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Home My WebLink About07-26-2021 Council Packet EXPANDED AGENDA CITY COUNCIL AGENDA Monday, July 26, 2021 *********** 6:30 p.m. (Scheduled to be broadcast on Channel 16) City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz City Administrator: Sarah Cotton COUNCIL WORK SESSION, 6:00 P.M. Community Room (not televised) 1. Public Works Facility 2. Review Regular Agenda CITY COUNCIL MEETING, 6:30 P.M.  Call to Order and Roll Call - Councilmembers Stoesz, Lyden, Cavegn, Ruhland and Mayor Rafferty were present  Pledge of Allegiance  Open Mike / Public Comment (in person or received in writing prior to meeting) There were no comments.  Setting the Agenda: Addition or Deletion of Agenda Items The agenda was approved as presented. SPECIAL PRESENTATIONS Lino Lakes Ambassadors - Update on Activities and Introduction of Candidates Citizen Life Saving Award Presentation Allina Medical Life Saving Presentation 1. CONSENT AGENDA A) July 26, 2021 (Check No. 114682 through 114780) in the Amount of $646,575.65. B) Consider Approval of July 6, 2021 Work Session Minutes C) Consider Approval of July 12, 2021 Work Session Minutes D) Consider Approval of July 12, 2021 Council Meeting Minutes E) Consider Approval of Resolution 21-79 American Legion Special Event 50th Wedding Anniversary F) Consider Approval of Resolution 21-80 American Legion Special Event Centennial Dance Event Council Agenda -2- July 26, 2021 G) Consider Approval of Resolution 21-81 Living Waters Lutheran Church Summer Outdoor Concert Series H) Consider Approval of Resolution 21-78 American Legion Special Event Lino Lakes Family Fun Days Action Taken: Motion by Ruhland, seconded by Lyden, to approve Consent Agenda Items 1A through 1H as presented, was adopted 2. FINANCE DEPARTMENT REPORT A) Public Hearing – Providing Host Approval to the Issuance of Revenue Obligations by the City of Bethel for the Benefit of Lyngblomsten of Lino Lakes, LLC, Hannah Lynch i. Consider Resolution No. 21-77, Providing Host Approval to the Issuance of Revenue Obligations Action Taken: Motion by Lyden, seconded by Cavegn, to approve Resolution No. 21-77 as presented, was adopted 3. ADMINISTRATION DEPARTMENT REPORT A) Consider Appointment of Police Officer, Meg Sawyer Action Taken: Motion by Ruhland, seconded by Lyden, to approve the appointment of Samantha Bergeron as recommended, was adopted B) Consider Approval of Resolution 21-83, Blue Heron Parade, Celebration of Freedom, Sarah Cotton Action Taken: Motion by Stoesz, seconded by Ruhland, to approve Resolution No. 21-83 as amended to reflect funding authorization, was adopted 4. PUBLIC SAFETY DEPARTMENT REPORT No report 5. PUBLIC SERVICES DEPARTMENT REPORT No report 6. COMMUNITY DEVELOPMENT REPORT A) Lyngblomsten at Lino Lakes Addition, Katie Larsen ii. Consider Resolution No. 20-94 Approving PUD Final Plan/Final Plat iii. Consider Resolution No. 20-95 Approving Development Agreement and PUD Agreement iv. Consider Resolution No. 21-82 Approving Stormwater Re-Use Agreement Action Taken: Motion by Lyden, seconded by Ruhland, to approve Resolution No. 20-94 as presented, was adopted; Motion by Cavegn, seconded by Stoesz, to approve Resolution No. 20-95 as presented, was adopted; Council Agenda -3- July 26, 2021 Motion by Cavegn, seconded by Ruhland, to approve Resolution No. 21-82 as presented, was adopted 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None Adjournment Motion by Lyden, seconded by Ruhland, to adjourn at 7:33 p.m. was adopted Following adjournment of the regular council meeting, the City Council will reconvene for a special work session to discuss the 2022 Budget. Community Calendar – A Look Ahead July 26, 2021 through August 9, 2021 Wednesday, July 28 6:30 pm, Council Chambers Environmental Board Monday, August 2 6:00 pm, Community Room Council Work Session Wednesday, August 4 6:30 pm, Council Chambers Park Board Thursday, August 5 8:00 am, Community Room EDAC Monday, August 9 6:00 pm, Community Room Council Work Session Monday, August 9 6:30 pm, Council Chambers City Council Meeting Updated 7/23/2021 CITY COUNCIL AGENDA Monday, July 26, 2021 *********** 6:30 p.m. (Scheduled to be broadcast on Channel 16) City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz City Administrator: Sarah Cotton COUNCIL WORK SESSION, 6:00 P.M. Community Room (not televised) 1. Public Works Facility 2. Review Regular Agenda CITY COUNCIL MEETING, 6:30 P.M.  Call to Order and Roll Call  Pledge of Allegiance  Open Mike / Public Comment (in person or received in writing prior to meeting)  Setting the Agenda: Addition or deletion of agenda items SPECIAL PRESENTATIONS Lino Lakes Ambassadors - Update on Activities and Introduction of Candidates Citizen Life Saving Award Presentation Allina Medical Life Saving Presentation 1. CONSENT AGENDA A) July 26, 2021 (Check No. 114682 through 114780) in the Amount of $646,575.65. B) Consider Approval of July 6, 2021 Work Session Minutes C) Consider Approval of July 12, 2021 Work Session Minutes D) Consider Approval of July 12, 2021 Council Meeting Minutes E) Consider Approval of Resolution 21-79 American Legion Special Event 50th Wedding Anniversary F) Consider Approval of Resolution 21-80 American Legion Special Event Centennial Dance Event G) Consider Approval of