P. Martini, P.E. Principal Engineer AGENDA ITEM Prepared By: J. Barnhart Reviewed By: DJR Approved By: DJR 1. Purpose. To adopt the resolution granting final approval for a proposed 56 unit apartment building at 2475 Kelley Parkway. 2. MN§15.99 Application Deadline. The application was received and considered complete on January 2, 2020. The review period has been extended to May 1, 2020. 3. Proposal. The applicant proposes a 56 unit 2 ½ story apartment building on a vacant lot at 2475 Kelley Parkway immediately east of the Orono Dentist office. Building. The building includes 56 apartments in a variety of configurations, including 30 two bedroom and 26 single bedroom configurations. There are also two guest units, which do not have a kitchen. The original proposal included one guest unit. After several modifications, the building conforms to the defined height limit of 30 feet. The building meets setbacks, Floor Area Ratio (FAR), structural, and density requirements of the RPUD zoning district. The building will be sided in a mixture of materials, including stonework at the main entrance and at the corners. Non-stonework will be sided with a cement -type siding with the color to be determined. Each of the units will have a balcony. The building is consistent with the design and layout of the general development plan proposed in 2018. The architect has indicated that there are no exterior mechanical (Air conditioning/ air exchanger) units. Any future mechanical units will need to be placed on the ground and screened with fencing and landscaping, their location approved by staff. An electrical transformer, should one be installed, will need to be screened with landscaping. Parking. The proposal shows 74 underground parking spaces, with 52 spaces above ground. 12 of these above ground spaces are “earmarked” for the medical office building, and protected with a private easement. Excluding the 12 earmarked spaces, parking conforms to the city code requirement. Access. Access is provided via the existing driveway entrance at the NW corner of the site (shared with the medical office building) and a new driveway off of Kelley Parkway. The Medical Office building has an existing trash enclosure at the SW corner of the site. Stormwater. The stormwater management plan has been approved by the Watershed district. Stormwater is retained on site. Landscaping. The landscaping plan provides the required number and types of plantings. The plan includes a row of shrubs along Kelley Parkway and a row of shrubs to soften the existing dumpster enclosure. Trash for the apartment building will be collected within the underground area. Disturbed areas will be sodded, and an irrigation system installed, as required by the RPUD zoning district. The landscaping plan conforms to the RPUD standards. Lighting. The application proposes two parking lot fixtures within the center courtyard, A Item No.: 14 Date: April 13, 2020 Item Description: LA20-000001 – Neil Weber o/b/o Orono Apartments LLC, 2475 Kelley Parkway, Final Master Development Plan – Resolution Presenter: Jeremy Barnhart, AICP Community Development Director Agenda Section: Planning Department Report AGENDA ITEM Prepared By: J. Barnhart Reviewed By: DJR Approved By: DJR photometric plan will need to be provided prior to issuance of building permit. Fire Department Review. The Fire Chief has reviewed the site plan and provided comments to the applicant. The Fire Department Connection will be on the eastern arm of the U shaped building as requested. Engineering Review. The City Engineer has identified a number of items to be addressed at the time of building permit or during construction. These are incorporated in Exhibit G. Except for the changes required, the plan is generally consistent with the general master plan approved in 2018. 4. Background. The City Council approved the general concept plan on May 14, 2018 via resolution 6869. That approval included a number of conditions: The master development plan approved in May of 2018 included the following conditions: a. Metropolitan Council Approval of the Comprehensive Plan Amendment. - complete b. Approval of the final Master Plan - pending c. Additional Easements to protect existing water and storm sewer infrastructure. – condition of approval d. Approval of hardcover waiver as described. - approved e. Revised Landscaping plan to meet plant number and size requirements - pending f. Expansion of the sidewalk along Kelley Parkway - condition of approval g. Siding material consistent with Stonebay Condominium. - Confirmation pending h. An 8’ bituminous trail shall be provided along the southern property line. - Not necessary i. Payment of fees as prescribed. – condition of approval j. Watershed approval of the drainage and erosion control measures. - complete k. Building shall meet all fire and building codes. Fire chief shall approve all hydrant/ connection locations. – condition of approval Since review by the Planning Commission in February, the applicant has worked to address the comments developed by staff, including the engineer and fire chief. These comments and responses are outlined in Exhibit F. 5. Planning Commission Vote and Comment. On February 18th, the Planning Commission held a public hearing. Following the public hearing, the Planning Commission voted 6-0 on a motion to approve the master plan, subject to staffs recommended conditions. 6. Public Comment. No comments for or against the proposal have been received. 7. Staff Recommendation. Staff recommends the Council adopt the resolution approving the Final Master Plan for the Orono Apartment building. COUNCIL ACTION REQUESTED City Council should review the approval resolution and adopt or amend. Exhibits A. Draft Resolution B. PC Staff Report AGENDA ITEM Prepared By: J. Barnhart Reviewed By: DJR Approved By: DJR C. Building Plans dated April 3, 2020 D. Civil Plans dated March 16, 2018, most recently updated March 22, 2019 E. Landscaping plan dated March 20, 2020 F. PC Minutes dated 2-18-2020 G. Staff comment letter –updated 4-8-2020 H. Resolution 6869 References PC Staff Report & Exhibits 2-18-2020 Resolution 6869 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ Page 1 A RESOLUTION GRANTING RPUD MASTER DEVELOPMENT PLAN APPROVAL FOR ORONO APARTMENTS PLANNED UNIT DEVELOPMENT NO. 17 FILE #20-000001 WHEREAS, the City of Orono (hereinafter the “City”) is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, the City Council of the City of Orono (hereinafter “City Council”) has adopted land development regulations for the orderly, economic and safe development of land within the City; and WHEREAS, Orono Apartments LLC is the owner (hereinafter the “Owner”) of the property at 2745 Kelley Parkway, legally described at Lot 1, Block 2, City of Orono Addition (hereinafter the “Property”); and WHEREAS, the City Council has considered the application by the Owner for rezoning of the Property to RPUD - Residential Planned Unit Development; and WHEREAS, on May 14, 2018 the City Council adopted Resolution No. 6869 granting General Concept Plan Approval for the proposed development, which includes the following elements: 1. Conditional Rezoning of the Property from RR-1B Single Family Rural Residential District to RPUD Residential Planned Unit Development District; 2. Conditional approval of a land use amendment changing the prescribed density from commercial to High Density Residential WHEREAS, on June 27, 2019, the Metropolitan Council approved the Land Use change to High Density residential, and WHEREAS, on January 2, 2020, the Developer filed a formal application for Master Development Plan Approval for a 56 unit apartment building, WHEREAS, City Staff and consultants have reviewed the final plans and hereby approve each and identify them as part of the official record for PUD 17. WHEREAS, the Developer has completed or has agreed to complete all other requirements of the Zoning Code and related Ordinances of the City including: CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ Page 2 1. Completion of and adherence to all requirements and conditions of Resolution No. 6869, 2. Dedication of Drainage and Utility Easements, 3. Dedication of Trail Easement, 4. Receipt of a Minnehaha Creek Watershed District (MCWD) permit approving the grading and stormwater management facilities plan for the development of the Property as proposed per the approved Grading, Drainage and SWPP Plan as noted herein, 5. FDire Department Comments, 6. City Engineer comments dated January 23, 2020, 7. Payment to the City of the following utility fees: a. Stormwater and Drainage Trunk Fees Res.>4 units / acre: $8,490/ acre x 2.55 acres = $21,649.00 b. Water Connection Charges 59 SAC units* x $4,370/ unit = 257,830.00 c. Sanitary Sewer Connection Charge 59 SAC units* x $5,380/ unit = $317,420.00 d. Met Council’s SAC fees 59 SAC* units x $2,485/ unit = $146,615.00 $743,514.00 *SAC units determined by the Metropolitan Council on December 4, 2019, 8. Payment of a private recreation fee in the amount of $139,750 as established in General Concept Plan Approval Resolution No. 6869 and in lieu of providing 10% of the project for private recreation; and WHEREAS, City staff and consultants have reviewed the plans for this PUD application and hereby specify approval of each attached plan and identify them as part of the official record for PUD No. 17: 1. Approval of building plans prepared by Weber Architects and Planners dated April 3, 2020. 2. Approval of Survey and site plans prepared by Gronberg and Associates dated March 16, 2018 and updated periodically, most recently March 22, 2019. 3. Approval of Landscape Plan prepared by Otten Bros, dated March 20, 2020. CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ Page 3 NOW, THEREFORE, BE IT RESOLVED that based on the findings of Resolution No. 6869, the City Council of the City of Orono does hereby grant Master Development Plan Approval for PUD No. 17, subject to the following conditions: 1. General Development Plan Approval is granted subject to conditions established within Resolution No. 6869. 2. Upon approval of this resolution, the City Council directs staff to amend the Zoning Map, changing the zoning designation for the subject parcel from B-6 PUD to RPUD. 3. Plans shall be substantively as shown on building plans provided as Exhibit A and Site Plans provided as Exhibit B. 4. Prior to Issuance of a Building Permit for any permanent improvement on the site, the Owner shall: a. Execute the Trail and Drainage and Utility Easements. (Exhibit C and D) b. Execute the Escrow Agreement. (Exhibit E) c. Execute Restrictive Covenants. (Exhibit F) d. Pay utility and private recreation fees as enumerated above. e. Provide a Letter of Credit or other security in the form acceptable to S taff for the amount approved by the City for the completion of the landscaping as shown on the approved landscape plan. (Exhibit G) f. Provide a photometric plan showing no measurable light leaving the site at the property line. 5. Any substantive changes shall be recorded as amendments to the recorded copy of the final development plan. 6. Signage shall be limited to the following: a. A maximum of one monument sign 8 feet high, 4 square feet of text, 16 square feet in area. b. Two building wall signs, a maximum of 50 square feet each, located on either the north or south wall of the structure. Changeable copy of any type is not permitted 7. Any exterior mechanical units (air conditioning, air exchangers, etc.) shall be placed on the ground or screened by a wall structure. Those placed on the ground shall be screened with fencing and landscaping, their location approved by staff. An electrical transformer, should one be installed, will need to be screened/ softened with landscaping, approved by staff. 8. The approvals granted by this resolution runs with the Property not with the Applicants, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A building permit for the principal building shall be CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ Page 4 obtained within one year of the date of Council approval, if not permit is issued or extention granted by the City Council, the City Council may declare the approvals granted within this resolution as null and void on that date (April 13, 2021). 9. The approvals granted in this Resolution shall become effective only when all conditions of approval requiring actions by the Developer have been satisfied. Adopted by the City Council of Orono this 13th day of April, 2020. ATTEST: _______________________________ _______________________________ Anna Carlson, City Clerk Dennis Walsh, Mayor __________________________________ Owner CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ Page 5 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me on this ___ day of __________, 2020 by Dennis Walsh, Mayor of the City of Orono, a Minnesota municipal corporation and said instrument was executed on behalf of the City. __________________________________ Notary Public STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me on this day of __________, 2020 by Anna Carlson, City Clerk of the City of Orono, a Minnesota municipal corporation and said instrument was executed on behalf of the City. ____________________________________ Notary Public STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me on this _______ day of _______________, 2020 by ____________________, the ____________________ of Orono Apartments, LLC., a Minnesota Limited Liability corporation, on behalf of the corporation. ____________________________________ Notary Public CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ Page 6 Exhibit A – Building Plans Exhibit B – Site Plan Exhibit C – Trail Easement Exhibit D – Drainage and Utility Easement Exhibit E – Escrow Agreement Exhibit F – Restrictive Covenants Exhibit G – Landscape Plan Date Application Received: January 2, 2020 Date Application Considered as Complete: January 2, 2020 60-Day Review Period Expires: Extended to May 1, 2020 To: Chair Ressler and Planning Commission Members Dustin Rief, City Administrator From: Jeremy Barnhart, AICP, Community Development Director Date: February 18, 2020 Subject: #LA20-000001, Neil Weber o/b/o Orono Apartments LLC, 2475 Kelley Parkway, Final Master Development Plan Public Hearing Background On May 14, 2018, the City Council adopted Resolution 6869 approving the general concept plan, zone change, and Community Management Plan amendment for a 56-unit apartment building at 2475 Kelley Parkway. The project originally received sketch plan support in February of 2018. Approval of the Final Master Plan is the final stage of approval for a project in the RPUD zoning district. The master development plan approved in May of 2018 included the following conditions: 1. Metropolitan Council Approval of the Comprehensive Plan Amendment. - complete 2. Approval of the final Master Plan - pending 3. Additional Easements to protect existing water and storm sewer infrastructure. – condition of approval 4. Approval of hardcover waiver as described. - approved 5. Revised Landscaping plan to meet plant number and size requirements - pending 6. Expansion of the sidewalk along Kelley Parkway - condition of approval 7. Siding material consistent with Stonebay Condominium. - Confirmation pending An 8’ bituminous trail shall be provided along the southern property line. - Not necessary 8. Payment of fees as prescribed. - Due at final approval 9. Watershed approval of the drainage and erosion control measures. - approved 10. Building shall meet all fire and building codes. Fire chief shall approve all hydrant/ connection locations. – confirmation pending Plan Review Comments Standards to the hardcover limitations (50% to 55%) and to driveway setbacks (5 feet on the west and 15 feet to the south) were modified during the general concept review. The site plan is consistent with general concept plan (Resolution 6869). Staff has prepared comments based on the submittal received on January 2, 2020. These are attached as Exhibit F. It is intended that these comments are addressed prior to placement on the Council agenda. Application Summary: The applicant is requesting final master development plan for 56 unit apartment building. The general development plan was approved in May, 2018. Staff Recommendation: Planning Department Staff recommends approval, subject to Staffs comments in the comment letter dated February 3, 2020 and the City Engineers comments. FILE #LA20-000001 February 18, 2020 Page 2 of 3 Building height. Due to the mini gable added above the main entrance, the building height as included in the Architectural drawings (Exhibit B) exceeds the defined height of 30 feet by 1 foot, 9 7/8 inches. The applicant has provided a revised drawing (Exhibit B-1) meeting the requirement. Staff will confirm the height with full revised drawings, due prior to City Council review. Parking. The final site plan shows changes to the parking lot. The entrance off of Kelley Parkway shifted approximately 30 feet to the west; this generally lines up with the entrance to the Public works garage. This further altered the parking lot layout, but the number of spaces remain the same. Guest rooms. The original approval included one guest room. The revised plans show 2. The amount of interior storage areas is generally the same. Number and types of units. The original approval included 30 two bedroom apartments, and 26 single bedroom apartments. That distribution remains, though the variety in the 1 bedroom apartment layouts slightly changed. Landscaping. A landscaping plan meeting the requirements of the PRD zoning district has not been submitted. Trail. The plans show a trail easement along the south side of the project. The Wayzata Blvd project will include a trail within the public right of way. Sidewalk. The plans show the extension of the sidewalk along Kelley Parkway, forming the final connection for this sidewalk along the south side of Kelley Parkway. Fire. The Fire Chief has indicated a desire for the Fire Department Connection (FDC) and an additional hydrant. The Fire Chief will provide clarification prior to this item being placed on the Council agenda. Fees. The following fees will be necessary as part of the building permit Based on the apartment layouts, the Met Council has determined the number of SAC units at 59 units. (See Exhibit J) Met Council SAC Fee: $2,485 x 59 SAC units = $146,615 Sewer Connection Charge: $5,380 x 59 SAC units = $ 317,420 Water Connection Charge: $4,370 x 59 SAC units = $ 257,830 Private Recreation (in lieu of private recreation areas Per resolution 6869 $ 41,500 Total fees $763,365 Engineer Comments The City’s consulting engineer has provided a detailed review and comments on the plans. Those comments are attached as Exhibit G. The developer should address all applicable comments prior to placement on the City Council’s agenda for final action. Public Comments To date, no additional public comments have been received. Issues for Consideration 1. Does the Planning Commission find that that the proposed building and site layout are FILE #LA20-000001 February 18, 2020 Page 3 of 3 consistent with approved concept plan? 2. Are there any other issues or concerns with this application? Planning Staff Recommendation The final plans as submitted are generally consistent with the previously reviewed resolution documents. The final plans should reflect city and engineer comments included in Exhibits F and G prior to placement on the City Council agenda for final review and approval. Staff recommends approval of the master development plan subject to those comments. List of Exhibits Exhibit A. Application Exhibit B. Architectural Plans 1. Entrance Roof revision Exhibit C. Civil Plans Exhibit D. Landscape Plan Exhibit E. Resolution 6869 Exhibit F. Comment Letter dated 2-3-20 Exhibit G. Engineering review Exhibit H. Condition Summary Exhibit I. MCWD approval Exhibit J. SAC determination Exhibit K. Mailing information References RPUD standards File 18-000036 (original case file) ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:23:54 PM ORONO APARTMENTS PERMIT SET Cover Sheet A100 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 ORONO APARTMENTS 2745 KELLEY PARKWAY ORONO, MN 55356 PROJECT TEAM OWNER ORONO APARTMENTS, LLC WAYZATABAY REALTY 3071 Lake Shore Blvd. Wayzata, MN 55391 ARCHITECT Weber Architects & Planners P.O.Box 930 Wayzata, MN 55391 Email: nw@weberarchitects.com Phone: 952 476 4434 STRUCTURAL ENGINEER William A. Becklin, P.E. 139 1st. Ave. E. Suite 200 Cambridge, MN 55008 Phone: 763 689 5631, 612 598 4994 1628 County Highway 10., Suite 17 Minneapolis, MN 55432 CIVIL ENGINEER Gronberg & Associates, Inc 445 North Willow Drive Long Lake, MN 55356 Phone: 952 473 4141 MECHANICAL ENGINEER Lindell Engineers 3411 Kilmer Lane Minneapolis, MN 55441 Phone: 763 542 9163 CONTRACTOR Scott Halderson Construction LLC 7233 County road 3 SW Cokato, MN 55321 Phone: 612 802 4878 GEOTECHNICAL ENGINEER Henry Vloo, P.E. Braun Intertec Corporation 11001 Hampshire Avenue S. Minneapolis, MN. 55438 Phone: 952 995 2000 INDEX OF DRAWINGS Sheet Number Sheet Name A100 Cover Sheet A100.1 Perspectives A100.2 Codes Sheet A100.1.1 Site Plan A100.1.2 Grid Layout A101 Lower Level Floor Plan A102 First Level Floor Plan A103 Second Level Floor Plan A104 Loft Level Floor Plan A105 Unit Plans A106 Unit Plans A107 Roof Plan A300 Building Elevations A108 Wall Types A301 Builiding Elevations A400 Building Sections A401 Wall Sections A402 Details A500 South Rear Stair Plans / Sections A501 East and West Stair Plans / Sections A502 North Stair and Elevator Plans / Sections A600 Room Finishing Schedules A601 Room Finishing Schedules A700 Door and Window Schedules Structural S1 Foundation Plan S1.1 Control Joint Layout Plan S2 Precast Plank Plan S3 First Level Structural Plan S4 Second Level Structural Plan S5 Third Level Structural Plan S6.1 Building Sections S6.2 Wall Sections S7 Details S8 Structural Notes Civil C1 Existing Site Plan C2 Site Plan C3 Storm Water Plan C4 Details C5 Details Landscape L1 Landscape Plan # REVISION DATE ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:23:54 PM ORONO APARTMENTS PERMIT SET Perspectives A100.1 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 WINGS VIEW / FRONT BACK/ SOUTH VIEW LEFT/ WEST VIEW RIGHT/ EAST VIEW # REVISION DATE 1025.8 1025.5 1025.8 1025.7 1025.5 1025.4 1025.5 1025.3 1025.6 1025.0 1025.3 1 02 5 .0 1025.0 1026 1023 1026 1024 1026 1025 1026 1025 1023.51024 1024 1 0 2 1 1 0 2 0 1 0 1 9 1 0 2 0 102 11022 1025 1024 1023 1025 1026 10 2 7 1027 1027 1 0 2 7 1023 1024 1 0 2 4 1026 1 0 2 6 1024 1 0 2 6 1 0 2 6 1025 1024 1023 1 0 2 4 1024 1 0 2 5 1 0 2 6 1026 102310221021.2 5 1021.25 1 0 2 2 1026 1024 1 0 2 4 1 0 2 4 1023.5 1 0 2 41023 1025 1 0 2 5 1025 1021 1 0 2 4 1 0 2 5 1 0 2 3 1 0 2 3 1022.5 1022.5 1025 1024 1026 1023 1022 1 0 2 2 1 0 2 3 1 0 2 5 1 0 2 6 1 0 2 6 1025 1024 1023 1 0 2 5 1 0 2 5 1 0 2 5 1023 1023 1 0 2 4 1 0 2 5 1 0 2 5 1024 1025 1022 RET. WALL 11 S T O N E B A Y W I L L O W P R O P E R T I E S A D D I T I O N ORONO ADDITION TELEPHONE MANHOLE 1023 1024 1 0 2 5 1022 1023 1022 1023 1024 TOP OF HYDRANT =(1026.58) CATCH BASIN RIM=(1022.46) INV=(1019.11) 1 0 2 4 1 0 2 2 (1 0 2 1 .9 ) (1022.4) (1022.7) (1023.4) (1 0 2 3 .2 )(1023.4) (1 0 2 3 .2 ) (1022.6) (1023.8)(1023.6) (1023.5) (1023.2) (1023.3) (1021.9) (1023.2) (1 0 2 3 .9 ) (1023.2) (1023.3) CATCH BASIN RIM=(1021.38) INV=(1013.98) (1022.9) (1024.9) (1025.7) (1022.7) (1022.7) (1022.2) (1023.4) 5 0 35 35 3 5 35 35 BUILDING SETBACK LINES PR OPOS E D C U R B A N D GUTT ER EXISTINGCURB PROPOSED CURB EDGE OFEXISTING BLACKTOP 16 SPACES 7 S P A C E S 3 SPACES 7 S P A C E S 1025 1023 P R O P O S E D C U R B & G U T T E R EXISTING CURB PROPOSEDCURB (1024.5) (1022.6) (1024.4) (1024.3) (1024.1) (1022.7) (1023.9) (1023.7) (1022.9) (1023.8) (1 0 2 3 .2 ) (1023.9) (1023.5) (1022.8) (1022.7) (1021.6) (1023.2) (1023.3) (1023.5) (1023.8) 5 1 .5 5 1 .5 62.6 1 0 2 3 (1023.7) GATEVALVE TOP OFHYDRANT =(1026.34) INV=(1019.10) WATER SERVICEPER CITY AS- BUILT PLANS 8" PLUG 36.7 64.5 38.6 7 5 .4 7 5 .4 1023 1023 CATCH BASINRIM=(1022.85) INV=(1018.95) 1018.0 PROPOSEDWALK PROPOSED CLEANOUT 1023.5 1023.8 1 0 2 3 .9 P R O P O S E D W A L K P R O P O S E D W A L K PROPOSED 6" PVCSEWER SERVICE PROPOSED 6" PVC SEWER SERVICE 1024.0 1024.6 1024.3 1023.8 1 0 2 5 .8 1025.3 1 0 2 6 .3 1 0 2 5 .8 1026.5 1027.0 1026.3 1026.5 1027.0 1027.7 1027.7 1024.9 1025.5 1026.1 1026.41025.9 1025.5 1026.0 1026.0 PROPOSED 8" DIP WATER SERVICE 1022.8 1023.3 EXISTING 30' 8" DIP 1023.0 1023.4 1022.8 1026.5 1027.0 1023.5 1024.4 1024.8 PROPOSEDCATCH BASIN RIM=1020.8 INV=1015.8 SW INV=1016.5 W PROPOSED AREA 3 BIORETENTION BASIN NWL=1022.0 100 YR HWL = 1024.18 26 LF 30" PVC WITH V NOTCH WEIR INV=1022.0 P R O P O S E D A R E A 4 B I O R E T E N T I O N B A S I N N W L =1 0 2 4 .0 1 0 0 Y R H W L = 1 0 2 4 .8 1 PROPOSED AREA 5 BIO RETENTION BASIN NWL=1023.5 100 YR HWL = 1024.76 4 SPACES 1 0 2 3 PROPOSED CURB & GUTTER 1 0 2 5 .3 1 0 2 5 .3 ROOFLEADER PROPOSED PED. RAMP ROOFLEADER PROPOSED 10' TRAIL EASEMENT STORM MH RIM=(1023.91) INV=(1012.03)CATCH BASIN RIM=(1021.23) INV=(1015.0) CATCH BASIN RIM=(1022.08) INV=(1016.0) EXISTING STORM SEWER E X I S T I N G S T O R M S E W E R CLEANOUT (TYP) P R O P O S E D 6 " D R A I N T I L E PROPOSED ST MH ON EXISTING STORM SEWER RIM=1026.5 INV E=1013.4 INV NW=1022.5 10 LF 18" PVC WITH V-NOTCH WEIR INV=1023.5 EOF AT 1025.0 & TURF REINFORCEMENT MAT ROOFLEADER PROPOSEDPED. RAMP ROOFLEADER P R O P O S E D 6 " D R A I N T I L E EOF AT 1025.0 & TURFREINFORCEMENT MAT PROPOSED ST MH ON EXISTING STORM SEWER RIM=1026.5 INV E=1012.14 INV NW=1023.0 EXISTING 30"STORM SEWER 6 LF 15" PVC WITH V-NOTCH WEIR INV=1024.0 CLEANOUT (TYP) PROPOSED 6" DRAINTILE PROPOSED PRE-TREATMENT WITH RAIN GUARDIAN OR EQUAL 1023.5 1022.3 1018.7 PROPOSEDCLEANOUT (TYP) 10 25.3 PROPOSED CONC. APRON PROPOSED PED. RAMP EOF AT 1024.3 & TURF REINFORCEMENT MAT N 89°15'26" W 377.35 N 0 0 °0 5 '5 7 " E 2 9 5 .0 0 S 0 0 °0 5 '3 0 " W 2 9 5 .0 0 53.0 50.0 P A R K I N G E A S E M E N T PROPOSED WALK PROPOSED CONC. WALK +- +- 1005 s f EXISTING BLACKTOP PARKING AREA CBMH#4RIM ELEV=1020.93 INV ELEV=1014.59 CBMH#5 RIM ELEV=(1021.33) INV ELEV=(1014.3)STMH#6 RIM ELEV=1023.63 INLET ELEV=1012.39 INV ELEV=1011.99 EXISTING CONC. WALK CONCRETE CURB & GUTTER 5 5 1 010 5 5 1 0 10 DRAINAGE AND UTILITY EASEMENTS DN CENTER 1 2 3 4 5 6 7 16 8 ' - 0 " 8 9 10 VAN ACCESSIBLE 11 12 13 15 16 17 18 19 20 21 22232425262728293031323334353637 KELLEY PARKWAY ORONO APARTMENTS LOFT TERRACE 3 3 12 4 5 A100.1.1 2 4' - 0" 1' - 6 " 2"3' - 8"2" 7" 4" 7" 9" 9" 2' - 0"2' - 0" CONCRETE BASE SIGN ENGRAVEMENT CONCRETE STAND 2' - 0"2' - 0" 2"3' - 8"2" 3' - 6 " 9" 4' - 3 " CONCRETE BASE CONCRETE STAND SIGN ENGRAVEMENT EQ 3' - 1 15/16"EQ RETAINING WALL The retaining wall as shown on plan this plan and landscape plan ranges in height from 1 foot to 5 feet. The subcontractor building the wall shall submit engineered shop drawings for approval prior to construction. SITE SIGN A single site plan will be constructed as per attached drawing. SITE LIGHTING Two double poles of lighting on 12’poles will be added. Lighting will not extend beyond the entrance area. Shop drawings will be submitted for staff approval prior to installation as subcontractor has not yet been selected. FUTURE CONNECTION TO SOUTH TRAIL At the time of construction of the trail along Wayzata Blvd a connection from the parking area will be completed. TRASH ENCLOSURE Exiting trash enclosure to remain and to be screened as per landscape plan. This enclosure is for use by the existing medical building. Trash for apartments will be handled internally in the parking area. 1 2 3 4 5 SITE NOTES ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:23:55 PM ORONO APARTMENTS PERMIT SET Site Plan A100.1.1 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1" = 20'-0"A300 A100.1.1 1 Site Plan # REVISION DATE 1 1/2" = 1'-0"A100.1.1 A100.1.1 2 Site Sign 1 1/2" = 1'-0"A100.1.1 3 Site Sign Elevation DN 59 ' -0"59 ' -0" 141'-0" F.E. F.E . F.E. F.E . 34'-0"34'-0" 121'-0" 12 7 ' -0" 13 1 ' -0" 129'-0" F.E. F.E . F.E . F.E . F.E. 34'-0" 121'-0" 12 7 ' -0" 13 1 ' -0" 129'-0" 34'-0" F.E. F.E . F.E . F.E . F.E. 102'-0" 137'-0"100'-0" 87'-0" F.E . F.E . F.E . CODE REVIEW Orono Apartments 2745 Kelley Parkway Orono, MN 55356 Project Description: This building is a 56-unit apartment building with enclosed parking. The building generally a two-story building with Four Loft units facing south in roof level. The parking level is constructed with precast wall panels and precast floor panels. The upper floors are wood frame. The building is totally fire sprinkled. Project data is; Parking level 31,692 sf gross First Floor 31,692 sf gross Second Floor 31,692 sf gross Loft Level 10,560 sf gross Total 105,636 sf gross Applicable codes and regulations: • 2015 MN State Building Code (references the 2012 IBC) • 2015 MN Accessibility Code (Chapter1341 references 2009 A117.1) • 2015 MN Comm. Energy Code (references 2012 IECC and ASHREA 90.1) • 2007 MN State Fire Code • 2015 MN Mechanical Code • 2014 MN Electrical Code • 2015 MN Elevator and Related Devices Code Building Classification: USE AND OCCUPANCY CLASSIFICATION (Chapter 3): Dwelling units and related spaces: R-2 (i.e. primary occupancy class) Amenity Spaces Less than 50 occupants B Parking S-2 Building will be full sprinklered in accordance with NFPA 13 (903.3.1.2) SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCC. (Chapter 4): Parking Garage: a. Min. clear height of 7’0”shall be maintained throughout b. A mechanical ventilation system shall be provided in accordance with the International Mechanical Code. c. All fuel-fired appliances shall be a minimum of 18”above the floor d. Openings from a parking garage directly into a room used for sleeping purposes shall not be permitted. GENERAL BUILDING HEIGHTS AND AREAS (Chapter 5): Type V-A Sprinkled Allowable area & height per table 503; S-2 Type V-A 14,000 sf / 4 stories R-2 Type V-A 12,000 sf / 3 stories Section 506.1 General The building areas limited by Table 503 shall be permitted to be increased due to frontage and automatic sprinkler system protection in accordance with Equation 5-1: Aa = {At + [At x If] + [At x Is]} (Equation 5-1) Aa = 12,000 + [12,000 x .75] + [12,000 x 2] Aa = 12,000 + 9,000 + 24,000 = 45,000 sf/floor for 4 stories x 4 stories = 180,000 sf for building total. The building as proposed is for a floor of a max of 31,692 sf / floor and a building of 2 stories plus a roof level for a building total of 105,636 sf. Both are well within allowances. TYPES OF CONSTRUCTION (Chapter 6): Construction Type Requirements (Type V-A) Primary Structural Frame 1 hour Exterior Bearing Walls 1 hour Interior Bearing Walls 1 hour Interior Non-Bearing Walls 0 hour Floor Construction 1 hour Roof Construction 1 hour FIRE AND SMOKE PROTECTION FEATURES (Chapter 7): Shaft enclosures (Section 713) Connecting less than 4 stories: 1 hour fire resistive rating 713.13 Refuse and recycling chutes: Refuse and recycling chute shall not be used for any other purpose in accordance with Section 713.4. Openings into the shaft,including those from access rooms and termination rooms, shall be protected in accordance with this section and Section 716. Openings into chutes shall not be located in corridors. Doors shall be self or automatic closing upon the actuation of a smoke detector in accordance with Section 716.5.9.3, except that heat activated closing devices shall be permitted between the shaft and the termination room. 713.13.4 Termination room: Refuse and recycling chutes shall discharge into an enclosed room separated from the remainder of the building by fire barriers constructed in accordance with Section 707. Openings into the termination room shall be protected by opening protectives having a fire protection rating equal to the protection required for the shaft enclosure. Doors shall be self or automatic-closing upon the detection of smoke in accordance with Section716.5.9.3. 713.14.1 Elevator Lobby: An enclosed elevator lobby shall be provided at each floor where the elevator shaft enclosure connects more than three stories. The lobby shall separate the elevator shaft enclosure doors from each floor by fire partitions equal to the fire-resistance rating of the corridor and the required opening protection. Elevator lobbies shall have at least one means of egress complying with Chapter 10 and other provisions of this code. Exceptions: 1. Enclosed elevator lobbies are not required at the level(s) of exit discharge, provided the level(s) of exit discharge is equipped with an automatic sprinkler system in accordance with Section 903.3.1.1. 4. Enclosed elevator lobbies are not required where the building is protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. Table 716.5 Opening Protective Fire Protection Ratings: Type of Assembly Req’d Assem. Rating Min. Opening Prot. Fire Barriers for required fire-resistant 1 1 Enclosures for shafts, exit access stairways, exit passageways, exit passageway walls. Other Fire Barriers 1 1/4 Fire partitions 0.5 1/3 Corridor Walls 1 1/3 Other fire partitions 0.5 1/3 Exterior Walls 1 3/4 Smoke Barriers 1 1/3 718.4.2 Concealed Spaces Groups R-2: Draftstopping shall be provided in attics, mansards, overhangs or other concealed roof spaces of Group R-2 Building of 3 or more dwelling units. Draftstopping shall be installed above and in line with, sleeping unit and dwelling unit separation walls that do not extend to the underside of the roof sheathing above. Exceptions; 1. Where corridor walls provide a sleeping unit or dwelling unit separation, draftstopping shall only be required above one of the corridor walls. 2. Draftstopping is not required in buildings equipped with an automatic sprinkler system in accordance with Section 903.3.1.1. 3. In occupancies in Group R-2 that do not exceed four stories above grade, the attic space shall be subdivided by draftstopping into areas not exceeding 3,000 sf or above every two dwelling units, whichever is smaller. 4. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.11, provided that automatic sprinklers are also installed in the combustible concealed space where draftstopping is being omitted. INTERIOR FINISHES (Chapter 8): Flame Spread Classification per 803.1.1 Class Flame Spread Index Smoke Developed Index A 0-25 0-450 B 26-75 0-450 C 76-200 0-450 Interior Wall and Ceiling Finish Requirements by Occupancy—Table 803.9 Occupancy Exit Enclosures Corridors Rooms and Group and Passageways Enclosed Spaces R-2 C C C S-2 C C C B B C C Note: Requirements based on fully Sprinklered building. FIRE PROTECTION SYSTEMS (Chapter 9): Group R (903.2.8): An automatic sprinkler system shall be provided throughout the building with a group R fire area. Group S-2 & B Enclosed Parking Area (903.2.10): An Automatic sprinkler system shall be provided in enclosed parking and amenity spaces. Other areas where automatic sprinkler systems are required: (903.2.11.1.3, 903.2.11.2 and 903.2.11.3) Rubbish Chutes Installation Requirements: In accordance with NFPA13 (903.3.1.2) Protection of decks and balconies-decks and balconies greater than 6 feet above grade, greater than 4 feet deep, and with a greater area of 40 sf attached to new Group R-2 occupancy buildings protected in accordance with Section 903.3.1.2 that are three or more stories in height and with 30 or more units shall be protected with sprinklers under the balcony or deck framing and under attic eaves when both of the following two conditions exist; 1. The building has an un-sprinklered attic; and 2. The building has combustible siding. Standpipe Systems: Standpipes are not required per 905.3.1 as the highest story is not 30 feet above the lowest level of fire department access. Fire Alarm and Detection Systems: Required as per NFPA 72(Section 907) “R-2 Occupancy (907.2.9): Multi-family residential occupancies 907.2.11-Single and multiple-station smoke alarms: Listed single-and multiple-station smoke alarms shall be installed in accordance with the provisions of this code and the household fire-warning equipment provisions of NFPA 72. R-2 Occupancies (907.2.11.2.): Single or multiple station smoke alarms shall be installed and maintained regardless of occupant load at all of the following locations on the ceiling or wall outside of each separate sleeping area in the immediate vicinity of bedrooms, in each room for sleeping purposes, and in each story with a dwelling unit. 907.2.11.4-Power source: In new construction, required smoke alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery backup. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for over current protection. Exception 2: Smoke alarms are not required to be equipped with battery backup in Group R-2 occupancies equipped throughout with an automatic sprinkler system. Carbon Monoxide Alarms: In each dwelling unit provide one carbon monoxide alarm with 10 feet of each room lawfully used for sleeping. MEANS OF EGRESS AND OCCUPANT LOAD (Chapter 10): Occupant Load: Occupant load of this project is: Parking level 31,692 sf gross 159 Occupants (200 sf / occ) First Floor 31,692 sf gross 159 Occupants (200 sf / occ) Second Floor 31,692 sf gross 159 Occupants (200 sf / occ) Loft Level 10,560 sf gross 53 Occupants (200 sf / occ) Total 105,636 sf gross 530 Occupants (200 sf / occ) Egress Width: The total occupant load from the loft level to the first floor (level of exit discharge) is 371 (59 + 159 +159) for the corridor width required. The total occupant load from the loft level to the first floor (level of exit discharge) is 212 (59 + 159) for the stair width required. Corridor Width Required = 186 (371 occupants divided by 2) x 0.2 = 37.2” Provided is 50” Stair Width Required = 106 per stair (212 occupants divided by 2) x 0.3 = 31.8” Provided is 48”Min. Two Way Communication: Section 1007.8 Two-way communication. A two-way communication system shall be provided at the elevator landing on each accessible floor that is one or more stories above or below the story of exit discharge. Common Path of Egress Travel: Table 1014.3 Common Path of Egress Travel. Occupancy with Sprinkler System B, S-2 100 feet R-2 125 feet According to table 1016.2 Exit Access Travel Distance Occupancy with Sprinkler System R-2 250’ B 300’ S-2 400’ No dead ends greater than 50 feet. The diagram shows the longest distance of travel. ACCESSIBILITY (Chapter 11): 2015 Minnesota Accessibility Code Public Common Spaces: Fully accessible as defined by the Minnesota State Accessibility Code and Americans with Disabilities Act (ADA) Dwelling Units (Section 1107.6.2): Type A: 2% of the total of 56 units = 2 dwelling units Type B: All remaining units Accessible Routes; 1104.1-At least on accessible route shall be provided from public transportation stops, accessible parking, accessible passenger loading zones and public streets or sidewalks top the accessible building entrance served. 1104.4-At least one accessible route shall connect each level in multi-level buildings. Parking; Accessible parking spaces 3 spaces are provided at the accessible entrance. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (Chapter 15): Table 1505.1 Class “B”required at Type V-A construction ELEVATORS (Chapter 30): Openings protected as per Chapter 7 (3002) Approved signage shall be posted adjacent to each elevator’s call station on each floor. Hoistways of elevators having a travel of 25’or more shall be provided with a means of venting smoke and hot gases to the outer air in case of fire. (3004.1) ENERGY CODE: The building envelope has been designed in compliance with ASHRAE 90.1-2010 utilizing the prescriptive code option. • Roof (insulation entirely above deck)-Average of R-30ci (Minimum) • Metal Framed walls-R-13 +R-7.5ci (or equal) • Mass walls (Parking level)-R-7.5ci • Below Grade walls –R-7.5ci • Unheated slabs R-15 for 24”below • Heated slabs R-20 for 48”below ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:23:57 PM ORONO APARTMENTS PERMIT SET Codes Sheet A100.2 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1" = 30'-0"A300 A100.2 1 Lower Level Codes Plan 1" = 30'-0"A300A100.2 2 First Level Codes Plan 1" = 30'-0"A300 A100.2 3 Second Level Codes Plan 1" = 30'-0"A300 A100.2 4 Loft Level Codes Plan MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE AREA PER OCCUPANT AREA UNIT ACCESSORY STORAGE AND MECH EQUIP ROOMS 300 SF GROSS AGRICULTURAL BUILDING 300 SF GROSS AIRCRAFT HANGERS 500 SF GROSS AIRPORT BAGGAGE CLAIM 20 SF GROSS AIRPORT BAGGAGE HANDLING 300 SF GROSS AIRPORT CONCOURSE 100 SF GROSS AIRPORT WAITING AREAS 15 SF GROSS ASSEMBLY - FIXED SEATING SEE SECTION 1004.6 ASSEMBLY - GAMING FLOOR 11 SF GROSS ASSEMBLY - NON FIXED - CONCENTRATED CHAIRS 7 SF NET ASSEMBLY - NON FIXED - STANDING SPACE 5 SF NET ASSEMBLY - NON FIXED - UNCONCENTRATED 15 SF NET BOWLING CENTERS 7 SF NET BUSINESS AREAS 100 SF GROSS COURTROOMS - OTHER THAN FIXED SEATING 40 SF NET DAYCARE 35 SF NET DORMITORIES 50 SF GROSS EDUCATIONAL - CLASSROOM 20 SF NET EDUCATIONAL - SHOPS & VOCATIONAL 50 SF NET EXERCISE ROOMS 50 SF GROSS H-5 FABRICATION & MANUF. AREAS 200 SF GROSS INDUSTRIAL AREAS 100 SF GROSS INSTITUTIONAL - INPATIENT TREATMENT 240 SF GROSS INSTITUTIONAL - OUTPATIENT AREAS 100 SF GROSS INSTITUTIONAL - SLEEPING AREAS 120 SF GROSS KITCHENS - COMMERCIAL 200 SF GROSS LIBRARY - READING ROOM 50 SF NET LIBRARY - STACK AREA 100 SF GROSS LOCKER ROOMS 50 SF GROSS MERCANTILE - AREAS ON OTHER FLOORS 60 SF GROSS MERCANTILE - BASEMENT & GRADE FLOOR AREAS 30 SF GROSS MERCANTILE - STORAGE, STOCK & SHIPPING 300 SF GROSS PARKING GARAGES 200 SF GROSS RESIDENTIAL 200 SF GROSS SKATING RINK & SWIMMING POOL AREAS 50 SF GROSS SKATING RINK & SWIMMING POOL DECKS 15 SF GROSS STAGES & PLATFORM 15 SF NET WAREHOUSES 500 SF GROSS # REVISION DATE UP UPUP UP A3003 A300 A300 A300 1 4 2 1 A400 5 A400 4 A400 3 A400 2 A400 A3011 A301 2 A500 1 A501 1 A501 5 A502 1 A502 6 10 A502 MECH. 1 STO. 2 BATH 3 LOBBY 4 PARKING AREA 5 A B2 E I K M MDGHJCENTER CENTER B B 66' - 0"36' - 0"36' - 0" 72' - 0"72' - 0"132' - 0" 3' - 0"66' - 0"3' - 0" 138' - 0" L L B1 B4 J1 K1 32' - 0"9' - 0"190' - 0"9' - 0"30' - 0" 270' - 0" 11 2 2 44 7 7 13 4 ' - 4 3 / 4 " 33 ' - 7 1 / 4 " 66 ' - 0 " 68 ' - 4 3 / 4 " 33 ' - 7 1 / 4 " 16 8 ' - 0 " 16 8 ' - 0 " 276' - 0" 66 ' - 0 " 45 4 11 1 1 1 7 7 7 1 2 3 4 5 6 7 10 8 9 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 55565758596061626364 65 66 67 68 69 70 71 72 73 74 F 4' - 0 " 3' - 0"33' - 0"33' - 0"3' - 0" 1 1 1 1 OFFICE 744 CONC. STOOP ABOVE CONC. STOOP ABOVE CONC. STOOP ABOVE 70 ' - 0 " 55 66 33 B3 B3 J2 J2CA CA CB CB CC CC CD CD CE CE CF CF CG CG CH CH CI CI C2C2 C3C3 C5C5 C4.1C4.1 CB.1 CB.1 CC.1 CC.1 CG.1 CG.1 20' - 0"32' - 0"24' - 0"6' - 0"24' - 0"36' - 0"30' - 0"30' - 0"22' - 0"8' - 0"24' - 0"20' - 0" 17 ' - 0 " 32 ' - 0 " 25 ' - 0 " 30 ' - 0 " 64 ' - 0 " 17' - 0"32' - 0"24' - 0"6' - 0"24' - 0"36' - 0"30' - 0"30' - 0"22' - 0"8' - 0"24' - 0"17' - 0" 17 ' - 0 " 32 ' - 0 " 25 ' - 0 " 30 ' - 0 " 64 ' - 0 " STAIR_1 745 STAIR_3 750 STAIR_4 753 STAIR_5 756 64 ' - 0 " 64' - 0"64' - 0" 3 4 3 3 4 4 4 14 16 FD FD FD FDFD FD FD FD FD GENERAL NOTES -UNIT AND BUILDING PLANS 1. ALL SHOWN DIMENSIONS ARE TO THE FACE OF STUD, CENTERLINE OF PARTY WALL, CENTERLINE OF WINDOW, FACE OF CONCRETE OR CENTER OF COLUMNS, UNO. 2. ALL PLUMBING WALL ARE WOOD STUD 2" X 6" . SE UNIT PLANS FOR LOCATIONS. 