Resolution 21-81 Living Waters Lutheran Church Summer Outdoor Concert Series Council Agenda -2- July 26, 2021 H) Consider Approval of Resolution 21-78 American Legion Special Event Lino Lakes Family Fun Days 2. FINANCE DEPARTMENT REPORT A) Public Hearing – Providing Host Approval to the Issuance of Revenue Obligations by the City of Bethel for the Benefit of Lyngblomsten of Lino Lakes, LLC, Hannah Lynch i. Consider Resolution No. 21-77, Providing Host Approval to the Issuance of Revenue Obligations 3. ADMINISTRATION DEPARTMENT REPORT A) Consider Appointment of Police Officer, Meg Sawyer B) Consider Approval of Resolution 21-83, Blue Heron Parade, Celebration of Freedom, Sarah Cotton 4. PUBLIC SAFETY DEPARTMENT REPORT No report 5. PUBLIC SERVICES DEPARTMENT REPORT No report 6. COMMUNITY DEVELOPMENT REPORT A) Lyngblomsten at Lino Lakes Addition, Katie Larsen ii. Consider Resolution No. 20-94 Approving PUD Final Plan/Final Plat iii. Consider Resolution No. 20-95 Approving Development Agreement and PUD Agreement iv. Consider Resolution No. 21-82 Approving Stormwater Re-Use Agreement 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None Adjournment Following adjournment of the regular council meeting, the City Council will reconvene for a special work session to discuss the 2022 Budget. Community Calendar – A Look Ahead July 26, 2021 through August 9, 2021 Wednesday, July 28 6:30 pm, Council Chambers Environmental Board Monday, August 2 6:00 pm, Community Room Council Work Session Wednesday, August 4 6:30 pm, Council Chambers Park Board Thursday, August 5 8:00 am, Community Room EDAC Monday, August 9 6:00 pm, Community Room Council Work Session Monday, August 9 6:30 pm, Council Chambers City Council Meeting WS – Item 1 WORK SESSION STAFF REPORT Work Session Item No. 1 Date: July 26, 2021 To: City Council From: Sarah Cotton, City Administrator Re: Public Works Facility Background The City Council and staff have been discussing the need for the eventual replacement of the Public Works Facility (built in 1971) since an updated Public Works Site Analysis and Space Needs Study was completed by CNH Architects in April of 2017. The City Council expressed concerns with the scope and costs of a new public works facility outlined in the CNH Study and retained Oertel Architects to reevaluate needs and prepare options that were more cost effective. In 2019, the City Council reviewed concept plans for Phase I of a public works facility, including cost estimates, and began preliminary discussions regarding project financing. Several times during the last few months, the Council has discussed setting up a tour of the Public Works Facility. Staff is seeking Council input on scheduling a tour of the facility and next steps regarding planning for the eventual replacement of the facility. Requested Council Direction 1. Set date and time for tour of the Public Works Facility. 2. Discuss next steps, if any. Attachments None Expenditures July 26, 2021 Check #114682 to #114780 $646,575.65 City of Lino Lakes Activity Codes Code Description Code Description 401 Mayor/Council 817 Spring Fling 402 Administration 818 Winter Festival 403 Elections 819 Community Gardens 404 Cable TV 822 Family Corn Roast 405 Charter Administration 827 Gobbler Games 407 Finance 830 Adult Golf Lessons 414 Legal Consultants 835 Youth Skating Class 415 Economic Development 850 Golf Academy 416 Planning & Zoning 856 Youth Soccer 417 Engineering 857 Soccer Fundamentals 418 Community Development 860 Secret Shop 420 Police Protection 864 Preschool Playtime 421 Fire Protection 868 Little Goblins Party 422 Building Inspections 871 Flag Football 430 Streets 875 Snow Day 431 Fleet Management 876 Kite Day 432 Government Buildings 877 Rockin' in the Park 450 Parks 879 Movies in the Park 451 Recreation 890 Senior Programs 461 Environmental 462 Solid Waste Abatement 463 Forestry 494 Water 495 Sanitary Sewer 499 Other 802 Dodgeball Camp 806 Youth T-Ball 808 Youth Baseball Camp 810 Youth Playground 811 Youth Safety Camp 812 Youth Art Camps 814 Senior Programs/Book Club AP Checks by Account Number 7/26/2021 City Council Meeting Vendor Fund/Dept Account Amount Check # Description SBRK Finance Holdings Inc 101-000 101-000-1550-000 17,607.10 114765 2022 Annual Maintenance 1/1/2022-8/31/2022 AFSCME Council #5 101-000 101-000-2040-000 367.29 114682 PR Batch 00002.07.2021 Union Dues AFSCME Central Pension Fund 101-000 101-000-2040-000 2,496.00 114683 4/30/2021 Correct Payment Missed Due to #3 Pay Period in April International Union 101-000 101-000-2040-000 560.00 114684 PR Batch 00002.07.2021 Union Dues 49ers Law Enforcement Labor Services 101-000 101-000-2040-000 1,333.50 114685 PR Batch 00002.07.2021 Union Dues LELS Anoka County Property Records & Taxation 101-000 101-000-2081-000 414.00 114687 Agreement Anoka County Property Records & Taxation 101-000 101-000-2081-000 92.00 114687 Agreement Met Council Environmental Services (SAC) 101-000 101-000-2120-000 79,520.00 114742 June SAC Report Bonfe's Plumbing Heating & Air Service 101-000 101-000-2132-000 1.00 114695 Permit refund Bonfe's Plumbing Heating & Air Service 101-000 101-000-3254-000 69.00 114695 Permit refund Met Council Environmental Services (SAC) 101-000 101-000-3414-000 -795.20 114742 June SAC Report U.S. Bank Visa 101-000 101-000-3730-000 225.26 114777 All Seasons Rental/Cement - Lino Park 101-000 Total 101,889.95 Miss Lino Lakes Ambassador Program 101-401 101-401-4900-000 1,500.00 114746 2021 Program Expenses 101-401 Total 1,500.00 U.S. Bank Visa 101-402 101-402-4200-000 4.50 114777 Target/Bottled water for candidates during interview Optum 101-402 101-402-4310-000 90.00 114754 June Retiree & Cobra Fees U.S. Bank Visa 101-402 101-402-4330-000 16.75 114777 Amazon/Leadership book U.S. Bank Visa 101-402 101-402-4330-000 146.93 114777 Best Western Kelly Inn/City Clerk's Conference - L. Hogstad Press Publications Inc. 101-402 101-402-4340-000 71.68 114758 Adjusting Salaries of Mayor and Councilmembers TASC - Client Invoices 101-402 101-402-4410-000 100.50 114771 June Administration Fees U.S. Bank Visa 101-402 101-402-4452-000 1,142.00 114777 ICMA/ICMA Membership 101-402 Total 1,572.36 City of Roseville 101-407 101-407-4310-000 16,758.98 114704 July IT Services SBRK Finance Holdings Inc 101-407 101-407-4310-000 8,803.54 114765 2021 Annual Maintenance 9/1/2021-12/31/2021 U.S. Bank Visa 101-407 101-407-4452-000 530.00 114777 GFOA/2020 Certificate of Achievement Review Fee 101-407 Total 26,092.52 Rupp Anderson Squires & Waldspurger P.A. 101-414 101-414-4301-000 3,920.79 114763 Legal Services GDO Law 101-414 101-414-4303-000 703.50 114721 June Forfeitures 101-414 Total 4,624.29 Rupp Anderson Squires & Waldspurger P.A. 101-415 101-415-4300-000 768.00 114763 Legal Services WSB & Associates Inc. 101-415 101-415-4300-000 1,672.00 114780 May 2021 Special Economic Development Projects 101-415 Total 2,440.00 WSB & Associates Inc. 101-417 101-417-4300-000 302.50 114780 May 2021 GPS/GIS Miscellaneous Assistance WSB & Associates Inc. 101-417 101-417-4300-000 1,640.00 114780 May 2021 Private Utility Permits WSB & Associates Inc. 101-417 101-417-4300-000 806.25 114780 May East Region Plan - NE Drainage Area WSB & Associates Inc. 101-417 101-417-4300-000 351.00 114780 May FEMA Draft Floodplain Map Review 2021 WSB & Associates Inc. 101-417 101-417-4300-000 886.50 114780 May Otter Lake Road Preliminary Design/Concept Layout WSB & Associates Inc. 101-417 101-417-4410-000 5,180.00 114780 May 2021 General Engineering Services 101-417 Total 9,166.25 Innovative Office Solutions LLC 101-420 101-420-4200-000 227.90 114730 Toner notebooks paper U.S. Bank Visa 101-420 101-420-4200-000 50.99 114777 Amazon/20 pack - 32G Jump Drives U.S. Bank Visa 101-420 101-420-4211-000 18.95 114777 Amazon/Lockout tools U.S. Bank Visa 101-420 101-420-4211-000 159.99 114777 Amazon/LLPD Firearm armorer equipment U.S. Bank Visa 101-420 101-420-4211-000 300.00 114777 Axon/ 2 - Taser Targets U.S. Bank Visa 101-420 101-420-4211-000 48.20 114777 Amazon/250 Dust removing sheets for Livescan device U.S. Bank Visa 101-420 101-420-4211-000 321.89 114777 Associated Bag/Evidence bags U.S. Bank Visa 101-420 101-420-4211-000 29.94 114777 Minneapolis Oxygen/Carbon dioxide for Virtra system U.S. Bank Visa 101-420 101-420-4211-000 75.09 114777 Chewy/Argos Food U.S. Bank Visa 101-420 101-420-4214-000 68.75 114777 Vistaprint/Volunteer Appreciation Card U.S. Bank Visa 101-420 101-420-4214-000 36.99 114777 Amazon/100 - 10ML injectible evidence vials Baycom Inc. 101-420 101-420-4240-000 58.00 114693 Body Clip U.S. Bank Visa 101-420 101-420-4240-000 5,815.45 114777 Axon/5 - X26P Tasers U.S. Bank Visa 101-420 101-420-4330-000 250.00 114777 City of Cottage Grove/Tuition - C. Boehme & V. Klosner U.S. Bank Visa 101-420 101-420-4330-000 111.50 114777 Best Western Kelly Inn/K9 Trials - P. Noll U.S. Bank Visa 101-420 101-420-4330-000 223.00 114777 Best Western Kelly Inn/K9 Trials - 2 nights - K. Mobraten U.S. Bank Visa 101-420 101-420-4330-000 375.00 114777 Axon/Tuition - M. Carlson Aspen Mills Inc. 101-420 101-420-4370-000 15.00 114689 New Hire Uniforms Aspen Mills Inc. 101-420 101-420-4370-000 297.55 114689 Uniform Allowance - K. Kraemer Aspen Mills Inc. 101-420 101-420-4370-000 1,902.48 114689 New Hire Uniforms Streicher's Inc. 101-420 101-420-4370-000 119.99 114769 Uniform Allowance - C. Boehme Streicher's Inc. 101-420 101-420-4370-000 74.99 114769 Uniform Allowance - N. Hamann Streicher's Inc. 101-420 101-420-4370-000 94.98 114769 Uniform Allowance - M. Paulson Page 1 AP Checks by Account Number 7/26/2021 City Council Meeting Vendor Fund/Dept Account Amount Check # Description U.S. Bank Visa 101-420 101-420-4370-000 39.98 114777 Amazon/New Hire Uniform Connexus Energy 101-420 101-420-4381-000 30.35 114709 Electric Bureau of Criminal Apprehension 101-420 101-420-4410-000 390.00 114697 CJDN Access Fee Metro Sales Incorporated 101-420 101-420-4410-000 36.00 114743 Copier Maintenance Contract Ricoh/MP 4055SP U.S. Bank Visa 101-420 101-420-4410-000 33.73 114777 Adobe/Subscription to redaction software 101-420 Total 11,206.69 U.S. Bank Visa 101-421 101-421-4211-000 282.27 114777 Detroit Industrial Tool/8 - Recip Blade King Cut U.S. Bank Visa 101-421 101-421-4240-000 369.99 114777 Amazon/EMS Bag Squad #617 V-Vac suction Pulce Ox Tourniquet U.S. Bank Visa 101-421 101-421-4240-000 153.65 114777 Amazon/EMS Bag Squad #617 V-Vac suction Pulce Ox Tourniquet LEAST Services/Counseling LLC 101-421 101-421-4300-000 525.00 114735 Consulting Services Minnesota Fire Service Certification Board 101-421 101-421-4300-000 130.00 114744 Officer II Certification Exam - B. Finke U.S. Bank Visa 101-421 101-421-4330-000 7.91 114777 Amazon/USB cable for FD Smartboard U.S. Bank Visa 101-421 101-421-4370-000 114.98 114777 Tactical Gear/Uniform Allowance - D. L'Allier Fire Safety U.S.A. 101-421 101-421-4410-000 424.00 114716 Service power heads Tierney Brothers Inc 101-421 101-421-4410-000 180.80 114773 SMART Meeting Pro 101-421 Total 2,188.60 U.S. Bank Visa 101-422 101-422-4330-000 115.00 114777 U of M/Continuing Education - J. Boonstra 101-422 Total 115.00 CCP Industries 101-430 101-430-4211-000 220.32 114699 Seasonal T-Shirts U.S. Bank Visa 101-430 101-430-4211-000 79.98 114777 Fleet Farm/Landing net animal retrieval & padlock for Elections City of St. Paul 101-430 101-430-4224-000 9,021.89 114706 Asphalt Connexus Energy 101-430 101-430-4385-000 1,695.22 114709 Electric Meridian Energy Products 101-430 101-430-4410-000 12,000.00 114740 Rice Lake Estates Lights Upper Cut Tree Service 101-430 101-430-4410-000 1,850.00 114778 Tree removal on Blackduck Dr & 2 tree removals at Tomahawk Tr 101-430 Total 24,867.41 Huebsch Services 101-431 101-431-4211-000 40.25 114727 Towels U.S. Bank Visa 101-431 101-431-4211-000 302.50 114777 Holiday Stations/June Car Washes U.S. Bank Visa 101-431 101-431-4212-000 68.72 114777 Bill's Superette/Non-oxy fuel Allied Oil & Supply Inc. 101-431 101-431-4221-000 970.75 114686 55 Gallon Drum Automatic Transmission Fluid Auto Nation Ford White Bear Lake 101-431 101-431-4221-000 192.10 114690 Gasket nuts studs gasket manifold #255 Auto Nation Ford White Bear Lake 101-431 101-431-4221-000 99.35 114690 Crankshaft Sensors #250 Auto Nation Ford White Bear Lake 101-431 101-431-4221-000 36.42 114690 Manifold gasket #250 Batteries Plus Bulbs 101-431 101-431-4221-000 386.95 114692 Battery #302 Bluetarp Financial Inc. 101-431 101-431-4221-000 172.94 114694 Trailer Connectors Davis Equipment Corporation 101-431 101-431-4221-000 102.18 114713 Spindle Rebuild Kits #409 Factory Motor Parts Company 101-431 101-431-4221-000 40.71 114715 Pigtail wiring connectors #250 Factory Motor Parts Company 101-431 101-431-4221-000 26.06 114715 Pigtail wire assembly #250 Factory Motor Parts Company 101-431 101-431-4221-000 8.35 114715 Crankshaft sensor #250 FleetPride 101-431 101-431-4221-000 66.51 114717 Solenoid valve #218 Frontier Ag & Turf 101-431 101-431-4221-000 496.20 114720 Hood label door bumper spring #135 Grainger 101-431 101-431-4221-000 281.22 114723 6 Coupling links for hauling trailers Hydraulics Plus & Consulting 101-431 101-431-4221-000 58.08 114728 Hose #218 Lano Equipment 101-431 101-431-4221-000 126.48 114734 Fuel filter and fluid #414 O'Reilly Automotive Stores 101-431 101-431-4221-000 87.84 114755 Camshaft sensor #250 U.S. Bank Visa 101-431 101-431-4221-000 142.62 114777 Amazon/6 - front brake rotors for 2013-2019 Police SUV's U.S. Bank Visa 101-431 101-431-4221-000 108.91 114777 Fleet Farm/Grease coupler lubricant straight rib tire 4 ply U.S. Bank Visa 101-431 101-431-4221-000 285.24 114777 Amazon/6 - front brake rotors for 2013-2019 Police SUV's U.S. Bank Visa 101-431 101-431-4221-000 11.96 114777 The Home Depot/2 - Cans of AC evaporator coil cleaner #256 U.S. Bank Visa 101-431 101-431-4221-000 45.98 114777 Amazon/10 - 50amp slotted mcaset fuses for new PD SUV's U.S. Bank Visa 101-431 101-431-4240-000 50.25 114777 Amazon/Jump pack charger (56 watt) for PD garage U.S. Bank Visa 101-431 101-431-4240-000 347.06 114777 Amazon/Battery jump pack/jumpstart for PW and PD Emergency Apparatus Maintenance 101-431 101-431-4410-000 1,239.85 114714 Install new valve #609 Emergency Apparatus Maintenance 101-431 101-431-4410-000 1,388.92 114714 Foam system repair #621 U.S. Bank Visa 101-431 101-431-4410-000 89.95 114777 Bedslide/Bearings R11 - #607 U.S. Bank Visa 101-431 101-431-4410-000 54.95 114777 Bedslide/Sled-bed repair R11 #607 101-431 Total 7,329.30 Avon Business Forms & Promotions 101-432 101-432-4200-000 478.29 114691 #10 Envelopes Avon Business Forms & Promotions 101-432 101-432-4200-000 504.39 114691 #9 Envelopes Innovative Office Solutions LLC 101-432 101-432-4200-000 347.76 114730 Space heater clock folders paper rubber bands wipes fan U.S. Bank Visa 101-432 101-432-4200-000 7.00 114777 Amazon/Indoor humidity hygrometer U.S. Bank Visa 101-432 101-432-4200-000 9.99 114777 Amazon/Calendar K. Christofferson U.S. Bank Visa 101-432 101-432-4200-000 13.68 114777 Amazon/Computer cords U.S. Bank Visa 101-432 101-432-4200-000 36.90 114777 Gumdrop Cases/Computer case Page 2 AP Checks by Account Number 7/26/2021 City Council Meeting Vendor Fund/Dept Account Amount Check # Description U.S. Bank Visa 101-432 101-432-4200-000 321.36 114777 Target/Vacuum cleaner U.S. Bank Visa 101-432 101-432-4211-501 255.80 114777 Amazon/2 Exhaust Fans Staples Business Credit 101-432 101-432-4211-503 232.99 114768 Desk chair U.S. Bank Visa 101-432 101-432-4211-503 163.70 114777 Gertens/City Hall Flowers & Landscape items Minnesota Petroleum Service 101-432 101-432-4300-500 242.75 114745 Fuel pump repair at Public Works Crosstown Mechanical 101-432 101-432-4300-502 1,678.99 114710 Ice machine issue replaced water pump Twin City Fab Inc. 101-432 101-432-4300-503 140.00 114775 4 Stainless Steel Corner Protectors TDS Metrocom MN 101-432 101-432-4321-000 203.35 114772 Telephone Services Comcast 101-432 101-432-4321-502 347.26 