3. ALL SINGLE STUD PLUMBING WALLS, PARTY WALLS AND EXTERIOR WALLS SHALL HAVE CAULKING AROUND PENETRATIONS AND SILL PLATES AGAINST AIR INFILTRATION AND FOR FIRE CAULKING PER CODE. 4. MECHANICAL AND PLUMBING PENETRATIONS OF FLOORS, CEILINGS NAD WALLS SHALL BE SEALED AIRTIGHT WITH FIRE CAULKING PER CODE. 5. ALL CHANGES INFLOOR MATERIALS OCCUR AT CENTERLINE OF DOOR OR FRAMED OPENING OR FIN WALL, TYP. 6. VERIFY FRAMING DIMENSIONS WITH MANUFACTURERS NOMINAL ROUGH-IN DIMENSIONS SPECIFICATIONS TO ENSURE PROPER FIT FOR WINDOWS, DOORS, CABINETS, APPLIANCES, BATHROOM FIXTURES AND ACCESSORIES. 7. PROVIDE APPROVED / CERTIFIED SEPERATION OF ALL DISSIMILAR METALS TO PREVENT THE ACTION OF ELECTROLYSIS. 8. ALL OUTLETS LECATED AT PARTY WALLS SHALL BE STAGGERED MIN. 6" 9. MAINTAIN ONE HOUR FIRE RESISTIVE WALL CONSTRUCTION AT BUILT IN FIXTURES SUCH AS MAILBOXES, MEDICINE CABINETS, FIRE EXTINGUISHER CABINETS AND ELECTRICAL OUTLET PANELS EXCEEDING 16 SQ. AS WELL AS BEHIND BATHTUB AND SHOWER ENCLOSURES 10. BEDROOM WINDOWS FOR THE PURPOSE OF EMERGENCY ESCAPE AND RESCUE SHALL HAVE A MIN. CLEAR OPEN AREA OF 5.7 SF. THE MIN. WIDTH DIMENSION IS 20", AND A MIN. CLEAR OPEN HEIGHT IS 24". 11. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. 12. INSIDE RESIDENTIAL UNITS INTERIOR WALLS PROVIDE R-13 FACED BATT INSULATION IN WALLS (1)AROUND WET AREAS -BATHROOMS, POWDER ROOMS, LAUNDRY ROOMS AND KITCHENS AND (2) AROUND BEDROOMS AND DENS. ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:23:58 PM ORONO APARTMENTS PERMIT SET Lower Level Floor Plan A101 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/8" = 1'-0"A300 A101 1 Lower Level - 31,692 SF GROSS AREA (74 PARKING SPACES) # REVISION DATE DN UP UP DN UP DN UP DNUP DN A3003 A300 A300 A300 1 4 2 1 A400 5 A400 4 A400 3 A400 2 A400 A3011 A301 2 A500 2A500 6 A501 2 A501 6 A502 2 A502 7 UNIT 1 122 UNIT 1 123UNIT 1 106 UNIT 1 105 UNIT 7 121 UNIT 7 124 UNIT 2 125 UNIT 2 120 LIVING / DINING 6 WIC 7 MECH. 8 WH 9 BEDROOM 1 10BATH 11 COATS 12 W/D 13 KITCHEN 14 BEDROOM 2 15 FOYER 16 CLO. 17 BATH 18 BALCONY 19 BEDROOM 2 20 CLO. 21 KITCHEN 22 LIVING / DINING 23 FOYER 24 MECH. 25 WH 26 WIC 27 W/D 28 COATS 29 BATH 30BATH 31 BEDROOM 1 32 BALCONY 33 BALCONY 34 MECH. 35 BEDROOM 36WIC 37BATH 38 COATS 39 LAUNDRY 40 WH 41 KITCHEN 42 LIVING / DINING 43 BEDROOM 44 WIC 45 KITCHEN 46 LIVING 47 MECH. 48 BALCONY 49 BATH 50 COATS 51 BEDROOM 1 52 BATH 53CLO. 54 WH 55 KITCHEN 56 FOYER 57 BEDROOM 2 58 CLO. 59 BATH 60 DESK 61 BALCONY 62 MECH. 63 UNIT 2 119 BEDROOM 1 64 BATH 65 CLO. 66 CLO. 67 CLO. 68 LIVING / DINING 69 CLO. 70 CLO. 71 FOYER 72 WH 73 KITCHEN 74 LIVING / DINING 75 DESK 76 BEDROOM 2 77CLO. 78 BATH 79 BALCONY 80 UNIT 4 118 BATH 81 WIC 82 LAUNDRY 83 BATH 84 WIC 85 BEDROOM 1 86 BEDROOM 2 87 COATS 88 KITCHEN 89 LIVING / DINING 90 FOYER 91 MECH. 92 BALCONY 93 UNIT 7 117 BATH 94 COATS 95 LAUNDRY 96 WIC 97 BEDROOM 98 MECH. 99 BALCONY 100 KITCHEN 101 LIVING / DINING 102 UNIT 6 116 BALCONY 103 MECH. 104 BEDROOM 105 WIC 106 KITCHEN 107 LIVING / DINING 108 BATH 109 COATS 110 LAUNDRY 111 UNIT 10 115 BATH 157 WIC 158 WH 159 BEDROOM 2 160 DEN 161 CLO. 162 BEDROOM 1 163 MECH. 164 WIC 165 BATH 166 COATS 167 LAUNDRY 168 KITCHEN 169 HALL 170 LIVING / DINING 171 DESK 172 BALCONY 173 BALCONY 174 UNIT 9 114 MECH. 175 LIVING 176 WH 177 W/D 178 HALL 179 SLEEPING 180 WIC 181 COATS 182 BATH 183 BALCONY 184 UNIT 7 113 LIVING 185 KITCHEN 186 MECH. 187 BEDROOM 188 WIC 189 BATH 190 COATS 191 LAUNDRY 192 BALCONY 193 UNIT 6 112 KITCHEN 116 LIVING / DINING 117 MECH. 113 BEDROOM 114 WIC 115 BATH 118 COATS 119 LAUNDRY 120 WH 194WH 195 UNIT 6 111 BALCONY 112 MECH. 200 LIVING / DINING 201 KITCHEN 202 COATS 203 BATH 204 LAUNDRY 205 WIC 206 WH 207 BEDROOM 208UNIT 3 110 BEDROOM 2 209 WIC 210 W/D 211 COATS 212 FOYER 213 BATH 214 WH 215 BATH 216 KITCHEN 217 LIVING 218 CLO. 219 BEDROOM 1 220 BALCONY 221 MECH. 222 CLO. 223 BATH 224BEDROOM 2 225 CLO. 226 CLO. 227 FOYER 228 LIVING / DINING 229 DESK 230 BEDROOM 1 231 BATH 232 CLO. 233 WH 234 KITCHEN 235 UNIT 2 109 BALCONY 236 UNIT 6 108 BEDROOM 123 WIC 124 BATH 127 WH 196 LAUNDRY 129 COATS 128 LIVING / DINING 126 KITCHEN 125MECH. 122 BALCONY 121 UNIT 7 107 LIVING 237 KITCHEN 238 MECH. 239 BEDROOM 240 WIC 241 WH 242 LAUNDRY 243 BATH 244 COATS 245 BALCONY 246 FOYER 247 CLO. 248 BEDROOM 2 249 KITCHEN 250 LIVING / DINING 251 MECH. 252 WH 253 WIC 254 BEDROOM 1 255 BATH 256 BATH 257 COATS 258 W/D 259 BALCONY 260 BEDROOM 2 261 CLO. 262 KITCHEN 263 LIVING / DINING 264 MECH. 265 WH 266 WIC 267 BEDROOM 1 268 W/D 269 BATH 270 BATH 271 COATS 272 BALCONY 273 UNIT 2 104 BEDROOM 1 274 BATH 275 CLO. 276 WH 277 KITCHEN 278 FOYER 279 LIVING / DINING 280 MECH. 281 BATH 282 CLO. 283 CLO. 284 CLO. 285 BEDROOM 2 286 BALCONY 287 UNIT 2 103 BEDROOM 288 BATH 289 CLO. 290 WH 291 KITCHEN 292 LIVING / DINING 293 MECH. 294 BEDROOM 295 DESK 296 CLO. 297BATH 298 BALCONY 299 DESK 300 FOYER 301 CLO. 302 CLO. 303 BEDROOM 2 304 LIVING / DINING 305 MECH. 306 CLO. 307 DESK 308 CLO. 309 BATH 310 CLO. 311 FOYER 312 KITCHEN 313 BEDROOM 1 314 BATH 315 CLO. 316 WH 317 LAUNDRY 318 UNIT 2 101UNIT 8 102 KITCHEN 319 LIVING 320 MECH. 321 BEDROOM 322 WIC 323 BATH 324 COATS 325 LAUNDRY 326 WH 327 HALL 328 BALCONY 329 BEDROOM 1 330 BATH 331 CLO. 332 WH 333 KITCHEN 334 FOYER 335 CLO. 336 BATH 337 CLO. 338 CLO. 339 DESK 340 LIVING / DINING 341 BEDROOM 2 342 MECH. 343 BALCONY 344 BALCONY 345 UNIT 2 126 LIVING / DINING 346BEDROOM 2 347 BATH 348 CLO. 349 WH 350 KITCHEN 351 FOYER 352 BEDROOM 1 353 CLO. 354 CLO. 355 BATH 356 CLO. 357 MECH. 358 BALCONY 359 COMMUNITY ROOM 360 OFFICE 361 ENTRY VESTIBULE 362 LOBBY 363 LOUNGE 364 HALLWAY 365 EXERCISE ROOM 366 A B2 E I K M MDGH 36' - 0" J 36' - 0" CENTER CENTER B B L L 135' - 0"135' - 0" B1 32' - 0" B4 9' - 0" J1 190' - 0" K1 9' - 0"30' - 0" 270' - 0" 24' - 0"24' - 0"24' - 0"22' - 0"48' - 0"24' - 0"24' - 0" 30' - 0"36' - 0" MECH. 367 132' - 0" 276' - 0" 11 2 2 44 7 7 13 4 ' - 4 3 / 4 " 33 ' - 7 1 / 4 " 36 ' - 0 " 35 ' - 1 1 5 / 8 " 36 ' - 0 " 26 ' - 5 1 / 8 " 33 ' - 7 1 / 4 " 16 8 ' - 0 " 16 8 ' - 0 " 10 ' - 3 1 / 8 " 26 ' - 1 5 / 8 " 24 ' - 0 " 36 ' - 0 " 38 ' - 0 " 36 ' - 4 3 / 4 " 33 ' - 7 1 / 4 " 10 2 ' - 0 " 4' - 0 " 33 ' - 7 1 / 4 " 10 ' - 4 3 / 4 " 24 ' - 0 " 34 ' - 0 " --- - A105 3 A105 4 A105 5 A105 6 A106 1 A106 2 A106 3 A105 2 A105 1 --- - 12' - 0" 10 ' - 7 3 / 8 " 16' - 0" 5' - 0" 6' - 2" 7' - 4" 5' - 0" 8' - 6 5/8" 5' - 0 " 6' - 0 " 5' - 0 " 5' - 0" 9' - 2" 7' - 7" 10 ' - 2 " 16' - 0" 12' - 0" 11 ' - 1 1 1 / 2 " 14' - 9 1/8"10' - 3 1/16" 25' - 2"8' - 10 13/16" 10 ' - 3 " 36' - 2 3/8" 25 ' - 8 1 / 8 " 7' - 6"7' - 6"12' - 4"17' - 4"12' - 4"7' - 6"7' - 6"7' - 6"7' - 6"12' - 4"17' - 4"7' - 6"7' - 6"12' - 4" 7' - 3"19' - 1"5' - 8"5' - 8"17' - 1"7' - 3"5' - 0"13' - 2"5' - 10"5' - 9"10' - 3"8' - 0"5' - 9"10' - 3"8' - 0"5' - 9"10' - 3"8' - 0"5' - 7"13' - 11"12' - 6"8' - 4"7' - 8"5' - 10"13' - 2"5' - 0"6' - 3"9' - 9"6' - 0" 14' - 0"12' - 3"4' - 3"5' - 6"14' - 0"12' - 6"5' - 8" 12' - 4"13' - 0" 5' - 0" 6' - 1 0 " 8' - 1 1 / 4 " 6' - 4 3 / 4 " 6' - 5 3 / 8 " 13 ' - 7 " 5' - 4 5 / 8 " 14 ' - 0 " 12 ' - 7 " 4' - 0 3 / 8 " 5' - 5 5 / 8 " 14 ' - 0 " 4' - 1 " 12 ' - 5 " 5' - 9 " 14 ' - 0 " 11 ' - 2 " 5' - 1 " 12' - 8" 8' - 2 1 / 4 " 6' - 9 " 5' - 1 0 3 / 4 " 14 ' - 2 " 12 ' - 3 " 9' - 7 " 14 ' - 0 " 12 ' - 5 " 6' - 9 " 8' - 2 1 / 4 " 4' - 8 " 5' - 8 3 / 4 " 5' - 2 " 12 ' - 7 " 6' - 3 " 3' - 1 1 " 12 ' - 6 " 13 ' - 1 1 " 6' - 9 " 7' - 7 1 / 4 " 5' - 7 1 / 4 " 11 ' - 2 " 13 ' - 7 1 / 2 " 6' - 0 " 6' - 6 1 / 2 " 9' - 5 " 8' - 0 1 / 2 " 5' - 6 " 14 ' - 0 " 12 ' - 7 " 3' - 1 1 " 7' - 9 " 11 ' - 5 1 / 2 " 10 ' - 4 1 / 2 " 8' - 5 " 3223 1 2 2 1 3 2 2 2 1 212 21. 12 212222 1 2 2 1 2 2 1 132231 1 2 3 2 2 2 2 2 1 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 1 2 2 2 2 1 2 2 1 2 2 2 3 4 4 3 3 3 2 2 3 2 3 2 2 3 2 7 6 6 36' - 0"36' - 0"36' - 0"36' - 0" 10 2 ' - 0 " 32 ' - 0 " F 6' - 0"5' - 6"4' - 10"6' - 6" 2 FOYER 569 22 2 3 33 3 2 2 2 2 2 2 3 2 2 CONC.STOOP 4' - 0" CO N C . S T O O P 10 ' - 4 3 / 4 " 4' - 0" 10 ' - 4 3 / 4 " CO N C . S T O O P 4' - 0 " 4' - 0 " 55 66 33 B3 B3 J2 J2 6 6 6 STAIR_1 746 STAIR_2 748 STAIRS_3 751 STAIR_4 754 STAIR_5 757 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) TO S T O N E / S I D I N G T R A N S I T I O N 1' - 6 " 16 ' - 1 3 / 4 " TO S T O N E / S I D I N G T R A N S I T I O N 1' - 6 " 16 ' - 1 3 / 4 " A402 10 A402 10 Sim 4 12 12 4 7 4 5 56 5 54 6 5 4 5 4 7 5 6 11 12 4 5 5 4 5 4 7 6 5 12 4 5 5 4 5 4 7 6 5 4 5 4 5 7 95 7 8 4 5 4 5 7 9 5 8 5 4 4 5 4 5 5 5 7 5 4 4 5 55 5 5 7 5 4 4 5 4 5 5 5 7 8 8 8 5 4 4 5 4 5 5 5 7 8 5 4 4 5 4 5 5 5 7 8 5 5 4 4 5 5 4 7 11 11 4 4 4 5 4 5 5 5 7 8 5 4 4 5 455 5 7 8 5 4 4 5 45 5 5 7 8 4 5 4 5 7 9 5 8 4 5 5 4 9 5 7 4 5 5 4 9 5 7 4 5 4 5 7 9 5 8 4 5 4 5 7 5 5 7 8 4 55 4 5 5 7 4 5 5 4 9 5 7 5 5 4 4 4 5 5 5 9 8 10 11 77 10 4 5 8 5 4 56 5 5 4 5 7 4 7 4 4 5 5 5 9 4 4 4. 1 4. 1 4.14.1 77 7 7 7 4 3 MECH. 760 3 3 2 MAIL ROOM 762 3 2 GENERAL NOTES -UNIT AND BUILDING PLANS 1. ALL SHOWN DIMENSIONS ARE TO THE FACE OF STUD, CENTERLINE OF PARTY WALL, CENTERLINE OF WINDOW, FACE OF CONCRETE OR CENTER OF COLUMNS, UNO. 2. ALL PLUMBING WALL ARE WOOD STUD 2" X 6" . SE UNIT PLANS FOR LOCATIONS. 3. ALL SINGLE STUD PLUMBING WALLS, PARTY WALLS AND EXTERIOR WALLS SHALL HAVE CAULKING AROUND PENETRATIONS AND SILL PLATES AGAINST AIR INFILTRATION AND FOR FIRE CAULKING PER CODE. 4. MECHANICAL AND PLUMBING PENETRATIONS OF FLOORS, CEILINGS NAD WALLS SHALL BE SEALED AIRTIGHT WITH FIRE CAULKING PER CODE. 5. ALL CHANGES INFLOOR MATERIALS OCCUR AT CENTERLINE OF DOOR OR FRAMED OPENING OR FIN WALL, TYP. 6. VERIFY FRAMING DIMENSIONS WITH MANUFACTURERS NOMINAL ROUGH-IN DIMENSIONS SPECIFICATIONS TO ENSURE PROPER FIT FOR WINDOWS, DOORS, CABINETS, APPLIANCES, BATHROOM FIXTURES AND ACCESSORIES. 7. PROVIDE APPROVED / CERTIFIED SEPERATION OF ALL DISSIMILAR METALS TO PREVENT THE ACTION OF ELECTROLYSIS. 8. ALL OUTLETS LECATED AT PARTY WALLS SHALL BE STAGGERED MIN. 6" 9. MAINTAIN ONE HOUR FIRE RESISTIVE WALL CONSTRUCTION AT BUILT IN FIXTURES SUCH AS MAILBOXES, MEDICINE CABINETS, FIRE EXTINGUISHER CABINETS AND ELECTRICAL OUTLET PANELS EXCEEDING 16 SQ. AS WELL AS BEHIND BATHTUB AND SHOWER ENCLOSURES 10. BEDROOM WINDOWS FOR THE PURPOSE OF EMERGENCY ESCAPE AND RESCUE SHALL HAVE A MIN. CLEAR OPEN AREA OF 5.7 SF. THE MIN. WIDTH DIMENSION IS 20", AND A MIN. CLEAR OPEN HEIGHT IS 24". 11. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. 12. INSIDE RESIDENTIAL UNITS INTERIOR WALLS PROVIDE R-13 FACED BATT INSULATION IN WALLS (1)AROUND WET AREAS -BATHROOMS, POWDER ROOMS, LAUNDRY ROOMS AND KITCHENS AND (2) AROUND BEDROOMS AND DENS. ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:00 PM ORONO APARTMENTS PERMIT SET First Level Floor Plan A102 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/8" = 1'-0"A300 A102 1 First Level - 31,692 SF GROSS AREA # REVISION DATE DN DN DNDN DNUP UP UP A3003 A300 A300 A300 1 4 2 1 A400 5 A400 4 A400 3 A400 2 A400 A3011 A301 2 A500 3A500 7 A501 3 A501 7 A502 3A502 8 10 A502 A B2 E I K M MDGHJCENTER CENTER B B L L B1 B4 J1 K1 11 2 2 44 7 7 36' - 0"36' - 0" 36' - 0"36' - 0" UNIT 1 206 UNIT 1 205 7' - 6"7' - 6"12' - 4"17' - 4"12' - 4"7' - 6"7' - 6" 276' - 0" 132' - 0"36' - 0"36' - 0" 7' - 6"7' - 6"12' - 4"17' - 4"12' - 4"7' - 6"7' - 6" 7' - 3"19' - 1"5' - 8"5' - 9"10' - 3"8' - 0"5' - 9" UNIT 6 212UNIT 6 211 UNIT 3 210 10' - 3"8' - 0"5' - 10" UNIT 10 215UNIT 9 214 UNIT 7 213 13' - 2"5' - 0"6' - 3"9' - 9"6' - 0"5' - 7"13' - 11"12' - 6"8' - 4" UNIT 4 218 UNIT 7 217UNIT 6 216 7' - 8"5' - 9"10' - 3"8' - 0"5' - 10"13' - 2"5' - 0"5' - 8"17' - 1"7' - 3" 24' - 0"24' - 0"24' - 0"22' - 0"48' - 0"24' - 0"24' - 0" 270' - 0" 32' - 0"9' - 0"94' - 0"96' - 0"9' - 0"30' - 0" UNIT 1 222 UNIT 1 223 16 8 ' - 0 " 6' - 1 0 " 8' - 1 1 / 4 " 6' - 4 3 / 4 " 13 ' - 7 " 5' - 5 " 6' - 5 " 14 ' - 0 " 12 ' - 7 " 4' - 0 " 5' - 6 " 14 ' - 0 " 4' - 1 " 12 ' - 5 " 5' - 9 " 14 ' - 0 " 5' - 1 " 11 ' - 2 " 33 ' - 7 1 / 4 " 26 ' - 4 3 / 4 " 36 ' - 0 " 36 ' - 0 " 36 ' - 0 " UNIT 7 221 UNIT 2 220 UNIT 2 219 10 ' - 7 3 / 8 " UNIT 7 224 UNIT 2 225 6' - 9 " 8' - 2 1 / 4 " 5' - 2 3 / 4 " 11 ' - 5 " 12 ' - 7 " 5' - 2 " 3' - 1 1 " 12 ' - 6 " 13 ' - 1 1 " 10 2 ' - 0 " 34 ' - 0 " 24 ' - 0 " 10 ' - 4 3 / 4 " 33 ' - 7 1 / 4 " 10 2 ' - 0 " 6' - 9 " 8' - 2 1 / 4 " 5' - 1 0 3 / 4 " 14 ' - 2 " 12 ' - 3 " 9' - 7 " 14 ' - 0 " 12 ' - 5 " 32 ' - 0 " 36 ' - 4 3 / 4 " 33 ' - 7 1 / 4 " UNIT 8 202 F 12' - 8" 6' - 6" 4' - 10"5' - 6"14' - 0"12' - 3"4' - 3"5' - 8"25' - 4"5' - 0"5' - 6"14' - 0"12' - 6" UNIT 2 226 UNIT 2 201 6' - 9 " 7' - 7 1 / 4 " 5' - 2 3 / 4 " 11 ' - 6 1 / 2 " 13 ' - 7 1 / 2 " 6' - 0 " 6' - 6 1 / 2 " 9' - 5 " 8' - 0 1 / 2 " 3' - 1 1 " 12 ' - 7 " 14 ' - 0 " 5' - 6 " 7' - 9 " 2 11 ' - 5 1 / 2 " 10 ' - 4 1 / 2 " 8' - 5 " 33 ' - 7 1 / 4 " 10 ' - 3 1 / 8 " 26 ' - 1 5 / 8 " 24 ' - 0 " 36 ' - 0 " 38 ' - 0 " 16 8 ' - 0 " UNIT 7 207 UNIT 2 204 UNIT 6 208 UNIT 2 203 UNIT 2 209 12' - 0" 16' - 0" 5' - 0" 6' - 2" 5' - 0 " 8' - 7" 7' - 7" 5' - 0" 16' - 0" 10 ' - 2 " 11 ' - 1 1 1 / 2 " OPEN 382 STO. 383 LOUNGE 384 BATH 385 CLO. 386 BEDROOM 1 387 GUEST ROOM 388 CLO. 389 CLO. 390BATH 391 MECH. 392 13 ' - 7 3 / 4 " 9' - 5" 5' - 0 " LIVING / DINING 398 KITCHEN 399 MECH. 400 WH 401 WIC 402 BEDROOM 2 403 CLO. 404 BATH 405 BATH 406 W/D 407 COATS 408 BEDROOM 1 409 BALCONY 410 LIVING / DINING 411 BEDROOM 412 CLO. 413 WIC 414 WH 415LAUNDRY 416 BATH 417 COATS 418 BALCONY 419 KITCHEN 420 LIVING / DINING 421 CLO. 422 BATH 423 WH 424 KITCHEN 425 BEDROOM 1 426 MECH. 427 FOYER 428 CLO. 429 CLO. 430 BATH 431 CLO. 432 DESK 433 BEDROOM 2 434 BALCONY 435 BEDROOM 1 436 BATH 437 CLO. 438 WH 439 KITCHEN 440 LIVING / DINING 441 FOYER 442 CLO. 443 CLO. 444 BATH 445 CLO. 446 BEDROOM 2 447 DESK 448 MECH. 449 BALCONY 450 BEDROOM 2 451 WIC 452 BATH 453 LAUNDRY 454 COATS 455 LIVING / DINING 456 MECH. 457 BEDROOM 1 458 BATH 459 WIC 460 KITCHEN 461 FOYER 462 BALCONY 463 BATH 464 COATS 465 WIC 466 LAUNDRY 467 BEDROOM 468 MECH. 469 LIVING 470 KITCHEN 471 BALCONY 472 BATH 136 COATS 137 KITCHEN 134 LIVING / DINING 135 LAUNDRY 138 WH 197WIC 133 BEDROOM 132 MECH. 131 BALCONY 130 WIC 473 BATH 474 WH 475 BEDROOM 2 476 DEN 477 CLO. 478 KITCHEN 479 BATH 480 COATS 481 LAUNDRY 482 HALL 483 WIC 484 BEDROOM 1 485 DESK 486 LIVING / DINING 487 MECH. 488 BALCONY 489 BALCONY 490 BATH 491 COATS 492 WIC 493 SLEEPING 494 WH 495 LIVING 496 W/D 497 HALL 498 MECH. 499 BALCONY 500 KITCHEN 501 LIVING 502 BALCONY 503 MECH. 504 BEDROOM 505 WIC 506 BATH 507 LAUNDRY 508 COATS 509 KITCHEN 143 COATS 146 BATH 145 LAUNDRY 147 WIC 142 WH 198 BEDROOM 141 BALCONY 139 MECH. 140 LIVING / DINING 144 KITCHEN 510 COATS 511 BATH 512 LIVING / DINING 513 LAUNDRY 514 BEDROOM 515 BEDROOM 516 MECH. 517 WH 518 BEDROOM 2 519 WIC 520 W/D 521 COATS 522 FOYER 523 BATH 524 BATH 525 WH 526 LIVING 527 KITCHEN 528 BEDROOM 1 529 CLO. 530 MECH. 531 BALCONY 532 BEDROOM 2 533 CLO. 534 BATH 535 CLO. 536 CLO. 537 DESK 538 FOYER 539 LIVING / DINING 540 BEDROOM 1 541 BATH 542 CLO. 543 WH 544 KITCHEN 545 MECH. 546 BALCONY 547 BEDROOM 150 WIC 151 BATH 154 LAUNDRY 156 COATS 155 WH 199LIVING / DINING 153 KITCHEN 152MECH. 149 BALCONY 148 BEDROOM 548 MECH. 549 WIC 550 WH 551 BATH 552 LAUNDRY 553 COATS 554 LIVING 555 KITCHEN 556 BEDROOM 1 557 WIC 558 WH 559 MECH. 560 LIVING / DINING 561 KITCHEN 562 BEDROOM 2 563 CLO. 564 BATH 565 COATS 566 W/D 567 BATH 568 FOYER 570 BALCONY 571 BEDROOM 2 572 CLO. 573 FOYER 574 BATH 575 BATH 576 W/D 577 COATS 578 KITCHEN 579 LIVING / DINING 580 MECH. 581 WH 582WIC 583 BEDROOM 1 584 BALCONY 585 BEDROOM 1 586 LIVING / DINING 587 BATH 588 CLO. 589 WH 590 MECH. 591 BEDROOM 2 592CLO. 593 CLO. 594 CLO. 595 BATH 596 KITCHEN 597 FOYER 598 DESK 599 BALCONY 600 BALCONY 601 BEDROOM 1 602 BATH 603 CLO. 604 WH 605 KITCHEN 606 LIVING / DINING 607 FOYER 608 CLO. 609 CLO. 610 DESK 611 BATH 612 CLO. 613 BEDROOM 2 614 BALCONY 615 MECH. 616 BEDROOM 617 MECH. 618 WIC 619 WH 620 BATH 621 LAUNDRY 622 COATS 623 HALL 624 KITCHEN 625 LIVING 626 BALCONY 627 BEDROOM 1 368 MECH. 381 LIVING / DINING 379 BATH 369 CLO. 370 WH 371 KITCHEN 372 FOYER 373 BEDROOM 2 380 CLO. 377DESK 378 CLO. 376 CLO. 374 BATH 375 BALCONY 628 LOBBY 629 BALCONY 630 BEDROOM 2 631LIVING 632 CLO. 633 CLO. 634 BATH 635 CLO. 636 KITCHEN 637 FOYER 638 MECH. 639 WH 640 BALCONY 641 BEDROOM 2 642 CLO. 643 BATH 644 FOYER 645 CLO. 646 DESK 647 LIVING / DINING 648 KITCHEN 649 BEDROOM 1 650 BATH 651 WH 652 CLO. 653 CLO. 654 MECH. 655 BALCONY 656 MECH. 657 BEDROOM 658 WIC 659 BATH 660 LAUNDRY 661 COATS 662 KITCHEN 663 LIVING 664 BALCONY 665 LIVING / DINING 666 MECH. 667 WH 668 WIC 669 BEDROOM 1 670 COATS 671 W/D 672 BATH 673 BATH 674 KITCHEN 675 BEDROOM 2 676 CLO. 677 FOYER 678 HALLWAY 679 STORAGE 680 STORAGE 681 3 2 2 22 3 3 2 2 3 3 3 2 2 3 2 2 3 2 2 3 3 3 3 --- - 4' - 0 " 4' - 0 " 55 33 ' - 7 1 / 4 " 68 ' - 4 3 / 4 " 15 ' - 7 1 / 4 " 36 ' - 3 3 / 4 " 14 ' - 1 " 66 33 B3 B3 J2 J2 22 STAIR_1 747 STAIR_2 749 STAIRS_3 752 STAIR_4 755 STAIR_5 758 TO S T O N E / S I D I N G T R A N S I T I O N 1' - 6 " 16 ' - 1 3 / 4 " TO S T O N E / S I D I N G T R A N S I T I O N 1' - 6 " 16 ' - 1 3 / 4 " A402 10 Sim A402 10 Sim 7 5 4 56 5 4 44 12 12 2 4 9 7 8 5 7 55 5 5 5 4 1 7 4 4 55 5 7 4 55 4 5 5 5 8 4 1 5 5 411 114 5 5 4 7 2 4 7 48 5 5 9 5 4 5 9 5 7 5 4 7 5 5 4 10 11 7 2 2 222222 BALCONY 761 7 4 8 9 5 7 10 4 5 5 4 9 4 7 8 4 4 4 4 4 4 7 66 1111 12 4 5 5 4 5 4 7 6 5 12 4 4 4 4 4 4 7 6 5 4 8 4 4 5 5 8 6 5 54 5 5 4 9 5 7 4 5 5 4 9 5 7 4 56 5 5 4 5 7 4 7 4 4 4 5 4 5 5 5 7 8 4 55 4 5 5 7 4 5 4 5 7 5 57 8 5 4 4 5 4 55 5 7 8 5 4 4 5 4 5 5 5 7 8 4 4 5 5 5 5 5 4 4 5 4 5 5 5 7 8 4 4 5 4 4 5 4 5 5 5 7 8 4 5 4 5 7 5 5 8 5 4 4 5 4 5 5 5 7 8 4 4 4 7 7 5 4 4 11 4 1 1 2 2 2 1 1 1 1 1 2 7 7 4 7 5 2 2 332233 2 2 2 2 2 2 2 2 332 21 2 2 2 2 2 2 2 2 11 2 2 2 2 2 2 2 2 22 22222 2 2 2 2 2 1 2 2 2 2 2 1 1 1 1 GENERAL NOTES -UNIT AND BUILDING PLANS 1. ALL SHOWN DIMENSIONS ARE TO THE FACE OF STUD, CENTERLINE OF PARTY WALL, CENTERLINE OF WINDOW, FACE OF CONCRETE OR CENTER OF COLUMNS, UNO. 2. ALL PLUMBING WALL ARE WOOD STUD 2" X 6" . SE UNIT PLANS FOR LOCATIONS. 3. ALL SINGLE STUD PLUMBING WALLS, PARTY WALLS AND EXTERIOR WALLS SHALL HAVE CAULKING AROUND PENETRATIONS AND SILL PLATES AGAINST AIR INFILTRATION AND FOR FIRE CAULKING PER CODE. 4. MECHANICAL AND PLUMBING PENETRATIONS OF FLOORS, CEILINGS NAD WALLS SHALL BE SEALED AIRTIGHT WITH FIRE CAULKING PER CODE. 5. ALL CHANGES INFLOOR MATERIALS OCCUR AT CENTERLINE OF DOOR OR FRAMED OPENING OR FIN WALL, TYP. 6. VERIFY FRAMING DIMENSIONS WITH MANUFACTURERS NOMINAL ROUGH-IN DIMENSIONS SPECIFICATIONS TO ENSURE PROPER FIT FOR WINDOWS, DOORS, CABINETS, APPLIANCES, BATHROOM FIXTURES AND ACCESSORIES. 7. PROVIDE APPROVED / CERTIFIED SEPERATION OF ALL DISSIMILAR METALS TO PREVENT THE ACTION OF ELECTROLYSIS. 8. ALL OUTLETS LECATED AT PARTY WALLS SHALL BE STAGGERED MIN. 6" 9. MAINTAIN ONE HOUR FIRE RESISTIVE WALL CONSTRUCTION AT BUILT IN FIXTURES SUCH AS MAILBOXES, MEDICINE CABINETS, FIRE EXTINGUISHER CABINETS AND ELECTRICAL OUTLET PANELS EXCEEDING 16 SQ. AS WELL AS BEHIND BATHTUB AND SHOWER ENCLOSURES 10. BEDROOM WINDOWS FOR THE PURPOSE OF EMERGENCY ESCAPE AND RESCUE SHALL HAVE A MIN. CLEAR OPEN AREA OF 5.7 SF. THE MIN. WIDTH DIMENSION IS 20", AND A MIN. CLEAR OPEN HEIGHT IS 24". 11. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. 12. INSIDE RESIDENTIAL UNITS INTERIOR WALLS PROVIDE R-13 FACED BATT INSULATION IN WALLS (1)AROUND WET AREAS -BATHROOMS, POWDER ROOMS, LAUNDRY ROOMS AND KITCHENS AND (2) AROUND BEDROOMS AND DENS. ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:03 PM ORONO APARTMENTS PERMIT SET Second Level Floor Plan A103 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/8" = 1'-0"A300 A103 1 Second Level - 31,692 SF GROSS AREA # REVISION DATE DN DN DN A3003 A300 A300 A300 1 4 2 1 A400 5 A400 4 A400 3 A400 2 A400 A3011 A301 2 A500 4 A500 8 A502 4 A502 9 10 A502 A B2 E I K M MDGHJCENTER CENTER B B L L B1 B4 J1 K1 11 2 2 44 7 7 F 32' - 0"4' - 3 15/16" 4' - 8 1/16" 190' - 0"4' - 7 5/8" 4' - 4 3/8" 30' - 0" 4' - 5 5/8"14' - 6 3/8"3' - 11"12' - 7"13' - 11"5' - 7"5' - 7"13' - 8"12' - 9"16' - 0"5' - 7"13' - 11"12' - 6"20' - 1"12' - 3"14' - 2 11/16"21' - 11 1/4" 36' - 0"48' - 0"48' - 0"47' - 5 1/2"9' - 5 1/8" 4' - 0 " 64 ' - 4 3 / 4 " 33 ' - 7 1 / 4 " 14 ' - 1 " 36 ' - 3 3 / 4 " 15 ' - 7 1 / 4 " 36 ' - 0 3 / 8 " 15 ' - 8 1 5 / 1 6 " UNIT 10 302 UNIT 10 303 UNIT 2 304UNIT 2 301 GUEST ROOM 393 BATH 394 CLO. 395 STO. 396 STO. 397 5" / 1'-0" 5" / 1'-0" 5" / 1 ' - 0 " 5" / 1'-0" 5" / 1'-0" 5" / 1 ' - 0 " BEDROOM 2 682 CLO. 683 BATH 684 FOYER 685 CLO. 686 CLO. 687 DESK 688 LIVING / DINING 689 KITCHEN 690 MECH. 691 BEDROOM 1 692 BATH 693 WH 694 CLO. 695 BEDROOM 1 696 WIC 697 BATH 698 COATS 699 HALL 700 LAUNDRY 701 MECH. 702 KITCHEN 703 LIVING / DINING 704 DEN 705 CLO. 706 WIC 707 WH 708 BATH 709 BEDROOM 2 710 BEDROOM 1 711 MECH. 712 LIVING / DINING 713 WIC 714 BATH 715 LAUNDRY 716 DESK 717 COATS 718 HALL 719 KITCHEN 720 DEN 721 CLO. 722 WIC 723 WH 724 BATH 725 BEDROOM 2 726 BEDROOM 2 727 CLO. 728 BATH 729 CLO. 730 CLO. 731 FOYER 732 KITCHEN 733 LIVING / DINING 734 CLO. 735 BATH 736 BEDROOM 1 737 MECH. 738 STO. 739 STO. 740 DESK 741 WH 742 HALLWAY 743 11 ' - 1 0 1 / 8 " 167' - 11 7/8" 168' - 0" 55 33 ' - 7 1 / 4 " 64 ' - 4 3 / 4 " 4' - 0 " 15 ' - 7 1 / 4 " 36 ' - 3 3 / 4 " 14 ' - 1 " 66 33 B3 B3 J2 J2 STAIR_5 759 5 5 4 55 5 8 7 4 5 5 4 4 5 9 5 5 8 4 7 10 11 5 5 4 4 9 5 5 8 4 7 10 11 5 5 4 7 5 5 5 8 4 7 1111 5 4 5 5 5 4 4 15 4 11 23 2 222 2 2 2 3 2 GENERAL NOTES -UNIT AND BUILDING PLANS 1. ALL SHOWN DIMENSIONS ARE TO THE FACE OF STUD, CENTERLINE OF PARTY WALL, CENTERLINE OF WINDOW, FACE OF CONCRETE OR CENTER OF COLUMNS, UNO. 2. ALL PLUMBING WALL ARE WOOD STUD 2" X 6" . SE UNIT PLANS FOR LOCATIONS. 3. ALL SINGLE STUD PLUMBING WALLS, PARTY WALLS AND EXTERIOR WALLS SHALL HAVE CAULKING AROUND PENETRATIONS AND SILL PLATES AGAINST AIR INFILTRATION AND FOR FIRE CAULKING PER CODE. 4. MECHANICAL AND PLUMBING PENETRATIONS OF FLOORS, CEILINGS NAD WALLS SHALL BE SEALED AIRTIGHT WITH FIRE CAULKING PER CODE. 5. ALL CHANGES INFLOOR MATERIALS OCCUR AT CENTERLINE OF DOOR OR FRAMED OPENING OR FIN WALL, TYP. 6. VERIFY FRAMING DIMENSIONS WITH MANUFACTURERS NOMINAL ROUGH-IN DIMENSIONS SPECIFICATIONS TO ENSURE PROPER FIT FOR WINDOWS, DOORS, CABINETS, APPLIANCES, BATHROOM FIXTURES AND ACCESSORIES. 7. PROVIDE APPROVED / CERTIFIED SEPERATION OF ALL DISSIMILAR METALS TO PREVENT THE ACTION OF ELECTROLYSIS. 8. ALL OUTLETS LECATED AT PARTY WALLS SHALL BE STAGGERED MIN. 6" 9. MAINTAIN ONE HOUR FIRE RESISTIVE WALL CONSTRUCTION AT BUILT IN FIXTURES SUCH AS MAILBOXES, MEDICINE CABINETS, FIRE EXTINGUISHER CABINETS AND ELECTRICAL OUTLET PANELS EXCEEDING 16 SQ. AS WELL AS BEHIND BATHTUB AND SHOWER ENCLOSURES 10. BEDROOM WINDOWS FOR THE PURPOSE OF EMERGENCY ESCAPE AND RESCUE SHALL HAVE A MIN. CLEAR OPEN AREA OF 5.7 SF. THE MIN. WIDTH DIMENSION IS 20", AND A MIN. CLEAR OPEN HEIGHT IS 24". 11. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. 12. INSIDE RESIDENTIAL UNITS INTERIOR WALLS PROVIDE R-13 FACED BATT INSULATION IN WALLS (1)AROUND WET AREAS -BATHROOMS, POWDER ROOMS, LAUNDRY ROOMS AND KITCHENS AND (2) AROUND BEDROOMS AND DENS. ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:05 PM ORONO APARTMENTS PERMIT SET Loft Level Floor Plan A104 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/8" = 1'-0"A300 A104 1 Loft Level - 10,560 SF GROSS AREA # REVISION DATE LIVING / DINING 23 KITCHEN 22 BEDROOM 2 20 MECH. 25 WH 26 WIC 27 FOYER 24 CLO. 21 BATH 30 BATH 31 COATS 29 W/D 28 BEDROOM 1 32 11' - 8 3/8" 35' - 4 15/16" 7' - 1 7/8" 13' - 11 5/16"8' - 0 1/4" 12 ' - 1 1 5 / 1 6 " 10 ' - 7 1 / 1 6 " 6' - 2 1 / 2 " 36' - 0" 33 ' - 7 1 / 4 " 28' - 11 7/16" 7 7 7 4 7 7 7 6 4 5 5 654 5 7 6 4 12 1 1 3 2 4 2 2 7 6 11 ' - 7 1 / 2 " 3' - 7" 6' - 3" 2' - 11 7/8"4' - 4"4' - 2" 4' - 4 5/8" 6' - 1 3/8" 3' - 5" 3' - 1 0 5 / 8 " 5' - 1 5/8" 8' - 3 5 / 8 " 14 ' - 8 9 / 1 6 " 6' - 2 3 / 8 " 11 ' - 1 1 5 / 8 " 11 ' - 1 0 9 / 1 6 " TY P . 2' - 1 0 " TYP. 2' - 6" 1' - 6 " BEDROOM 2 304 CLO. 307 BATH 310 FOYER 312 CLO. 311CLO. 309DESK 308 LIVING / DINING 305 KITCHEN 313MECH. 306 BEDROOM 1 314 BATH 315 WH 317 CLO. 316 35 ' - 1 1 5 / 8 " 13' - 4 3/16"11' - 4 7/8" 29' - 5 5/16" 4 5 5 5 4 5 5 4 2 1 2 8 7 7 7 7 6 4 11' - 3 7/8" 4' - 0 " 4' - 3 3 / 8 " 5' - 0 3/8" 2' - 1 1 / 2 " 1' - 6 " 7 10' - 7 1/8"4' - 5" 13 ' - 1 " 10 ' - 1 1 7 / 8 " 13 ' - 9 " 6' - 0 1 / 8 " 3' - 9 3 / 8 " 4' - 3 " 1' - 5 1/2" 4' - 3 1 / 4 " 2' - 0" 4 7 7 7 6 2' - 8 5/8" 6' - 8 7/8"7' - 8 1/4" 3' - 2 1/4" 3' - 2 3 / 4 " 2' - 1 0 " 2' - 6" BEDROOM 2 209 WIC 210 W/D 211 COATS 212 FOYER 213 KITCHEN 217 LIVING 218 MECH. 222 CLO. 219 BEDROOM 1 220 BATH 216 WH 215 BATH 214FOYER 213 4 7 7 7 7 6 6 5 4 5 7 5 4 7 5 37 ' - 0 1 5 / 1 6 " 30' - 9 7/8" 25 ' - 6 5 / 1 6 " 32' - 0" 3 2 2 2 15' - 2" 10' - 8" 8' - 9 1/2" 4' - 4"4' - 1"3' - 10"13' - 0 7/8" 4' - 8"2' - 6" 2' - 7 " 2' - 0" 3' - 6 " 2' - 8 " 1' - 10" 5' - 0" 7 7 2' - 0 " 1' - 3 " 4' - 7 " 7' - 4 " 6' - 4 " 8' - 8 1 / 8 " 15' - 5" 7 7 1' - 6" BATH 81 WIC 82 BEDROOM 2 87 LAUNDRY 83 FOYER 91 COATS 88 KITCHEN 89 BATH 84 WIC 85 LIVING / DINING 90 BEDROOM 1 86 MECH. 92 35 ' - 4 1 5 / 1 6 " 11 ' - 1 1 / 2 " 4 7 7 7 7 7 5 5 4 7 4 11 411 5 5 30' - 0" 29' - 5 5/16" 14' - 0" 28' - 10 1/2" 13' - 3" 9' - 0 1/2"5' - 3" 4' - 7"3' - 10" 4' - 0 " 11' - 11 7/8"11' - 2" 4' - 10" 4' - 6 3/4"3' - 6" 12' - 10" 1' - 1 0 1 / 4 " 3' - 0 " 6' - 2 1 / 2 " 9' - 0 " 7' - 6 " 2' - 2 " 5' - 1 0 1 / 2 " 5' - 1"2' - 3" 4' - 6 " 2 2 2 2 3 2 2 5 6 7 5' - 2 " 3' - 9" 12 16 ' - 9 1 / 2 " 1' - 6" 1' - 8 3/8"1' - 6 3/8" BATH 109 COATS 110 KITCHEN 107 LAUNDRY 111 WIC 106 WH 194 BEDROOM 105 LIVING / DINING 108 MECH. 104 4 5 5 9 5 7 4 7 6 4 7 7 7 4 6' - 5 1/8" 24' - 0" 29 ' - 5 1 1 / 1 6 " 8' - 2"5' - 0" 3' - 0" 2' - 0 1/8" 2' - 1 " 11' - 1" 4' - 1 5/8" 3' - 0 " 10' - 5 7/8" 3' - 11 7/8" 7' - 4 1/2" 3' - 0 " 10 ' - 1 0 7 / 8 " 11 ' - 8 5 / 8 " 3' - 8 1 1 / 1 6 " 1' - 6" 2' - 3 " 3' - 5 5 / 8 " 3 2 2 BATH 190 KITCHEN 186 COATS 191 LAUNDRY 192 WIC 189 BEDROOM 188 MECH. 187 LIVING 185 6 4 7 4 7 3 24' - 0" 29 ' - 5 1 1 / 1 6 " 8' - 0"5' - 0" 12 ' - 6 7 / 8 " 11 ' - 0 " 5 5 4 9 8 4 7 22 3' - 0" 1' - 6 1 / 2 " 2' - 6" 3' - 10 5/8" 4' - 0" 10' - 4" 2' - 4 " 2' - 6 " 1' - 6" 10' - 10" 14' - 8 1/4" GENERAL NOTES -UNIT AND BUILDING PLANS 1. ALL SHOWN DIMENSIONS ARE TO THE FACE OF STUD, CENTERLINE OF PARTY WALL, CENTERLINE OF WINDOW, FACE OF CONCRETE OR CENTER OF COLUMNS, UNO. 2. ALL PLUMBING WALL ARE WOOD STUD 2" X 6" . SE UNIT PLANS FOR LOCATIONS. 3. ALL SINGLE STUD PLUMBING WALLS, PARTY WALLS AND EXTERIOR WALLS SHALL HAVE CAULKING AROUND PENETRATIONS AND SILL PLATES AGAINST AIR INFILTRATION AND FOR FIRE CAULKING PER CODE. 4. MECHANICAL AND PLUMBING PENETRATIONS OF FLOORS, CEILINGS NAD WALLS SHALL BE SEALED AIRTIGHT WITH FIRE CAULKING PER CODE. 5. ALL CHANGES INFLOOR MATERIALS OCCUR AT CENTERLINE OF DOOR OR FRAMED OPENING OR FIN WALL, TYP. 6. VERIFY FRAMING DIMENSIONS WITH MANUFACTURERS NOMINAL ROUGH-IN DIMENSIONS SPECIFICATIONS TO ENSURE PROPER FIT FOR WINDOWS, DOORS, CABINETS, APPLIANCES, BATHROOM FIXTURES AND ACCESSORIES. 7. PROVIDE APPROVED / CERTIFIED SEPERATION OF ALL DISSIMILAR METALS TO PREVENT THE ACTION OF ELECTROLYSIS. 8. ALL OUTLETS LECATED AT PARTY WALLS SHALL BE STAGGERED MIN. 6" 9. MAINTAIN ONE HOUR FIRE RESISTIVE WALL CONSTRUCTION AT BUILT IN FIXTURES SUCH AS MAILBOXES, MEDICINE CABINETS, FIRE EXTINGUISHER CABINETS AND ELECTRICAL OUTLET PANELS EXCEEDING 16 SQ. AS WELL AS BEHIND BATHTUB AND SHOWER ENCLOSURES 10. BEDROOM WINDOWS FOR THE PURPOSE OF EMERGENCY ESCAPE AND RESCUE SHALL HAVE A MIN. CLEAR OPEN AREA OF 5.7 SF. THE MIN. WIDTH DIMENSION IS 20", AND A MIN. CLEAR OPEN HEIGHT IS 24". 11. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. 12. INSIDE RESIDENTIAL UNITS INTERIOR WALLS PROVIDE R-13 FACED BATT INSULATION IN WALLS (1)AROUND WET AREAS -BATHROOMS, POWDER ROOMS, LAUNDRY ROOMS AND KITCHENS AND (2) AROUND BEDROOMS AND DENS. ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:10 PM ORONO APARTMENTS PERMIT SET Unit Plans A105 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/4" = 1'-0"A102 A105 1 Unit 1 Plan - 1139 SF GROSS (8 Units) 1/4" = 1'-0"A102 A105 2 Unit 2 Plan - 1059 SF GROSS (18 Units) 1/4" = 1'-0"A102 A105 3 Unit 3 Plan - 1186 SF GROSS (2 Units) 1/4" = 1'-0"A102 A105 4 Unit 4 Plan - 1062 SF GROSS (2 Units) 1/4" = 1'-0"A102 A105 5 Unit 6 Plan - 707 SF GROSS (8 Units) 1/4" = 1'-0"A102 A105 6 Unit 7 Plan - 707 SF GROSS (10 Units) # REVISION DATE UNITS 105,106,122,123, 205, 206, 222, 223 UNITS 118, 218 UNITS 101, 103, 104, 109, 119, 120, 125, 126, 201, 203, 204, 209, 219, 220, 225, 226, 301, 304 UNITS 108, 111, 112, 116, 208, 211, 212, 216 UNITS 110, 210 UNITS 107, 113, 117, 121, 124, 207, 213, 217, 221, 224 BEDROOM 322 MECH. 321 LIVING 320 WIC 323 WH 327 LAUNDRY 326 BATH 324 HALL 328 KITCHEN 319 COATS 325 4 7 7 7 4 5 5 9 5 4 23' - 4 13/16" 29 ' - 4 1 5 / 1 6 " 24' - 0" 10' - 4 7/8"9' - 5 11/16" 15' - 5" 17' - 5" 7' - 6 1/2"3' - 6" 5' - 2 " 3' - 9" 3' - 9" 12 ' - 8 7 / 8 " 11 ' - 1 1 / 2 " 3' - 0 " 12' - 8 7/16" 2' - 4 " 2' - 3" 5' - 0"8' - 0" 4 3 3 7 6 6 22 7 TYP. 2' - 10" 1' - 6" TY P . 2' - 6 " CENTER WIC 181 COATS 182 BATH 183 SLEEPING 180 W/D 178 WH 177 LIVING 176 MECH. 175 4 5 10 8 7 4 77 7 22' - 0" 30 ' - 0 7 / 8 " 6' - 10"5' - 0" 1' - 10" 15 ' - 5 7 / 8 " 10 ' - 3 5 / 8 " 6' - 0 " 8' - 1 0 " 11' - 0" 7' - 3 3/4" 4' - 4" 6 4 3 7 TY P . 2' - 6 " TYP. 2' - 10" CENTER BATH 166 COATS 167 LAUNDRY 168 HALL 170 KITCHEN 169 DEN 161 CLO. 162 BATH 157 WIC 158 WH 159 BEDROOM 2 160 LIVING / DINING 171 BEDROOM 1 163 WIC 165 DESK 172 MECH. 164 7 7 7 7 7 7 7 4 4 5 9 11 10 4 5 5 7 48 30 ' - 0 7 / 8 " 48' - 0" 10' - 9"24' - 4" 9' - 3 5/8"6' - 0" 8' - 4" 4' - 4" 5 6' - 6 3/8" 5' - 0"32' - 0" 3' - 0" 5' - 0" 2' - 0 5/8" 2' - 1 0 3 / 4 " 10 ' - 3 1 / 8 " 4' - 6 " 4' - 1 " 10 ' - 1 1 7 / 8 " 2' - 6 1 / 2 " 2' - 8 3/4" 2' - 3 1/4" 10 ' - 1 0 " 2' - 9 " 14 ' - 1 1 7 / 8 " 12 ' - 1 0 7 / 8 " 5' - 11 1/2"4' - 3 5/8" 1' - 5 1 / 4 " 6 4 3 22 3 2 GENERAL NOTES -UNIT AND BUILDING PLANS 1. ALL SHOWN DIMENSIONS ARE TO THE FACE OF STUD, CENTERLINE OF PARTY WALL, CENTERLINE OF WINDOW, FACE OF CONCRETE OR CENTER OF COLUMNS, UNO. 2. ALL PLUMBING WALL ARE WOOD STUD 2" X 6" . SE UNIT PLANS FOR LOCATIONS. 3. ALL SINGLE STUD PLUMBING WALLS, PARTY WALLS AND EXTERIOR WALLS SHALL HAVE CAULKING AROUND PENETRATIONS AND SILL PLATES AGAINST AIR INFILTRATION AND FOR FIRE CAULKING PER CODE. 4. MECHANICAL AND PLUMBING PENETRATIONS OF FLOORS, CEILINGS NAD WALLS SHALL BE SEALED AIRTIGHT WITH FIRE CAULKING PER CODE. 5. ALL CHANGES INFLOOR MATERIALS OCCUR AT CENTERLINE OF DOOR OR FRAMED OPENING OR FIN WALL, TYP. 6. VERIFY FRAMING DIMENSIONS WITH MANUFACTURERS NOMINAL ROUGH-IN DIMENSIONS SPECIFICATIONS TO ENSURE PROPER FIT FOR WINDOWS, DOORS, CABINETS, APPLIANCES, BATHROOM FIXTURES AND ACCESSORIES. 7. PROVIDE APPROVED / CERTIFIED SEPERATION OF ALL DISSIMILAR METALS TO PREVENT THE ACTION OF ELECTROLYSIS. 8. ALL OUTLETS LECATED AT PARTY WALLS SHALL BE STAGGERED MIN. 6" 9. MAINTAIN ONE HOUR FIRE RESISTIVE WALL CONSTRUCTION AT BUILT IN FIXTURES SUCH AS MAILBOXES, MEDICINE CABINETS, FIRE EXTINGUISHER CABINETS AND ELECTRICAL OUTLET PANELS EXCEEDING 16 SQ. AS WELL AS BEHIND BATHTUB AND SHOWER ENCLOSURES 10. BEDROOM WINDOWS FOR THE PURPOSE OF EMERGENCY ESCAPE AND RESCUE SHALL HAVE A MIN. CLEAR OPEN AREA OF 5.7 SF. THE MIN. WIDTH DIMENSION IS 20", AND A MIN. CLEAR OPEN HEIGHT IS 24". 11. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. 12. INSIDE RESIDENTIAL UNITS INTERIOR WALLS PROVIDE R-13 FACED BATT INSULATION IN WALLS (1)AROUND WET AREAS -BATHROOMS, POWDER ROOMS, LAUNDRY ROOMS AND KITCHENS AND (2) AROUND BEDROOMS AND DENS. ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:13 PM ORONO APARTMENTS PERMIT SET Unit Plans A106 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/4" = 1'-0"A102 A106 1 Unit 8 Plan - 705 SF GROSS (2 Units) 1/4" = 1'-0"A102 A106 2 Unit 9 Plan - 661 SF GROSS (2 Units) 1/4" = 1'-0"A102 A106 3 Unit 10 Plan - 1443 SF GROSS (4 Units) # REVISION DATE UNITS 102, 202 UNITS 114, 214 UNITS 115, 215, 302, 303 A3003 A300 A300 A300 1 4 2 1 A400 5 A400 4 A400 3 A400 2 A400 A3011 A301 2 10 A502 A B2 E I K M MDGHJCENTER CENTER B B L L B1 B4 J1 K1 11 2 2 44 7 7 F 5" / 1'-0"5" / 1'-0" 5" / 1 ' - 0 " 5" / 1 ' - 0 " 5" / 1'-0" 5" / 1'-0" 5" / 1 ' - 0 " 5" / 1 ' - 0 " 5" / 1 ' - 0 " 5" / 1 ' - 0 " 2' - 6 " 2' - 6 " 55 66 33 B3 B3 J2 J2 5" / 1 ' - 0 " 5" / 1 ' - 0 " 5" / 1 ' - 0 " 5" / 1 ' - 0 " C2C2 DR A F T S T O P F R O M CE I L I N G T O D E C K - SE E S T R U C T . DR A F T S T O P F R O M CE I L I N G T O D E C K - SE E S T R U C T . DR A F T S T O P F R O M CE I L I N G T O D E C K - SE E S T R U C T . DR A F T S T O P F R O M CE I L I N G T O D E C K - SE E S T R U C T . DRAFT STOP FROM CEILING TO DECK -SEE STRUCT. DRAFT STOP FROM CEILING TO DECK -SEE STRUCT. DRAFT STOP FROM CEILING TO DECK -SEE STRUCT. DRAFT STOP FROM CEILING TO DECK -SEE STRUCT. DRAFT STOP FROM CEILING TO DECK -SEE STRUCT. 2' - 6 " 2' - 6"2' - 6" 2' - 6" 2' - 6 " 2' - 6" 2' - 6 " ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:14 PM ORONO APARTMENTS PERMIT SET Roof Plan A107 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/8" = 1'-0"A300 A107 1 Roof Plan # REVISION DATE 1 - GARAGE PRECAST WALL AND PLANK 2 - EXTERIOR WALL @ STONE VENEER - 1-HR RATED 2"X6" WOOD STUD @ Q6" O/C (1) ONE LAYER 5/8" TYPE X GB O/ 6 MIL POLYETHYLENE VAPOR RETARDER R-25 FIBERGLASS BATT INSULATION CONTINUOUS @ ALL EXTERIOR WALLS PLYWOOD SHEATHING LATH OVER TYVEK & ONE LAYER BUILDING PAPER 2-LAYERS DOUBLED CONCRETE MASONRY VENEER MORTAR SCRATCH COAT MORTAR SETTING BED VAPOR RETARDER AT WARM-IN WINTER SIDE OF WALL NOTES: PROVIDE PLYWOOD AT EXTERIOR WALL WITH STONE VENEER FIRE RATING: 1HR UL#:U 356 2" RIGID INSULATION 3 - EXTERIOR WALL @ EXTERIOR SIDING - 1-HR RATED 2"X6" WOOD STUD @ Q6" O/C (1) ONE LAYER 5/8" TYPE X GYB O/ 6 MIL POLYETHYLENE VPOR RETARDER R-25 FIBERGLASS BATT INSULATION CONTINUOUS @ ALL EXTERIOR WALLS FOAM INSULATION EXTERIOR SIDING PER ELEVATION VAPOR RETARDER AT WARM-IN WINTER SIDE OF WALL NOTES: PROVIDE PLYWOOD AT EXTERIOR WALL WITH STONE VENEER FIRE RATING: 1HR UL#:U 356 2X WOOD STUD @ 16" O/C 4 - PARTY WALL ASSEMBLY - 1HR RATED ACOUSTIC INSULATION SEE ACOUSTICAL SPEC. 1" AIR GAP (2) 5/8" TYPE "X" GYP. BD. SECOND LAYER OF GYP. BD. FOR STC RATING NOTES: APPLY "INTERIOR WALL" INSTRUCTION FOR GYP. BD. INSTALLATION UL#:U 341 2X WOOD STUD @ 16" O/C 5 - SHAFT / DOUBLE WALL ASSEMBLY - 2HR RATED ACOUSTIC INSULATION SEE ACOUSTICAL SPEC. (2) 5/8" TYPE "X" GYP. BD. NOTES: APPLY "INTERIOR WALL" INSTRUCTION FOR GYP. BD. INSTALLATION GA WP -3820 FIRING RATING: 2HR STC: 63 (2) 5/8" TYPE "X" GYP. BD. 2 X 6 WOOD STUD @ 16" O/C 6 - INTERIOR CORRIDOR WALL - 1 HR RATED ACOUSTIC INSULATION SEE ACOUSTICAL SPEC. 5/8" TYPE "X" GYP. BD. (2) 5/8" TYPE "X" GYP. BD. 2 X WOOD STUD @ 16" O/C 7 - INTERIOR PARTITION WALL - 1 HR RATED ACOUSTIC INSULATION SEE ACOUSTICAL SPEC. 5/8" TYPE "X" GYP. BD. NOTES: INSTALL 5/8" TYP. X GYP. W 1 7/8" LONG SHANK, 1/4" HEADS, 7" O/C, 6d COATED NAILS OR BETTER, STAGGER JOINTS EACH SIDE OF WALL SEE STRUCTURAL DWGS. FOR: BEARING WALL LOCATIONS' PLYWOOD SHEAR LOCATIONS, 2X6 OR 3X4 STUD LOCATIONS SAME ASSEMBLY INSTRUCTIONS FOR 2X6 PLUMBING WALL UL# U333 FIRE RATING: 1HR PLYWOOD / OSB SHEATHING BUILDING PAPER ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:15 PM ORONO APARTMENTS PERMIT SET Wall Types A108 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 3/8" = 1'-0"A108 1 WALL TYPES # REVISION DATE Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" Landing 95' -0" AB2EIKMDGHJCENTERBLB1B4J1K1F 3 2 1 2 3 2 3 3 2 3 2 1 5 " / 1 '-0 "5" / 1'-0" 5" / 1 ' - 0 " 5" / 1 ' - 0 " GRADE A 96' -6" ROOF MIDPOINT 125' -9 1/2" B3J2 CACBCCCDCECFCGCHCICB.1CC.1CG.1 6" X 6" TREATED POST (SEE STRUCT.) 1 13 32 2 2 23 31 12 22 22 21 12 2 222 2 2 21.122 21 1 2 2 1 13 32 2 4 2 21 1 3 3 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 1 1 First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" A B2 E I K MDGHJCENTERBLB1B4J1K1F 2 2 333 3 3 2 1 11 5" / 1 ' - 0 " 5" / 1 ' - 0 " 5" / 1 ' - 0 " GRADE A 96' -6" ROOF MIDPOINT 125' -9 1/2" 29 ' - 3 1 / 2 " B3 J2CACBCCCDCECFCGCH CICB.1 CC.1 CG.1 1 12 22 3 2 22 2 2 1 2 22 2 23 3 32 2 1 3 2 2 232 2 31 2 2 2 2 22 2 21 2 2 2 2 22 22 22 21 1 6" X 6" TREATED POST (SEE STRUCT.)6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.)6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" Landing 95' -0" 1247 2 3 2 5" / 1'-0"5 " / 1 '-0 " 5 " / 1 '-0 " 5" / 1 ' - 0 " 5" / 1 ' - 0 " GRADE A 96' -6" ROOF MIDPOINT 125' -9 1/2" 29 ' - 3 1 / 2 " 56 3 C2C3C5C4.1 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 1 12 22 2 2 2 2 2 1 12 22 2 1 1 2 22 22 22 2 1' - 6"16' - 1 3/4" TO STONE / SIDING TRANSITION 1' - 6"16' - 1 3/4" /10 A402 Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" 1 2 4 7 2 3 2 3 5 " / 1 '-0 " 5" / 1'-0" 5" / 1 ' - 0 " GRADE A 96' -6" ROOF MIDPOINT 125' -9 1/2" 29 ' - 3 1 / 2 " 5 63C2C3C5C4.1 2 2 1 12 22 21 12 22 22 22 22 2 3 22 2 1 1 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) TO STONE / SIDING TRANSITION 1' - 6"16' - 1 3/4" 16' - 1 3/4"1' - 6" /10 A402 ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:27 PM ORONO APARTMENTS PERMIT SET Building Elevations A300 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/8" = 1'-0"A101 A300 1 North 1/8" = 1'-0"A101 A300 2 South 1/8" = 1'-0"A101 A300 3 East 1/8" = 1'-0"A101 A300 4 West # REVISION DATE Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" 124 2 3 1 5" / 1'-0"5 " / 1 '-0 " 5" / 1 ' - 0 " GRADE A 96' -6" ROOF MIDPOINT 125' -9 1/2" 3 C2C3 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 1 12 22 2 1 1 22 2 2 1 1 Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" 1 2 4 2 3 1 5" / 1'-0" 5 " / 1 '-0 "5" / 1 ' - 0 " 5" / 1 ' - 0 " GRADE A 96' -6" ROOF MIDPOINT 125' -9 1/2" 3C2C3 2 3 2 2 2 2 2 2 1 1 2 21 1 2 2 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) 6" X 6" TREATED POST (SEE STRUCT.) ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:30 PM ORONO APARTMENTS PERMIT SET Builiding Elevations A301 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/8" = 1'-0"A101 A301 1 East Wing 1/8" = 1'-0"A101 A301 2 West Wing # REVISION DATE Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" Landing 95' -0" A500 9 1247 GRADE A 96' -6" ROOF MIDPOINT 125' -9 1/2" 10 ' - 1 7 / 8 " BEDROOM 2 572 BEDROOM 2 261 CLO. 262 CLO. 573 FOYER 569 FOYER 574HALLWAY 679 HALLWAY 365CLO. 276 CLO. 589KITCHEN 597 KITCHEN 278FOYER 279 FOYER 598 BATH 596 BATH 282 CLO. 604 CLO. 290 KITCHEN 606 KITCHEN 292 FOYER 301 FOYER 608BATH 612 BATH 298 STORAGE 680 COMMUNITY ROOM 360 HALLWAY 365 HALLWAY 679 HALLWAY 743 PARKING AREA 5 A401 1 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 10 ' - 0 " 29 ' - 3 1 / 2 " 4 4 7 5 " / 1 '-0 " 5 " / 1 '-0 "5" / 1'-0" 6 7 56 3 C2C3C5C4.1 10 ' - 1 7 / 8 " 3 3 1 8' - 0 1 / 2 " 8' - 0 1 / 2 " 1 A401 7 4 12 12 5 5 4 4 4 45 54 4 4 4 2 2 14' - 1"2' - 11"32' - 0"1' - 4 3/4"15' - 7 1/4"4' - 0"4' - 0"30' - 0"30' - 4 3/4"33' - 7 1/4" Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" Landing 95' -0" A500 5 1 2 4 7 GRADE A 96' -6" ROOF MIDPOINT 125' -9 1/2" A401 2 A401 3 29 ' - 3 1 / 2 " 8' - 0 1 / 2 " 10 ' - 1 7 / 8 " 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 10 ' - 0 " HALLWAY 365 HALLWAY 679 HALLWAY 743 STORAGE 681 EXERCISE ROOM 366 CLO. 316 CLO. 653 KITCHEN 649 KITCHEN 313 HALLWAY 679 HALLWAY 365 CLO. 311 CLO. 654 BATH 644 BATH 310 KITCHEN 46 KITCHEN 663HALLWAY 679 HALLWAY 365 PARKING AREA 5 COATS 662 COATS 51BATH 50 BATH 660HALLWAY 679 HALLWAY 365 FOYER 678 FOYER 24 CLO. 21 CLO. 677 BEDROOM 2 676 BEDROOM 2 20 5" / 1'-0" 5 63C2C3C5C4.1 8' - 0 1 / 2 " 8' - 0 1 / 2 " 8' - 0 1 / 2 " 3 3 5" / 1'-0"5 " / 1 '-0 " 1 4 4 2 3 4 44 44 4 4 4 12 12 14 Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" Landing 95' -0" A502 5 10 A502 47 GRADE A 96' -6" ROOF MIDPOINT 125' -9 1/2" A401 4 HALLWAY 743 CLO. 722 DEN 721LIVING / DINING 713 LIVING / DINING 487 DEN 477 CLO. 478 HALLWAY 679 LOUNGE 384 LOBBY 629 LOBBY 363 OFFICE 361 HALLWAY 365 CLO. 162 DEN 161 LIVING / DINING 171 PARKING AREA 5 29 ' - 3 1 / 2 " 2 2 3 A401 6 56 3 C3C5C4.1 8' - 0 1 / 2 " 8' - 0 1 / 2 " 7 6 6 5 7 1 1 8' - 1 1 / 8 " 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 5' - 0 " 5' - 0 " 5 " / 1 '-0 " A402 5 Sim A402 7 Sim 9' - 2 " 3 3 4 11 11 11 3 4 4 2 2 2 7' - 9 3 / 8 " 10 ' - 0 " Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" Landing 95' -0" A501 4 A B2 EDB GRADE A 96' -6" ROOF MIDPOINT 125' -9 1/2" A401 5 BEDROOM 1 586 BEDROOM 1 274 BATH 275 BATH 588 BATH 588 BATH 275WH 277 WH 590 CLO. 589 CLO. 276 HALLWAY 679 HALLWAY 365 29 ' - 3 1 / 2 " B3CA CB 8' - 1 1 / 8 " 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 3' - 6 " 6' - 6 " 33 ' - 0 1 / 4 " 1 8' - 0 1 / 2 " 8' - 0 1 / 2 " 5 1 3 3 9' - 2 " 4 4.1 4 4 4 4 3 Lower Level 90' -0" First Level 100' -0" Level 3 96' -6" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" Landing 95' -0" A501 8 I K MJL GRADE A 96' -6" ROOF MIDPOINT 125' -9 1/2" 29 ' - 3 1 / 2 " LIVING / DINING 411 LIVING / DINING 43 PARKING AREA 5 KITCHEN 42 KITCHEN 420 HALLWAY 679 HALLWAY 365 BALCONY 419 BALCONY 34 J2CH CICG.1 8' - 0 1 / 2 " 8' - 0 1 / 2 " 5 6 3 1 33 ' - 0 1 / 4 " 5 " / 1 '-0 "5" / 1'-0" 9' - 2 " 4 4.1 2 2 6" X 6" TREATED POST (SEE STRUCT.) ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:38 PM ORONO APARTMENTS PERMIT SET Building Sections A400 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/8" = 1'-0"A101 A400 5 Building Section 1/8" = 1'-0"A101 A400 4 Building Section 1/8" = 1'-0"A101 A400 1 Building Section 1/8" = 1'-0"A101 A400 3 Building Section 1/8" = 1'-0"A101 A400 2 Building Section # REVISION DATE Lower Level 90' -0" First Level 100' -0" Level 3 96' -6" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" 1 GRADE A 96' -6" BEDROOM 2 261 BEDROOM 2 572 PARKING AREA 5 A402 1 A402 6 A402 4 A402 8 5" / 1'-0" 8' - 0 1 / 2 " 8' - 0 1 / 2 " 8' - 1 0 3 / 4 " 3 3 1 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 10 ' - 0 " Lower Level 90' -0" First Level 100' -0" Level 3 96' -6" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" GRADE A 96' -6" ROOF MIDPOINT 125' -9 1/2" 6 6 8' - 0 1 / 2 " 8' - 0 1 / 2 " 8' - 1 0 3 / 4 " 10 ' - 0 " 10 ' - 1 7 / 8 " 10 ' - 5 7 / 8 " Lower Level 90' -0" First Level 100' -0" Level 3 96' -6" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" 1 GRADE A 96' -6" BEDROOM 2 676 BEDROOM 2 20 PARKING AREA 5 A402 1 Sim 5 " / 1 '-0 " 3 3 8' - 0 1 / 2 " 8' - 0 1 / 2 " 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 10 ' - 0 " Lower Level 90' -0" First Level 100' -0" Level 3 96' -6" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Landing 95' -0" 7 GRADE A 96' -6" A402 2 A402 5 A402 7 5 " / 1 '-0 " 8' - 0 1 / 2 " 8' - 0 1 / 2 " 9' - 2 " 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 10 ' - 0 " 1 3 A402 5 Sim A402 7 Sim Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" ROOF MIDPOINT 125' -9 1/2" 6 C5 5 " / 1 '-0 " A402 5 Sim A402 7 Sim 7 A402 1 Sim Lower Level 90' -0" First Level 100' -0" Level 3 96' -6" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" ED F GRADE A 96' -6" A402 1 Sim CB.1 5" / 1'-0" 8' - 1 0 1 / 2 " 9' - 2 " 8' - 0 1 / 2 " 4 4 1 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 10 ' - 0 " Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" ROOF MIDPOINT 125' -9 1/2" 5C4.1 3 A402 1 Sim A402 3 ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:43 PM ORONO APARTMENTS PERMIT SET Wall Sections A401 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 3/8" = 1'-0"A400 A401 1 Wall Section 3/8" = 1'-0"A400 A401 2 Wall Section 3/8" = 1'-0"A400 A401 3 Wall Section 3/8" = 1'-0"A400 A401 4 Wall Section 3/8" = 1'-0"A400 A401 6 Wall Section 3/8" = 1'-0"A400 A401 5 Wall Section 3/8" = 1'-0"A400 A401 7 Wall Section # REVISION DATE Loft Level 120' -7 3/4" 1 3 2' - 6" EAVE DRIP 2" X 6" SUB FASCIA PREFINISHED ALUMINUM SOFFIT VENTED ROOFING SYSTEM SEE ARCHITECTURAL SPECS FULL BLOWN INSULATION 2" x FULL DEPTH RIM BOARD CUT TO REQ'D WIDTH W/ NOTCHES AT EACH BAY FOR VENTILATION INSULATION BAFFLE (2) TOP PLATE ( SEE STRUCT) 2" X 8" BLOCKING CONTINUOUS STEEL GUTTER 1 11/16" 5" / 1'-0" First Level 100' -0" 1 3 1 SILL SEALER PRESSURE TREATED SILL PLATE 2" X FULL DEPTH RIM BOARD2" FIBERGLASS INSULATION ANCHOR BOLT ENGINEERED FLOOR ASSEMBLY (SEE STRUCT.)METAL DRIP CAP 1 1/2" STARTER BLOCKING 3" RIGID INSULATION 2" BATT INSULATION FOUNDATION DAMP PROOFING TO FINISHED GRADE 2" X 4" WOOD FRAMING @ 24" O/C 6 MIL VAPOR RETARDER 1 11/16" Loft Level 120' -7 3/4" 7 DOUBLE 2X TOP PLATE BY TRUSS MANUF. 2X WOOD FRAMING2X LEDGER NOTHCED/DRILLED 5" SQUARE BASE PLATE BASE MOUNTED RAILING SYSTEM W/ LAG SCREWS 2"X FULL DEPTH RIM CUT TO REQ'D WIDTH W/ NOTCHES AT EACH BAY FOR VENTILATION CONTINUOUS STEEL GUTTER PREFINISHED ALUMINUM SOFFIT VENTED 2" X 6" SUB FASCIA INSULATION BAFFLE FULL BLOWN INSULATION 3 2' - 3 " 5 " / 1 '-0 " EXTERIOR DECKING METAL FLASHING 2' - 6" EAVE DRIP 2" X 8" BLOCKING 1 11/16" ROOF TRUSS {SEE STRUCT.) FLOOR JOIST BY JOIST MANUFACTURER HEADER BY TRUSS MANUF. 7 3 RIGID HEAD FLASHING SELF ADHESIVE FLASHING WOOD BLOCKING FILL CAVITY WITH FIBERGLASS INSTALLATION AND INSTALL BACKER ROD AND SEALANT PER MARVIN INSTALLATION INSTRUCTIONS 3/8" THK. CAULKING SEE STRUCT. FOR HEADERS 7 NON-CONTINUOUS PLASTIC SLOPED SHIMS CONTINUOUS SLOPED SHIM SILL FLASHING WITH DOWN LEG 3/8" THK. CAULKING 3 SELF ADHESIVE FLASHING Second Level 110' -1 7/8" 1 3 2" x FULL DEPTH RIM BOARD 1 1/2" RIGID INSULATION 3 FLOOR TRUSS (SEE STRUCT.) 2" FIBERGLASS INSULATION 1 11/16" Lower Level 90' -0" 1 3" RIGID INSULATION 2" X 4" WOOD FRAMING @ 24" O/C 2" BATT INSULATION 1 2" RIGID INSULATION 6 MIL VAPOR BARRIER 4" MIN. GRAVEL FILL 2" FLOOR SLOPE SE E S T R U C T . SEE STRUCT. Loft Level 120' -7 3/4" 5C4.1 3 A.F.F. GWB on Mtl. Stud 8' - 0 1/2" SEE STRUCT. FOR FLOOR PLANK FRAMING BY TRUSS MANUF. 2 TO S T O N E / S I D I N G T R A N S I T I O N 1' - 6 " 3 FILL CAVITY WITH FIBERGLASS INSTALLATION AND INSTALL BACKER ROD AND SEALANT PER MARVIN INSTALLATION INSTRUCTIONS (2) 2" X 6" WOOD STUDS L FLASHING WOOD TRIM / MOULDING AND CAULK PER SIDING MANUFACTURER 3/ 1 6 " 3/ 1 6 " ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:46 PM ORONO APARTMENTS PERMIT SET Details A402 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1" = 1'-0"A401 A402 1 Eave Detail 1" = 1'-0"A401 A402 6 Typical Wall Transition @ Lower / First Levels 1" = 1'-0"A401 A402 2 Roof / Balcony Detail @ Loft 1" = 1'-0"A400 A402 5 Typical Window Head Detail 1" = 1'-0"A400 A402 7 Typical Window Sill Detail 1" = 1'-0"A401 A402 4 Typical Wall Transition @ First / Second Levels 1" = 1'-0"A401 A402 8 Typical Wall Section @ Lower Level ROOF TRUSS (SEE STRUCT.) 1" = 1'-0"A401 A402 3 Detail @ Loft Wall 1" = 1'-0"A102 A402 10 STONE / SIDING TRANSITION DETAIL # REVISION DATE 4 A400 7 7 66 J2 J2 8 T H R E A D S @ 1 1 " 3' - 8 1 / 2 " 5 7 5 UP 5' - 0" STAIR_1 745 8' - 7 7/16" 1 3 CONC. STOOP(SEE STRUCT.) 14 ' - 1 " 4' - 1 31/32"4' - 1 31/32" 4 A400 J1 K1 7 7 66 J2 J2 C5C5 UP 8' - 7 7/16" 5 5 3 2 5 4.1 4' - 1 1 / 4 " 8 T H R E A D S @ 1 1 " STAIR_1 746 LA N D I N G 4' - 1 5 / 1 6 " 7 15 ' - 6 9 / 1 6 " 14 ' - 1 " 2' - 1 1 " 4' - 1 31/32"4' - 1 31/32" 4 A400 7 7 66 J2 J2 C5C5 UP 9' - 7 1 / 4 " 2 T H R E A D S @ 1 1 " LA N D I N G 4' - 1 5 / 1 6 " 8' - 7 7/16" 15 T H R E A D S @ 1 1 " 13 ' - 9 " STAIR_1 747 5 5 5 3 2 7 15 ' - 6 9 / 1 6 " 14 ' - 1 " 2' - 1 1 " 4' - 1 31/32"4' - 1 31/32" 4 A400 J1 J1 6 J2 J2 C5 HALLWAY 743 DN 4' - 1 7/16"6 3 3 2' - 1 1 " Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" Landing 95' -0" 7 ROOF MIDPOINT 125' -9 1/2" 6C5 9 R I S E R S @ 6 2 1 / 3 2 " 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 5' - 0 " 5' - 0 " 3' - 8 1/2" 9 R I S E R S @ 6 1 3 / 1 6 " 16 R I S E R S @ 6 1 1 / 1 6 " 3 5 5 5 1 3 44 4.14 4 5 STAIR_1 747 STAIR_1 746 STAIR_1 745 HALLWAY 365 PARKING AREA 5 HALLWAY 679 A402 1 Sim 2 3 A402 1 Sim 5 A400 B1 B1 B4 B4 7 7 66 B3 B3 C5C5 8 T H R E A D S @ 1 1 " 4' - 1 5 / 1 6 " 4' - 1 1 / 4 " UP 4' - 4 1/8"4' - 4 1/8" 4' - 2 3/8"4' - 2 3/8" 8' - 8 1/4" STAIR_2 748 WIC 206 BATH 204 BEDROOM 208 BEDROOM 1 220 BATH 216 5 5 5 3 2 4.1 15 ' - 6 9 / 1 6 " 9' - 0" 14 ' - 1 " 2' - 1 1 " 5 A400 B1 B1 B4 B4 7 7 66 B3 B3 C5C5 4' - 2 3/8"4' - 2 3/8" 8' - 8 1/4" 4' - 1 5 / 1 6 " 13 T H R E A D S @ 1 1 " 7' - 1 0 1 / 4 " 4 T H R E A D S @ 1 1 " STAIR_2 749 5 5 5 7 3 2 4 2 3 BEDROOM 1 529 BEDROOM 516 HALLWAY 679 15 ' - 6 9 / 1 6 " UP 4' - 3 15/16"4' - 8 1/16" 2' - 1 1 " 5 A400 B1 B1 B4 B4 STO. 397 HALLWAY 743 66 B3 B3 C5C5 4' - 2 1/4" DN 3 6 7 3 5 4' - 3 15/16"4' - 8 1/16" 2' - 1 1 " Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" Landing 95' -0" 7 ROOF MIDPOINT 125' -9 1/2" 6 C5 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 5' - 0 " 5' - 0 " 9 R I S E R S @ 6 1 3 / 1 6 " 16 R I S E R S @ 6 1 1 / 1 6 " A402 1 Sim 5 5 3 1 3 2 2 STAIR_2 749 STAIR_2 748 HALLWAY 743 HALLWAY 679 HALLWAY 365 PARKING AREA 5 A402 1 Sim ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:51 PM ORONO APARTMENTS PERMIT SET South Rear Stair Plans / Sections A500 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/4" = 1'-0"A101 A500 1 Lower Level - Right Rear Stairs - South 1/4" = 1'-0"A102 A500 2 First Level - Right Rear Stairs - South 1/4" = 1'-0"A103 A500 3 Second Level - Right Rear Stairs - South 1/4" = 1'-0"A104 A500 4 Loft Level - Right Rear Stairs - South 1/4" = 1'-0"A400 A500 5 Stair Section @ Rear Right South 1/4" = 1'-0"A102 A500 6 Level One - Left Rear Stairs - South 1/4" = 1'-0"A103 A500 7 Second Level - Left Stairs - South 1/4" = 1'-0"A104 A500 8 Loft Level - Left Stairs - South 1/4" = 1'-0"A400 A500 9 Stair Section @ Rear Left South # REVISION DATE 3 A400 A A B B 2 2 CA CA 3' - 8 1/2"8 THREADS @ 11"6' - 9 1/4" 17' - 9 3/4" 4' - 6 3 / 8 " 4' - 6 3 / 8 " 9' - 4 1 / 4 " 5 5 5 1 1 1 7 43 STAIR_3 750 5' - 0" UP 3' - 0"17' - 0" 3 A400 A A B B 2 2 CA CA 4' - 0 5/16"8 threads @ 11"6' - 10 1/4" 4' - 6 3 / 8 " 4' - 6 3 / 8 " 9' - 4 1 / 4 " 5 5 5 3 4.1 3 7 UP STAIRS_3 751 BEDROOM 240 WIC 241 BATH 244 BEDROOM 1 255 BATH 256 BATH 257 HALLWAY 365 3' - 0"17' - 0" 3 A400 A A B B 2 2 CA CA 4' - 0 5/16"8 THREADS @ 11"6' - 10 1/4" 4' - 6 3 / 8 " 4' - 6 3 / 8 " 9' - 4 1 / 4 " 5 5 5 3 2 7 2 4 STAIRS_3 752 BEDROOM 548 WIC 550 BATH 552 HALLWAY 679 BATH 568 BEDROOM 1 557 3' - 0"17' - 0" Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Landing 95' -0" B ROOF MIDPOINT 125' -9 1/2" 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 5' - 0 " 5' - 0 " 9 R I S E R S @ 6 2 1 / 3 2 " 9 R I S E R S @ 6 1 3 / 1 6 " 3 3 1 STAIRS_3 752 STAIRS_3 751 STAIR_3 750 2 A400 I I J J 2 2 CG.1 CG.1 4' - 7 3 / 1 6 " 4' - 7 3 / 1 6 " 9' - 5 7 / 8 " 3' - 8 1/2"8 THREADS @ 11"6' - 9 1/4" 17' - 9 3/4" 5 5 1 3 5 7 UP STAIR_4 753 3' - 0"17' - 0" 2 A400 I I J J 2 2 CG.1 CG.1 4' - 7 3 / 1 6 " 4' - 7 3 / 1 6 " 9' - 5 7 / 8 " 4' - 0 5/16"7' - 5"6' - 9 1/4" 8 THREADS @ 11" UP 52 3 5 5 6 4.1 3 STAIR_4 754 BEDROOM 1 32 BATH 31 BATH 30 BATH 50 WIC 45BEDROOM 44 HALLWAY 365 3' - 0"17' - 0" 2 A400 I I J J 2 CG.1 CG.1 4' - 7 3 / 1 6 " 4' - 7 3 / 1 6 " 9' - 5 7 / 8 " 4' - 0 5/16"7' - 5"6' - 9 1/4" 18' - 2 9/16" 3' - 0"17' - 0" 5 3 5 57 4 2 STAIR_4 755 BEDROOM 1 670 BATH 673 BATH 674 HALLWAY 679 WIC 659 BEDROOM 658 Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" Landing 95' -0" I J ROOF MIDPOINT 125' -9 1/2" 9 R I S E R S @ 6 1 3 / 1 6 " 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 5' - 0 " 5' - 0 " 9 R I S E R S @ 6 2 1 / 3 2 " 3 1 3 CONC. STOOP(SEE STRUCT) STAIR_4 755 STAIR_4 754 STAIR_4 753 5 " / 1 '-0 " ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:24:56 PM ORONO APARTMENTS PERMIT SET East and West Stair Plans / Sections A501 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/4" = 1'-0"A101 A501 1 Lower Level - Stairs @ West Wing 1/4" = 1'-0"A102 A501 2 First Level - Stairs @ West Wing 1/4" = 1'-0"A103 A501 3 Second Level - Stairs @ West Wing 1/4" = 1'-0"A400 A501 4 Stairs Section @ West Wing 1/4" = 1'-0"A101 A501 5 Lower Level - Stairs @ East Wing 1/4" = 1'-0"A102 A501 6 First Level - Stairs @ East Wing 1/4" = 1'-0"A103 A501 7 Second Level - Stairs @ East Wing 1/4" = 1'-0"A400 A501 8 Section Thru Right Front Stairs - Callout 1 # REVISION DATE 1 A400 H H 44 33 3' - 1 1 1 / 4 " 8 T H R E A D S @ 1 1 " 3' - 6 3 / 4 " 14 ' - 1 1 " 4' - 1 1/8"4' - 1 1/8" 8' - 5 3/4" UP 5 1 5 5 4 7 STAIR_5 756 4' - 0 " 1 A400 H H 44 55 33 C4.1C4.1 4' - 1 1/8"4' - 1 1/8" 4' - 0 " 4' - 0 1 1 / 1 6 " 8 T H R E A D S @ 1 1 " 11 ' - 5 7 / 8 " STAIR_5 757 LOBBY 363 5 2 4 7 2 7 1' - 4 3 / 4 " 15 ' - 7 1 / 4 " UP 6 1 A400 H H 44 55 33 4' - 1 1/8"4' - 1 1/8" 8' - 5 3/4" 8 T H R E A D S @ 1 1 " 4' - 0 1 1 / 1 6 " 9 T H R E A D S @ 1 1 " 7' - 1 0 1 / 8 " 5 2 2 4 7 UP15 ' - 7 1 / 4 " 4' - 0 " 2 STAIR_5 758 LOBBY 629 1 A400 H H 44 55 33 4' - 1 1 1 / 1 6 " 7' - 4 3 / 8 " 8 T H R E A D S @ 1 1 " 9 T H R E A D S @ 1 1 " 2 2 5 5 DN STAIR_5 759 4 2 4' - 1 1/8"4' - 1 1/8" 8' - 5 3/4" Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" Landing 95' -0" 4 ROOF MIDPOINT 125' -9 1/2" 3 9 R I S E R S @ 6 2 1 / 3 2 " 9 R I S E R S @ 6 1 3 / 1 6 " 10 R I S E R S @ 6 1 1 / 1 6 " 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 5' - 0 " 5' - 0 " STAIR_5 759 STAIR_5 758 STAIR_5 757 STAIR_5 756 2 2 2 2 2 1 4' - 0" 10 A502 55 F. O . S T U D 8' - 1 0 1 / 2 " FIN. FACE 7' - 5 1/4" FI N . F A C E 8' - 8 " F.O. STUD 7' - 7 3/4" 9' - 9 1 / 4 " 5 5 5 5 7 7 8' - 1 0 1 / 4 " 10 A502 55 FIN. FACE 7' - 5 1/4" F.O. STUD 7' - 7 3/4" F. O . S T U D 8' - 1 0 1 / 2 " FI N . F A C E 8' - 8 " 7 5 5 5 5 8' - 1 0 1 / 4 " 7 7 7 7 7 10 A502 55 FIN. FACE 7' - 5 1/4" F.O. STUD 7' - 7 3/4" FI N . F A C E 8' - 8 " F. O . S T U D 8' - 1 0 1 / 2 " 10 ' - 0 " 5 5 7 5 5 7 7 7 10 A502 55 F.O. STUD 7' - 7 3/4" FIN. FACE 7' - 5 1/4" FI N . F A C E 8' - 8 " F. O . S T U D 8' - 1 0 1 / 2 " 4 5 5 5 7 7 Lower Level 90' -0" First Level 100' -0" Second Level 110' -1 7/8" Loft Level 120' -7 3/4" Roof Level 128' -8 7/8" 8' - 1 1 / 8 " 10 ' - 5 7 / 8 " 10 ' - 1 7 / 8 " 10 ' - 0 " 7 5 7 5 7 5 7 5 7 5 5 HALLWAY 743 GUEST ROOM 393 GUEST ROOM 388 LOBBY 629 LOBBY 363 STO. 2 LOBBY 4 SEE STRUCT. FOR FLOOR JOIST SIZES / SPACING SEE STRUCT. FOR FLOOR JOIST SIZES / SPACING SEE STRUCT. FOR FLOOR PLANK SIZES / SPACING SEE STRUCT. FOR FLOOR JOIST SIZES / SPACING SEE STRUCT. FOR FLOOR JOIST SIZES / SPACING SEE STRUCT. FOR FLOOR PLANK SIZES / SPACING 5 ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:25:00 PM ORONO APARTMENTS PERMIT SET North Stair and Elevator Plans / Sections A502 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 1/4" = 1'-0"A101 A502 1 Lower Level - North Stairs 1/4" = 1'-0"A102 A502 2 First Level - North Stairs 1/4" = 1'-0"A103 A502 3 Second Level - North Stairs 1/4" = 1'-0"A104 A502 4 Loft Level - North Stairs 1/4" = 1'-0"A400 A502 5 North Stairs Section 1/4" = 1'-0"A101 A502 6 Lower Level - Elevator Plan 1/4" = 1'-0"A102 A502 7 First Level - Elevator Plan 1/4" = 1'-0"A103 A502 8 Second Level - Elevator Plan 1/4" = 1'-0"A104 A502 9 Loft Level - Elevator Plan 1/4" = 1'-0"A101 A502 10 Section Thru Elevator # REVISION DATE ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:25:04 PM ORONO APARTMENTS PERMIT SET Room Finishing Schedules A600 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 Bedroom Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level BEDROOM 1 10 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 15 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 20 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 32 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 36 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 44 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 52 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 58 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 64 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 77 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 86 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 87 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 98 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 105 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 114 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 123 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 160 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 163 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 188 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 208 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 209 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 220 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 225 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 231 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 240 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 249 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 255 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 261 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 268 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 274 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 286 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 288 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 295 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 304 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 314 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 322 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 330 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 342 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 2 347 Carpet Wood Gyp. Bd. Gyp.Bd. First Level BEDROOM 1 353 Carpet Wood Gyp. Bd. Gyp.Bd. First Level First Level: 40 BEDROOM 132 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 141 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 150 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 368 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 380 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 387 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 403 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 409 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 412 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 426 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 434 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 436 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 447 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 451 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 458 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 468 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 476 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 485 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 505 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 515 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 516 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 519 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 529 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 533 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 541 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 548 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 557 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 563 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 572 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 584 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 586 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 592 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 602 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 614 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 617 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 631 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 642 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 650 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 658 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 1 670 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level BEDROOM 2 676 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level Second Level: 41 BEDROOM 2 682 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level BEDROOM 1 692 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level BEDROOM 1 696 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level BEDROOM 2 710 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level BEDROOM 1 711 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level BEDROOM 2 726 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level BEDROOM 2 727 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level BEDROOM 1 737 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level Loft Level: 8 Grand total: 89 Guest Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level GUEST ROOM 388 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level Second Level: 1 GUEST ROOM 393 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level Loft Level: 1 Grand total: 2 Foyer Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level FOYER 16 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 24 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 57 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 72 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 91 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 213 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 228 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 247 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 279 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 301 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 312 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 335 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 352 Carpet Wood Gyp. Bd. Gyp.Bd. First Level FOYER 569 Carpet Wood Gyp. Bd. Gyp.Bd. First Level First Level: 14 FOYER 373 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level FOYER 428 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level FOYER 442 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level FOYER 462 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level FOYER 523 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level FOYER 539 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level FOYER 570 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level FOYER 574 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level FOYER 598 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level FOYER 608 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level FOYER 638 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level FOYER 645 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level FOYER 678 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level Second Level: 13 FOYER 685 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level FOYER 732 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level Loft Level: 2 Grand total: 29 Balcony Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level BALCONY 19 Wood - - - First Level BALCONY 33 Wood - - - First Level BALCONY 34 Wood - - - First Level BALCONY 49 Wood - - - First Level BALCONY 62 Wood - - - First Level BALCONY 80 Wood - - - First Level BALCONY 93 Wood - - - First Level BALCONY 100 Wood - - - First Level BALCONY 103 Wood - - - First Level BALCONY 112 Wood - - - First Level BALCONY 121 Wood - - - First Level BALCONY 173 Wood - - - First Level BALCONY 174 Wood - - - First Level BALCONY 184 Wood - - - First Level BALCONY 193 Wood - - - First Level BALCONY 221 Wood - - - First Level BALCONY 236 Wood - - - First Level BALCONY 246 Wood - - - First Level BALCONY 260 Wood - - - First Level BALCONY 273 Wood - - - First Level BALCONY 287 Wood - - - First Level BALCONY 299 Wood - - - First Level BALCONY 329 Wood - - - First Level BALCONY 344 Wood - - - First Level BALCONY 345 Wood - - - First Level BALCONY 359 Wood - - - First Level First Level: 26 BALCONY 130 Wood - - - Second Level BALCONY 139 Wood - - - Second Level BALCONY 148 Wood - - - Second Level BALCONY 410 Wood - - - Second Level BALCONY 419 Wood - - - Second Level BALCONY 435 Wood - - - Second Level BALCONY 450 Wood - - - Second Level BALCONY 463 Wood - - - Second Level BALCONY 472 Wood - - - Second Level BALCONY 489 Wood - - - Second Level BALCONY 490 Wood - - - Second Level BALCONY 500 Wood - - - Second Level BALCONY 503 Wood - - - Second Level BALCONY 532 Wood - - - Second Level BALCONY 547 Wood - - - Second Level BALCONY 571 Wood - - - Second Level BALCONY 585 Wood - - - Second Level BALCONY 600 Wood - - - Second Level BALCONY 601 Wood - - - Second Level BALCONY 615 Wood - - - Second Level BALCONY 627 Wood - - - Second Level BALCONY 628 Wood - - - Second Level BALCONY 630 Wood - - - Second Level BALCONY 641 Wood - - - Second Level BALCONY 656 Wood - - - Second Level BALCONY 665 Wood - - - Second Level BALCONY 761 Second Level Second Level: 27 Grand total: 53 Living / Dining Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level LIVING / DINING 6 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 23 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 43 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING 47 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 69 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 75 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 90 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 102 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 108 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 117 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 126 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 171 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING 176 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING 185 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 201 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING 218 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 229 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING 237 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 251 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 264 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 280 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 293 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 305 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING 320 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 341 Carpet Wood Gyp. Bd. Gyp.Bd. First Level LIVING / DINING 346 Carpet Wood Gyp. Bd. Gyp.Bd. First Level First Level: 26 LIVING / DINING 135 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 144 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 153 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 379 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 398 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 411 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 421 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 441 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 456 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING 470 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 487 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING 496 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING 502 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 513 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING 527 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 540 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING 555 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 561 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 580 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 587 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 607 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING 626 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING 632 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 648 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING 664 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level LIVING / DINING 666 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level Second Level: 26 LIVING / DINING 689 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level LIVING / DINING 704 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level LIVING / DINING 713 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level LIVING / DINING 734 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level Loft Level: 4 Grand total: 56 Closet Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level CLO. 17 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 21 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 54 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 59 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 66 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 67 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 68 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 70 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 71 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 78 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 162 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 219 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 223 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 226 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 227 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 233 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 248 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 262 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 276 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 283 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 284 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 285 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 290 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 297 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 302 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 303 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 307 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 309 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 311 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 316 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 332 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 336 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 338 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 339 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 349 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 354 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 355 C.T. Wood Gyp. Bd. Gyp.Bd. First Level CLO. 357 C.T. Wood Gyp. Bd. Gyp.Bd. First Level First Level: 38 CLO. 370 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 374 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 376 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 377 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 386 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 389 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 390 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 404 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 413 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 422 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 429 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 430 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 432 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 438 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 443 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 444 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 446 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 478 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 530 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 534 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 536 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 537 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 543 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 564 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 573 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 589 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 593 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 594 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 595 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 604 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 609 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 610 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 613 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 633 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 634 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 636 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 643 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 646 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 653 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 654 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level CLO. 677 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level Second Level: 41 CLO. 395 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level CLO. 683 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level CLO. 686 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level CLO. 687 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level CLO. 695 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level CLO. 706 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level CLO. 722 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level CLO. 728 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level CLO. 730 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level CLO. 731 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level CLO. 735 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level Loft Level: 11 Grand total: 90 Kitchen Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level KITCHEN 14 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 22 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 42 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 46 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 56 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 74 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 89 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 101 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 107 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 116 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 125 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 169 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 186 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 202 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 217 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 235 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 238 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 250 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 263 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 278 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 292 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 313 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 319 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 334 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level KITCHEN 351 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level First Level: 25 KITCHEN 134 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 143 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 152 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 372 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 399 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 420 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 425 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 440 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 461 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 471 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 479 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 501 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 510 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 528 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 545 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 556 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 562 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 579 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 597 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 606 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 625 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 637 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 649 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 663 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level KITCHEN 675 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level Second Level: 25 KITCHEN 690 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level KITCHEN 703 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level KITCHEN 720 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level KITCHEN 733 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level Loft Level: 4 Grand total: 54 Lobby Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level LOBBY 4 Carpet Wood Gyp. Bd. Gyp.Bd. Lower Level Lower Level: 1 LOBBY 363 Carpet Wood Gyp. Bd. Gyp.Bd. First Level First Level: 1 LOBBY 629 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level Second Level: 1 Grand total: 3 Lounge Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level LOUNGE 364 Carpet Wood Gyp. Bd. Gyp.Bd. First Level First Level: 1 LOUNGE 384 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level Second Level: 1 Grand total: 2 # REVISION DATE ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:25:08 PM ORONO APARTMENTS PERMIT SET Room Finishing Schedules A601 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 Coats Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level COATS 12 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 29 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 39 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 51 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 88 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 95 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 110 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 119 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 128 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 167 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 182 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 191 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 203 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 212 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 245 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 258 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 272 C.T. Wood Gyp. Bd. Gyp.Bd. First Level COATS 325 C.T. Wood Gyp. Bd. Gyp.Bd. First Level First Level: 18 COATS 137 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 146 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 155 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 408 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 418 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 455 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 465 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 481 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 492 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 509 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 511 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 522 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 554 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 566 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 578 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 623 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 662 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level COATS 671 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level Second Level: 18 COATS 699 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level COATS 718 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level Loft Level: 2 Grand total: 38 Hallway Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level HALL 170 Carpet Wood Gyp. Bd. Gyp.Bd. First Level HALL 179 Carpet Wood Gyp. Bd. Gyp.Bd. First Level HALL 328 Carpet Wood Gyp. Bd. Gyp.Bd. First Level HALLWAY 365 Carpet Wood Gyp. Bd. Gyp.Bd. First Level First Level: 4 HALL 483 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level HALL 498 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level HALL 624 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level HALLWAY 679 Carpet Wood Gyp. Bd. Gyp.Bd. Second Level Second Level: 4 HALL 700 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level HALL 719 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level HALLWAY 743 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level Loft Level: 3 Grand total: 11 Laundry Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level LAUNDRY 40 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level LAUNDRY 83 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level LAUNDRY 96 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level LAUNDRY 111 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level LAUNDRY 120 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level LAUNDRY 129 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level LAUNDRY 168 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level LAUNDRY 192 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level LAUNDRY 205 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level LAUNDRY 243 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level LAUNDRY 318 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level LAUNDRY 326 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level First Level: 12 LAUNDRY 138 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level LAUNDRY 147 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level LAUNDRY 156 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level LAUNDRY 416 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level LAUNDRY 454 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level LAUNDRY 467 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level LAUNDRY 482 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level LAUNDRY 508 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level LAUNDRY 514 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level LAUNDRY 553 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level LAUNDRY 622 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level LAUNDRY 661 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level Second Level: 12 LAUNDRY 701 Carpet Wood Gyp. Bd. Gyp.Bd. Loft Level LAUNDRY 716 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level Loft Level: 2 Grand total: 26 Office Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level OFFICE 744 Carpet Wood Gyp. Bd. Gyp.Bd. Lower Level Lower Level: 1 OFFICE 361 Carpet Wood Gyp. Bd. Gyp.Bd. First Level First Level: 1 Grand total: 2 Mechanical Room Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level MECH. 1 Lower Level Lower Level: 1 MECH. 8 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 25 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 35 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 48 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 63 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 92 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 99 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 104 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 113 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 122 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 164 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 175 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 187 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 200 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 222 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 239 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 252 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 265 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 281 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 294 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 306 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 321 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 343 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 358 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 367 C.T. Wood Gyp. Bd. Gyp.Bd. First Level MECH. 760 First Level First Level: 26 MECH. 131 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 140 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 149 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 381 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 392 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 400 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 427 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 449 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 457 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 469 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 488 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 499 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 504 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 517 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 531 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 546 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 549 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 560 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 581 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 591 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 616 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 618 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 639 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 655 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 657 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level MECH. 667 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level Second Level: 26 MECH. 691 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level MECH. 702 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level MECH. 712 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level MECH. 738 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level Loft Level: 4 Grand total: 57 Storage Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level STO. 2 C.T. Wood Gyp. Bd. Gyp.Bd. Lower Level Lower Level: 1 STO. 383 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level Second Level: 1 STO. 396 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level STO. 397 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level STO. 739 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level STO. 740 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level Loft Level: 4 Grand total: 6 Water Heater Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level WH 9 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 26 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 41 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 55 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 73 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 159 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 177 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 194 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 195 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 196 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 207 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 215 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 234 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 242 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 253 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 266 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 277 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 291 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 317 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 327 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 333 C.T. Wood Gyp. Bd. Gyp.Bd. First Level WH 350 C.T. Wood Gyp. Bd. Gyp.Bd. First Level First Level: 22 WH 197 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 198 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 199 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 371 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 401 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 415 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 424 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 439 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 475 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 495 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 518 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 526 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 544 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 551 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 559 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 582 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 590 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 605 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 620 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 640 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 652 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level WH 668 C.T. Wood Gyp. Bd. Gyp.Bd. Second Level Second Level: 22 WH 694 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level WH 708 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level WH 724 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level WH 742 C.T. Wood Gyp. Bd. Gyp.Bd. Loft Level Loft Level: 4 Grand total: 48 Bathroom Finish Schedule Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Level BATH 3 C.T. Gyp. Bd. / C.T. Gyp.Bd. Lower Level Lower Level: 1 BATH 11 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 18 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 30 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 31 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 38 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 50 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 53 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 60 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 65 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 79 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 81 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 84 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 94 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 109 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 118 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 127 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 157 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 166 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 183 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 190 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 204 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 214 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 216 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 224 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 232 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 244 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 256 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 257 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 270 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 271 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 275 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 282 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 289 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 298 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 310 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 315 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 324 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 331 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 337 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 348 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level BATH 356 C.T. - Gyp. Bd. / C.T. Gyp.Bd. First Level First Level: 41 BATH 136 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 145 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 154 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 369 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 375 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 385 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 391 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 405 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 406 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 417 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 423 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 431 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 437 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 445 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 453 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 459 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 464 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 474 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 480 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 491 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 507 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 512 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 524 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 525 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 535 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 542 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 552 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 565 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 568 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 575 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 576 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 588 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 596 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 603 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 612 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 621 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 635 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 644 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 651 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 660 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 673 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level BATH 674 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Second Level Second Level: 42 BATH 394 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level BATH 684 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level BATH 693 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level BATH 698 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level BATH 709 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level BATH 715 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level BATH 725 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level BATH 729 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level BATH 736 C.T. - Gyp. Bd. / C.T. Gyp.Bd. Loft Level Loft Level: 9 Grand total: 93 # REVISION DATE 1 1.1 2 3 4 4.1 5 6 7 8 9 109.1 11 12 13 14 15 2 CASEMENT + 1 FIXED 8' - 0" 5' - 0 " 5' - 0 " 5' - 0"3' - 0" 5' - 0 " 1 2 3 ISSUE DATE: PROJECT NUMBER: 2280 Watertown Road, Long Lake, MN 55356-9419 952.476.4434 ·Fax 952.476.5863 · nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners OWNER: 4/3/2020 3:25:10 PM ORONO APARTMENTS PERMIT SET Door and Window Schedules A700 Project Number 2745 KELLEY PARKWAY ORONO, MN 55356 ORONO APARTMENTS, LLC WAYZATABAY REALTY, 3071 LAKE SHORE BLVD. WAYZATA, MN 55391 Door Schedule MARK DESCRIPTION DOOR MATERIAL FRAME MATERIAL FIRE RATING COUNT WIDTH HEIGHT Thickness HARDWAR E GROUP 1 DOUBLE SLIDING SAFETY GLASS METAL 30 8' - 2" 7' - 0" 0' - 1 3/4" 1.1 ENTRY DOUBLE SWING DOOR W/ SIDELITE WOOD METAL 1 6' - 0" 7' - 0" 0' - 1 3/4" 2 DOUBLE SLIDING SAFETY GLASS METAL 29 7' - 2" 7' - 0" 0' - 1 3/4" 3 5 3' - 0" 7' - 0" 0' - 1 3/4" 4 SWING DOOR WOOD WOOD 175 3' - 0" 6' - 8" 0' - 1 3/8" 4.1 SWING DOOR - STAIRS WOOD WOOD 20 MINS. 4 3' - 0" 6' - 8" 0' - 1 3/8" 5 SWING DOOR WOOD WOOD 226 3' - 0" 6' - 8" 0' - 1 3/8" 6 SWING DOOR - LOUVERED WOOD WOOD 13 3' - 0" 6' - 8" 0' - 1 3/8" 7 76 2' - 0" 6' - 8" 0' - 1 3/8" 8 POCKET DOOR WOOD WOOD 34 3' - 2" 7' - 0" 0' - 1 3/8" 9 SWING DOOR WOOD WOOD 18 2' - 10" 6' - 8" 0' - 1 3/8" 10 BARN STYLE DOOR WOOD WOOD 6 3' - 0" 7' - 0" 0' - 1 3/4" 11 BIFOLD DOOR WOOD WOOD 10 5' - 0" 7' - 0" 0' - 1 1/2" 12 DOUBLE SWING WOOD WOOD 8 4' - 0" 6' - 8" 0' - 1 3/8" 14 ROLL-UP SEGMENTED INSULATED GARAGE DOOR METAL METAL 1 18' - 0" 8' - 0" 0' - 2" 15 BIFOLD DOOR WOOD WOOD 1 2' - 6" 6' - 8" 0' - 1 3/8" 16 ROLL-UP INTERIOR SECTIONAL DOOR METAL METAL 1 8' - 0" 6' - 6" 0' - 2" Grand total: 638 638 1/4" = 1'-0" DOOR TYPES # REVISION DATE Window Schedule Type Mark Type Width Height Rough Opening Sill Height Qty. Comments 1 14 2 60" x 60" 5' - 0" 5' - 0" 101 3 36" x 60" 3' - 0" 5' - 0" See Manuf. 1' - 9 3/4" 14 Window Assembly: Single Grand total: 129 1/4" = 1'-0" WINDOW TYPES 1027 1026 1023 1026 1024 1026 1025 1026 1025 1023.51024 1024 1 0 2 1 1 0 2 0 1 0 1 9 1 0 2 0 1 0 2 11022 1025 1024 1023 1026 10 27 1027 1027 1 0 2 7 1023 1024 1 0 2 4 1026 1 0 2 6 1024 1 0 2 6 10 2 6 1025 1024 1023 1 0 2 4 1024 10 2 5 10 2 6 1026 102310221021.2 5 1021.25 1 0 2 2 1026 1024 10 2 4 1 0 2 4 1026 1023.5 1 0 2 41023 1025 10 2 5 1025 1021 1 0 2 2 1 0 2 4 1 0 2 5 1 0 2 3 1 0 2 3 1022.5 1022.5 1025 1024 1026 1023 1022 1 0 2 2 1 0 2 3 1 0 2 51 0 2 6 1 0 2 6 1025 1024 1023 1 0 2 5 1 0 2 5 1 0 2 5 1023 1023 1 0 2 4 1 0 2 5 1 0 2 5 1024 10 25 1022 PROPOSED BUILDING #2745 1023 1024 1 0 2 5 1022 1 0 2 4 1 0 2 3 1023 1 0 2 1 1022 1023 1024 1 0 2 4 1 0 2 2 1 0 2 5 1 0 2 3 1023 1 0 2 3 1023 1022 1 0 2 3 MAIN FLOOR = GARAGE LEVEL = 1028.0 1018.0 1 0 2 3 NORTH EDGE OF BLACKTOP ROADWAY QTY. PLANT SIZE TREES 14 AUTUMN BLAZE MAPLE 2.5" BB 5 CRAB,PRAIRIEFIRE 2.5" BB 2 SKYLINE LOCUST 2.5" BB AUTUMN BLAZE MAPLEKELLEY PARKWAY AUTUMN BLAZE MAPLE CRAB,PRAIRIEFIRE SKYLINE LOCUST 4 HACKBERRY 2.5" BB HA C K B E R R Y GR E E N M O U N T A I N M A P L E 5 GREEN MOUNTAIN MAPLE 2.5" BB 2 LILAC, JAPANESE TREE 2.5" BB LILAC, JAPANESE TREE 6 MAGNOLIA LEONARD MESSIL 2.5" BB MAGNOLIA LEONARD MESSIL SCRUBS and GRASSES 33 FEATHER REED GRASS #I CONT.FEATHER REED GRASS 84 PRAIRIE DROPSEED #I CONT. PRAIRIE DROPSEED SEA GREEN JUNIPER #I CONT. SEA GREEN JUNIPER BLACK HILL SPRUCE BLACK HILL SPRUCEBLACK HILL SPRUCE 10 BLACK HILL SPRUCE 6' LANDSCAPE PLAN 3/20/2020 12 DWARF BARBERRY 8 D W A F T B A R B E R R Y EXISTING TRASH ENCLOSURE SITE SIGN 337.35' 29 5 . 0 ' 337.31' 29 5 . 0 ' 20 DWARF BARBERRY #I CONT. SODDING All disturbed soil shall be sodded. LAWN IRRIGATION Subcontractor shall submit shop drawings for approval of a lawn irrigation system. TRASH ENCLOSURE Trash enclosure shall be screened as shown. 1 - LANDSCAPE NOTES 2 - 3 - SCALE 1"= 20'-0" 14 MINUTES OF THE ORONO PLANNING COMMISSION Tuesday, February 18, 2020 6:00 p.m. _____________________________________________________________________________________ Page 1 of 2 2. LA20-000001 WEBER ARCHITECT & PLANNERS, 2745 KELLEY PARKWAY, MASTER DEVELOPMENT PLAN, 7:42 P.M. – 8:01 P.M. Neil Weber, Applicant, was present. Staff presented a summary of packet information. Ressler stated that this is 56 units, but asked Barnhart to clarify his statements regarding the guest apartment. Barnhart stated that the final plan shows 2 guest apartments, one on the third floor and the other on the second floor. He noted that these units will not have kitchen facilities, just a bedroom and bathroom. Ressler asked if the plans then eliminated 2 of the previously planned units to keep the total at 56 units. Barnhart stated that they are not because the City does not consider the guest apartments units, similar to the guest unit CUP earlier today. Ressler confirmed that the City is asking them to keep it below 30 feet so they will be modifying the roofline. Barnhart stated that Staff is recommending this and has provided feedback to the applicant that the building should be kept below 30 feet. He noted that this information was included in Staff’s comments so it will be incorporated into the motion. Libby asked if there were any changes made to the parking arrangements. Barnhart answered that the number of parking stalls remained the same but there were some minor modifications made to the layout. Libby asked for the total number of parking spots. Barnhart stated that the requirement is 2 spaces per unit. He stated that there are 73 parking spaces underground and 52 spaces above ground. He noted that there are some parking spots that are earmarked for the medical office space next door. Thiesse asked if the City still had the mansard roof requirements and if the peak is taken off the entrance whether that will become one. Barnhart stated that Staff is comfortable with the change they are making. Neil Weber, Weber Architects, Long Lake, explained that as they were making the plans, they found a spot on the third floor that would work for the guest apartment. He explained that there is a high demand for this type of accommodation especially at Christmas time. He noted that they are altering the landscape plan and explained the reason the entrance would be moving because of some of the requirements from the MCWD. He stated that they have been working with staff on these changes. MINUTES OF THE ORONO PLANNING COMMISSION Tuesday, February 18, 2020 6:00 p.m. _____________________________________________________________________________________ Page 2 of 2 Gettman asked why the plans went well above the 30-foot height requirement when 29 feet was the original planned height. Mr. Weber stated that when they moved from preliminary to final, they tweaked the design because they thought it looked better, but were willing to change their design based on feedback from Staff. Chair Ressler opened the public hearing at 7:57 p.m. There were no public comments relating to this application. Chair Ressler closed the public hearing at 7:57 p.m. Ressler stated that he feels the Commission should discuss that the application started with 56 units and is ending with 56 units, however they are adding 2 additional units as guest quarters. Barnhart stated that it is adding 1 unit because the original approval was for 56 units and 1 guest unit and this is asking for 56 units and 2 guest units. Thiesse stated that if the applicant came back and stated that they would be having one more two- bedroom unit and one less one-bedroom unit, he doesn’t think the City could even have a comment on those plans. Ressler stated that is what he was thinking too but wanted to input of the Commission. Bollis stated that it is an accommodation for guests and will not be used full-time. He explained that his mother lives in a building similar to this and the guest units are used quite frequently and are quite convenient. Ressler confirmed that the guest spaces will not have kitchen facilities so it is similar to a hotel room. He stated that he thinks it is a nice touch for residents to be able to have these available. Bollis stated that he is fine with the plans as presented and noted that he would also be fine with the gable on the roof and feels it will look a bit silly without it, but understands that it doesn’t meet code. Thiesse stated that on the other hand, the Commission is a recommending body and noted that the applicant could run the idea of keeping the gable by the Council for a final decision. Libby stated that he had just noticed something or he would have asked the question of staff earlier. He stated that he liked the original idea of there being an 8-foot bituminous trail and sees a comment where it says “not necessary” and asked what that means. Barnhart explained that the City has learned that the Wayzata Boulevard project will have a bituminous trail within the right-of-way, so it will not be necessary for this application to include the trail. He stated that Staff is recommending a connection to that trail from the parking lot. Gettman moved, Libby seconded, to recommend approval of Application No. LA20-000001 Weber Architect & Planners, 2745 Kelley Parkway, Master Development Plan, per staff recommendations and conditions. VOTE: Ayes 6, Nays 0. February 3, 2020 Updated 4/1/2020 4/8/2020 Neil Weber 2280 Watertown Road VIA EMAIL Long Lake, MN 55356 nw@weberarchitects.com Re: Orono Apartment File #LA20-000001 The City has received and completed its’ review of plans for the proposed Orono Apartments, planned as an RPUD. Staff’s analysis is based on the applicable RPUD requirements, and/or the Councils approval of the general development plan. (The numbers in parenthesis after each comment correspond to the applicable subparagraph of section 78-626). It is expected that these items be addressed prior to the City Council meeting, unless otherwise noted. It is anticipated that the City Council will review this application at their meeting on March 9th. 1. Engineering comments provided by Bob Bean in his letter of January 23, 2020 shall be addressed as indicated. Items required prior to construction provided. 2. Staff has reviewed the landscape plan submitted. The RPUD code includes specific requirements of the landscaping plan. They can be found in Section 78-626 (14). The plan should be adjusted to meet the following requirements: Landscape plan requirements. Landscape plans shall be prepared by a landscape architect or other qualified person acceptable to the city, drawn to the scale of not less than one inch equals 50 feet and shall show the following: 1. Boundary lines of the property with accurate dimensions; Provided 2. Locations of existing and proposed buildings, parking lots, roads, trails and other improvements; Provided 3. Proposed grading plan with two-foot contour intervals; Provided 4. Location, approximate size and common name of existing trees and shrubs; Provided 5. A planting schedule containing symbols, quantities, common and botanical names, size of plant materials, root condition and special planting instructions; Provided 6. Planting details illustrating proposed locations of all new plant material; 7. Locations and details of other landscape features, including berms, fences and planter boxes; Not applicable 8. Details of restoration of disturbed areas, including areas to be sodded and seeded; Note added 9. Location and details of irrigation systems; and Note added 10. Details and cross sections of all required screening. Not provided -Items in bold are not shown on the landscape plan. 3. Additional landscaping related comments include: a. Based on the size of the building and the size of the site 10 coniferous trees, these must be 6 feet in height are required. (14b) Provided b. Additional understory shrubs are required, in particular along the parking lot fronting Kelley Parkway. Provided c. Landscaping performance security is required, equal to 150% of the landscaping and screening costs. Need costs to determine escrow amount, to be added as part of building permit requirements. d. Please provide top and bottom of retaining wall elevations. Retaining walls higher than 4 feet will need to include engineering. (14f) Provided e. An escrow agreement for the landscaping improvements will need to be established, and a security valid for two years after installation will be required. (14e) Document drafted, signature will be necessary as part of the final approval. 4. The existing dumpster enclosure needs to be screened. (15.a5) Plantings added, will not be screened. 5. How will trash be handled? Will there be a collection area in the parking garage? (15d) Note added 6. I will need to confirm the building height with full plans. (7b) Confirmed 7. A covenant document will need to be signed and recorded that: (7c, 14d) Document drafted a. Prohibits outside storage. b. Maintenance of the building and grounds. 8. Please confirm building materials and colors. (15a) Provided 9. The general master plan resolution noted the provision of a cash donation in lieu of providing private recreation area. That amount was determined to be $41,500. (11) To be provided at time of permit approval. 10. A signage plan should be prepared, and include freestanding and building signage. (13) Shown 11. Please indicate on the plans where the mechanical units are proposed. These should be fully screened from view. (15d) Note added 12. A Lighting Plan is required. The Plan should feature shoebox style lights in the parking lot with no measurable light beyond the property line. (20) Note added 13. The sidewalk along Kelley Parkway will need to connect to the existing sidewalks on either end. Some field adjustment may be necessary. (21) Shown 14. The trail along the south of the property will be constructed in the Right of Way as part of a different project. I recommend this project connect to the trail near the parking lot on the west end of project. (21) Shown 15. The City will begin development of the escrow agreement (see comment 3c above), and the covenant (see comment 6) documents. These and the applicable easements will need to be signed, as will the security and private recreational funds provided prior to building permit issuance. Document provided. Please feel free to contact me at 952.249.4626 or by email at jbarnhart@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO Jeremy Barnhart, AICP Community Development Director H:\ORNO\C13115486\z-LA18-000036_2745 Kelley Parkway\2745KelleyPkwy-2_2020-01-23.docx January 23, 2020 City of Orono Attn: Adam Edwards 2750 Kelley Parkway Orono, MN 55356 RE: Site Plan Application #LA18-000036 2745 Kelley Parkway Engineering Review #2 Dear Adam: As requested, we have completed an engineering review of the documents submitted for the above referenced project. We offer the following observations, comments, and recommendations for your consideration: Items to be completed prior to Approval 1. The Final Stormwater Management Plan, approved by MCWD, must be submitted to the City for their records. 2. Drainage and Utility Easements must be provided to adequately cover utilities as follows. Exhibits and descriptions should be submitted for review, and after City approval, easements should be recorded with the County. a. Watermain, hydrants, and valves (except private service lines) b. Stormwater management facilities used to meet governmental requirements 3. A 10’ trail easement must be provided adjacent to the south lot line. Exhibit and description should be submitted for review, and after City approval, easement should be recorded with the County. Items to be completed prior to Construction 4. A separate City permit must be obtained for the sanitary sewer and water connections. 5. The condition of the regional pond east of the site must be reviewed by the City and Contractor prior to any work. The pond bottom must be verified with survey prior to any work, and once work commences, the Contractor shall be responsible for removing any sediment added to the pond due to site construction. 6. The condition of Kelley Parkway and adjacent sidewalk must be reviewed by the City and Contractor prior to any work and verified with video or pictures. Any damage to the street or sidewalk after work commences shall be deemed to be caused by the Contractor and the Owner’s responsibility to repair. 7. All work within public right-of-way and connections to watermain must be coordinated with the City. Contractor must provide a minimum 48 hour prior notice. 8. All construction equipment must be parked on site. Clear drive lanes must be maintained on Kelley Parkway at all times. 9. Temporary barricades must be installed at the west entrances to direct traffic through the rock Site Plan Application #LA18-000036 2745 Kelley Parkway Page 2 H:\ORNO\C13115486\z-LA18-000036_2745 Kelley Parkway\2745KelleyPkwy-2_2020-01-23.docx entrance until the site is permanently stabilized. 10. Extent of removals at connections to existing pavement shall be coordinated in the field with the City prior to any work. Concrete sidewalk removal limits shall be located at a joint. Bituminous pavement should be saw-cut for clean match lines. 11. Once the sanitary sewer stub is exposed and location, size, and elevation are field verified, layout and design of service connection must be submitted to City for review and approval prior to construction. 12. The Contractor must submit a Site Management Plan prior to work. The plan must outline concrete management, work that will require dewatering, and any other work requiring protective measures to minimize potential for negative environmental impact. 13. The Contractor must be required to submit a Traffic Control Plan prior to work. 14. The applicant will be required to obtain a General Construction Permit (NPDES) to discharge stormwater associated with construction activity since more than 1 acre will be disturbed. A copy of the permit must be submitted prior to any land disturbing activity. 15. The applicant must submit a Maintenance Agreement for all stormwater management structures and facilities, listing the City as a party to Agreement. The agreement should define maintenance responsibilities following completion of project, specify types and frequencies of inspection and maintenance activities, and designate who will conduct inspection and maintenance activities. If you have any questions or comments, please contact me to discuss. Sincerely, Bolton & Menk, Inc. Robert E. Bean, Jr., P.E. Water Resources Engineer RE: Site Plan Application #LA18-000036 2745 Kelley Parkway Engineering Review #1 Dated 24 April 2018 Robert E Bean, Jr. PE Bolton & Menk This memo addresses the comments made in the Engineering review letter dated24 April 2018 by Robert Bean (Bolton & Menk) A. The following items will need to be addressed by the contractor in a Pre-Construction meeting before site construction starts; #2, #3, #4, #5, #6, #7, #10, #13, #23, #24, #28 (Please let us know who should be included in such a meeting.) B. #1 and #25, #26, #27….These items has been addressed with the MCWD and we have obtained a permit. See Attached. C. #8, #9, #11, #12, #14, #15, #16, #17, #18, #19, #20, #21….All of these items have been added to the Civil Documents. D. #22…Landscape plan as previously approved Neil Weber, AIA Weber Architects & Planners, LLC cc. Adam Edwards, Jeremy Barnhart Attachments; MCWD permit approval, Civil Documents PO Box 930, Wayzata, MN 55391 952-476-4434 nw@weberarchitects.com H:\ORNO\C13115486\z-LA18-0000.3_2745 Kelley Parkway\2745KelleyPkwy-1_2018-04-09.docx April 24, 2018 City of Orono Attn: Adam Edwards 2750 Kelley Parkway Orono, MN 55356 RE: Site Plan Application #LA18-000036 2745 Kelley Parkway Engineering Review #1 Dear Adam: As requested, we have completed an engineering review of the documents submitted for the above referenced project. We offer the following observations, comments, and recommendations for your consideration: 1.The regional pond located to the east provides rate control for stormwater runoff from this parcel. Due to rule changes since the pond’s construction though, stormwater management measures must now be included to limit runoff volume and discharge of Total Suspend Solids and Total Phosphorus to that of existing conditions. The proposed stormwater runoff management plan will provide volume and pollutant control as required. 2.A separate City permit must be obtained for the sanitary sewer and water connections. 3.The condition of the regional pond east of the site must be reviewed by the City and Contractor prior to any work. The pond bottom must be verified with survey prior to any work, and once work commences, the Contractor shall be responsible for removing any sediment added to the pond due to site construction. 4.The condition of Kelley Parkway and adjacent sidewalk must be reviewed by the City and Contractor prior to any work and verified with video or pictures. Any damage to the street or sidewalk after work commences shall be deemed to be caused by the Contractor and the Owner’s responsibility to repair. 5.All work within public right-of-way and connections to watermain must be coordinated with the City. Contractor must provide a minimum 48 hour prior notice. 6.All construction equipment must be parked on site. Clear drive lanes must be maintained on Kelley Parkway at all times. 7.Temporary barricades must be installed at the west entrances to direct traffic through the rock entrance until the site is permanently stabilized. 8.Drainage and Utility Easements must be revised to adequately cover utilities as follows: a.Watermain, hydrants, and valves (except private service lines) b.Stormwater management facilities used to meet governmental requirements 9.A 10’ trail easement must be provided adjacent to the south lot line. 10.Extent of removals at connections to existing pavement shall be coordinated in the field with the City prior to any work. Concrete sidewalk removal limits shall be located at a joint. Bituminous pavement should be saw-cut for clean match lines. 11.A concrete apron must be installed at the new connection to Kelley Parkway per City Site Plan Application #LA18-000036 2745 Kelley Parkway Page 2 H:\ORNO\C13115486\z-LA18-0000.3_2745 Kelley Parkway\2745KelleyPkwy-1_2018-04-09.docx requirements, and a detail should be included accordingly. 12.Pedestrian ramps must be provided on the sidewalk adjacent to Kelley Parkway at the connections to the driveway entrances and on the accessible routes to the building, and a detail should be included accordingly. 13.Once the sanitary sewer stub is exposed and location, size, and elevation are field verified, layout and design of service connection must be submitted to City for review and approval prior to construction. 14.In order to limit potential for sewer blockages, a grinder pump should be included prior to connection to public sanitary sewer. 15.The final location of fire hydrants, valves, and fire connections must be reviewed by the Fire Chief. 16.Due to heavy soils in the area, the applicant should consider installing finger drains at low point inlets, and a detail should be included accordingly. 17.Pretreatment of runoff should be provided at the curb cut to the Area 3 rain garden. A Rain Guardian or similar device should be considered for this location. 18.Additional information should be provided for the proposed draintile to adequately define pipe characteristics (i.e. invert elevation, diameter, material, slope, etc.), and a detail should be provided to depict the typical section. 19.Additional information should be provided to adequately define rain garden construction. A detail should be included to define the typical section, and sequencing notes should be included to define installation procedures and schedule. 20.The trunk storm sewer on the south side of the parcel should be indicated on the plans. 21.The rain gardens should be revised as follows: a.The inlet east of Area 3 rain garden should be relocated to inside the basin 0.75’ above the basin bottom. b.Catchbasin inlets should be installed for Area 4 and 5 rain gardens to provide the primary outlet. Inlets should be located 0.75’ above basin bottom and connected to the trunk storm sewer line on the south side of the property. c.Surface overflows should be provided for the rain gardens at the 100 year high water level. 22.A Landscape Plan should be submitted to verify adequate restoration and plantings are provided. The final locations of trees should be coordinated to avoid conflict with utilities, and native vegetation should be considered for the rain garden areas. 23.The Contractor should be required to submit a Site Management Plan prior to work. The plan should outline concrete management, work that will require dewatering, and any other work requiring protective measures to minimize potential for negative environmental impact. 24.The Contractor should be required to submit a Traffic Control Plan prior to work. 25.The applicant will be required to obtain Minnehaha Creek Watershed District (MCWD) approval and permitting. A copy of any approvals or permits required should be submitted conditional to Final approval. 26.The applicant will be required to obtain a General Construction Permit (NPDES) to discharge stormwater associated with construction activity since more than 1 acre will be disturbed. A copy of the permit should be submitted prior to any land disturbing activity. 27.The applicant will be required to submit a Maintenance Agreement for all stormwater management structures and facilities. The agreement should define maintenance responsibilities following completion of project, specify types and frequencies of inspection and maintenance activities, and designate who will conduct inspection and maintenance activities. 28.Record drawings must be submitted upon completion of the project. Site Plan Application #LA18-000036 2745 Kelley Parkway Page 3 H:\ORNO\C13115486\z-LA18-0000.3_2745 Kelley Parkway\2745KelleyPkwy-1_2018-04-09.docx If you have any questions or comments, please contact me to discuss. Sincerely, Bolton & Menk, Inc. Robert E. Bean, Jr., P.E. Water Resources Engineer AGENDA ITEM Prepared By: LLO Reviewed By: J. Barnhart Approved By: DJR 1. Purpose. This application is regarding a conditional use permit (“CUP”) to permit plumbing, including a shower, within an accessory building. 2. MN§15.99 Application Deadline. The application was received and was considered to be complete on March 10, 2020. The 60-Day review period expires on May 9, 2020. 3. Background/ Summary. The applicant wishes to install bathroom facilities which include a shower within an accessory building with a garage on their property which includes a kitchen and recreational space. The building is conforming to setbacks, size, use, and design. A CUP is required due to the proposed shower. 4. Planning Commission Vote and Comment. On March 16th, the Planning Commission held a public hearing. Following the public hearing the Planning Commission voted 6 to 0 on a motion to recommend approval of the requested CUP subject to the recording of the required covenants. 5. Public Comment. A letter dated April 6th 2020 from Mr. Bill Griffith, representing the Huelers, was submitted opposing the application. An email dated March 13, 2020 from the Huelers, an abutting neighbor, was submitted opposing the project for the Planning Commission review. Mr. Bill Griffith spoke against the application and noted an open violation regarding shoreline issues. Councilmember and neighbor Richard Crosby spoke supporting the application. The owner and applicant were in attendance and stated they will be meeting all the requirements for the CUP. 6. Staff Recommendation. Staff recommends to provide direction for a resolution and review the conditions listed. COUNCIL ACTION REQUESTED Direct staff to draft a resolution. Exhibits A. Public Comment B. Proposed Plans C. Draft PC Minutes D. PC Staff Report References PC Exhibits 03/16/2020 Exhibit A. Application Exhibit B. Proposed Survey & Hardcover Exhibit C. Landscape Plan Exhibit D. Proposed Plans and Elevations Exhibit E. Narrative Exhibit F. Property Owners List and Map Item No.: 15 Date: April 13, 2020 Item Description:LA20-000016 – Paul Thomas Design Build, 2710 Pence Lane, Conditional Use Permit Presenter: Laura Oakden Planner Agenda Section: Planning Department Report April 6, 2020 City of Orono Mayor Walsh & Councilmembers 2750 Kelley Parkway Orono, MN 55323 SENT VIA US MAIL AND E-MAIL Re: Vogstrom Conditional Use Permit Dear Mayor Walsh and Councilmembers: This office represents Greg and Kelli Hueler (the “Huelers”) who reside at 2715 Pence Lane (“Hueler Property”), Orono (“City”), Minnesota. This letter pertains to the conditional use permit (CUP) application (the “Application”) by Paul Vogstrom (“Vogstrom”) to construct a shower in a detached garage at 2710 Pence Lane, Orono, Minnesota (the “Vogstrom Property”). The Vogstrom Property is still in violation of the City’s shoreland ordinance and state shoreland rules, as well as the subdivision resolution that created the parcel. Pursuant to Minnesota law and City Code the City must address the violations in conjunction with the Application; and as long as the violations exist, the City cannot make the findings required to issue a CUP. The Vogstrom Property, together with the property at 2709 Walters Port Lane, Orono, Minnesota (the “Dunkley Property) are currently the subject of ongoing proceedings related to violations of the City and state shoreland rules. These properties were previously a single parcel and have been the subject of substantial shoreline alterations in violation of the City code state shoreland rules. In September of 2019, the Minnesota Department of Natural Resources issued restoration orders to both the Dunkley Property and the Vogstrom Property (RPN: F890592922006) arising out of the unlawful fill and excavation below the ordinary highwater level. The activities on the properties constitute a violation of Minnesota Rules, and by extension, a violation of the City Code. These proceedings have not been resolved and the required restorations have not yet been completed on either property. The Vogstrom Property has also repeatedly violated the conditions of subdivision approval (File No. LA18-000072) related to the shared driveway with the Hueler Property. Specifically, conditions number 4 and 6: Subdivision Condition No. 4 No driveway connection over Lot 2 to the private driveway shared by Lot 2 and 2715 Pence Lane shall be provided for Lot 1 or any other lot. City of Orono Mayor Walsh & Councilmembers April 6, 2020 Page 2 Subdivision Condition No. 6 The common driveway shared by Lot 2 and 2715 Pence Lane shall be maintained to provide an acceptable driving surface at all times. Our clients have confirmed that Vogstrom has removed the construction fence allowing both the Dunkley Property (Lot 1) and the Vogstrom Property (Lot 2) to access the shared driveway in violation of the above conditions. Minnesota Statutes Section 462.357 462.357, subd 1a.