114707 Telephone Services Quadient Finance USA Inc. 101-432 101-432-4322-000 500.00 114760 Postage machine postage Connexus Energy 101-432 101-432-4381-500 1,149.50 114709 Electric CenterPoint Energy 101-432 101-432-4383-500 -43.00 114701 Natural Gas CenterPoint Energy 101-432 101-432-4383-501 -14.45 114701 Natural Gas CenterPoint Energy 101-432 101-432-4383-502 67.24 114701 Natural Gas Centennial Utilities 101-432 101-432-4383-503 1,742.49 114700 Natural Gas Republic Services #899 101-432 101-432-4384-503 183.14 114761 July Organics City Hall Marsden Bldg Maintenance LLC 101-432 101-432-4410-500 1,044.60 114737 Janitorial Services Metro Sales Incorporated 101-432 101-432-4410-500 82.22 114743 Copier Maintenance Contract Ricoh/MP C307 Premium Waters Inc. 101-432 101-432-4410-500 102.94 114757 Kandiyohi Water Aramark Uniform & Career Apparel Group Inc. 101-432 101-432-4410-501 185.95 114688 Mats Huebsch Services 101-432 101-432-4410-501 52.89 114727 Mats Marsden Bldg Maintenance LLC 101-432 101-432-4410-501 631.58 114737 Janitorial Services Aramark Uniform & Career Apparel Group Inc. 101-432 101-432-4410-502 221.71 114688 Mats Huebsch Services 101-432 101-432-4410-502 58.07 114727 Mats Marsden Bldg Maintenance LLC 101-432 101-432-4410-502 691.82 114737 Janitorial Services Huebsch Services 101-432 101-432-4410-503 25.08 114727 Mats Marsden Bldg Maintenance LLC 101-432 101-432-4410-503 3,856.00 114737 Janitorial Services Metro Sales Incorporated 101-432 101-432-4410-503 192.38 114743 Copier Maintenance Contract Ricoh/IM C2500 Metro Sales Incorporated 101-432 101-432-4410-503 316.01 114743 Copier Maintenance Contract Ricoh/MP 6002SP & C3504 U.S. Bank Visa 101-432 101-432-4452-000 179.00 114777 Amazon/Business Prime Renewal Membership 101-432 Total 16,209.38 Frattallone's/Circle Pines Ace 101-450 101-450-4211-000 5.78 114718 Straight edge trowel Frattallone's/Circle Pines Ace 101-450 101-450-4211-000 25.45 114718 Bit drill Menards - Forest Lake 101-450 101-450-4211-000 122.17 114739 Lino Park drinking fountain supplies U.S. Bank Visa 101-450 101-450-4211-000 416.10 114777 SiteOne Landscape Supply/12 sprinkler heads U.S. Bank Visa 101-450 101-450-4211-000 670.00 114777 Goalsetter Systems/Replacement backboard for Phesant Hills Park U.S. Bank Visa 101-450 101-450-4211-000 218.78 114777 The Home Depot/Pine board putty knife joint knife brick mould U.S. Bank Visa 101-450 101-450-4211-000 22.62 114777 SiteOne Landscape Supply/Solenoid Assembly U.S. Bank Visa 101-450 101-450-4211-000 428.24 114777 SiteOne Landscape Supply/Pipe coupling rain bird U.S. Bank Visa 101-450 101-450-4211-000 184.61 114777 The Home Depot/Paint trim latex brush pine board U.S. Bank Visa 101-450 101-450-4211-000 180.43 114777 The Home Depot/Trowel latex brush cement pine board U.S. Bank Visa 101-450 101-450-4211-000 1,081.16 114777 Dog Waste Depot/Dog waste bags U.S. Bank Visa 101-450 101-450-4211-000 15.84 114777 SiteOne Landscape Supply/Valve and adapter U.S. Bank Visa 101-450 101-450-4211-000 476.21 114777 SiteOne Landscape Supply/Controllers Batteries Couplings U.S. Bank Visa 101-450 101-450-4211-000 297.48 114777 The Home Depot/Paint pine board brick mould U.S. Bank Visa 101-450 101-450-4211-000 385.87 114777 The Home Depot/Paint poly adapter pipe screwdriver sprinkler Connexus Energy 101-450 101-450-4381-000 68.99 114709 Electric Centennial Utilities 101-450 101-450-4383-000 63.20 114700 Natural Gas Centennial Utilities 101-450 101-450-4383-000 27.03 114700 Natural Gas Centennial Utilities 101-450 101-450-4383-000 58.03 114700 Natural Gas CenterPoint Energy 101-450 101-450-4383-000 21.14 114701 Natural Gas Northway Irrigation/Landscape 101-450 101-450-4410-000 3,038.60 114753 Start up and materials - City Hall Northway Irrigation/Landscape 101-450 101-450-4410-000 1,484.61 114753 Start up and materials - Community Green WSB & Associates Inc. 101-450 101-450-5000-000 1,575.50 114780 May 2021 Tower Park Site Improvements 101-450 Total 10,867.84 Cavegn Cassondra 101-461 101-461-4331-000 150.00 114698 2nd Qtr 2021 Stipend Holmes Shawn C. 101-461 101-461-4331-000 75.00 114725 2nd Qtr 2021 Stipend McNulty Ella M. 101-461 101-461-4331-000 150.00 114738 2nd Qtr 2021 Stipend Nelson Wendy K. 101-461 101-461-4331-000 150.00 114750 2nd Qtr 2021 Stipend Schwartz Alexander P. 101-461 101-461-4331-000 75.00 114766 2nd Qtr 2021 Stipend Sullivan John E. 101-461 101-461-4331-000 200.00 114770 2nd Qtr 2021 Stipend 101-461 Total 800.00 Davis Phillip 101-462 101-462-4330-000 39.76 114712 Organic Site Tour Page 3 AP Checks by Account Number 7/26/2021 City Council Meeting Vendor Fund/Dept Account Amount Check # Description 101-462 Total 39.76 Moua Bee 201-000 201-000-3810-814 50.00 114748 Replace Check #112786 Refund for Senior Center Rental 201-000 Total 50.00 Centennial Utilities 202-451 202-451-4383-000 529.09 114700 Natural Gas Huebsch Services 202-451 202-451-4410-000 49.10 114727 Mats Huebsch Services 202-451 202-451-4410-000 49.10 114727 Mats Huebsch Services 202-451 202-451-4410-000 49.10 114727 Mats Marsden Bldg Maintenance LLC 202-451 202-451-4410-000 1,969.47 114737 Janitorial Services Marsden Bldg Maintenance LLC 202-451 202-451-4410-000 211.95 114737 Janitorial Services 202-451 Total 2,857.81 U.S. Bank Visa 207-420 207-420-4240-000 1,199.00 114777 Amazon/Meeting Owl Pro Twin Cities Transport & Recovery 207-420 207-420-4300-000 85.00 114774 ICR#21-144785 207-420 Total 1,284.00 Pro-Tec Design 208-420 208-420-4240-000 3,946.50 114759 Intercom system for booking/intox area 208-420 Total 3,946.50 U.S. Bank 338-470 338-470-6030-000 500.00 114776 2015A Paying Agent Fee 338-470 Total 500.00 U.S. Bank 339-470 339-470-6030-000 450.00 114776 2015B Paying Agent Fee 339-470 Total 450.00 Northcountry Chevrolet Buick GMC 402-420 402-420-5000-000 38,095.42 114752 2021 Chevrolet Tahoe #318 Northcountry Chevrolet Buick GMC 402-420 402-420-5000-000 38,095.42 114752 2021 Chevrolet Tahoe #319 402-420 Total 76,190.84 CHEN WEIMIN 406-000 406-000-2020-000 3.62 114703 Refund Check 018822-000 784 DEERWOOD CIR DAGESTAD JOHN & MONA 406-000 406-000-2020-000 13.28 114711 Refund Check 007621-000 7140 IVY RIDGE CT FRELLO BOB 406-000 406-000-2020-000 3.53 114719 Refund Check 012496-001 6745 TIMBERWOLF TRL 406-000 Total 20.43 WSB & Associates Inc. 406-499 406-499-4304-000 130.00 114780 May 2019 Source Water Protection Plan Implementation Grant WSB & Associates Inc. 406-499 406-499-4304-127 7,064.50 114780 May Water Tower No. 3 WSB & Associates Inc. 406-499 406-499-4304-136 15,199.75 114780 May 2021 Birch Street Watermain Improvements 406-499 Total 22,394.25 WSB & Associates Inc. 421-499 421-499-4304-137 30,883.25 114780 May 2021 Street Improvement Projects WSB & Associates Inc. 421-499 421-499-4304-140 1,581.50 114780 May 2021 Street Maintenance Project 421-499 Total 32,464.75 Rupp Anderson Squires & Waldspurger P.A. 422-499 422-499-4301-125 752.00 114763 Legal Services WSB & Associates Inc. 422-499 422-499-4304-000 640.25 114780 May MS4 Services WSB & Associates Inc. 422-499 422-499-4304-000 3,202.00 114780 May Storm Water Utility WSB & Associates Inc. 422-499 422-499-4304-125 6,303.00 114780 May NE Lino Lakes Drainage Improvement Project 422-499 Total 10,897.25 WSB & Associates Inc. 424-499 424-499-4304-000 1,018.00 114780 May 2021 Surface Water Maintenance Project 424-499 Total 1,018.00 Playpower LT Farmington Inc. 425-450 425-450-5000-138 84,814.00 114756 Lino Park Playground 425-450 Total 84,814.00 Central Wood Products - Rivard Companies 425-499 425-499-4211-138 1,700.00 114702 Wood Chips Central Wood Products - Rivard Companies 425-499 425-499-4211-138 1,700.00 114702 Wood Chips Central Wood Products - Rivard Companies 425-499 425-499-4211-138 1,102.00 114702 Wood Chips 425-499 Total 4,502.00 SBRK Finance Holdings Inc 601-000 601-000-1550-000 1,965.25 114765 2022 Annual Maintenance 1/1/2022-8/31/2022 CHEN WEIMIN 601-000 601-000-2020-000 0.88 114703 Refund Check 018822-000 784 DEERWOOD CIR CHEN WEIMIN 601-000 601-000-2020-000 5.09 114703 Refund Check 018822-000 784 DEERWOOD CIR DAGESTAD JOHN & MONA 601-000 601-000-2020-000 8.59 114711 Refund Check 007621-000 7140 IVY RIDGE CT DAGESTAD JOHN & MONA 601-000 601-000-2020-000 3.22 114711 Refund Check 007621-000 7140 IVY RIDGE CT FRELLO BOB 601-000 601-000-2020-000 95.56 114719 Refund Check 012496-001 6745 TIMBERWOLF TRL FRELLO BOB 601-000 601-000-2020-000 0.86 114719 Refund Check 012496-001 6745 TIMBERWOLF TRL City of Shoreview 601-000 601-000-2140-000 17.01 114705 2nd Qtr 2021 601-000 Total 2,096.46 Frattallone's/Circle Pines Ace 601-494 601-494-4211-000 4.29 114718 Clear caulk for mxu installs Rock Gardens Inc. 601-494 601-494-4211-000 135.80 114762 Mulch Safe-Fast Inc. 601-494 601-494-4211-000 77.00 114764 Disposable gloves U.S. Bank Visa 601-494 601-494-4211-000 46.49 114777 Amazon/Lock for message sign trailer U.S. Bank Visa 601-494 601-494-4211-000 17.00 114777 Amazon/Replacement Multimeter Leads Hawkins Inc. 601-494 601-494-4222-000 12,737.53 114724 Chlorine LPC-5 U.S. Bank Visa 601-494 601-494-4240-000 172.75 114777 The Home Depot/Locking pliers sazall blades squeegee U.S. Bank Visa 601-494 601-494-4240-000 198.84 114777 The Home Depot/Hammers glue flood light rakes Page 4 AP Checks by Account Number 7/26/2021 City Council Meeting Vendor Fund/Dept Account Amount Check # Description WSB & Associates Inc. 601-494 601-494-4300-000 1,235.00 114780 May Risk Assessment and Emergency Response Plan WSB & Associates Inc. 601-494 601-494-4304-000 242.00 114780 May Saddle Club 3rd WSB & Associates Inc. 601-494 601-494-4304-000 1,110.00 114780 May 2021 General Engineering Services City of Roseville 601-494 601-494-4310-000 729.00 114704 July IT Services SBRK Finance Holdings Inc 601-494 601-494-4310-000 982.63 114765 2021 Annual Maintenance 9/1/2021-12/31/2021 Comcast 601-494 601-494-4321-000 94.63 114708 Telephone Services TDS Metrocom MN 601-494 601-494-4321-000 39.78 114772 Telephone Services U.S. Bank Visa 601-494 601-494-4322-000 382.24 114777 Image Printing & Graphics/July UB Postage U.S. Bank Visa 601-494 601-494-4322-000 466.39 114777 Image Printing & Graphics/June UB Postage Williams Justin 601-494 601-494-4330-000 318.00 114779 Tuition Reimbursement Image Printing & Graphics Inc 601-494 601-494-4340-000 77.50 114729 300 Water Restriction Tags Image Printing & Graphics Inc 601-494 601-494-4340-000 113.51 114729 500 Water Meter Tags and 500 Twist Ties SL-Serco 601-494 601-494-4340-000 2,945.00 114767 Consumer Confidence Report and printing of 150 copies U.S. Bank Visa 601-494 601-494-4340-000 605.50 114777 Image Printing & Graphics/Water Restriction yard signs Safe-Fast Inc. 