(i) requires that in evaluating all conditional use permits, the city “shall” require the property owner to address storm water, vegetative buffer, and “other conservation-designed actions.” The shoreland regulations falls squarely within the category of conservation-designed actions. Accordingly, the City has a statutory obligation to address the outstanding violations. Any CUP approval must be conditioned on reconciling the shoreland regulation violations. The City Code also requires compliance with the City’s zoning ordinance as a pre-requisite to the issuance of a CUP. Pursuant to City Code Section 78-916(a)(2), the City must find that the proposed use is or will be “compliant with the zoning code.” Here, the proposed use is a single- family home with the addition of a shower in the accessory structure. The existing shoreland ordinance violations and subdivision ordinance violations preclude the City from concluding that finding number 2 is met. Accordingly, as long as there are zoning violations, the City cannot make the required findings and is therefore unable to approve the Application. Vogstrom has repeatedly demonstrated disregard for the City Code and subdivision approvals. It is incumbent upon the City Council to hold Vogstrom accountable for the ongoing violations and ensure compliance with the City Code. Sincerely, William C. Griffith, for Larkin Hoffman Direct Dial: 952-896-3290 Direct Fax: 952-842-1729 Email: wgriffith@larkinhoffman.com Enclosure cc: Greg and Kelli Hueler (via email only) City of Orono Mayor Walsh & Councilmembers April 6, 2020 Page 3 4850-1038-9689, v. 1 From:Kelli Hueler To:Laura Oakden; Melanie Curtis; ghueler@gmail.com; John Thiesse; Christopher Bollis; ericksonrobert@comcast.net; Matt Gettman; Dennis Libby; Mark McCutcheon; JonRessler@outlook.com; Denny Walsh; Aaron H. Printup; Victoria Seals; Richard Crosby; Matt Johnson Subject:Vogstrom permit request Date:Friday, March 13, 2020 1:02:20 PM Dear Laura, Thank you for sending the plans and sketch for what is being proposed by Eric Vogstrom. They are very revealing. It’s incomprehensible that the City could consider this nearly 2,000 square foot structure as anything other than a multipurpose dwelling, including space for guests or other occupants and something that clearly requires variances for a guest house. We understand the City staff believes that by having Eric Vogstrom sign a document prohibiting overnight use and other forms of occupancy that in fact he will comply with the permit. It would be both irresponsible and naïve to consider issuing this permit, based on the repeated violations on record. Before any action is taken on the Vogstrom request it is incumbent on the Planning Commission members to review the many permitting violations, stop work orders, and gross misrepresentations made by Vogstrom. There are many examples of problems with compliance related to City permits, or lack there-of for work done prior to obtaining the appropriate permit. One very stark and egregious example of total disregard for the limits of a permit was the unauthorized alteration of the shoreline of both 2709 Walters Port and 2710 Pence Lane. Unfortunately, the City believed Vogstrom was being truthful when he represented that he was simply completing work within his permit from the Watershed allowing him to put in riprap. This was a blatant misrepresentation. Even when multiple concerned residents contacted the City about the activity, the work continued, based on the belief that Vogstrom’s work was in compliance with his permit. The result was, in the words of a state agency staff member responsible for evaluating the damage, one of the most egregious unlawful alterations of the shoreline they had ever seen. Once the violation had occurred, the City didn’t have any enforcement ability and could not bring forth any consequences. Nothing happened to resolve the situation until the DNR got involved. Vogstrom’s violations often occur after the City offices close for the weekend, so Staff cannot be contacted. One of the weekends when obvious shoreline alteration was occurring we called the police, as instructed by the City Staff regarding the numerous weekend violations, and additionally reached out to Mayor Walsh. Vogstrom produced a copy of his permit and insisted that riprap installation was all that was being done, so the work was allowed to continue. Even when many of the residents on Carmen Bay knew Vogstrom was intentionally extending his shoreline and using heavy equipment within the 75 foot setback to haul substantial amounts of dirt to accomplish the extension. Plumes of dirt were reaching well past other people’s docks (photos were taken), but the work went on due to Vogstrom’s blatant misrepresentations to City officials. Believing that this additional structure will not be used as a guest house would be at a minimum irresponsible, based on the evidence of past violations and the City’s experience with Vogstrom to date. It would mean that the City is knowingly granting a permit to Vogstrom they cannot monitor and have no ability to enforce. This structure should either not have sewer and water brought to it, or Vogstrom should attempt to obtain all necessary permits to build a guest house, which adequately reflects its size and functionality described on the plans. Additionally, the proposed location of this guest house further deviates from what was the character of the area and attempts to jam a third dwelling as close as possible to our driveway easement and entrance to our home. Any building, including the proposed guest house should be closer to his home currently under construction and buffering landscaping should be required. If it has no sewer/water and is truly used as an entertainment building, we respectfully request that this home still be located closer to the Dunkley property. We already have flashing lights and loud music coming from the Dunkley’s newly built arcade and pool facility (which amplifies the sound). The activity has many times continued until well after 2am on weekdays. Additional noise and traffic this close to our house will be intolerable. We respectfully request that the City undertake a thorough review of the combined Vogstrom/Dunkley projects before considering any additional permitting for Vogstrom. All aspects of his projects should be fully in compliance with City Code and any other Agency (Watershed and DNR) orders. Sincerely, Greg & Kelli Hueler INIT IAL DE S I GN D A T E REVISION D A T E S C O P YRIGHT S MH3 DE SIG N GR O U P LLC Authorization Signature: ______________________________________________ ©2020 MH3 Design Group, LLC. DATE CLIENT SHEET # 11435 47th Avenue N Plymouth, MN 55442 PRO J E C T CONSULT | CREATE | CONSTRUCT Do not copy or allow these plans to be copied without an authorization signature from a MH3 Design Group LLC., representative. These plans, drawings, overall forms, composition of spaces, elements of design, and/or general concepts contain condential, proprietary and trade secret information that are exclusive copyrighted property of MH3 Design Group LLC., protected by the United States Copyright Law and all rights are reserved. Any unauthorized use, reproduction, installation, and/or installation of concepts presented within this plan are strictly prohibited without the authorization signature of MH3 Design Group LLC., representative. Companies or person(s) found to be in violation of this copyright will be subject to legal proceedings to recover all damages and compensations. Oce: (763) 400-3944 Direct: (651) 503-6585 MH3DesignGroup.com Mark@MH3DesignGroup.com MH Design Group LLC Vo g s t r o m P r o j e c t 27 1 0 P e n c e L a n e Or o n o , M N 61 2 - 2 5 0 - 9 5 0 0 | e r i c @ v o g u e c o n s t r u c t i o n . c o m FEB. 18, 2020 MARCH 11, 2020 VOGSTROM FEB. 24, 2020 MARCH 9, 2020 MARCH 11, 2020 1 - 4 9 - 1 2 7 - 6 2n d f l ga r f l El e v a t i o n 1 El e v a t i o n 4 El e v a t i o n 2 SHEET:SCALE:, DRAWINGS PROVIDED BY:DESCRIPTION , -DATE:BY DATE NO.PROJECT DESCRIPTION:SHEET TITLE:Vogstrom Detached Garage A-1Paul Thomas Design Build 3/10/2020 1/4" = 1'-0"ELEVATION FR O N T E L E V A T I O N LE F T E L E V A T I O N RI G H T E L E V A T I O N El e v a t i o n 5 ELEVATIONS SHEET:SCALE:, DRAWINGS PROVIDED BY:DESCRIPTION , -DATE:BY DATE NO.PROJECT DESCRIPTION:SHEET TITLE:Vogstrom Detached Garage A-2Paul Thomas Design Build 3/10/2020 1/4" = 1'-0" RE A R E L E V A T I O N S IDING N E VENEERPHALT SHINGLES 3 - 3 4 12 - 3 22 24 - 1 0 46 - 1 0 2 1 - 9 19-3 21-9 2 - 6 46 - 1 0 1 0 21 - 9 12 - 1 0 8 4 - 1 0 95 7 S Q F T FO U N D A T I O N P L A N 16 " x 4 8 " c o n c f t g 30 " x 3 0 " x 1 2 " p a d f t g 20 x 8 f t g 20 x 8 c o n c f t g 4' p o u r d e d c o n c w a l l 20 x 8 c o n c f t g 4' p o u r d e d c o n c w a l l Fo u n d a t i o n SHEET:SCALE:, DRAWINGS PROVIDED BY:DESCRIPTION , -DATE:BY DATE NO.PROJECT DESCRIPTION:SHEET TITLE:Vogstrom Detached Garage A-3Paul Thomas Design Build 3/10/2020 1/4" = 1'-0" UP 3-321-9 13 - 1 11 11 5- 9 12 - 5 6-8 22 24 - 1 0 46 - 1 0 9-79-8 19-3 21-9 2 - 6 46 - 1 0 1 0 1 9 - 9 2 2 1 - 9 13 - 5 7- 5 7 4 - 1 4- 4 9 - 1 1 10 0 0 S Q F T GA R A G E 3- 1 6 " m i c r o l a m 2-14" microlam 3- 2 x 1 0 h e a d e r 3 - 9 1 / 2 " m i c r o l a m 3 - 9 1 / 2 " m l 3-9 1/2" ml va u l t e d t r u s s e s 6x6 post 6x 6 p o s t gi r d e r t r u s s 3- 2 x 1 0 h e a d e r 3- 9 1 / 2 " m i c r o l a m ca n t i l e v e r ca n t i l e v e r 8x 8 p o s t 30 " x 3 0 " x 1 2 " c o n c f t g 5' - 1 0 " d o u b l e d o o r 1s t F l o o r SHEET:SCALE:, DRAWINGS PROVIDED BY:DESCRIPTION , -DATE:BY DATE NO.PROJECT DESCRIPTION:SHEET TITLE:Vogstrom Detached Garage A-4Paul Thomas Design Build 3/10/2020 1/4" = 1'-0" DN B4 0 B4 4 C / 5 C / 5 SB 7 8 S B 3 3 2 1 B4 0 B4 4 SB 7 8 S B 3 3 2 1 RE F . U3 4 2 4 9 6 CO / S D SD SD SD 5- 9 6- 3 4- 1 1 4- 1 1 6- 7 9- 1 0 6- 2 12 6- 8 6-2 47 - 5 15-3 1-21-215-34-10 22-51-6 11 - 6 33 - 2 1- 3 47 - 5 5 - 1 1 0 - 2 4 - 1 0 1 5 - 3 2 - 4 2 2 - 5 2 - 4 92 7 S Q F T UP P E R L E V E L P L A N va u l t e d fu r n a c e w/ h fl o o r d r a i n gi r d e r gi r d e r g i r d e r girder 3- 2 4 " m i c r o l a m 3- 2 4 " m i c r o l a m 3-11 7/8 ml 3- 2 x 1 0 h d r 3 - 2 x 1 0 h d r 3- 2 x 1 0 h d r 2n d F l o o r SHEET:SCALE:, DRAWINGS PROVIDED BY:DESCRIPTION , -DATE:BY DATE NO.PROJECT DESCRIPTION:SHEET TITLE:Vogstrom Detached Garage A-5Paul Thomas Design Build 3/10/2020 1/4" = 1'-0" 9 1 0 - 1 4 2" i n s u l a t i o n UP P E R F L O O R Cr o s s S e c t i o n 2 SHEET:SCALE:, DRAWINGS PROVIDED BY:DESCRIPTION , -DATE:BY DATE NO.PROJECT DESCRIPTION:SHEET TITLE:Vogstrom Detached Garage A-6Paul Thomas Design Build 3/10/2020 1/4" = 1'-0" CR O S S S E C T I O N ST A I R D E T A I L Ca m e r a 1 VE N T I L A T I O N N O T E S : AL L C O M B U S T I O N A P P L I A N C E S W I L L B E V E N T E D D I R E C T L Y T O T H E E X T E R I O R . F U R N A C E FI R E B O X A N D T A N K L E S S W A T E R H E A T E R S H A L L H A V E O U T S I D E COMBUSTION AIR SUPPLY PU R S U A N T T O R E G I O N A L A N D L O C A L C O D E S . AT T I C S H A L L H A V E V E N T I L A T I O N E Q U A L T O 1 S Q . F O O T P E R 1 5 0 S Q . F E E T O F A T T I C S P A C E . VE N T I L A T I O N S H A L L B E P R O T E C T E D F R O M S N O W A N D R A I N A ND SHALL BE COVERED WI T H G A L V A N I Z E D W I R E S C R E E N . O P E N I N G S S H A L L B E L O C AT E D T O P R O V I D E C R O S S VE N T I L A T I O N . EX H A U S T A L L V E N T S A N D F A N S D I R E C T L Y T O O U T S I D E V I A ME T A L D U C T S , P R O V I D E 9 0 CF M ( M I N ) F A N S T O P R O V I D E 5 A I R C H A N G E S P E R H O U R I N B A T H S C O N T A I N I N G T U B A N D / OR S H O W E R A N D I N L A U N D R Y R O O M S . GA R A G E S S H A L L B E V E N T E D W I T H 6 0 S Q U A R E I N C H E S L O C A T ED 6" ABOVE THE FLOOR SU R F A C E . UN D E R F L O O R S P A C E S S H A L L H A V E V E N T I L A T I O N E Q U A L T O ONE SQ. FOOT PER 150 SQ. FE E T O F F L O O R S P A C E . V E N T S S H A L L B E C A S T I N T O T H E CO N C R E T E S T E M W A L L S A N D CO V E R E D W I T H G A L V A N I Z E D W I R E S C R E E N . V E N T S S H A L L B E LOCATED TO PROVIDE CR O S S V E N T I L A T I O N . SHEET:SCALE:, DRAWINGS PROVIDED BY:DESCRIPTION , -DATE:BY DATE NO.PROJECT DESCRIPTION:SHEET TITLE:Vogstrom Detached Garage A-7Paul Thomas Design Build 3/10/2020 1/4" = 1'-0" RO O F P L A N TR U S S N O T E S : 1. A L L T R U S S E S S H A L L C A R R Y M A N U F A C T U R E R S S T A M P . 2. A L L T R U S S E S S H A L L B E I N S T A L L E D & B R A C E D T O M A N U F AC T U R E R S SP E C I F I C A T I O N S . 3. A L L T R U S S E S W I L L N O T B E F I E L D A L T E R E D W I T H O U T P R IO R B U I L D I N G D E P T . AP P R O V A L O F E N G I N E E R I N G C A L C U L A T I O N S . 4. A L L T R U S S E S S H A L L H A V E D E S I G N D E T A I L S & D R A W I N G S O N S I T E F O R FR A M I N G I N S P E C T I O N . 5. N O N B E A R I N G W A L L S S H O U L D B E H E L D D O W N F R O M T H E T RU S S B O T T O M CH O R D W / S I M P S O N S T C T O I N S U R E T H A T T H E T R U S S B O T T O M C H O R D W I L L NO T B E A R O N T H E W A L L . 6. A L L C O N N E C T I O N S O F R A F T E R S , J A C K O R H I P T R U S S E S TO M A I N G I R D E R T O BE P R O V I D E D B Y T R U S S M A N U F A C T U R E . 7. A L L R O O F F R A M I N G 2 4 " O . C . 8. A L L R O O F P I T C H P E R R O O F P L A N 9. P A R A L L E L T R U S S C E I L I N G P I T C H 10 . T R U S S E S M A N U F A C T U R E D B Y 11 . A L L O V E R H A N G S 3 0 " - 4 8 " . AT T I C V E N T I L A T I O N : AR E A / 3 0 0 PR O V I D E 1 " M I N . A I R G A P A T EA V E S W I T H I N S U L A T I O N BA F F L E S T Y P . A T A L L T R U S S BA Y S . PR O V I D E G A B L E V E N T S A L L GA B L E E N D S . PR O V I D E G A L V . R O O F V E N T S ON B A C K S I D E O F R O O F L I N E AB O V E C O N D I T I O N E D A R E A . Subject Property: LA20-0000016 Vogstrom Residence 2710 Pence Lane Orono, MN 55331 To Whom It May Concern, This application is submitted for a detached garage and guest area for the sole use of the occupants of the principle dwelling and nonpaying guests. The guest house is residential in visual character and is compatible with the surrounding area. Proposed structure lighting shall be downward cast and not directed off the property. The proposed guest house will be connected to City sewer and water. Regards, Paul T. Vogstrom Paul Thomas Design Filename: eric variance narrative Directory: C:\Users\Paul Vogstrom\Documents Template: C:\Users\Paul Vogstrom\AppData\Roaming\Microsoft\Templates\Normal.dotm Title: Subject: Author: Paul Vogstrom Keywords: Comments: Creation Date: 3/5/2020 11:50:00 AM Change Number: 2 Last Saved On: 3/5/2020 11:50:00 AM Last Saved By: Paul Vogstrom Total Editing Time: 10 Minutes Last Printed On: 3/5/2020 12:04:00 PM As of Last Complete Printing Number of Pages: 1 Number of Words: 84 (approx.) Number of Characters: 481 (approx.) MINUTES OF THE ORONO PLANNING COMMISSION Monday, March 16, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ ROLL CALL The Orono Planning Commission met on the above-mentioned date with the following members present: Chair Jon Ressler (arrived at 6:06 p.m.) Vice-Chair Bob Erickson, Commissioners Chris Bollis, Matt Gettman, Dennis Libby, and Mark Doepke, Alternate. Representing Staff were Community Development Director Jeremy Barnhart, City Planners Melanie Curtis and Laura Oakden. 4. LA20-000016 PAUL VOGSTROM, 2710 PENCE LANE, CONDITIONAL USE PERMIT - 7:22 P.M. - 7:39 P.M. Paul Vogstrom, o/b/o the Property Owner, and Eric Vogstrom, Property Owner, were present. Staff presented a summary of packet information. She noted Staff recommends approval conditioned upon the property owners’ agreement to the filing of a covenant in the title of the property addressing the plumbing and the status as an oversized accessory building, providing that the accessory building will not be: 1. Used for a home occupation unless specifically approved by the City or if allowed by this Code. 2. Used as a dwelling unless a guest house Conditional Use Permit is obtained. 3. Rented, leased or otherwise provided for use as a dwelling under any circumstances. 4. Regarding future subdivision of the property: a. No future subdivision will be approved that places the oversized accessory building within a lot that has no principal building; b. If the property is subdivided, the oversized accessory building and principal building will be located together within a lot that meets the minimum lot area requirement for the given size of the oversized accessory building; c. In subdivision approval, the setback required for the oversized accessory building shall remain. Doepke referenced a letter which indicates, “it would be both irresponsible and naïve to consider issuing this permit based on the repeated violations on record,” and asked what the violations were. Oakden stated she believed the lot owner was still working on some shoreline restoration. Ressler pointed out that the Commission has approved such applications in the past. Oakden agreed and said they are requesting a Conditional Use Permit (CUP) for a shower. Ressler noted there is nothing that says the Commission cannot approve the application. Oakden said he was correct, if the Commission sees that the conditions are being met. Ressler clarified that it is not approving or endorsing the space for a rental of any kind. Oakden stated he was correct; it is not allowed to be rented or leased. That is a listed requirement which is recorded when filling out this CUP. Ressler stated the Commission is being asked to approve a shower and that everything else is in order. Oakden indicated the applicant does not have a building permit for the structure, but the actual proposed detached garage does meet City Code requirements. The CUP is only for the shower. MINUTES OF THE ORONO PLANNING COMMISSION Monday, March 16, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ Mr. Paul Vogstrom, 1151 North Shore, said if there is a concern about the violations, he would love to have the Commission dig into it and understand because, to his knowledge, there is only some discrepancy on where the riprap has been placed. He stated his brother, Eric, the owner, has talked to the neighbors about screening. They would have preferred to not have the detached garage added on to the structure. They had many meetings discussing the average shoreline setbacks and had to move the house so far away from the lake that it made the side yard setbacks quite a bit smaller. They were hoping to have a few more stalls in the garage; it could have been deeper to accommodate the different storage unit requirements that are needed for the detached garage. What they have proposed is in the code. It will not be used for rental; people will not be living there; it will be used by non-paying people and family members. Ressler asked Staff what the ramifications are if the usage is not in compliance with the CUP. Oakden stated it would be a violation of the CUP, which is something the Council could take action on. Ressler asked if that would be a revocation. Oakden said the Council grants a CUP and it stays with the property. If there are concerns that it is not meeting the CUP standards, the Council can revisit the CUP at any time. Barnhart indicated the City Council would need to have a cause to do so. Ressler clarified it would need to be in violation of the conditions. Barnhart stated the City Council could revoke a CUP in the same way that they grant a CUP, which is through a public hearing, etc. What it would mean is, it would remove the ability for a shower but the structure can remain there. Chair Ressler opened the public hearing at 7:30 p.m. Mr. Bill Griffith, 8300 Norman Center Drive, Bloomington, said he represents neighbors Greg and Kelli Hueler, who were out of the state. He had two comments: first, it has been a difficult building project for the Huelers which has taken a couple of years. Second, if the City is going to recommend additional screening, it is imperative that it become a condition of approval because a condition can remain unresolved unless it is a condition of approval. They share a driveway, which has also been an issue, although he believes that is getting resolved. There were violations during construction, but he believes those have been resolved. His main point is, there are unresolved shoreline issues that are currently part of a contested case. In his experience, cities rarely grant additional intensification of land use when there are existing violations pending. They relate directly to this property and the use of this property. His clients’ request is to not intensify the land use by even adding a shower, because that is an intensification of use. It also can be used for purposes other than as constructed. He thinks it is incumbent upon any property owner that makes a request of the City to clean up their act, eliminate their violations, and then move forward with their request. On behalf of his clients, he requested the Commission to deny the application pending the shoreline violations, or if it does go forward, to condition it upon additional screening and buffering. MINUTES OF THE ORONO PLANNING COMMISSION Monday, March 16, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ Mr. Eric Vogstrom, 2710 Pence Lane, stated he did not appreciate them saying he had stop-work orders on his property, because he did not. He is not sure where they got that information. They are resolving the lakeshore issue on those properties. He talked to Greg and Kelli Hueler a few months ago, and they had some grading issues, too. He thought they had buried the hatchet. They discussed when they were done grading what would be the thought on trees for a screen edge and agreed to work on it together. They had some low spots on their property, and they agreed to work together on that. He was under the impression they were on good terms and he told them about his garage. They said as long as it was legal they did not care, that he should not do things that are not legal. Obviously, this is something he can do. They are not going to support any variances, etc., but said they would not oppose something he can do legally. He indicated they would put screening in; it is something they want and something he wants. He does not think it is fair to put the burden on himself, nor is it something the Commission has done in the past. He indicated he can do another 1,000 square feet there also, as long as there is hardcover. He did try to consider their feelings. Mr. Richard Crosby, 2705 Walters Port Lane, said he is a neighbor about 3 houses over from the project. The way he looks at it is, if the Commission has not denied a shower in the past and if the owners are going to fulfill the CUP, it should not be denied now. He does not feel a shower inside of a building has anything to do with the outside of a structure or shading trees, etc. He thinks the Commission should stick with precedence. The applicant has tried to be as cooperative as possible. He said he has been there since the original house was built; and the more cooperation, the more neighborly, friendship, and so forth, the quicker you get through the process. Chair Ressler closed the public hearing at 7:36 p.m. Ressler said that when additional screening is discussed, it does not relate to a CUP for adding an interior shower. It is a nice touch, and if the applicant would like to do so as far as being a good neighbor, that is admirable; but he does not know if he would vote for or against based on screening. As far as the pending litigation and the potential violation that is apparently not adjudicated yet, the City Attorney would probably need to weigh in on that. Unless Staff indicated the Commission does not have the ability to rule on the application based on the pending disagreement, in the essence of time, it would behoove everyone to move this one way or the other on to the next steps. Erickson congratulated Staff on their recommendation, noting at the end of their report they have 4 items relating to potential for subdivision and potential for rental use, etc. He would support a resolution including those recommendations. Erickson moved, Gettman seconded, to approve LA20-000016 Paul Vogstrom, 2710 Pence Lane, Conditional Use Permit according to Staff recommendations, including Items 1-4. VOTE: Ayes 6, Nays 0. Date Application Received: 02/18/2020 Date Application Considered as Complete: 03/10/2020 60-Day Review Period Expires: 05/09/2020 To: Chair Ressler and Planning Commission Members Dustin Rief, City Administrator From: Laura Oakden, Planner Date: 16 March 2020 Subject: #LA20-000016, Paul Thomas Design Build, 2710 Pence Lane, CUP, Public Hearing Background The applicant wishes to install full bathroom facilities in an 999 square foot accessory building. The heated two story structure building includes a kitchen, bathroom, and open “recreational space” and a garage. A conditional use permit is required due to the proposed shower. Applicable Regulations: Plumbing in the Accessory Building CUP (Section 78-328(7) & 78-1434) The proposed oversized accessory building, a detached garage with recreation space, is permitted, the applicant’s request to install a bathroom with full bathing facilities requires a CUP. The property is 1.47 acres in area, allowing a total of 2,000 square feet in accessory building. There are no other accessory buildings on the property at this time. Applicable Regulation: Conditional Use Permit (Section 78-916) The Planning Commission may recommend and the Council may grant a Conditional Use Permit (CUP) 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 residential in nature and residential use is consistent with the CMP guiding for this neighborhood. 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 accessory building improvement including the plumbing fixtures are compliant with the zoning ordinance. 3) Adequately served by police, fire, roads, and stormwater management; The proposed use will be adequately served by existing services and facilities. Application Summary: The applicant is requesting a conditional use permit to install a full bathroom, including shower, in an accessory building. Staff Recommendation: Planning Department Staff recommends approval. FILE # LA20-000016 16 March 2020 Page 2 of 4 4) Provided with an adequate water supply and sewage disposal system; The property is served by City sewer and private well. This criterion is met. 5) Not expected to generate excessive demand for public services at public cost; This criterion is 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 proposed accessory building with a garage and entertaining space is residential in character and its use is expected to be compatible with the surrounding area. 7) Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; The accessory building including plumbing is residential in visual character and is expected to be compatible with the house on the property and the surrounding area. 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 architectural styling of the proposed accessory building appears to be consistent with the permit for the principal structure on the Property (currently under construction). 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 use of the accessory building with entertaining space which includes plumbing is not expected to have any adverse impacts. The applicant has included a narrative in the exhibits noting the accessory building will be used by the occupants of the principle dwelling and nonpaying guests. 10) Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; The accessory building will be situated in a conforming location and will not be significantly visible when viewed from Kelly Ave, and the views from the neighbors will be screened somewhat by the physical separation. Commissions can discuss if additional screening from the neighbors is necessary. 11) Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; The proposed accessory building with plumbing is not expected to cause any of these undesirable impacts. 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; It is anticipated that the proposed building will not generate any of these undesirable issues. 13) Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; The proposed building has been visually designed to conform to the residence on the property, and will not have a negative environmental impact. 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; Applicants are hereby advised of this requirement and have noted in the narrative that all lighting will be downcast; and 15) Not detrimental to the public health, public safety, or general welfare. This criterion is met. FILE # LA20-000016 16 March 2020 Page 3 of 4 Bathing facilities in accessory structures is not uncommon. As part of te review of the conditional use, the city imposes conditions to prevent the accessory building from becoming a second dwelling unit. A CUP may be granted subject to such conditions as the Council may prescribe. Further approval shall be granted only when the following criteria are met: 1. The council finds that the proposed use of the accessory building with a shower will not be detrimental to the residential character of the neighborhood. 2. The council finds that the plumbing fixtures proposed are in keeping with the applicants’ intended use of the accessory building. 3. The accessory building is conforming in location, size and height. 4. The property owner agrees to the filing of a covenant in the title of the property providing that the accessory building will not be: a. Used for a home occupation unless specifically approved by the city or if allowed by this Code. b. Used as a dwelling unless a guest house conditional use permit is obtained. c. Rented, leased or otherwise provided for use as a dwelling under any circumstances. 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. Public Comments To date, no submitted public comments have been received. Staff has received a phone call from a neighboring property owner with concern that the accessory structure could evolve into a dwelling unit. Issues for Consideration 1. Commissions can discuss if additional screening from the neighbors is necessary. 2. Does the Planning Commission find that that the property owner proposes to use the property in a reasonable manner as allowed by the Zoning Code? 3. Does the Planning Commission find that the approval, if granted, will not alter the essential character of the neighborhood? 4. Are there any other issues or concerns with this application? Planning Staff Recommendation Staff recommends approval conditioned upon the property owners’ agreement to the filing of a covenant in the title of the property addressing the plumbing and the status as an oversized accessory building, providing that the accessory building will not be: 1. Used for a home occupation unless specifically approved by the city or if allowed by this Code. 2. Used as a dwelling unless a guest house conditional use permit is obtained. 3. Rented, leased or otherwise provided for use as a dwelling under any circumstances. 4. Regarding future subdivision of the property: a. No future subdivision will be approved that places the oversized accessory building within a lot that has no principal building FILE # LA20-000016 16 March 2020 Page 4 of 4 b. If the property is subdivided, the oversized accessory building and principal building will be located together within a lot that meets the minimum lot area requirement for the given size of the oversized accessory building. c. In subdivision approval, the setback required for the oversized accessory building shall remain. List of Exhibits Exhibit A. Application Exhibit B. Proposed Survey & Hardcover Exhibit C. Landscape Plan Exhibit D. Proposed Plans and Elevations Exhibit E. Narrative Exhibit F. Property Owners List and Map AGENDA ITEM Prepared By: mcc Reviewed By: JBarnhart Approved By: DJR 1. Purpose. This application is regarding vacation and re-dedication of conservation easements impacting several lots in the Lakeview of Orono development. 2. MN§15.99 Application Deadline. The application was received and was considered to be complete on February 14, 2020. Additionally, the 60-Day review period was extended and now expires on June 13th. 3. Background/ Summary. The applicant is the developer of the Lakeview of Orono development; they still retain ownership of a number of lots in the development. They have identified some areas where they feel a change to the area protected by a conservation easement is necessary, either to preserve the area or to facilitate a more functional building envelope for the property (i.e. Lot 17 Block 3). The proposed changes will result in a net increase in Lakeview of Orono conservation protected area of 16,064 square feet (0.37 acre). The applicant has provided an updated narrative attached as Exhibit C. 4. Planning Commission Vote and Comment. Commissioners were advised that they could approve all, some, or none of the requests. On March 16th the Planning Commission held a public hearing. Following the public hearing the Planning Commission voted 4 to 2 on a motion to deny the requested vacations. Chair Ressler and Commissioner Libby voted in opposition (supporting the vacation). 5. Public Comment. Comments were received and are attached as Exhibit E. 6. Staff Recommendation. If the Council finds the conservation easement adjustments support the original goals of the development, they should approve the vacations. Based on the Planning Commission direction, staff has drafted a denial resolution. COUNCIL ACTION REQUESTED Motion to adopt or amend the resolution. Exhibits A. Draft Resolution B. Proposed Plans C. Additional information from Applicant D. Draft PC Minutes E. Public Comment F. PC Staff Report References PC Exhibits of 03/16/2020 Exhibit A. Narrative & Application Summary Exhibit B. Proposed Easement Changes Exhibit C. Individual Lots – Proposed Changes Exhibit D. Lakeview of Orono Conservation Easement Document Item No.: 16 Date: April 13, 2020 Item Description:LA20-000012 – Source Land Development Inc., LAKEVIEW OF ORONO – Resolution Presenter: Melanie Curtis Planner Agenda Section: Planning Department Report AGENDA ITEM Prepared By: mcc Reviewed By: JBarnhart Approved By: DJR Exhibit E. Lakeview of Orono Development Agreement Exhibit F. Public Comments Exhibit G. Property Owners List Exhibit H. Aerial Photo CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ 1 A RESOLUTION DENYING A REQUEST TO VACATE PORTIONS OF CONSERVATION EASEMENT DEDICATED WITH THE PLAT LAKEVIEW OF ORONO HENNEPIN COUNTY, MINNESOTA FILE NO. LA20-000012 WHEREAS, the City of Orono is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, on February 14, 2020, Chase Peterson o/b/o Source Land Development, Inc., (hereinafter the “Applicant”), applied for vacation of portions of conservation easement of the plat of Lakeview of Orono; and WHEREAS, on March 16, 2020, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on March 16, 2020, the Planning Commission voted 4 in favor of and 2 against a motion to deny the requested vacations; and WHEREAS, on April 13, 2020, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and WHEREAS, the City Council finds that vacation of portions of the conservation easement is not in the interest of the public. Environmental sensitivity was a driving factor during the creation of the Lakeview of Orono development supporting the establishment of the conservation easement areas; and WHEREAS, the conservation easements are intended to be permanent features and should only be vacated in the rarest of circumstances, not for convenience; and CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ________________________ 2 WHEREAS, private investment has been made within the Lakeview of Orono development based on the location of the conservation easements, and WHEREAS, the Applicant has not provided evidence that the lots deemed “unbuildable” by the developer are in fact unbuildable. NOW, THEREFORE, BE IT RESOLVED, that the vacation of the portions of the Lakeview of Orono conservation easement as described within the record is hereby denied by the City Council of the City of Orono by a vote of ______ in favor and ________against, on this 13th day of April, 2020. ATTEST: ________________________ __________________________ Anna Carlson, City Clerk Dennis Walsh, Mayor To: City of Orono From: Source Land Development, Inc. CC: Jeremy Barnhart – Community Development Director Melanie Curtis – City Planner Orono City Council Subject: Comments from Planning Commission (Easement Vacation/Dedication Narrative) Source Land Development, Inc. would like these written comments to be included in the April 13th City Council packet. Since this meeting is being held via webinar, we would also ask that the staff include these comments in their staff report. 1. Results from Planning Commission: Unfortunately, the Planning Commission meeting held on Monday, March 16th, resulted in a denial of our application. We received (4) No votes and (2) Yes votes. Of those (4) No votes we were not provided with much reasoning behind the denial. It just seemed like the answer was just no even though a compelling benefit was presented, issued raised by neighbors have been addressed and the new plan is still in line with the original conservation space concept. We are at a loss to explain why the Planning Commission voted to deny the application. With the lack of PC support and guidance on how to proceed, Source is keeping the application the same for Council. We feel that the application provides a benefit to not only the Lakeview neighborhood, but also the community and preserving the natural open spaces in Orono. The economic benefit of fixing design problems on certain lots helps the Lakeview project to be more successful and to finish sooner. 2. Driveway Concerns (Lot 17 Block 3): The proposed change to Lot 17 Block 3 places an added driveway onto North Arm Drive. We have shared a sight line image with city staff, and this should be in your packet. The approximate distance from the road curve to the Northern most edge of the potential driveway measures at 315’. Something to think about, the Lakeview Park was originally planned to be a residential lot. It wasn’t until we partnered with CLP to convert this lot into a Park, removing the driveway from this lot. The actual number of driveways (4) has not increased from the original proposal. 3. Neighborhood Concerns: Source has answered a majority of the neighborhood concerns. We have agreed to work with both impacted homeowners to provide added tree screening. There is also a support letter from the CLP (Citizens for Lakeview Preservation) and neighbors outside of the Lakeview neighborhood. The proposed land exchanges make this a very unique application. Minor lot adjustments will help attract potential home buyers, limit grading costs and disturbance, while maintaining the current conservation efforts we have created in Lakeview. We hope that the City Council can see the added benefits to approving this application. Thank you for your consideration. Source Land Development MINUTES OF THE ORONO PLANNING COMMISSION Monday, March 16, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ 2. LA20-000012 SOURCE LAND DEVELOPMENT, 610, 735, 750 & 780 LAKEVIEW PARKWAY; 4625 AND 4685 ST. ANDREWS STREET; AND 455 NORTH ARM DRIVE, LAKEVIEW OF ORONO CONSERVATION EASEMENT VACATION AND REDEDICATION - 6:02 P.M - 6:29 P.M. Pat Hiller, Source Land Development, was present. Staff presented a summary of packet information. Doepke asked what purpose will be served by the proposed elimination of the conservation area within Lots 17 and 20 of Block 3. Curtis stated they are removing area from Lot 17 and replacing it on North Arm Drive in addition to a portion of Lot 20. She noted the developer could describe that, but believed it was a buildability issue. Doepke said he was curious about the discontinuity between the buildable portions within that lot. Curtis stated, if approved, they will move the lot line between 17 and 20 to accommodate the vacated area for a building site. It is an administrative area and not part of the application in front of the Commission. Ressler (arrived at 6:06 p.m.) Mr. Pat Hiller, Source Land Development, said as they gained some experience in the project, there were a certain number of lots not as favorable for building due to where the conservation lines were drawn initially. With some adjustments to the conservation lines as proposed, the lots are much more buildable. They wanted to do it on a balanced basis so the net conservation area of the project is at least the same, if not more. The conversion of Lot 9 in Block 3 is making it possible. The owners of Lot 8 and the owners of Lot 9 are willing to combine the two lots and convert the entire buildable lot to conservation. He said that, in addition, they are proposing to change other conservation areas. Pointing to a dark green shaded area in Lot 17 of Block 3 of the plan, he stated the septic sites are towards the front of the lot and there is basically no way to grade the lot. He said it should never have been designed that way and is not very workable. He is proposing to flip-flop the building pads, and noted the green area would be put into conservation and the building pad moved off of North Arm Drive. It still leaves a continuous conservation area. He pointed out the areas of conservation and land that will be removed in the conservation area to make the lots more workable and gradable. There will be a net of 16,000 square feet of conservation area added to the project. He stated this will help the builders get through the project quicker and make the lots more saleable, buildable, and usable. They started with 46 lots and have 14-15 left, so the project has performed about as expected. Doepke asked whether the intent is to change the property line for Lot 17, go diagonally to the northeast, and the remaining portion of Lot 17 will be buildable. Mr. Hiller stated he was correct, indicating the hash mark area on the plan will be the buildable area. He said the existing line for Lot 17 does not meet the 200-foot front minimum. The only way to do so was to carve a triangle into Lot 20, into its conservation area, to create the appropriately-sized buildable pad. Both lots remain the required 2 acres, so all zoning standards are being met. MINUTES OF THE ORONO PLANNING COMMISSION Monday, March 16, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ Doepke stated there is a stream slightly within the conservation district going from north to eventually southeast on Lot 13 and the withdrawal of the triangle of the conservation area would make the buildable part of Lot 13 closer to the stream, which is closer than Lot 14’s distance from the same stream. He asked how that situation came about. Mr. Hiller explained there is a 20-25-foot drop-off from the street to the stream and a conservation area around the stream for its protection. The area was so close to the building pad that it did not allow for the site to be graded. The change allows the lot to be graded properly. Chair Ressler opened the public hearing at 6:12 p.m. There were no public comments relating to this application. Chair Ressler closed the public hearing at 6:12 p.m. Ressler stated the main consideration is whether this would have been approved had it been in the initial application. If so, the Commission would not have a reason not to accept it. Gettman said he is familiar with the area, and 16,000 square feet is actually ⅓ of an acre, which is minimal. He is not comfortable with any changes, adding that it was a pushed-together agreement that has already upset a lot of people and wondered why the Commission would continue to upset more people. He anticipates the vacated area on Lot 17 being taken over by Lots 16 and 18. He already sees people doing activities like snowmobiling in the area, so he does not see it as being “conserved land.” Bollis echoed Gettman’s thoughts. He is fine with minor changes that make the lots more buildable, but said flipping Lot 17 takes a lot of buffer from North Arm Drive and changes the dynamics. He does not know if it would have been approved originally since he was not present when it was presented earlier. He is fine with the rest of the changes. Erickson stated he recognizes Staff approval, noting the Commission is allowed to recommend approval for all, some, or none of the changes. He said he is in receipt of 3 letters: Mr. Eader suggests he has come to an agreement. Bryce Johnson, who is representing the Citizens for Lakeview Preservation, said he is generally okay with it but hoped any individual issues affecting neighboring houses can be solved to the satisfaction of those involved. Mr. Crandall, a homeowner next to Lot 15, is concerned about the loss of the conservation easement area on Lot 15. He said, keeping those documents in mind, he would lean towards improving the plan with the exception of the Lot 15 loss of conservation area. Libby said he tends to agree with Staff’s evaluation since the proposal has met their expectations. Overall, he looks at this from a highest/best use perspective. He is conscious of conservation, preservation, and restoration, yet the original development evolved into some unforeseen consequences. Land development is complicated and not perfect; moving dirt is very expensive. He felt the proposal was fairly well thought out, but as the process has gone through subdividing land and lots, things happen. He does not see a deprivation; he sees a gain. Doepke stated the trading of land for other land benefits the community overall. His concern is Lot 15, wherein the owner of Lot 10 was expressing an issue about having some of the conservation easement taken away. The letter indicates the issue was satisfactorily resolved. He did not get an understanding MINUTES OF THE ORONO PLANNING COMMISSION Monday, March 16, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ from the letter that Mr. Crandall was referring to the Lot 15 issue, so he had no comment. He has a slight concern with the addition of a driveway right on the curve of North Arm Drive. Ressler noted he tries to look at things with an unbiased lens. Generally, people are opposed to developments. This is one of the largest developments that has been done in recent history in Orono, and change is naturally going to be opposed. In these types of situations, he tends to follow Staff recommendations. Although he sees the opposition, he feels like the applicant has done their best to try to appease some of the opposition and made efforts to improve that. Doepke asked Staff what the specific consideration was in regard to the driveway that would be added along North Arm Drive, as far as if the County would need to be involved, etc. Barnhart said Staff has not done any analysis on the driveway location or where the house would be located. That would be a discussion for later. Erickson asked Staff to point out what lot Mr. Crandall was referring to. Curtis stated she assumed he meant Lot 17, but she doesn't know because he did not say. Erickson noted Mr. Crandall’s letter indicates that when he bought his house there would only be one new house next to him. With the loss of conservation area, another house would be allowed, presumably on the other side. Doepke said if Mr. Crandall is on Lot 21, Lots 20 and 22 are already buildable, which is very clear. His letter is not very clear. Erickson stated that Mr. Crandall is clear that he is getting another house that he was not planning on. Mr. Hiller said he thought Mr. Crandall’s letter was regarding the new building pad on Lot 17 and that was his concern, not Lot 15. He lives on Lot 21 and there will be a house between his lot and Lot 17, so it does not affect him directly. He pointed out the location of the garage, and then the location of the driveway and where it would meet North Arm Drive. He estimated the sight distance around the bend at roughly 270 feet. He felt that was an adequate sight distance. The rationale for flip-flopping the site is because it currently is not usable from a practical standpoint. Gettman said part of the issue is that Lot 20 is currently undeveloped and the Lot 21 owner looks at the area as open and will get upset with Lot 20 being built on. Another lot in between is going to add to the traffic, congestion, and the view they are trying to preserve. He appreciates that Staff has not steered the Commission awry, but the Commission’s purpose is not to reiterate what Staff has done, it’s to give feedback on what the impression is for the community, which is purely negative. Libby moved to approve LA20-000012 Source Land Development, 610, 735, 750 & 780 Lakeview Parkway; 4625 and 4685 St. Andrews Street; and 455 North Arm Drive, Lakeview of Orono Conservation Easement Vacation and Rededication. Gettman moved, Erickson seconded, to deny LA20-000012 Source Land Development, 610, 735, 750 & 780 Lakeview Parkway; 4625 and 4685 St. Andrews Street; and 455 North Arm Drive, Lakeview of Orono Conservation Easement Vacation and Rededication. MINUTES OF THE ORONO PLANNING COMMISSION Monday, March 16, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ Doepke asked if the Commission needed to discuss whether to deny something in full or in part. Ressler said that has happened in other meetings and often time is wasted trying to find a way to make it work. The feedback provides the option for the applicant to take it further, regardless of the findings, to go in front of the City Council for their final ruling. Unless Staff has another opinion, he believes that is the direction the Commission has been given. Barnhart agreed with Ressler, noting there is a motion and second on the floor to deny the proposal as presented. He did not hear from anyone a desire to make a motion to approve in part or deny in part. He stated it was appropriate to vote on the motion as presented. VOTE: Ayes 4, Nays 2 (Ressler, Libby). Barnhart said the City Council will receive the minutes with the discussion and recommendation of denial, likely on April 13, and vote based on that. From:Gmail To:Melanie Curtis Cc:Jeremy Barnhart Subject:Re: Lakeview of Orono application LA20-000012 Date:Monday, March 16, 2020 1:04:38 PM Hello, I was recently made aware that the developer of Lakeview of Orono wants to build a home in an existing conservation areas next to my home. One of the main reasons I purchased my home in this development was the conservation areas and only having the one lot available next to mine. Now they want to take a home that was to be built in the cut-de-sac on St Andrews to the conservation area on North Arm Drive. This is a very deceitful tactic. I find it very interesting that they are offering to swap conservation area to make that lot buildable in exchange for adding conservation area to the two lots that the developer owns and built his own house on in the development. It seems far too convenient. There seems to be some very strange things going on. Including the fact that the developers home which was built by the company he is part owner of (Norton Homes) is valued at less than half of what the builder who told me was over $3,000,000 yet is valued at $1.3 million. My home is taxed higher and is smaller and less than half the price. I am curious how that works? I have had many issues with the HOA which is managed by the developer. There are a very large number of dead trees through the development and I had asked for them if they could take them down. They said they can't cut down dead trees that are in the conservation area yet its fine to go a build a home in it?? I purchased my home from Norton Homes. They are absolutely awful to deal with. They refuse to fix warranty items. They refused to provide the state mandated one year builder warranty inspection which I have been trying to get them to fix items for two and a half years now. They are liars that will tell you everything you want to hear to get what they need to benefit them and in return do absolutely nothing that they promised after getting what they needed. I would ask that you strongly consider rejecting this plan and consider those that will be effected by these unfair proposed changes. If that is the case I want to delete all of the conservation area off of my lot as well. Thank you, Justin Crandall : April 6, 2020    Orono City Council  2750 Kelley Parkway  PO Box 66  Crystal Bay, MN 55323    Dear Council Members,    This is an update to the March 15th input that was sent to the Planning Commission regarding LA20‐  000012, Source Land Development’s proposal for easement changes within Lakeview Development.     My wife and I, along with other Lakeview area residents with whom we have spoken, were disappointed  by the Planning Commission decision to deny the Source Land proposal which would add conservation  acreage, including all of Lot 9 Block 3 to their development.     Our support for the proposal had also expressed a desire to resolve specific homeowner issues and a  concern about the visibility of the new proposed driveway on North Arm Drive. We believe these have  both been successfully addressed.   The Eader’s letter of objection has been withdrawn and Source Land  has provided evidence that the new North Arm driveway would have a minimum line of sight of 300 feet  from each direction.  In considering the addition of this driveway, it is relevant to note that Source Land  did remove a North Arm driveway from its original development proposal when it granted a  conservation easement to Citizens for Lakeview Preservation to create Lakeview Legacy Park.     Although many residents, we included, were saddened by the loss of the Lakeview Golf Course, we are  gratified that Source Land Development has held to their plan and created an attractive conservation‐  focused development. We believe that they should be accorded the opportunity to make the proposed  changes which provide mutual benefit for them and the neighborhood.     Sincerely,  Bryce and Paula Johnson   580 North Arm Driv  Mound, MN 55364           Date Application Received: 02/14/2020 Date Application Considered as Complete: 02/14/2020 60-Day Review Period Expires: 04/14/2020 To: Chair Ressler and Planning Commission Members Dustin Rief, City Administrator From: Melanie Curtis, Planner mcc Date: 16 March 2020 Subject: #LA20-000012, Source Land Development Inc., LAKEVIEW OF ORONO AFFECTED PROPERTIES: 06-117-23-34-0009 / 735 LAKEVIEW PKWY / L21B1 06-117-23-43-0021 / 780 LAKEVIEW PKWY / L7B3– Chris & Amy Evenson 06-117-23-34-0012 / 750 LAKEVIEW PKWY / L9B3 – Jeffrey & Liza Majkrzak 06-117-23-31-0010 / 610 LAKEVIEW PKWY / L13B3 06-117-23-32-0013 / 4625 ST ANDREWS ST / L15B3 06-117-23-32-0014 / 4685 ST ANDREWS ST / L17B3 06-117-23-31-0013 / 455 NORTH ARM DR / L20B3 PUBLIC HEARING Background The applicant is the developer of the Lakeview of Orono development; they still retain ownership of a number of lots in the development. They have identified some areas where they feel a change to the area protected by a conservation easement is necessary, either to preserve the area or to facilitate a more functional building envelope for the property (Lot 17 Block 3). The proposed changes will result in a net increase in conservation protected area of 16,064 square feet (0.37 acre). Application Summary: The applicant is requesting approval for changes to the Lakeview of Orono Conservation Easement Area (vacation and dedication) resulting in a net easement area gain of 0.37 acre. Staff Recommendation: Planning Department Staff recommends approval. FILE # LA20-000012 16 March 2020 Page 2 of 2 The applicant has provided a narrative (Exhibit A) and drawings detailing how the proposed changes affect each applicable lot in question attached as Exhibit C. Exhibit B provides a comprehensive overview of the conservation easement impact. Analysis Environmental sensitivity was an important discussion topic during the creation of the Lakeview of Orono development. The City Council required the conservation easement throughout the development to protect its rural characteristics. The applicant has indicated that the current easement has created unintended challenges for a number of lots restricting their buildability. The changes proposed are relatively minimal and still appear to meet the original preservation and protection goals. The Planning Commission can support all, part, or none of the proposed changes. The Commission’s vote should reflect that determination. Public Comments A number of neighbors have reached out for more information on the project upon receiving the postcards. To date, written comments in opposition to changes to Lot 15, Block 3. have been received. Issues for Consideration 1. If the developer would have initially proposed the conservation easement with the current desired changes would the easement have been acceptable? 2. Are there any other issues or concerns with this application? Planning Staff Recommendation If the Commission finds the proposed changes to the conservation easement to continue to meet the initial preservation goals of the Lakeview of Orono conservation easement, Planning Staff recommends approval. List of Exhibits Exhibit A. Narrative & Application Summary Exhibit B. Proposed Easement Changes Exhibit C. Individual Lots – Proposed Changes Exhibit D. Lakeview of Orono Conservation Easement Document Exhibit E. Lakeview of Orono Development Agreement Exhibit F. Public Comments Exhibit G. Property Owners List Exhibit H. Aerial Photo AGENDA ITEM Prepared By: mcc Reviewed By: J. Barnhart Approved By: DJR 1. Purpose. This application is regarding a request for an encroachment agreement for an existing retaining wall within an unimproved alley right-of-way. 2. Background/ Summary. The applicant proposes to keep two stone retaining walls and other improvements that encroach into the platted right of way adjacent to their home. One of the walls encroaches approximately 12 feet into the 20 foot wide right of way. Please refer to the owners’ narrative for background. It appears after the home project was complete they began to experience erosion and hired a contractor to install a retaining wall which extends from their property 12.5 feet into the right-of-way. Adam Edwards, City Engineer, has provided comments which are attached as Exhibit B. Per City Code, 78-1405(6) Retaining walls may be located in all required yards (i.e. within the setback) when it is not located within a drainage, utility, or other easement, except upon approval in writing for an encroachment agreement; creates no impacts to drainage direction, rate or volume for adjacent properties; and is two feet in height or less above existing grade. The owners were granted variances to build their home in 2012 which included a side-street setback variance to permit construction 7.6 foot setback where a 35-foot setback (the Code at that time) was required. The lot is narrow (51’ at the OHWL and 47’ at the 75’ setback) and according to current Codes is permitted the side setback exception for narrow lots which would permit a 7.5 foot setback on the alley side of the property. This property was the subject of a vacation (#LA19-000087) request last fall. It was not supported by the Planning Commission, and ultimately withdrawn by the applicant prior to Council action. 3. Staff Recommendation. City Engineer Edwards’ comments are summarized below and include recommendations regarding each of the encroachments he has identified. a. Retaining wall within the right-of-way (Encroachment A): The encroachment is structural in nature and has blocked the drainage way pushing runoff to the west. The encroachment may deter other users of the easement. [Edwards] does not recommend this encroachment be allowed to remain. If the Council agrees to allow this encroachment to remain and encroachment agreement should be required. b. Wall & Pavers (Encroachment B): This encroachment does not appear to have a negative impact to the Lake access. This encroachment could remain until such time as the city improves the lake access or drainage way. If the council agrees to allow this encroachment to remain and encroachment agreement should be required. c. Landscaping Mulch & Pavers (Encroachment C): This encroachment is not structural and could be considered landscaping. It does not appear to have a negative impact to the Lake access. This encroachment could remain until such time as the city improves the lake access or drainage way and based on current city practices, would not require an encroachment agreement. COUNCIL ACTION REQUESTED Item No.: 17 Date: April 13, 2020 Item Description: Scott and Melissa Musgjerd, 4156 Highwood Road, Encroachment Agreement Request Presenter: Melanie Curtis Planner Agenda Section: Planning Department Report AGENDA ITEM Prepared By: mcc Reviewed By: J. Barnhart Approved By: DJR Council should direct staff regarding the request for an encroachment agreement. If approved, an encroachment agreement will be drafted and recorded against the property. Exhibits A. Survey B. City Engineer Comments C. Applicants’ Narrative D. 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Drawn By Signed Gregory R. Prasch, Minn. Reg. No. 24992 Scale: 1" = 30' F.B.No. Project No. I certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota rev Address: 7601 73rd Avenue North Minneapolis, Minnesota 55428 (763) 560-3093 DemarcInc.com 83749A 1109-64 Proposed Lot Consolidation with Vacated Alley 4156 & 4167 Highwood Road Orono, MN Surveyed this 2nd day of October 2019. SCOTT & MELISSA MUSGJERD EXISTING LEGAL DESCRIPTIONS 4156 Highwood Road: Lot 23, Highwood Lake Minnetonka, Hennepin County, Minnesota 4167 Highwood Road: Lot 24, Highwood Lake Minnetonka, Hennepin County, Minnesota Property located in Section 7, Township 117, Range 23, Hennepin County, Minnesota DE PROPOSED LEGAL DESCRIPTIONS 4156 Highwood Road: Lot 23, Highwood Lake Minnetonka, Hennepin County, Minnesota and the Easterly 12.0 feet of the vacated alley lying adjacent thereto. 4167 Highwood Road: Lot 24, Highwood Lake Minnetonka, Hennepin County, Minnesota and that part of the vacated alley lying adjacent thereto and lying West of the Easterly 12.0 feet thereof. prepared for: 4156 Highwood Road 4167 Highwood Road PROPOSED ALLEY VACATION DESCRIPTION To vacate that part of the Alley as donated and dedicated on the recorded plat of Highwood Lake Minnetonka, Hennepin County, Minnesota, which lies between Lot 23 and 24 and which lies Southerly of a line drawn between the northwest corner of said Lot 23 and the northeast corner of said Lot 24. From:Adam Edwards To:Melanie Curtis Cc:Jeremy Barnhart Subject:RE: 4156 Highwood Road - Encroachment Agreement Request Date:Thursday, April 2, 2020 3:18:48 PM Attachments:4156 Highwood Survey - annotated wrt encroachments.pdf Melanie, My comments: (For the purposes of my comment I have identified three encroachments: Encroachments A, B and C, from the Applicants' survey.) 1.As a general practice encroachments, particularly structural encroachments such as walls, into city owned property and easement are strongly discouraged. However, there are circumstances where encroachments have been approved in the past when a reasonable practical difficulty exists such as a steep slope along the access way from a road to a residence. That does not appear to be the situation here. The city does allow landscaping with in city right of way such as turf grass, annuals and perennials etc. as long as they are maintained and done at the abutting property owners risk. 2.The unimproved right of way is a lake access point for the city. It provides some drainage (unimproved) for the area and is used by some residents for winter access to the lake. 3.The document name for the survey is misleading as it is labeled exiting conditions however depicts a proposed easement vacation. 4.The existing wall, labeled Encroachment A, encroaches 12.5 feet into the 20 foot wide easement. That encroaches the right of way appears to be shifting the drainage way to the west. A.The encroachment is structural in nature and has blocked the drainage way pushing runoff to the west. B.The encroachment may deter other users of the easement. C.I do not recommend this encroachment be allowed to remain. If the council agrees to allow this encroachment to remain and encroachment agreement should be required. 5.The existing wall and flagstone pavers, labeled Encroachment B, runs generally parallel to the property line and encroaches ~2 feet at most. A.This encroachment does not appear to have a negative impact to the Lake access. B.This encroachment could remain until such time as the city improves the lake access or drainage way. If the council agrees to allow this encroachment to remain and encroachment agreement should be required. 6.The area labeled Encroachment C, runs generally parallel to the property line and encroaches ~3.5 feet. It consists of landscaping mulch and pavers. A.This encroachment is not structural and could be considered landscaping. B.It does not appear to have a negative impact to the Lake access. C.This encroachment could remain until such time as the city improves the lake access or drainage way and based on current city practices would not require an encroachment agreement. 7.Other considerations. A.In the recent past neighboring residents have inquired about improving the lake access way. B.With the increased interest in the access, the council could direct staff to mark the access way. C.If there are erosion concerns the city could look and armoring (adding rock) and/or adding check dams to the swale Adam From: Melanie Curtis Sent: Wednesday, April 1, 2020 4:30 PM To: Adam Edwards <aedwards@ci.orono.mn.us> Cc: Jeremy Barnhart <jbarnhart@ci.orono.mn.us> Subject: 4156 Highwood Road - Encroachment Agreement Request Adam The Musgjerds withdrew their request to vacate the alley adjacent to their property at 4156 Highwood Road (LA19-000087). They have now requested an encroachment agreement and after-the-fact approval of a permit for their retaining wall constructed in the alley. This request will be on the Council’s April 13th agenda. Please provide comments and a staff recommendation for the Council’s consideration by Tuesday, April 7th. Thank you. Melanie Curtis, Planner Direct 952.249.4627 Planning & Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: mcurtis@ci.orono.mn.us Website: www.ci.orono.mn.us All permitting is now done through our new online portal - LINK! Larkin HoJfu"fl#Larkin Hoffinan 8300 Norman Center Drive Suite 1000 Minneapolis, Minnesota 55437 -1060 cENrRAr.: 912-835-3800 FAx: 952-896-3333 WEB: www.larkinhoffman.com March 3,2020 Re: Notice of Violation at 4156 Highwood Road Dear Mr. Peitso: We represent Scott and Melissa Musgjerd, the owners of residential property at 4156 Highwood Road. This letter is in response of your Notice of Violation, dated February 21,2020. Ov clients would like to promptly correct the condition leading to the notice as set forth below. Discussion When my clients purchased their home, they noticed that the slope of the property located within the city right-of-way was badly eroded, causing environmental impact to the lake and property damage in and around the lakeshore. Further, the erosion within the city right-of-way caused damage to the lawn on my client's property. To address these concems, my clients hired a professional landscaper to construct the improvements. They planned the improvements in a way that was designed to protect the property, correct the erosion and still allow for access to the lakeshore, as shown in your photos dated February 18, 2020. Therefore, it was always my clients' intention to provide for both public safety and protection of private property interests within the requirements of the City. Conclusion My clients have contacted their professional landscaper to request that he obtain a land alteration permit. Further, we will make a request to the City Council for an encroachment permit to allow for the improvements within the city's right-of-way. Please advise as to the process for such a request. We appreciate your assistance with this matter. wi C S Larkin Hoffman Roger Peitso City of Orono - Building Official P.O. Box 66 Crystal Bay, MN 55323 Roger Peitso March 3,2020 Page2 Direct Dial Direct Fax: 9s2-896-3290 9s2-842-t729 cc Email: wgriffith@larkinhoffman.com Adam Edwards, Public Works Director Melanie Curtis, City Planner Scott and Melissa Musgjerd 4825-4947-1670, v. 1 April 7, 2020 City of Orono Mayor Walsh & Councilmembers 2750 Kelley Parkway Orono, MN 55323 SENT VIA E-MAIL Re: Scott and Melissa Musgjerd Request for Encroachment Agreement Dear Mayor Walsh and Councilmembers: We represent Scott and Melissa Musgjerd (the “Musgjerds”) who reside at 4156 Highwood Road, Orono, Minnesota. This letter is written in support of their request for an encroachment agreement to continue to use the right of way adjacent to their property for landscaping improvements. Discussion The attached letter from the Musgjerd explains in their own words the need for the landscaping improvements. Erosion from the right of way was damaging private property and creating the potential for pollution of Lake Minnetonka. They hired a licensed contractor with the assumption the contractor would obtain all permits for the project. The improvements now control and slow the runoff to the lake and mitigate the damage to property that occurred previously. As noted, access to the lake remains if the City decides to activate the easement for public use. It is important to note that until a City decides to activate right of way for public use, adjoining property owners continue to have rights of use in such right of way. Under Minnesota law, the courts have recognized “that any abutting landowner owns to the middle of the platted street or alley and that the soil and its appurtenances, within the limits of such street or alley, belong to the owner in fee, subject only to the right of the public to use or remove the same for the purpose of improvement.” Kochevar v. City of Gilbert, 273 Minn. 274, 276, 141 N.W.2d 24, 26 (1966); see also Kooreny v. Dampier–Baird Mortuary, Inc., 207 Minn. 367, 370, 291 N.W. 611, 612 (1940) (stating that the abutting “landowner's fee extends to the center of the street or highway, subject only to the public easement”). We have also explained that “when a street is dedicated by plat, a city may choose its own time to occupy, open, and use the street.” Vill. of Medford v. Wilson, 304 Minn. 250, 252, 230 N.W.2d 458, 459 (1975). Under this principle of law, both the City and the abutting property owners have rights in the right of way. This is the basis for the City’s authority to grant encroachment agreements for use City of Orono Mayor Walsh & Councilmembers April 7, 2020 Page 2 of the right of way until it is activated for public use. Further, if the City decides to activate it for public use, it would have to do so under federal and state regulations that provide for accessibility. The City has recognized this principle on a number of occasions, including when it approved an encroachment agreement at 4051 Highwood Road. There, property owners constructed improvements in the right of way and still provide access to the lakeshore. Conclusion The use of the right of way by the Musgjerds is a reasonable request designed to prevent erosion of the slope located within the right of way thereby protecting private property and the public lakeshore. The request is supported by Minnesota law which recognizes an adjoining owner’s rights in the property. The City request is consistent with approval of encroachment agreements for the use of right of way by nearby property owners who have improved their properties without limiting access to the lakeshore. Accordingly, we respectfully request that the City grant the request of the Mugsjerds. We will work with the City staff to implement the agreement so as to fully preserve the City’s rights to activate the right of way for public use. Sincerely, /s/ William C. Griffith William C. Griffith, for Larkin Hoffman Direct Dial: 952-896-3290 Direct Fax: 952-842-1729 Email: wgriffith@larkinhoffman.com Enclosure cc: Scott and Melissa Musgjerd (via email only)   Dear Orono City Council,    We are writing to you in regard to our request for an encroachment agreement for 4156 Highwood Rd.   We moved into our home in the fall of 2013.  Having City right of way next to our property was  completely new to us and we didn’t think much of it when we bought the property or the first few  months when we moved in.  We have learned a lot about what it means to have this next to our  property.  We have included photos of the yard (sod) that washed away on the property near the time when we  moved in.  There were permanent deep ruts in the entire right of way from water rushing down it.  The  right of way was covered in mud and not usable at all.  It was very ugly to look at and was ruining our  yard from the run off.  We hired a contractor to undertake landscaping in early 2014 which included rock beds, shrubs, flowers,  mulch, etc.  To help with erosion, the contractor added grass seed along the entire right of way with  erosion control netting all at our own expense.  We then had the small retaining wall constructed that  we are now asking for an encroachment agreement on.  The small retaining wall was solely put in place  for erosion purposes.  At the time, we believed the right of way was a few feet further west (further  from our house) so we didn’t believe we were encroaching. The hill where the retaining wall is used to  be extremely steep and muddy.  Water would pour down that area whenever it rained.  Ultimately the  mud and water would end up in our grass about 25 feet from the lake.  We ended up having to re‐sod  most of the back yard due to the erosion.  The right of way is now in much better condition due to the grass we planted and the retaining wall that  we installed.  It is flat (no ruts), mostly grass, and the erosion issues are gone.  What we have done has  only enhanced the right of ways appearance and use. There is still plenty of passable space for a walker  or snowmobile.  We have included photos to support this.  We appreciate your time and consideration and hope that the city council members will work with us on  this matter.    Sincerely,  Scott & Melissa Musgjerd  From:Scott MusgjerdTo:Melanie CurtisCc:William C. GriffithSubject:Images for April 13 MeetingDate:Thursday, April 9, 2020 1:33:54 PMHi Melanie-I am sending these to you directly as Bill and I are having connectivity issues. Please let me know you received them. Thank you for your help with this matter. Scott Sent from my iPhone r 5 Doc No T05045152 Certified, filed and/or recorded on 1/28/13 4:00 PM Office of the Registrar of Titles Hennepin County, Minnesota Rachel Smith, Acting Registrar of Titles Mark V. Chapin, County Auditor and Treasurer Deputy 1 Pkg ID 927791 M Doc Name: Resolution Document Recording Fee 46.00 Document Total 46.00 Existing Certs New Certs 1360448 This cover sheet is now a permanent part of the recorded document. I m A RESOLUTION GRANTING VARIANCES TO ORONO MUNICIPAL CODE SECTIONS 78-330 FILE NO. 12-3575 o O O CITY of ORONO 1 RESOLUTION OF THE CITY COUNCIL G' NO. 7; kESH 4' A RESOLUTION GRANTING VARIANCES TO ORONO MUNICIPAL CODE SECTIONS 78-330 FILE NO. 12-3575 WHEREAS, Scott Gary Musgjerd and Melissa Ann Musgjerd, a married couple (hereinafter the "Applicants") are owners of the property located 4156 Highwood Road within the City of Orono (hereinafter "City") and legally described as: Lot 23, Highwood Lake Minnetonka, Hennepin County, Minnesota (hereinafter"the Property"); and WHEREAS, the Applicants have made application to the City for variances to Orono Code Section 78-330 to allow construction of a new residence on a lot with an area of 11,443 square feet (0.26 acres} and a defined width of approximately 51 feet at the ordinary high water level and approximately 47 feet at the 75-foot setback where 43,560 square feet (1.0 acre) and 140 feet of width are normally required; and WHEREQS, the Applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-330 to allow a 7.6-foot side street setback for the garage portion of the home from the adjacent unimproved alley right-of-way and a 3.5 foot setback from said alley for a lake side deck where a 35-foot setback from the alley is normally required in conjunction with the construction of a new residence; and WHEREQS, after due published notice and mailed notice in accordance with Minnesota Statutes and the Orono, Niinnesota, City Code, the Orono Planning Commission held a public hearing on September 17, 2012 at which times all persons desiring to be heard concerning this application were given the opportunity to speak thereon. NOW, THEREFORE BE IT RESOLVED by the City Council of Orono, Minnesota: FINDINGS 1. This application was reviewed as Zoning File 12-3575. 2. The Property is located in the LR-1 B One Family Lakeshore Residential Zoning District which requires a minimum lot area of 1.0 acres and a minimum fot width of 140'. Page 1 of 5 o O O CITY of ORONO 3 t, RESOLUTION OF,. HE CITY COUNCILf` , G' NO. kESH g' 3.The Planning Commission reviewed this application at a public hearing held on September 17, 2012 and recommended conditional approval of the variances based on the following findings: a. The Property contains 11,443 square feet (0.26 acre) in area and has 51 feet in width at the OHWL and 47 feet in width at the 75-foot lake setback. b. Sanitary sewer is available. c. There is no additional land available to bring the lot ar a or lot width into conformity. d. At 24.9% of the gross lot area the Appficants' proposal conforms to the hardcover limitations for a Tier 1 lot. e. The topography and shape of the Property creates a practical difficulty for locating the home in a conforming location. f. The Property widens from the street to the lake. In order to meet the 10 foot setback from the east lot line the house will be angled so that at its ciosest point it will be 7.6 feet from the west side street lot line and as it appraaches the fake will mset a 10 foot side street setback. g. An existing retaining wall along the east property line is proposed to remain, but will be buried and a swale will be created on top of the filled area. h. To address the steepness of the lot a French drain is proposed across the driveway which will drain along the east, side lot line toward the lake. i. Retaining walls are proposed within 5 feet of both the east and west sides of the lot which will facilitate the construction of the new home and alleviate grading concerns. Engineered p{ans will be required if the walls exceed 4 feet in height. j. The Planning Commission finds that a 5-foot deck setback from the alley would be more appropriate than the 3.5 foot setback proposed, and recommends that a 5-foot setback be required. k. The Applicants' request will alfeviate a praetical difficulty inherent to the Property and not created by the Applicants. Page 2 of 5 o,,. O O CITY of ORONO 3 RESOLUTION OF THE CITY COUNCIL G'ti` NO. 6 kESHOg' I. The Applicants' request will not alter the essential character of the neighborhood and will resutt in minimal negative impact on adjacent properties. m. The Applicants' request is in harmony with the purpose and intent of the ordinance. n. The Applicants have demonstrated that enforcing the side, street setbacks, lot area and lot width provisions of the Zoning Ordinance deprive the Applicants of the reasonable use of their Property. 4. The City Council reviewed this application at a meeting held on October 8, 2012 and took the following actions: a. The Council voted 2 to 3 on a motion for approval of lot width and lot area variances, approval of a 7.6 foot setback on the west lot line for the garage portion of the home and approval of a 5.75 foot setback on the west lot line for the deck; the motion failed. b. The Council then voted 3 to 2 on a motion to approve the lot area and lot width variances as well as side street setback variances from the west lot line to allow a 7.6 foot setback for the garage portion of the home and a 10 foot setback for the deck; the motion passed. Staff was directed to draft a resolution reflecting this action. 5. The City Gouncil has considered this application including the findings and recommendation of the Planning Commission, reports by City staff, comments by the Applicants and the public, and the effect of the proposed variance on the health, safety and welfare of the community. 6. The City Counci{ finds that the conditions existing on this Property are peculiar to it and do not apply generally to other property in this zoning district; that granting the variance would not adversely affect traffic conditions, light, air nor pose a fire hazard or other danger to neighboring property; would not merely serve as a convenience to the Applicants, but is necessary to alleviate a prac ical difficulty; is necessary to preserve a substantial property right of the Applicants; and would be in keeping with the spirit and intent of the Zoning Code and Comprehensive Plan of the City. Page 3 of 5 o1V. O O CITY of ORONO RESOLUTION OF THE CITY COUNCIL G' ti NO. L kESHog' CONCLUSIONS, ORDER AND CONDITIONS Based upon one or more of the above findings, the Orono City Council hereby grants a variance to Orono Municipal Zoning Code Section 78-330 to allow construction of a new residence on an existing lot 11,443 square feet (0.26 acre) in area and 51' in width at the OHWL and 47' in width at the 75-foot setback where 43,560 square feet (1.0 acre) in area and 140-feet in width are normally required; and a variance to Section 78-330 to allow a 7.6-foot side street setback from the unimproved alley right-of-way for the garage portion of the home and a 10 foot side street setback for the portion of home and deck located further southward (as depicted on the survey attached as Exhibit A) where a 35-foot setback is normally required in conjunction with the construction of a new home, subject to the following conditions: 1. Council approval is based on the survey, building plans and landscape plan submitted by the Applicants and annotated by City staff, attached to this Resolution as Exhibits A and B. Any amendments to the p{ans which are not in conformity with City codes will require further Planning Commission and City Council review. 