601-494 601-494-4370-000 10.29 114764 Sunglasses Connexus Energy 601-494 601-494-4381-000 2,944.87 114709 Electric City of Shoreview 601-494 601-494-4382-000 451.54 114705 2nd Qtr 2021 CenterPoint Energy 601-494 601-494-4383-000 34.57 114701 Natural Gas Gopher State One-Call 601-494 601-494-4410-000 475.20 114722 June Tickets Image Printing & Graphics Inc 601-494 601-494-4410-000 127.18 114729 UB Statement Processing Image Printing & Graphics Inc 601-494 601-494-4410-000 -37.47 114729 UB Statement Processing - Postage Credit Instrumental Research Inc. 601-494 601-494-4410-000 470.00 114731 June Water Testing SBRK Finance Holdings Inc 601-494 601-494-4410-000 355.00 114765 June UB Web Payments Trans Fee/Active Acct Fee Municipal Builders Inc. 601-494 601-494-5000-000 16,986.56 114749 Well House No. 1 WSB & Associates Inc. 601-494 601-494-5000-000 877.50 114780 May Well House No. 1 Rehabilitation 601-494 Total 45,426.12 SBRK Finance Holdings Inc 602-000 602-000-1550-000 1,965.25 114765 2022 Annual Maintenance 1/1/2022-8/31/2022 CHEN WEIMIN 602-000 602-000-2020-000 20.20 114703 Refund Check 018822-000 784 DEERWOOD CIR DAGESTAD JOHN & MONA 602-000 602-000-2020-000 73.94 114711 Refund Check 007621-000 7140 IVY RIDGE CT FRELLO BOB 602-000 602-000-2020-000 19.67 114719 Refund Check 012496-001 6745 TIMBERWOLF TRL FRELLO BOB 602-000 602-000-2020-000 0.38 114719 Refund Check 012496-001 6745 TIMBERWOLF TRL 602-000 Total 2,079.44 Rock Gardens Inc. 602-495 602-495-4211-000 67.90 114762 Mulch Rock Gardens Inc. 602-495 602-495-4211-000 135.80 114762 Mulch Hotsy Equipment of Minnesota 602-495 602-495-4300-000 231.75 114726 Hose and O-ring WSB & Associates Inc. 602-495 602-495-4304-000 242.00 114780 May Saddle Club 3rd WSB & Associates Inc. 602-495 602-495-4304-000 1,110.00 114780 May 2021 General Engineering Services City of Roseville 602-495 602-495-4310-000 729.00 114704 July IT Services SBRK Finance Holdings Inc 602-495 602-495-4310-000 982.63 114765 2021 Annual Maintenance 9/1/2021-12/31/2021 U.S. Bank Visa 602-495 602-495-4322-000 466.40 114777 Image Printing & Graphics/June UB Postage U.S. Bank Visa 602-495 602-495-4322-000 382.25 114777 Image Printing & Graphics/July UB Postage Williams Justin 602-495 602-495-4330-000 318.00 114779 Tuition Reimbursement Safe-Fast Inc. 602-495 602-495-4370-000 10.29 114764 Sunglasses Connexus Energy 602-495 602-495-4381-000 770.38 114709 Electric City of Shoreview 602-495 602-495-4382-000 1,392.21 114705 2nd Qtr 2021 Centennial Utilities 602-495 602-495-4383-000 20.01 114700 Natural Gas CenterPoint Energy 602-495 602-495-4383-000 16.07 114701 Lift Station #14 CenterPoint Energy 602-495 602-495-4383-000 53.57 114701 Natural Gas Met Council Environmental Services 602-495 602-495-4405-000 82,374.02 114741 August Waste Water Services Gopher State One-Call 602-495 602-495-4410-000 475.20 114722 June Tickets Image Printing & Graphics Inc 602-495 602-495-4410-000 -37.48 114729 UB Statement Processing - Postage Credit Image Printing & Graphics Inc 602-495 602-495-4410-000 127.19 114729 UB Statement Processing SBRK Finance Holdings Inc 602-495 602-495-4410-000 355.00 114765 June UB Web Payments Trans Fee/Active Acct Fee MN Pollution Control Agency 602-495 602-495-4452-000 45.00 114747 Class D Sewer License - K. Gray 602-495 Total 90,267.19 Anoka County Property Records & Taxation 801-000 801-000-2300-000 92.00 114687 7869 Meadow View Trail Builders Lot Group LLC 801-000 801-000-2300-000 1,659.30 114696 Escrow Closure - Burque Property KLM Engineering Inc. 801-000 801-000-2300-000 4,200.00 114732 T-Mobile Tower No. 1 Antenna Escrow KLM Engineering Inc. 801-000 801-000-2300-000 3,200.00 114732 T-Mobile Monopole Antenna Escrow Rupp Anderson Squires & Waldspurger P.A. 801-000 801-000-2300-000 48.00 114763 Legal Services - 426 Pine WSB & Associates Inc. 801-000 801-000-2300-000 234.00 114780 May Butler Additon WSB & Associates Inc. 801-000 801-000-2300-000 679.00 114780 May Lyngblomsten Senior Housing WSB & Associates Inc. 801-000 801-000-2302-102 207.00 114780 May Eastside Villas Page 5 AP Checks by Account Number 7/26/2021 City Council Meeting Vendor Fund/Dept Account Amount Check # Description WSB & Associates Inc. 801-000 801-000-2309-102 82.00 114780 May Stern Addition WSB & Associates Inc. 801-000 801-000-2315-102 1,768.50 114780 May Nadeau Acres 2nd Addition Lennar MN Division 801-000 801-000-2318-000 3,400.00 114736 Escrow Closure - 2087 Balsam Way Newco Homes LLC 801-000 801-000-2318-000 900.00 114751 Escrow Release - 969 Pheasant Run S WSB & Associates Inc. 801-000 801-000-2327-102 5,113.50 114780 May Watermark 4th Addition WSB & Associates Inc. 801-000 801-000-2328-102 82.00 114780 May Main Street Shoppes 2nd Addition WSB & Associates Inc. 801-000 801-000-2328-102 175.50 114780 May Main Street Shoppes 2nd Addition WSB & Associates Inc. 801-000 801-000-2337-103 2,891.00 114780 May Otter Crossing Lino B WSB & Associates Inc. 801-000 801-000-2338-102 3,855.50 114780 May Nadeau Acres Land Title Inc. 801-000 801-000-2342-101 1,045.04 114733 Escrow Closure Land Title Inc. 801-000 801-000-2342-103 672.17 114733 Escrow Closure Rupp Anderson Squires & Waldspurger P.A. 801-000 801-000-2344-103 128.00 114763 Legal Services WSB & Associates Inc. 801-000 801-000-2348-102 117.00 114780 May Northpointe 7th Addition Rupp Anderson