2. Hardcover shall not increase above the allowed level of 2,860 square feet (25%) for this Tier 1 property. 3. The Applicant's buifding permit survey and plans shall address the City Engineer's comments and recommendations. 4. The home plans submitted are for the purpose of hardcover and setback review. The construction plans and survey submitted for building permit will be reviewed for conformance with Orono's building height and number of stories cafculation. 5. Authorities granted by this resolution run with the Property not with the Appficants, but are permissive only and must be exercised by obtaining a buifding permit for the new construction and commencing construction of said project. A framing inspection must be completed within one year of the date of Council approval, or the variance will expire on that date (October 22, 2013). 6. Violation of or non-compliance with any of the terms and conditions of this resolution shall constitute a violation of the zoning code, shall automatically terminate any authority granted herein, and shall be punishable as a misdemeanor. The undersigned Applicants have read, understand and hereby agree to the terms of this r solution and on behalf of the Applicants and the Applicants' heirs, successors and assigns, hereby agree to the recording of this resolution in the chain of title of the Property. Page 4 of 5 o O O CITY of ORONO 1 RESOLUTION OF THE CITY COUNCIL ti No. 6 r kESHOg' dopted;,by the Orono City Council on the 22nd day of October, 2012. r. fi„T t. a .; ; %- r ",, r `.w`. r Y`a$' ( hµ4 . Wv _ S ., 4,' I ,144 j:. 1' 'Ov v. r A itl," ue,,; tty.<l Fk Lili Tod McMillan, Mayor yR n. F%. . wa i rtF:•, i r t; -,.' a r roperty` wner Prope Own r(s STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me this Z day of Ge f 2012, by Scott Gary Musgjerd, husband of IVielissa Ann Musgjerd. W2BRRBP,{p G.SILUS pj(,,l.t, r NpTl RYPUBLIC-MINNESOTA Notary PublicMyCommissionExpiresJan.31,2013 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me this'day of 2012, by Melissa Ann Musgjerd, wife of Scott Gary Musgjerd. L.c...._-e.,-C' cxC-f. Notary Public Page 5 of 5 STATE OF MINNESOTA ) ss COUNTY OF HENNEPIN ) The undersigned, being duly qualified and appointed City Clerk of the City of Orono, Minnesota, certifies that I compared the foregoing resolution adopted at the meeting of the Orono City Council on October 22, 2012,with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this 24th day of October , 2012. City Clerk sea) . Resolution oq CERTIFICATE OF SURVEY FOR Exhibit AJ4 SHARRATT DESIGN v OF LOT 23, HIGHN'OOD LAKE MINNETONKA r HENNEPIN COUNTY, MINNESOTA z rJ._; Z: q y q Jprz 4'i4"1''.LTi r_____ __________ tJ`,056go O on,ijo8.5 E RpAD o : -- e .................._, 35.>,. . 544 44 56• E 91 1 /.l , o` N\'\....... PROPOSED % 1. 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DN ' I I o , 1 F G ' Qp y v '= r t v r,' Fw* W 'y ' ' O i k_(G _ , af .3r'. --•-- i y 1 r i,; y< !.._ .... 7*'S.y pt; w.r,: . y,'_b, 5-1---- R-rPi4F v_F t.. r i.r.Vi v_ r P. 1- P!' 1 J.1-WGlO af.+L? .. .. 1 5o.5.s.+..LN_Ls.E--- -.__. .. .. -- ------G-__.... . . < /Z.e y._ .. _...__ ._ . r vwso.-i.-. t/t f..ri rs,.s.s.s.. psc. .,o/zsl y April 10, 2020 To the honorable Orono Mayor Dennis Walsh and City Council members Re: Retaining wall in alley between 4156 &4167 Highwood Rd We are aware of the landscape project that occurred in the alley between 4156 and 4167 Highwood Rd, blatantly extending into the “alley or easement” owned by the City of Orono without prior permission from the city planners or its inspectors. No written notification was sent to surrounding neighbors for input, approval, or rebuttal of the project. It’s important to follow rules at the beginning of a project rather than blatantly disregard and sneak around them. When caught, then assume you can ask for forgiveness and an automatic exception will be made due to one blaming it all on ignorance and expect to be forgiven without consequence. We are opposed to any after the fact permit request. We ask council to reject the permit request, demand removal of the illegally built wall and restore the easement to full original continuous width to allow public access without restriction. Sincerely, Erik and Laurie Celms 1535 Highwood Ln Orono, MN 55364 952-472-8730 From:Otto, Darcy (OSH) To:Melanie Curtis Subject:Fw: Complaint: Objection to allowing an after the fact permit for the retaining wall at 4156 Highwood Rd. Date:Sunday, April 12, 2020 3:56:08 PM From: Otto, Darcy (OSH) <OttoD@District279.org> Sent: Sunday, April 12, 2020 2:53 PM To: mcurtis@ci.orono <mcurtis@ci.orono> Subject: Complaint: Objection to allowing an after the fact permit for the retaining wall at 4156 Highwood Rd. Mayor Walsh and City Council Members, We are stating our objection for allowing an after the fact permit to be issued for the above address. The retaining wall is currently on city property (recreational easement). The easement is used to access the lake for recreational purposes and is an asset to the Highwood neighborhood. In 2017 we applied for a building permit to put an addition on our home. We were required to submit a variance. We reduced the size of our addition in order to comply to the variance and needed written documentation from our direct neighbor to encroach on the normal set backs of our property line. We would expect anyone filing for a permit/variance in our neighborhood would have to comply to the city guidelines. This is a blatant disregard for Orono building guidelines. Thank you for your consideration, Phil & Darcy Otto 4116 Highwood Rd. 952-201-1345 April 13, 2020 To the honorable Orono Mayor Dennis Walsh and City Council members Re: Retaining wall in alley between 4156 &4167 Highwood Rd We are aware of the landscape project that occurred in the alley between 4156 and 4167 Highwood Rd, blatantly extending into the “alley or easement” owned by the City of Orono without prior permission from the city planners or its inspectors. No written notification was sent to surrounding neighbors for input, approval, or rebuttal of the project. I was at the council meeting in 2012 when the variance to build 4156 was issued. At that time, it was made clear to the homeowners that there would be restrictions on developing their lot, and that alley was used by many in the neighborhood for recreational access to the lake. As I have stated before the ally has been used by many folks in this neighborhood over the years for as long as I have lived here (1993) to gain recreational access to lake Minnetonka. This access needs to be maintained for future generations that will live in this neighborhood. The homeowners had blatant disregard for the rest of the neighborhood in trying to absorb the alley as part of their property. They knew from the day their house was permitted in 2012 that they had restrictions on their lot size to deal with. They should have contacted the city, pulled permits and followed the rules to deal with their erosion issues. there’s No excuses. We are opposed to any after the fact permit request. We ask council to reject the permit request, demand removal of the illegally built wall and restore the easement to full original continuous width to allow public access without restriction. We would also ask that the city consider marking the alleyway so it could be Maintained and used freely by the neighborhood without any opposition of the adjoining landowners Sincerely, Jim Cusack & Christine Grace 4140 Highwood Rd Orono, MN 55364 763-219-2787 AGENDA ITEM Prepared By: J. Barnhart Reviewed By: DJR Approved By: DJR 1. Purpose. To consider an ordinance revising the regulations related to special events in the city. 2. Background. In December, the City Council started the review of the special event ordinance, an ordinance intended to clarify and where necessary, adjust the review, standards, and enforcement of special events in the city. The City Council reviewed this ordinance in draft form in workshops in January and February and during the regular council meeting in March. During the review of this ordinance, much of the discussion has centered on regulations for fireworks, and more recently, the definition of fireworks. Both State Statute and the State Fire Code define fireworks, these definitions are attached as Exhibit C Staff has prepared two draft ordinances. The only difference between the two is what reference is used in defining Fireworks. The draft in Exhibit A uses the Statute definition, and the draft in Exhibit B uses the state fire code. Given the comments regarding excluding sparklers and similar, the Statue definition is recommended as it includes a number of exceptions. Recall that the previous direction was to refer to the appropriate document (Either State Fire Code or State Statute) for its definition, rather than include the definition as it may change from time to time, requiring an amendment to our code. 3. Public Comment. Staff has shared the two options of definitions with Bob Erickson. His response is attached as Exhibit D. He states his preference of the two options is the State Statute. (Option A). 4. Staff Recommendation. Staff recommends the Council adopt one of the drafts. COUNCIL ACTION REQUESTED City Council should review the ordinance and adopt or amend. Exhibits A. Draft Ordinance using State Statute definition of Fireworks B. Draft Ordinance using Fire Code definition of Fireworks C. Definitions of Fireworks found in both documents. D. Email comment received References Council workshop packets and minutes 1-13-2020 Council workshop packets and minutes 2-10-2020 Council packet and minutes 12-9-19 Council packet and minutes 3-9-2020 Item No.: 18 Date: April 13, 2020 Item Description: LA19-000063 – City of Orono Text Amendment Related to Special Events Presenter: Jeremy Barnhart, AICP Community Development Director Agenda Section: Planning Department Report CITY OF ORONO 1 HENNEPIN COUNTY, MINNESOTA 2 3 ORDINANCE NO. 4 5 6 AN ORDINANCE AMENDING ARTICLE VI SPECIAL EVENTS AND ARTICLE VIII 7 ADMINISTRATIVE OFFENSES AND PENALTIES 8 OF THE ORONO CITY CODE 9 10 11 THE CITY COUNCIL OF THE CITY OF ORONO ORDAINS: 12 13 SECTION 1. Article VI of the Orono City Code is amended as follows: 14 15 ARTICLE VI. - SPECIAL EVENTS 16 17 Sec. 66-191. - Definitions. 18 The following words, terms and phrases, when used in this article, shall have the meanings 19 ascribed to them in this section, except where the context clearly indicates a different meaning: 20 Road Race or Tours means any organized event that requests alterations to the traffic control 21 features of public roads, including, but not limited to alteration of stop, yield, or merge signs, or 22 requests of dedicated use of traffic lanes. 23 Fireworks means the display of any composition or device that meets the definition of 24 fireworks as set forth in the Minnesota Statutes 624.20. any substance or combination of 25 substances or article prepared for the purpose of producing a visible or an audible effect by 26 combustion, explosion, deflagration, or detonation, and includes blank cartridges, toy cannons, 27 and toy canes in which explosives are used, the type of balloons which require fire underneath to 28 propel them, firecrackers, torpedoes, skyrockets, Roman candles, daygo bombs, or other 29 fireworks of like construction, and any fireworks containing any explosive or inflammable 30 compound, or any tablets or other device containing any explosive substance and commonly 31 used as fireworks as defined by Minn. Stat. § 624.20. 32 Special Service in this chapter means traffic control, crowd control, or the display of City of 33 Orono or Long Lake, including police, fire, or public works resources, vehicles or equipment. 34 Open House Home Tour means an event hosted over multiple days or weekends for the 35 purpose of promoting homes for sale and or craftsmanship, provided that the event is likely to 36 generate parking needs for more than 20 vehicles on city streets at any one time. This may 37 include remodeling home tours, builders home tours, artesian tours and similar but does not 38 include brokerage open houses. 39 ParadeParade means any movement of vehicles, persons or animals, in any combination, 40 which either moves together andeither moves together or as a body so as to impede or affect the 41 free and unobstructed flow of vehicular or pedestrian traffic, or which moves so that some part is 42 in violation of one or more traffic laws or regulations. 43 Private event means any private function or special event that exceeds normal levels of city 44 public service and requires Sspecial Sservice from city departments and/or mutual-aid 45 agreements or requires 20 or more on street parking spaces at the same time.. 46 Special eventSpecial Event means any Road Race or Tour, Fireworks, Private Event, Parade, 47 any non-city event using city property, provided that the event is likely to generate parking needs 48 for more than 20 vehicles on residential streets at any one time or is otherwise likely to impede 49 or affect the free and unobstructed flow of vehicular or pedestrian traffic marathon run, block 50 party, fishing contest, parachute jump, hot-air balloon event, carnival, open house held as part of 51 a home tourOpen House Home Tour, or Estate Sale., or any other activity or event which in 52 some way impedes or affects the free and unobstructed flow of vehicular or pedestrian traffic, 53 generates parking needs for more than 20 vehicles off the site at any one time on residential 54 streets, not including a public access to Lake Minnetonka, or requires the posting of no parking 55 signs to maintain compliance with traffic laws and regulations. 56 (Code 1984, § 6.08(1); Ord. No. 48 3rd series, § 1, 8-25-2008; Ord. No. 57 3rd series, § 1, 4-27-57 2009) 58 Cross reference— Definitions generally, § 1-2. 59 Sec. 66-192. - Impeding prohibited. 60 It is unlawful for any person to hamper, obstruct, or impede, or interfere with any parade, 61 parade assembly, special eventSpecial Event or any person, animal or vehicle participating in a 62 parade or special eventSpecial Event. 63 (Code 1984, § 6.08(5)(A)) 64 Sec. 66-193. - Driving vehicles between paradeParade units. 65 It is unlawful for any person to drive a vehicle between the vehicles or persons comprising a 66 paradeParade or special eventSpecial Event when such paradeParade or special eventSpecial 67 Event is in motion, except by direction of police officers directing traffic. 68 (Code 1984, § 6.08(5)(B)) 69 Sec. 66-194. - Unauthorized entering. 70 It is unlawful for any person to enter into a paradeParade or special eventSpecial Event 71 without prior authorization from the person in charge of the event. 72 (Code 1984, § 6.08(5)(C)) 73 Sec. 66-195. - Removal of obstructions of traffic. 74 In any case where vehicles or parking by an activity obstructs traffic, regardless of whether 75 or not the activity required a permit. The City may ticket that person and all the cars that 76 constitute the traffic hazard. Vehicles that constitute a hazard may be towed at the owner's 77 expense if so ordered by the police officer. 78 (Code 1984, § 6.08(6)) 79 Secs. 66-196—66-220. - Reserved. 80 DIVISION 2. - PERMIT 81 82 Sec. 66-221. - Required. 83 A permit shall be obtained from the city by any person who will be holding or sponsoring a 84 parade, private event or Sspecial Eevent on City property, or the owner or their agent for any 85 Special Event on private propoerty. The permit requirements set forth in chapter 38, article V, 86 apply in addition to all licensing requirements. 87 (Code 1984, § 6.08(2); Ord. No. 48 3rd series, § 2, 8-25-2008) Sec. 66-222. - Exceptions. 88 The following are not required to apply for permits under this division: 89 (1) Funeral processions; 90 (2) A governmental agency acting within the scope of its functions; 91 (3) An occasional private party that is held on private residential lots that does not require 92 special service from a city department. 93 (Code 1984, § 6.08(7); Ord. No. 48 3rd series, § 3, 8-25-2008) Sec. 66-223. - Application. 94 (a) Application for a parade or sSpecial Eevent permit shall be made to the city at least 14 21 95 days in advance of the date on which the parade or special event Special Event is to occur 96 unless waived by the city administrator or designee if, after due consideration of the date, 97 time, place, and nature of the parade or sSpecial Eevent, the anticipated number of 98 participants, and the city services required in connection with the event, the city administrator 99 or designee determines that the waiver will not present a hazard to public safety. 100 (b) The applicant shall complete an application fill out a form as offered provided by the city 101 administrator or designee, and may include the followingstating the: 102 (1) Applicant's name, address, and telephone number (including the telephone number(s) 103 in which the applicant can be reached on the day of the paradeParade or special 104 eventSpecial Event); 105 (2) Proposed parade route or location of special eventSpecial Event; 106 (3) Time of commencement and termination and date when the parade or special 107 eventSpecial Event is to occur; 108 (4) Anticipated number of participants; 109 (5) Shuttle bus plan for participants and location of off-site parking for open houses; 110 (6) Site plan locating buildings, driveways, local streets, parking location, temporary 111 structures (tents) (including size), temporary restrooms, stage and location of speakers, 112 or any cordoned off area(s) for special eventSpecial Events; 113 (7) Signature of the owner of the property on which the special eventSpecial Event is to be 114 held; 115 (8) Proof of written notice to all property owners within 350 feet of the location on which 116 a special event is to be held at least ten days prior to the special event. The notice must 117 contain the date, time, and location of the special event; and 118 ((89) Proof of possession of any license or permit which, under federal, state or local laws 119 or regulations, the applicant is required to have in order to conduct the parade or special 120 eventSpecial Event, or which, under any such law or regulation, would exempt the applicant 121 from the licensing requirements of this article. 122 (c) The application shall be executed by the individual applying for the permit or the duly 123 authorized agent or representative of the sponsoring organization. The permit requirements 124 set forth in this section apply in addition to all requirements in section 38-802. 125 126 (Code 1984, § 6.08(2); Ord. No. 57 3rd series, § 2, 4-27-2009) 127 Sec. 66-224. - Application review and issuance. 128 (a) The city administrator or designee shall forthwith refer all applications for paradeParades 129 and special eventSpecial Events to the police chief or designee and to other city departments as 130 deemed necessary. 131 (b) The police chief or designee shall review each application to determine whether and to what 132 extent additional police protection is reasonably necessary and to what extent the paradeParade or 133 special eventSpecial Event will interfere with the safe and orderly movement of vehicular and 134 pedestrian movement on public streets. 135 136 (c) The Police Chief city administrator or designee shall issue the permit as provided for herein, 137 unless grounds exist for denying the permit under section 66-225. 138 (d) The City Council shall review all special events requesting the use of city land. The City 139 administrator or their designee may refer any Special Event Permit to the City Council for their 140 review. 141 (e) The applicant shall provide notice of the date and time and contact information for the 142 Special Event to all property owners within 500 feet of the property hosting a Special Event. 143 The City Administrator may accept alternative methods of notification , unless an alternative 144 notification method has been approved by the City Administratorwhere appropriate given the 145 scope of the Event. 146 (f) Additional Regulations for those Special Events that employ Fireworks. 147 1. The Fire Chief shall review all applications involving Fireworks for compliance with 148 applicable state codes, and forward a recommendation to the City Council. 149 2. The City Council shall review all applications involving Fireworks. 150 3. Notice of the date, time, and contact information shall be provided to all property 151 owners within 1,000 feet of the launch site of the fireworks. 152 4. A policy or certificate of insurance on which the city, its agents and employees, are 153 additional insureds, providing public liability insurance providing umbrella or all perils 154 coverage in the amount of $1,500,000.00. 155 Sec. 66-225. - Denial of permit. 156 (a) The city administrator or designee may refuse to issue a parade or special eventSpecial Event 157 permit to the applicant for any of the following reasons: 158 (1) The conduct of the parade or special eventSpecial Event will substantially interrupt the 159 safe and orderly movement of other pedestrian or vehicular traffic contiguous to its route 160 or location. 161 (2) The conduct of the parade or special eventSpecial Event will require the diversion of an 162 amount of city resources necessary to maintain adequate city function, in the sole 163 discretion of the City Administrator or their designee. 164 (3) The paradeParade or Road Race or Tour is not scheduled to move from its point of 165 origin to its point of termination expeditiously and without unreasonable delays ien- 166 route. 167 (4) Adequate sanitation and other required health facilities are or will not be available. 168 (5) Sufficient parking near the site of the paradeParade or special eventSpecial Event has 169 not been provided to accommodate the number of vehicles reasonably expected, or the 170 applicant has not provided a plan that is sufficient to shuttle visitors to and from a special 171 eventSpecial Event. 172 (6) The application fails to comply with relevant provisions of section 38-802. 173 (7) An investigation revealed that theThe applicant falsified information on the application. 174 (8) Failure of the applicant to pay the required fee. 175 (910) Failure of the applicant or the owner of the property on which the special eventSpecial 176 Event is to be held to sign the application. 177 (10) The special event has failed to obtain state or county required permits, including but not 178 limited to Fire, Health, or Liquor permits. 179 (11) The completed application was not received 210 or more days before the event. 180 181 (b) The city administrator or designee shall act promptly upon a timely filed application for a 182 paradeParade or special eventSpecial Event permit, but in no event shall grant or deny a permit 183 less than 48 hours prior to the paradeParade or special eventSpecial Event and shall include 184 reasons for denial. 185 (Code 1984, § 6.08(4); Ord. No. 57 3rd series, § 2, 4-27-2009; Ord. No. 178 3rd series, § 5, 10-186 10-2016) 187 Sec. 66-226. - Payment of expenses. 188 The applicant for a parade, a special eventSpecial Event, or a private event permit shall pay 189 an application fee as determined from time to time by the City Councilservice charge for the 190 governmental services provided to enforce this article; and the city may, as a condition of 191 approval of the permit, require that the applicant deposit money with the city in a sum equal to 192 the estimated service charge to be incurred by the city. Service charges include all city staff and 193 resource time or city consultant time necessary. The city may certify to the county auditor any 194 unpaid service charges which shall be collected together with property taxes levied against the 195 property. 196 (Code 1984, § 6.08(8); Ord. No. 48 3rd series, § 4, 8-25-2008) 197 Sec. 66-227. - Fees. 198 All permits provided for in this division shall be issued only upon payment in full of permit 199 fees and other costs fixed and determined by resolution. 200 (Code 1984, § 6.08(9)) 201 Sec. 66-228. - Prohibitions. 202 The following prohibitions shall apply to all parades and special eventSpecial Events: 203 (1) It shall be unlawful for any person to stage, present, or conduct any parade or special 204 eventSpecial Event without first having obtained a permit as herein provided. 205 (2) It shall be unlawful for any person in charge of, or responsible for the conduct of, a duly 206 licensed paradeParade or special eventSpecial Event to knowingly fail to comply with 207 any condition of the permit. 208 (3) It shall be unlawful for any person to engage in any paradeParade or special eventSpecial 209 Event that would constitute a substantial hazard to the public safety or that would 210 materially interfere with or endanger the public peace or rights of residents to the quiet 211 and peaceful enjoyment of their property. 212 (4) The following Special Event types and locations shall be prohibited: 213 a. Closeda. Closed Road Races 214 b. Eventsb. Events using Trunk Highways 215 c. Eventsc. Events on Big Island. 216 (Ord. No. 57 3rd series, § 3, 4-27-2009) 217 Sec. 66-229. - Revocation of permit. 218 The city administrator or designee shall have the authority to revoke a paradeParade or 219 special eventSpecial Event permit instantly upon violation of the conditions or standards for 220 issuance as set forth in this article or when a public emergency arises where the police resources 221 required for that emergency are so great that deployment of police services for the paradeParade 222 or special eventSpecial Event would have an immediate and adverse effect upon the welfare and 223 safety of persons or property. 224 Sec. 66-230. – Penalties 225 (a) On a finding thatIf an applicant, permit holder , or any person licensee has failsed to 226 comply with any provision of an applicable statute, rule or ordinance relating to alcoholic 227 beverages,Article VI Special Events, the city may impose an administrative penalty as set 228 forth in the chart in clause (c) of this Section. revoke the license, suspend the license, impose 229 a civil penalty of up to $2,000.00 for each violation , or impose any combination of these 230 sanctions. Conviction of a violation in a court of law is not required in order for the council to 231 impose the civil penaltyimposition of an administrative penalty. Appeals of an administrative 232 penalty issued pursuant to this section shall be heard in accordance with the procedure set 233 forth in Article VII Administrative Offenses and Penalties . 234 235 Except in cases of lapse of proof of financial responsibility, no suspension or revocation shall 236 take effect until the licensee has been afforded an opportunity for a hearing pursuant to the 237 Administrative Procedures Act, Minn. Stat. §§ 14.57 to 14.70, as it may be amended from 238 time to time. The council may act as the hearing body under that act, or it may contract with 239 the office of hearing examiners for a hearing officer. Non -payment of the penalty is grounds 240 for suspension or revocation of the license. 241 (b) Multiple violations are computed b y checking the time period of the three (3) years 242 immediately prior to the date of the most current violation. 243 244 (c) The presumptiveed penalties for violations are as follows: 245 246 1st Violation $250.00 2nd Violation $500.00 3rd Violation $1,000.00 247 1 st violation $250.00 plus costs 2 nd violation $500.00 plus costs 3 rd violation $1,000.00 plus costs 248 SECTION 2. Article VIII of the Orono City Code is amended by adding and striking text as 249 follows: 250 ARTICLE VIII. - ADMINISTRATIVE OFFENSES AND PENALTIES 251 DIVISION 1. - IN GENERAL 252 Sec. 66-250. - Administrative offenses. 253 The Orono City Council has determined to enforce certain offenses within the City of 254 Orono as administrative offenses. Those offenses to be enforced as administrative offenses shall 255 be determined by resolution of the city council as recommended by the chief of police. These 256 administrative penalty procedures in this section are intended to provide the public and the city 257 with an informal, cost effective, and expeditious alternative to traditional criminal charges for 258 violations of certain provisions of this code. The procedures are intended to be voluntary on the 259 part of those who have been charged with those offenses. 260 (Ord. No. 121 3rd series, § 1, 12-9-2013) 261 Sec. 66-251. - Violation/penalty. 262 Any person violating one of the administrative offenses within the City of Orono shall be 263 subject to the scheduled administrative penalty. The city council shall determine the 264 administrative penalties and both the administrative offenses and the penalty amount may be 265 amended, from time to time, by resolution of the city council. 266 (Ord. No. 121 3rd series, § 1, 12-9-2013) 267 Sec. 66-252. - Enforcement. 268 Any member of the police department or any other person employed by the city with 269 authority to enforce the city Code may issue administrative violations under this article. 270 Notice shall be given to the violator setting forth the nature of the offenses, the date, time of 271 the violation, the name of the official issuing the citation and the amount of the scheduled 272 penalty. 273 (Ord. No. 121 3rd series, § 1, 12-9-2013) 274 Sec. 66-253. - Payment. 275 Once notice of an administrative violation is given, the person responsible for the violation shall, 276 within 14 calendar days of issuance of the notice, pay the stated violation penalty to the City. At 277 any time before the payment of the administrative penalty is due, the person who has been given 278 notice of an alleged violation may request to appear before the city council to contest the request 279 for payment of the penalty. After a hearing before the council, the council may determine to 280 withdraw the request for payment or to renew the request for payment. Because the payment of 281 the administrative penalty is voluntary, there shall be no appeal from the decision of the council. 282 (Ord. No. 121 3rd series, § 1, 12-9-2013) 283 Sec. 66-254. - Failure to pay. 284 If a violator fails to pay the penalty imposed by this administrative citation, or if the violator 285 wishes to contest the citation,or the situation that created the violation remains uncorrected, then 286 the matter shall be processed as an article violation or criminal offense through the Hennepin 287 County District Court System the City may issue a petty misdemeanor or misdemeanor citation 288 for the violation of the ordinance. A person convicted of a violation of this Ordinance shall be 289 guilty of a misdemeanor and punished by a fine of not more than $1,000.00, imprisonment for a 290 term not exceeding 90 days, or any combination thereof; provided, however, that if the violation 291 is declared to be a petty misdemeanor, the penalty shall be a fine not to exceed $300.00. 292 Additionally, a person convicted of a violation of this article shall pay the costs of prosecution. 293 The city, in its discretion, may bring criminal charges in the first instance, rather than requesting 294 the payment of an administrative penalty, even if a penalty for the particular violation has been 295 established by Council resolution. If the administrative penalty is paid, or if any requested 296 correction of the situation resulting in the violation is completed, no criminal charges shall be 297 initiated by the city for the alleged violation. 298 (Ord. No. 57 3rd series, § 3, 4-27-2009) 299 SECTION 3. This ordinance shall be effective immediately upon its passage and publication. 300 301 ADOPTED this day of , 2020, by the City Council of the City of 302 Orono. 303 304 CITY OF ORONO 305 306 BY: 307 Dennis Walsh, Mayor 308 309 ATTEST: 310 311 312 Anna Carlson, City Clerk 313 314 CITY OF ORONO 1 HENNEPIN COUNTY, MINNESOTA 2 3 ORDINANCE NO. 4 5 6 AN ORDINANCE AMENDING ARTICLE VI SPECIAL EVENTS AND ARTICLE VIII 7 ADMINISTRATIVE OFFENSES AND PENALTIES 8 OF THE ORONO CITY CODE 9 10 11 THE CITY COUNCIL OF THE CITY OF ORONO ORDAINS: 12 13 SECTION 1. Article VI of the Orono City Code is amended as follows: 14 15 ARTICLE VI. - SPECIAL EVENTS 16 17 Sec. 66-191. - Definitions. 18 The following words, terms and phrases, when used in this article, shall have the meanings 19 ascribed to them in this section, except where the context clearly indicates a different meaning: 20 Road Race or Tours means any organized event that requests alterations to the traffic control 21 features of public roads, including, but not limited to alteration of stop, yield, or merge signs, or 22 requests of dedicated use of traffic lanes. 23 Fireworks means the display of any composition or device that meets the definition of 24 fireworks as set forth in the Minnesota State Fire Code. any substance or combination of 25 substances or article prepared for the purpose of producing a visible or an audible effect by 26 combustion, explosion, deflagration, or detonation, and includes blank cartridges, toy cannons, 27 and toy canes in which explosives are used, the type of balloons which require fire underneath to 28 propel them, firecrackers, torpedoes, skyrockets, Roman candles, daygo bombs, or other 29 fireworks of like construction, and any fireworks containing any explosive or inflammable 30 compound, or any tablets or other device containing any explosive substance and commonly 31 used as fireworks as defined by Minn. Stat. § 624.20. 32 Special Service in this chapter means traffic control, crowd control, or the display of City of 33 Orono or Long Lake, including police, fire, or public works resources, vehicles or equipment. 34 Open House Home Tour means an event hosted over multiple days or weekends for the 35 purpose of promoting homes for sale and or craftsmanship, provided that the event is likely to 36 generate parking needs for more than 20 vehicles on city streets at any one time. This may 37 include remodeling home tours, builders home tours, artesian tours and similar but does not 38 include brokerage open houses. 39 ParadeParade means any movement of vehicles, persons or animals, in any combination, 40 which either moves together andeither moves together or as a body so as to impede or affect the 41 free and unobstructed flow of vehicular or pedestrian traffic, or which moves so that some part is 42 in violation of one or more traffic laws or regulations. 43 Private event means any private function or special event that exceeds normal levels of city 44 public service and requires Sspecial Sservice from city departments and/or mutual-aid 45 agreements or requires 20 or more on street parking spaces at the same time.. 46 Special eventSpecial Event means any Road Race or Tour, Fireworks, Private Event, Parade, 47 any non-city event using city property, provided that the event is likely to generate parking needs 48 for more than 20 vehicles on residential streets at any one time or is otherwise likely to impede 49 or affect the free and unobstructed flow of vehicular or pedestrian traffic marathon run, block 50 party, fishing contest, parachute jump, hot-air balloon event, carnival, open house held as part of 51 a home tourOpen House Home Tour, or Estate Sale., or any other activity or event which in 52 some way impedes or affects the free and unobstructed flow of vehicular or pedestrian traffic, 53 generates parking needs for more than 20 vehicles off the site at any one time on residential 54 streets, not including a public access to Lake Minnetonka, or requires the posting of no parking 55 signs to maintain compliance with traffic laws and regulations. 56 (Code 1984, § 6.08(1); Ord. No. 48 3rd series, § 1, 8-25-2008; Ord. No. 57 3rd series, § 1, 4-27-57 2009) 58 Cross reference— Definitions generally, § 1-2. 59 Sec. 66-192. - Impeding prohibited. 60 It is unlawful for any person to hamper, obstruct, or impede, or interfere with any parade, 61 parade assembly, special eventSpecial Event or any person, animal or vehicle participating in a 62 parade or special eventSpecial Event. 63 (Code 1984, § 6.08(5)(A)) 64 Sec. 66-193. - Driving vehicles between paradeParade units. 65 It is unlawful for any person to drive a vehicle between the vehicles or persons comprising a 66 paradeParade or special eventSpecial Event when such paradeParade or special eventSpecial 67 Event is in motion, except by direction of police officers directing traffic. 68 (Code 1984, § 6.08(5)(B)) 69 Sec. 66-194. - Unauthorized entering. 70 It is unlawful for any person to enter into a paradeParade or special eventSpecial Event 71 without prior authorization from the person in charge of the event. 72 (Code 1984, § 6.08(5)(C)) 73 Sec. 66-195. - Removal of obstructions of traffic. 74 In any case where vehicles or parking by an activity obstructs traffic, regardless of whether 75 or not the activity required a permit. The City may ticket that person and all the cars that 76 constitute the traffic hazard. Vehicles that constitute a hazard may be towed at the owner's 77 expense if so ordered by the police officer. 78 (Code 1984, § 6.08(6)) 79 Secs. 66-196—66-220. - Reserved. 80 DIVISION 2. - PERMIT 81 82 Sec. 66-221. - Required. 83 A permit shall be obtained from the city by any person who will be holding or sponsoring a 84 parade, private event or Sspecial Eevent on City property, or the owner or their agent for any 85 Special Event on private propoerty. The permit requirements set forth in chapter 38, article V, 86 apply in addition to all licensing requirements. 87 (Code 1984, § 6.08(2); Ord. No. 48 3rd series, § 2, 8-25-2008) Sec. 66-222. - Exceptions. 88 The following are not required to apply for permits under this division: 89 (1) Funeral processions; 90 (2) A governmental agency acting within the scope of its functions; 91 (3) An occasional private party that is held on private residential lots that does not require 92 special service from a city department. 93 (Code 1984, § 6.08(7); Ord. No. 48 3rd series, § 3, 8-25-2008) Sec. 66-223. - Application. 94 (a) Application for a parade or sSpecial Eevent permit shall be made to the city at least 14 21 95 days in advance of the date on which the parade or special event Special Event is to occur 96 unless waived by the city administrator or designee if, after due consideration of the date, 97 time, place, and nature of the parade or sSpecial Eevent, the anticipated number of 98 participants, and the city services required in connection with the event, the city administrator 99 or designee determines that the waiver will not present a hazard to public safety. 100 (b) The applicant shall complete an application fill out a form as offered provided by the city 101 administrator or designee, and may include the followingstating the: 102 (1) Applicant's name, address, and telephone number (including the telephone number(s) 103 in which the applicant can be reached on the day of the paradeParade or special 104 eventSpecial Event); 105 (2) Proposed parade route or location of special eventSpecial Event; 106 (3) Time of commencement and termination and date when the parade or special 107 eventSpecial Event is to occur; 108 (4) Anticipated number of participants; 109 (5) Shuttle bus plan for participants and location of off-site parking for open houses; 110 (6) Site plan locating buildings, driveways, local streets, parking location, temporary 111 structures (tents) (including size), temporary restrooms, stage and location of speakers, 112 or any cordoned off area(s) for special eventSpecial Events; 113 (7) Signature of the owner of the property on which the special eventSpecial Event is to be 114 held; 115 (8) Proof of written notice to all property owners within 350 feet of the location on which 116 a special event is to be held at least ten days prior to the special event. The notice must 117 contain the date, time, and location of the special event; and 118 ((89) Proof of possession of any license or permit which, under federal, state or local laws 119 or regulations, the applicant is required to have in order to conduct the parade or special 120 eventSpecial Event, or which, under any such law or regulation, would exempt the applicant 121 from the licensing requirements of this article. 122 (c) The application shall be executed by the individual applying for the permit or the duly 123 authorized agent or representative of the sponsoring organization. The permit requirements 124 set forth in this section apply in addition to all requirements in section 38-802. 125 126 (Code 1984, § 6.08(2); Ord. No. 57 3rd series, § 2, 4-27-2009) 127 Sec. 66-224. - Application review and issuance. 128 (a) The city administrator or designee shall forthwith refer all applications for paradeParades 129 and special eventSpecial Events to the police chief or designee and to other city departments as 130 deemed necessary. 131 (b) The police chief or designee shall review each application to determine whether and to what 132 extent additional police protection is reasonably necessary and to what extent the paradeParade or 133 special eventSpecial Event will interfere with the safe and orderly movement of vehicular and 134 pedestrian movement on public streets. 135 136 (c) The Police Chief city administrator or designee shall issue the permit as provided for herein, 137 unless grounds exist for denying the permit under section 66-225. 138 (d) The City Council shall review all special events requesting the use of city land. The City 139 administrator or their designee may refer any Special Event Permit to the City Council for their 140 review. 141 (e) The applicant shall provide notice of the date and time and contact information for the 142 Special Event to all property owners within 500 feet of the property hosting a Special Event. 143 The City Administrator may accept alternative methods of notification , unless an alternative 144 notification method has been approved by the City Administratorwhere appropriate given the 145 scope of the Event. 146 (f) Additional Regulations for those Special Events that employ Fireworks. 147 1. The Fire Chief shall review all applications involving Fireworks for compliance with 148 applicable state codes, and forward a recommendation to the City Council. 149 2. The City Council shall review all applications involving Fireworks. 150 3. Notice of the date, time, and contact information shall be provided to all property 151 owners within 1,000 feet of the launch site of the fireworks. 152 4. A policy or certificate of insurance on which the city, its agents and employees, are 153 additional insureds, providing public liability insurance providing umbrella or all perils 154 coverage in the amount of $1,500,000.00. 155 Sec. 66-225. - Denial of permit. 156 (a) The city administrator or designee may refuse to issue a parade or special eventSpecial Event 157 permit to the applicant for any of the following reasons: 158 (1) The conduct of the parade or special eventSpecial Event will substantially interrupt the 159 safe and orderly movement of other pedestrian or vehicular traffic contiguous to its route 160 or location. 161 (2) The conduct of the parade or special eventSpecial Event will require the diversion of an 162 amount of city resources necessary to maintain adequate city function, in the sole 163 discretion of the City Administrator or their designee. 164 (3) The paradeParade or Road Race or Tour is not scheduled to move from its point of 165 origin to its point of termination expeditiously and without unreasonable delays ien- 166 route. 167 (4) Adequate sanitation and other required health facilities are or will not be available. 168 (5) Sufficient parking near the site of the paradeParade or special eventSpecial Event has 169 not been provided to accommodate the number of vehicles reasonably expected, or the 170 applicant has not provided a plan that is sufficient to shuttle visitors to and from a special 171 eventSpecial Event. 172 (6) The application fails to comply with relevant provisions of section 38-802. 173 (7) An investigation revealed that theThe applicant falsified information on the application. 174 (8) Failure of the applicant to pay the required fee. 175 (910) Failure of the applicant or the owner of the property on which the special eventSpecial 176 Event is to be held to sign the application. 177 (10) The special event has failed to obtain state or county required permits, including but not 178 limited to Fire, Health, or Liquor permits. 179 (11) The completed application was not received 210 or more days before the event. 180 181 (b) The city administrator or designee shall act promptly upon a timely filed application for a 182 paradeParade or special eventSpecial Event permit, but in no event shall grant or deny a permit 183 less than 48 hours prior to the paradeParade or special eventSpecial Event and shall include 184 reasons for denial. 185 (Code 1984, § 6.08(4); Ord. No. 57 3rd series, § 2, 4-27-2009; Ord. No. 178 3rd series, § 5, 10-186 10-2016) 187 Sec. 66-226. - Payment of expenses. 188 The applicant for a parade, a special eventSpecial Event, or a private event permit shall pay 189 an application fee as determined from time to time by the City Councilservice charge for the 190 governmental services provided to enforce this article; and the city may, as a condition of 191 approval of the permit, require that the applicant deposit money with the city in a sum equal to 192 the estimated service charge to be incurred by the city. Service charges include all city staff and 193 resource time or city consultant time necessary. The city may certify to the county auditor any 194 unpaid service charges which shall be collected together with property taxes levied against the 195 property. 196 (Code 1984, § 6.08(8); Ord. No. 48 3rd series, § 4, 8-25-2008) 197 Sec. 66-227. - Fees. 198 All permits provided for in this division shall be issued only upon payment in full of permit 199 fees and other costs fixed and determined by resolution. 200 (Code 1984, § 6.08(9)) 201 Sec. 66-228. - Prohibitions. 202 The following prohibitions shall apply to all parades and special eventSpecial Events: 203 (1) It shall be unlawful for any person to stage, present, or conduct any parade or special 204 eventSpecial Event without first having obtained a permit as herein provided. 205 (2) It shall be unlawful for any person in charge of, or responsible for the conduct of, a duly 206 licensed paradeParade or special eventSpecial Event to knowingly fail to comply with 207 any condition of the permit. 208 (3) It shall be unlawful for any person to engage in any paradeParade or special eventSpecial 209 Event that would constitute a substantial hazard to the public safety or that would 210 materially interfere with or endanger the public peace or rights of residents to the quiet 211 and peaceful enjoyment of their property. 212 (4) The following Special Event types and locations shall be prohibited: 213 a. Closeda. Closed Road Races 214 b. Eventsb. Events using Trunk Highways 215 c. Eventsc. Events on Big Island. 216 (Ord. No. 57 3rd series, § 3, 4-27-2009) 217 Sec. 66-229. - Revocation of permit. 218 The city administrator or designee shall have the authority to revoke a paradeParade or 219 special eventSpecial Event permit instantly upon violation of the conditions or standards for 220 issuance as set forth in this article or when a public emergency arises where the police resources 221 required for that emergency are so great that deployment of police services for the paradeParade 222 or special eventSpecial Event would have an immediate and adverse effect upon the welfare and 223 safety of persons or property. 224 Sec. 66-230. – Penalties 225 (a) On a finding thatIf an applicant, permit holder , or any person licensee has failsed to 226 comply with any provision of an applicable statute, rule or ordinance relating to alcoholic 227 beverages,Article VI Special Events, the city may impose an administrative penalty as set 228 forth in the chart in clause (c) of this Section. revoke the license, suspend the license, impose 229 a civil penalty of up to $2,000.00 for each violation , or impose any combination of these 230 sanctions. Conviction of a violation in a court of law is not required in order for the council to 231 impose the civil penaltyimposition of an administrative penalty. Appeals of an administrative 232 penalty issued pursuant to this section shall be heard in accordance with the procedure set 233 forth in Article VII Administrative Offenses and Penalties . 234 235 Except in cases of lapse of proof of financial responsibility, no suspension or revocation shall 236 take effect until the licensee has been afforded an opportunity for a hearing pursuant to the 237 Administrative Procedures Act, Minn. Stat. §§ 14.57 to 14.70, as it may be amended from 238 time to time. The council may act as the hearing body under that act, or it may contract with 239 the office of hearing examiners for a hearing officer. Non -payment of the penalty is grounds 240 for suspension or revocation of the license. 241 (b) Multiple violations are computed b y checking the time period of the three (3) years 242 immediately prior to the date of the most current violation. 243 244 (c) The presumptiveed penalties for violations are as follows: 245 246 1st Violation $250.00 2nd Violation $500.00 3rd Violation $1,000.00 247 1 st violation $250.00 plus costs 2 nd violation $500.00 plus costs 3 rd violation $1,000.00 plus costs 248 SECTION 2. Article VIII of the Orono City Code is amended by adding and striking text as 249 follows: 250 ARTICLE VIII. - ADMINISTRATIVE OFFENSES AND PENALTIES 251 DIVISION 1. - IN GENERAL 252 Sec. 66-250. - Administrative offenses. 253 The Orono City Council has determined to enforce certain offenses within the City of 254 Orono as administrative offenses. Those offenses to be enforced as administrative offenses shall 255 be determined by resolution of the city council as recommended by the chief of police. These 256 administrative penalty procedures in this section are intended to provide the public and the city 257 with an informal, cost effective, and expeditious alternative to traditional criminal charges for 258 violations of certain provisions of this code. The procedures are intended to be voluntary on the 259 part of those who have been charged with those offenses. 260 (Ord. No. 121 3rd series, § 1, 12-9-2013) 261 Sec. 66-251. - Violation/penalty. 262 Any person violating one of the administrative offenses within the City of Orono shall be 263 subject to the scheduled administrative penalty. The city council shall determine the 264 administrative penalties and both the administrative offenses and the penalty amount may be 265 amended, from time to time, by resolution of the city council. 266 (Ord. No. 121 3rd series, § 1, 12-9-2013) 267 Sec. 66-252. - Enforcement. 268 Any member of the police department or any other person employed by the city with 269 authority to enforce the city Code may issue administrative violations under this article. 270 Notice shall be given to the violator setting forth the nature of the offenses, the date, time of 271 the violation, the name of the official issuing the citation and the amount of the scheduled 272 penalty. 273 (Ord. No. 121 3rd series, § 1, 12-9-2013) 274 Sec. 66-253. - Payment. 275 Once notice of an administrative violation is given, the person responsible for the violation shall, 276 within 14 calendar days of issuance of the notice, pay the stated violation penalty to the City. At 277 any time before the payment of the administrative penalty is due, the person who has been given 278 notice of an alleged violation may request to appear before the city council to contest the request 279 for payment of the penalty. After a hearing before the council, the council may determine to 280 withdraw the request for payment or to renew the request for payment. Because the payment of 281 the administrative penalty is voluntary, there shall be no appeal from the decision of the council. 282 (Ord. No. 121 3rd series, § 1, 12-9-2013) 283 Sec. 66-254. - Failure to pay. 284 If a violator fails to pay the penalty imposed by this administrative citation, or if the violator 285 wishes to contest the citation,or the situation that created the violation remains uncorrected, then 286 the matter shall be processed as an article violation or criminal offense through the Hennepin 287 County District Court System the City may issue a petty misdemeanor or misdemeanor citation 288 for the violation of the ordinance. A person convicted of a violation of this Ordinance shall be 289 guilty of a misdemeanor and punished by a fine of not more than $1,000.00, imprisonment for a 290 term not exceeding 90 days, or any combination thereof; provided, however, that if the violation 291 is declared to be a petty misdemeanor, the penalty shall be a fine not to exceed $300.00. 292 Additionally, a person convicted of a violation of this article shall pay the costs of prosecution. 293 The city, in its discretion, may bring criminal charges in the first instance, rather than requesting 294 the payment of an administrative penalty, even if a penalty for the particular violation has been 295 established by Council resolution. If the administrative penalty is paid, or if any requested 296 correction of the situation resulting in the violation is completed, no criminal charges shall be 297 initiated by the city for the alleged violation. 298 (Ord. No. 57 3rd series, § 3, 4-27-2009) 299 SECTION 3. This ordinance shall be effective immediately upon its passage and publication. 300 301 ADOPTED this day of , 2020, by the City Council of the City of 302 Orono. 303 304 CITY OF ORONO 305 306 BY: 307 Dennis Walsh, Mayor 308 309 ATTEST: 310 311 312 Anna Carlson, City Clerk 313 314 Minnesota State Fire code: FIREWORKS. Any composition or device for the purpose of producing a visible or an audible effect for entertainment purposes by combustion, deflagration or detonation that meets the definition of 1.4G fireworks or 1.3G fireworks as set forth herein. Fireworks, 1.4G. Small fireworks devices containing restricted amounts of pyrotechnic composition designed primarily to produce visible or audible effects by combustion. Such 1.4G fireworks which comply with the construction, chemical composition and labeling regulations of the DOTn for Fireworks, UN 0336, and the U.S. Consumer Product Safety Commission as set forth in CPSC 16 CFR Parts 1500 and 1507, are not explosive materials for the purpose of this code. Fireworks, 1.3G. Large fireworks devices, which are explosive materials, intended for use in fireworks displays and designed to produce audible or visible effects by combustion, deflagration or detonation. Such 1.3G fireworks include, but are not limited to, firecrackers containing more than 130 milligrams (2 grains) of explosive composition, aerial shells containing more than 40 grams of pyrotechnic composition and other display pieces which exceed the limits for classification as 1.4G fireworks. Such 1.3G fireworks are also described as Fireworks, UN 0335 by the DOTn. Minnesota State Statute 624.20 FIREWORKS. § Subdivision 1.Regulation. (a) As used in sections 624.20 to 624.25, the term "fireworks" means any substance or combination of substances or article prepared for the purpose of producing a visible or an audible effect by combustion, explosion, deflagration, or detonation, and includes blank cartridges, toy cannons, and toy canes in which explosives are used, the type of balloons which require fire underneath to propel them, firecrackers, torpedoes, skyrockets, Roman candles, daygo bombs, sparklers other than those specified in paragraph (c), or other fireworks of like construction, and any fireworks containing any explosive or inflammable compound, or any tablets or other device containing any explosive substance and commonly used as fireworks. (b) The term "fireworks" shall not include toy pistols, toy guns, in which paper caps containing 25/100 grains or less of explosive compound are used and toy pistol caps which contain less than 20/100 grains of explosive mixture. (c) The term also does not include wire or wood sparklers of not more than 100 grams of mixture per item, other sparkling items which are nonexplosive and nonaerial and contain 75 grams or less of chemical mixture per tube or a total of 500 grams or less for multiple tubes, snakes and glow worms, smoke devices, or trick noisemakers which include paper streamers, party poppers, string poppers, snappers, and drop pops, each consisting of not more than twenty-five hundredths grains of explosive mixture. The use of items listed in this paragraph is not permitted on public property. This paragraph does not authorize the purchase of items listed in it by persons younger than 18 years of age. The age of a purchaser of items listed in this paragraph must be verified by photographic identification. (d) A local unit of government may impose an annual license fee for the retail sale of items authorized under paragraph (c). The annual license fee of each retail seller that is in the business of selling only the items authorized under paragraph (c) may not exceed $350, and the annual license of each other retail seller may not exceed $100. A local unit of government may not: (1) impose any fee or charge, other than the fee authorized by this paragraph, on the retail sale of items authorized under paragraph (c); (2) prohibit or restrict the display of items for permanent or temporary retail sale authorized under paragraph (c) that comply with National Fire Protection Association Standard 1124 (2003 edition); or (3) impose on a retail seller any financial guarantee requirements, including bonding or insurance provisions, containing restrictions or conditions not imposed on the same basis on all other business licensees. Subd. 2.Explosive fireworks. As used in sections 624.20 to 624.25, the term "explosive fireworks" means any fireworks that contain pyrotechnic or flash powder, gunpowder, black powder, or any other explosive compound constructed to produce detonation or deflagration. From:Bob Erickson To:Jeremy Barnhart Cc:Dustin Rief Subject:RE: Special Event Ordinance - Fireworks definition Date:Thursday, April 2, 2020 1:38:00 PM Jeremy, Thank you for this update. Of the two options, my preference would be for the state statute 624.20 version. I particularly like the opening, "(a) As used in sections 624.20 to 624.25," which obviously includes 624.22, which details the requirement for a certified operator for the large displays. Given the last Council discussion on this topic, I would conclude that the clearly specific inclusion of skyrockets and Roman candles in the 624.20 version is also a good thing. Thank you for your efforts in putting this together. Bob -----Original Message----- From: Jeremy Barnhart <jbarnhart@ci.orono.mn.us> Sent: Thursday, April 2, 2020 9:22 AM To: Bob Erickson <boberickson@mediacombb.net> Cc: Dustin Rief <drief@ci.orono.mn.us> Subject: Special Event Ordinance - Fireworks definition Bob, On April 13th, Ill be presenting the Council with two options of the special event ordinance. One option will use the definition of fireworks found in the state statute 624.20, and the other will use the definition found in the state fire code. Both definitions are attached. The state statute includes several exceptions which seem to include the sparklers and similar you are concerned about. Jeremy Barnhart, AICP Community Development Director City of Orono 952-249-4626 AGENDA ITEM Prepared By: J. Barnhart Reviewed By: DJR Approved By: DJR 1. Purpose. To provide non-binding feedback on a proposed subdivision at 1700 Shoreline Drive. 2. Background This property was the subject of a subdivision in 2016 (16-3867), creating three lots at the northern end of Heritage Lane (Tanager Estates). This proposal subdivides the remaining acreage into 7 lots and an extension of a new street. All lots meet the size and width requirements of the LR-1A zoning district: LR-1A Required Area (acres) Provided Area (acres) Required Width (feet) Conforming Buildable Gross Buildable Gross @FSB @OHWL/75 Lot 1 (Lake) 0.5 2.0 1.31 3.64 200 215/ 213 Yes Lot 2 (Lake) 0.5 2.0 1 3.28 200 214/210 Yes Lot 3 (Lake) 0.5 2.0 1.38 3.42 200 230/225 Yes Lot 4 0.5 2.0 2 2 200 219 Yes Lot 5 0.5 2.0 2 2 200 238 Yes Lot 6 0.5 2.0 1.44 2 200 307 Yes Lot 7 (Lake) 0.5 2.0 0.77 2.18 200 203/261 Yes This conforming analysis is predicated on the lots being served by sanitary sewer. Sanitary sewer service reduces the amount of dry buildable for each lot to 0.5 acres, from the 2 acres required if served by on-site septic. 3. Planning Commission Vote and Comment. On March 16th, the Planning Commission reviewed the project. Their minutes are attached at Exhibit C. The members of the Commission questioned the dock plan and sanitary sewer proposal. The Commissioners did not support the County’s comment that access be provided via Heritage Lane. In general, the commission supported the proposal. 4. Public Comment. To date, no written comments for or against the proposal have been received. 5. Staff Recommendation. Staff recommends the Council provide feedback. COUNCIL ACTION REQUESTED City Council should provide feedback. Exhibits A. Plans B. PC Staff report C. PC Minutes draft Item No.: 19 Date: April 13, 2020 Item Description: LA20-000014 – Timothy Whitten, Whitten Associates o/b/o I Jacobs/A Jacobs Revocable Trust, 1700 Shoreline Drive – Sketch Plan Presenter: Jeremy Barnhart, AICP Community Development Director Agenda Section: Planning Department Report AGENDA ITEM Prepared By: J. Barnhart Reviewed By: DJR Approved By: DJR D. Review letters References Planning Commission packet dated March 16, 2020. To: Chair Ressler and Planning Commission Members Dustin Rief, City Administrator From: Jeremy Barnhart, AICP Community Development Director Date: March 16, 2020 Subject: #LA20-14, Timothy Whitten, Whitten Associates o/b/o I Jacobs/A Jacobs Revocable Trust, 1700 Shoreline Drive, Sketch Plan Background The subject property was subdivided in 2016, when approximately 9 acres was subdivided off into three lots with Tanager Lake Frontage. This application subdivides the remaining 20 acres into 7 buildable lots. Analysis. The applicant proposes a 7 lot single family residential subdivision on the 20.14 acre parcel. The property currently includes one principal structure and several accessory buildings, including a guest house, a well house, and a guard house. The parcel has frontage on both Tanager Lake (to the north) and Smith Bay (to the south, across Shoreline Drive). The Site includes a large wetland on the south third of the lot, and a smaller wetland on the north side of the lot. The northern third of the lot, in addition to the wetland, includes steep slopes and well established vegetation. The middle third of the lot is dominated by grass lawn with sporadic trees. The property is in the Municipal Urban Service Area (MUSA) and eligible to be connected to sanitary sewer. The existing home is connected to sanitary sewer, through Heritage Lane. The developer proposes serving all lots with municipal sanitary sewer, which is important because this connection impacts the required buildable area. The sanitary sewer system has not been developed at this stage. The project includes the extension of a private road that terminates in a cul de sac. The cul de sac bulb and the right of way appear to conform to city standards, though the length of the cul de sac exceeds the code limit of 1,000 feet. Access to the site is proposed via Shoreline Drive, in the location of the existing driveway. The presence of the large wetland limits alternative locations for a road. Application Summary: The applicant is requesting sketch plan feedback for a proposed 7 lot single family residential subdivision on the 20.14 acre property. Staff Recommendation: While no formal action is required, this memo will serve as a foundation for the Planning Commission’s discussion with the applicants to bring to light potential issues to be addressed prior to submission of a formal Preliminary Plat application. FILE # LA20-14 March 16, 2020 Page 2 of 3 Lot area and width. The lots appear to meet the minimum standards for lot area and width: LR-1A Required Area (acres) Provided Area (acres) Required Width (feet) Conforming Buildable Gross Buildable Gross @FSB @OHWL/75 Lot 1 (Lake) 0.5 2.0 1.31 3.64 200 215/ 213 Yes Lot 2 (Lake) 0.5 2.0 1 3.28 200 214/210 Yes Lot 3 (Lake) 0.5 2.0 1.38 3.42 200 230/225 Yes Lot 4 0.5 2.0 2 2 200 219 Yes Lot 5 0.5 2.0 2 2 200 238 Yes Lot 6 0.5 2.0 1.44 2 200 307 Yes Lot 7 (Lake) 0.5 2.0 0.77 2.18 200 203/261 Yes The developer has not provided anticipated house design, though house pads have been anticipated. It is expected that each home would be individually designed to accommodate its particular lot. Conservation design. This project will trigger the conservation design process, where further study of the forested area in the northern third is expected. Average Lake shore setback. The subject property has frontage on two lakes, with extreme setbacks on adjacent lots. The average setback for the new lake lots will be established as part of the preliminary plat. Engineer Comments The city engineer and the County transportation planners have provided comments, attached as Exhibits E and F. The engineer’s comments are general in nature at this stage, but note that stormwater management will be required. These features may impact lot or road design. The County prefers that access come via Heritage Lane. This seems problematic, due to the development pattern on Heritage and the steep slopes between Heritage Lane and the subject property. The County does suggest turn lanes or similar on Shoreline, and the coordination with the development of adjacent lots. Public Comments The applicant hosted a public informational meeting the evening of March 12th. As of this writing, no public comments have been received. Issues for Consideration 1. Are there any issues or concerns with this application? Planning Staff Recommendation Planning Staff requests feedback. List of Exhibits Exhibit A. Application FILE # LA20-14 March 16, 2020 Page 3 of 3 Exhibit B. Plans (Plan/ Building pad locations) Exhibit C. Aerial Exhibit D. Staff Comments Exhibit E. Engineer Comments Exhibit F. County Comments Exhibit G. Average Lake shore setback exhibit MINUTES OF THE ORONO PLANNING COMMISSION Monday, March 16, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ Page 1 of 3 6. LA20-000014 WHITTEN ASSOCIATES, INC., 1700 SHORELINE DRIVE, SKETCH PLAN - 7:44 P.M. - 8:08 P.M. Tim Whitten, the Applicant, was present. Barnhart presented a summary of packet information. Ressler thanked Staff for the comments about how the Commission is not addressing the traffic issue but that it will be addressed eventually. The roads and the outline of the buildable envelope also helps. He asked if the cul-de-sac was good enough for the standards Staff believed are needed. Barnhart said the only aspect that is not met is the maximum length of a cul-de-sac, which is 1,000 feet. The cul-de-sac is a little longer than that. However, the City has quite a few of them, partly due to the nature of Orono’s subdivision patterns. He said the critical part is that there are adequate turnaround opportunities at the end. Ressler asked if the alternative to a longer cul-de-sac would be long, private shared driveways. Gettman asked if the applicant looked at removing Lot 5 and pulling back the actual cul-de-sac to that point to fall within the 1,000 feet. Barnhart stated he did not advise them on the length issue. He said if it is a hard and fast rule, the applicant could make some choices on how to develop it. They could lose a lot, have long driveways, it could be any number of patterns, but at this point Staff did not see it as a critical issue. Ressler said he thought it should be the way it is. The other alternatives, such as a really long shared driveway, does not seem like that would make it fit better. Gettman asked if there were 3 houses on the property right now. Barnhart said there is 1 principal structure and a number of accessory buildings. Ressler asked if they were located on Lot 6. Gettman noted that it looked like it was Lots 4, 6, and 7. Doepke asked if the existing house would be torn down and replaced. Barnhart stated that he would defer that question to the applicant. Libby noted that from his knowledge regarding the MUSA line for the sewer system, it was evident when it was installed and upgraded at the first phase of Tanager Estates that it was large enough and had enough capacity to serve 3 large-scale residences. A remediation was also done on the subsurface treatment system for the original estate and the estate was connected to that system. He asked Staff if he was correct in his understanding. Barnhart indicated he was correct. MINUTES OF THE ORONO PLANNING COMMISSION Monday, March 16, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ Page 2 of 3 Libby said he talked to the City Engineer at the time because the installation of the new pump and system caused him to have a steel plate put over his driveway, so he got an up-close and personal look at it. He asked if that system had the capacity for 7 additional properties. Barnhart said that it could but they do not know yet. That level of analysis is not done at the time of a sketch plan. He is optimistic and pretty confident that the site will be served, although he does not know exactly how. Those answers will be given by the time it gets to the preliminary plat. Libby said Lot 3 already has a sewer system serving the primary estate now. He noted it might be a question for the City Engineer. Barnhart indicated the applicant had a meeting with the neighborhood in the past week to inform them about what is going on. If the project moves forward, the neighbors will also get a notice from the City. Mr. Tim Whitten, Whitten Associates, said he appreciates the opportunity to be in front of the Planning Commission to discuss any concerns in general about the project before they go to the next level. Their intent was to present something to the City that fits the ordinances of the City. He noted they have had a neighborhood meeting and they had a couple of comments from people that could not make the meeting. All the comments they heard were pretty positive. Libby asked, from both a development standpoint and Hennepin County recommendation standpoint, if Whitten favored any of the proposals that Hennepin County brought forward in the narrative they provided the City Engineer. Mr. Whitten stated the only entrance is the one off of 15. Looking at the topography, using Heritage Lane, how long that cul-de-sac already is and how many homes it serves, it does not make a lot of sense. If you look hard at the turn-lane element, they have a lot to look at from an engineering perspective such as traffic and trees. He thinks they have identified most setbacks as far as wetlands and steep slopes, etc. He noted there are a lot of engineering questions that need to be answered as they move forward. Ressler indicated they are trying to give this a 30,000-foot view before they spend more money. His feedback is that it looks right. He appreciates the applicant’s desire to be compliant. He hears loud and clear that being connected to the City sewer is a major component. It has not been determined how, but the support would change in the event it was not. Libby noted that, in addition to the estate-style housing sites, there is intrinsic lakeshore and it is marketed as being a little over 700 linear feet, which is what the current property ownership has on Smith Bay. He said there are intentions for only 3 residents to have docks, and asked for clarification on how many docks per resident there would be in a proposal or a plan. Ressler asked Mr. Whitten if they are at that point yet, to which Mr. Whitten indicated they are not. Libby clarified that his question was not for the applicant but, rather, the marketer of the development, because there has been large and prominent signage for a long time that people are able to see. Barnhart pointed out that there are 4 lake lots; 3 lots on Smith Bay to the south, and 1 lot on Tanager. MINUTES OF THE ORONO PLANNING COMMISSION Monday, March 16, 2020 6:00 o’clock p.m. _____________________________________________________________________________________ Page 3 of 3 Libby said it is not within the Commission’s purview to be talking about that or making decisions but is more of a perspective of the development and how it will come together because these are lakeshore lots, which makes them distinctively different from other lots that do not have access to the lake. Barnhart said he expects all 4 lake lots to have docks, although he does not know that. He would anticipate all the docks would meet LMCD requirements. Other than that, plans have not been developed. Libby noted that if it is a new dock, the City would require a license. Barnhart stated Libby might be referring to joint-use docks, which the City requires a permit for. The applicant has not suggested that is the case for this project nor made mention of it at this point. Ressler noted the feedback he is hearing is that this is going in the right direction. He does not see anything offensive with the proposed layout, it looks thoughtfully placed, and it would be in character with the neighborhood. Erickson referenced the letter from the Hennepin County Transportation Planner, stating they talk about Heritage Lane, and added that if it is not considered reasonable, they would accept the retention of the existing driveway as proposed. He said he would not consider it reasonable to shift all the traffic to Heritage Lane and it would be more reasonable to use the existing driveway on County Road 15. If that is the route taken, they recommend turn lanes on 15, which he would endorse due to the high traffic and high speed. Two full turn lanes for in and out would maximize the safety aspect. Libby said when the first phase of Tanager Estates was developed, there was substantial precedence set by a lot of evidentiary and the Orono Bluff Preservation Ordinance and that the bluff is very recognizable, it is delineated, and any construction or work would have to be within the guise and auspices of Orono’s Bluff Conservation Ordinance. Barnhart noted this item would be before the City Council on April 13. 7. UPDATE ON MARCH 9, 2020 COUNCIL MEETING Barnhart stated many items the Commission reviewed in February went to the March 9 City Council meeting and provided an update on their decisions. ADJOURNMENT Gettman moved, Doepke seconded, to adjourn the Orono Planning Commission meeting at 8:11 p.m. VOTE: Ayes 6, Nays 0. ATTEST: _________________________________________ Jon Ressler, Chair February 26, 2020 Timothy Whitten Whitten Associates, Inc. VIA EMAIL 4159 Heatherton Place tim@whittenassociates.com Minnetonka, MN 55345 Re: 1700 Shoreline File # LA20-14 The city has received your submittal of a sketch plan for a proposed development of 1700 Shoreline Drive. This project is scheduled for review at the March 16 Planning Commission meeting. Your plan shows 7 lots and a new road terminating in a cul de sac. Though not stated, it is assumed that the road will be a private road. Based on my initial review, I have the following comments to offer. If you choose to incorporate any changes to your proposal, or add documents for consideration by the Planning Commission, I need those no later than close of business March 9, 2020. 1. This subdivision is predicated on the provision of sanitary sewer to all of the lots. Further study is necessary to verify the feasibility of this extension. This property is in the MUSA, and is therefore eligible for connection to the service. 2. The private road will need to be placed in an outlot. The outlot needs to be 50 feet wide, culminating in a cul de sac with a 50 foot radius. (Previously, I misstated the radii minimum as 45 feet.) The paved surface is to be 24 feet wide and the cul de sac pavement is 90’ diameter. 3. It is advised to contact the watershed district as their stormwater management rules will be triggered by the proposed development, and the placement of stormwater facilities may impact lot lines and building placement. 4. I have forwarded the sketch to Hennepin County regarding the access question, and will share any comments once received. 5. Lot width for the lake lots is measured both at the Ordinary High Water Line (OHWL) and at the building setback line (75 feet back). It appears that all lake lots meet the width requirement. The width of non- lake lots is measured at the building setback line (50 feet back). It appears the non-lakeshore lots meet this requirement. 6. Tree removal should be kept to a minimum. A conservation design plan (Section 78-1635 of the City Code) will be required for a plat of this property. It is recommended, but not required, to prepare that plan prior to the sketch plan so that it can influence building site and road routing. 7. It is often helpful to provide an example of the targeted house type/ size. 8. The city engineer has provided some preliminary comments, also attached. 9. As a subdivision with 6 new lots, the developer should anticipate the following fees: a. Stormwater Trunk ($8,060 per new lot) = $48,360.00 b. Sanitary Sewer ($5,380 per new lot) = $32,280.00* c. Park Dedication ($5,550 per new lot) = $33,300.00 $113,940.00** *each new residence will be subject to Met Councils SAC charge, due at the time of building permit ** These fees are estimates based on the 2020 fee schedule and the 6 new lots proposed and are subject to change. 10. The following comments are based on an annotated copy of the plan, numbering the lots. a. The rear yard for lots 4 and 5 are 50 feet, not 30 feet as shown b. The watershed district will establish the buffer requirements for the wetlands. The City does not require an additional setback (Lot 7) c. Lots 1, 2, 3, and 7 are lake lots, and therefore subject to the average lake shore setback. Future plans should show the existing principal structures on the adjoining lots. (1100 Millston, 1125 Millston, 1760 Shoreline). d. Lots 6 and 7 likely include some protected bluff areas. These should be shown on future plans. At this point additional information is not required for submittal, though a revised plan sketch numbering the lots will be advantageous for the Commissions’ understanding of the project. Also, the lines differentiating the lot lines and the buildable/ non-buildable areas appears the same, making the plan a bit confusing. You may wish to change these. Please feel free to contact me at 952.249.4626 or by email at jbarnhart@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO Jeremy Barnhart, AICP Community Development Director Attachments Cc: Heather Maanum (heather@whittenassociates.com) From:Adam Edwards To:Jeremy Barnhart Subject:LA20-000014 Irwin Jacobs Development 2 Sketch plan review Date:Tuesday, February 25, 2020 1:17:54 PM Jeremy, Sketch plan review comments: Roadway 1. The street and cul-de sac will need to meet city standards. At 7 units the ROW will be 50 ft and the pavement 28 ft. The cul-de-sac will need to have a 50 ft radius for ROW and a 40 ft radius for pavement. 2. The connection of the proposed street to Shoreline Drive will require a Hennepin county permit. Site grading and Stormwater 1. Plans must include a Storm Water Pollution Prevention Plan (SWPPP) that meets NPDES requirements. The plan should include a rock construction entrance, perimeter silt fence, inlet protection, and ditch checks in swales. 2. A Stormwater Management Analysis complete with calculations detailing volume control and water quality compliance must be submitted for review and approval. 3. Facilities necessary to meet regulatory requirements should be installed and the site mass graded at the same time as street construction to ensure all drainage ways and watersheds are constructed per the Stormwater Management Plan. 4. Permits with the MCWD will be necessary and the applicant should begin coordination with them early in the process. 5. Drainage and Utility Easements should be indicated on the plans as necessary to cover all stormwater management facilities. 6. Flowage and Conservation Easements should be indicated on the plans as necessary to cover all wetlands. 7. The applicant will be required to submit a Maintenance Agreement for all stormwater management structures and facilities. The agreement should define maintenance responsibilities following completion of project, specify types and frequencies of inspection and maintenance activities, and designate who will conduct inspection and maintenance activities. Utilities 1. Municipal water is not available. Private wells will be required 2. The existing house is served by low pressure sanitary sewer service which connects into the Heritage lane system. This service line connection could be reused by one of the proposed lots. 3. A new sewer system will need to be designed and installed to meet the needs of the other six properties. Adam Adam T. Edwards, P.E. Director of Public Works/ City Engineer City of Orono (952) 249-4661 aedwards@ci.orono.mn.us From:Jason D Gottfried To:Jeremy Barnhart Subject:RE: [External] 1700 Shoreline sketch plan Date:Wednesday, March 4, 2020 9:43:05 AM Hello Jeremy, As we discussed, I brought this item to our plat review committee Tuesday (March 3rd) and we offer the following prelim comments for your consideration: Our first preference would be to extend an access easement with the neighboring parcel to the north and to extend a driveway to Heritage Ln. If that is not considered reasonable, we accept the retention of the existing driveway along CSAH 15 (Shoreline Dr) as proposed with the following caveats - Due to the additional trips of slow, turning traffic along this high volume, higher speed two-lane road, we prefer the applicant provide full turn lanes at the driveway to optimize the resident’s safety and comfort. It would be prudent for the city to pursue access easements/ghost platting with the neighboring parcels should they redevelop in the future. We want to consolidate driveways along Shoreline Dr whenever an opportunity presents itself. Please verify adequate sight distance at the driveway apron. Tree trimming may be necessary. Additionally, we want to confirm underlying ownership of the right-of-way abutting the Lake? This preferably could be rededicated to us to protect the integrity of the roadway over time should erosion and other natural factors begin to impede. We could of course dedicate easements should the residents want to build/ have access to dock’s etc.. Thank you for your consideration, we can further discuss as city staff feel fit Jason Jason Gottfried Transportation Planner Transportation Planning Office: 612-596-0394 jason.gottfried@hennepin.usHennepin County Public Works1600 Prairie DriveMedina, MN 55340 From: Jeremy Barnhart <jbarnhart@ci.orono.mn.us> Sent: Tuesday, February 25, 2020 10:55 AM To: Jason D Gottfried <Jason.Gottfried@hennepin.us> Subject: [External] 1700 Shoreline sketch plan Jason, The city received the attached sketch plan for the property at 1700 Shoreline Drive. They propose a new private road to connect to Shoreline Drive. Please let me know if you have any comments. This project will be reviewed by the Planning Commission on March 16th. I’d appreciate any comments by March 9th, if possible. Jeremy Barnhart, AICP Community Development Director City of Orono 952-249-4626 ***CAUTION: This email was sent from outside of Hennepin County. 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