Squires & Waldspurger P.A. 801-000 801-000-2353-103 16.00 114763 Legal Services WSB & Associates Inc. 801-000 801-000-2355-102 12,696.75 114780 May Watermark 3rd Addition WSB & Associates Inc. 801-000 801-000-2359-102 1,145.00 114780 May Saddle Club 4th 801-000 Total 44,407.26 Grand Total 646,575.65 Page 6 Electronic Funds Transfer MN Statute 471.38 Subd. 3 Council Meeting July 26, 2021 Transfer In/(Out) 7/9/2021 Payroll #14 (139,995.06) 7/9/2021 Payroll #14 Federal Deposit (42,243.67) 7/9/2021 Payroll #14 PERA (43,617.65) 7/9/2021 Payroll #14 State (9,739.86) 7/9/2021 Payroll #14 Child Support (284.77) 7/9/2021 Payroll #14 H.S.A. Bank Pretax (3,134.64) 7/9/2021 Payroll #14 TASC Pretax (749.96) 7/9/2021 Payroll #14 ICMA 457 Def. Comp #301596 (4,045.00) 7/9/2021 Payroll #14 ICMA Roth IRA #706155 (855.75) 7/9/2021 Payroll #14 MSRS HCSP #98946-01 (1,618.71) 7/9/2021 Payroll #14 MSRS Def. Comp #98945-01 (3,458.00) 7/9/2021 Payroll #14 MSRS Roth IRA #98945-01 (980.00) 7/9/2021 Wire from 4M (Gen Acct) 900,000.00 7/12/2021 Payroll #09 State Deposit Interest & Penalty (4.62) 7/15/2021 Building Permit Surcharge (4,702.84) 7/20/2021 Sales & Use Tax (1,119.00) CITY COUNCIL WORK SESSION DRAFT 1 CITY OF LINO LAKES 1 MINUTES 2 3 DATE : July 6, 2021 4 TIME STARTED : 6:00 p.m. 5 TIME ENDED : 10:40 p.m. 6 MEMBERS PRESENT : Councilmember Stoesz, Lyden, Ruhland, 7 and Mayor Rafferty 8 MEMBERS ABSENT : Councilmember Cavegn 9 10 Staff members present: City Administrator Sarah Cotton; Finance Director Hannah 11 Lynch; Community Development Director Michael Grochala; Public Services Director 12 Rick DeGardner; Director of Public Safety John Swenson; City Clerk Julie Bartell 13 14 1. MS4 Annual Report – Community Development Director Grochala reviewed a 15 PowerPoint presentation (included in on-line packet). The presentation highlighted: 16 17 - Reason the permit is required; 18 - Control measures; 19 - Public Education and Participation measures; 20 - Illicit discharge detection and elimination efforts; 21 - Construction site and post construction management activities; 22 - Good housekeeping for municipal operations; 23 - Contracted services; 24 - In the process of updating the MS4 Permit (ordinance, staff training and updates). 25 26 Councilmember Lyden asked for the top ranking practices that impair/challenge the 27 City’s water. Director Grochala noted fertilizer and street runoff (impervious surface). 28 Mr. Grochala added that the impaired waters in the City are identified and plans in place; 29 he noted ditch maintenance activities. 30 31 2. Stormwater Utility Report – Community Development Director Grochala 32 introduced Bob Barth (WSB) who reviewed a PowerPoint presentation that included 33 information on the following: 34 35 - Stormwater utility – history and fees; no sign that need is going away; 36 - Eligible expenses – list reviewed; 37 - Projected budget expenses; 38 - Methodology – impervious surface, appeal process 39 - Proposed fee (funds would be used for maintenance and not development) (City is 40 spending about $350,000 per year from general funds); 41 - Review of properties that would be automatically exempted; 42 - Appeal process; program for discovering impervious surfaces for properties 43 44 CITY COUNCIL WORK SESSION DRAFT 2 Council comments – suggestion to exempt cemeteries; concurrence to go forward; will be 45 discussed again. 46 Community Development Director Grochala noted that a public hearing is required and 47 he asked how that should be publicized. Staff will arrange for a hearing probably early in 48 August. The council discussed adding information to a city newsletter and a utility bill 49 flyer. Staff directed to go forward with communicating the utility and share information 50 with the council. 51 52 3. ARPA Fiscal Recovery Funds – Finance Director Lynch reviewed her written 53 report. Staff is looking for an initial discussion on the fiscal recovery funds element. 54 The council has acted to accept the funds and staff submitted a request to the state for the 55 funding. That process is still underway. The estimated funding for the City is $2.3 56 million. There will be eligible uses: respond to public health emergency, pay for 57 essential workers, provision of government services (reduction in revenue), and make 58 investment in water, sewer and broadband. Staff is looking how needs for the recreation 59 facility project could be eligible for funding. The staff report includes the FAQ’s 60 provided by the Treasury Department and they expand on eligible uses. The deadline is 61 December 31, 2024 for contracting for use of funds. An annual report to the U.S. 62 Treasury is required. An audit requirement is linked to amount utilized in a year’s period. 63 64 Councilmember Lyden asked if a water treatment plant would be an eligible expense and 65 Ms. Lynch said yes. 66 67 Mayor Rafferty noted that there are still areas in the city that are not served by broadband 68 and that is a real need; a collaboration with the county (because they are receiving funds 69 also) is possible. 70 71 Councilmember Stoesz asked if North Metro TV would be eligible for funding (as they 72 were for the previous payments)? Ms. Lynch suggested that former uses are normally 73 included but the list of eligible uses has pretty much just expanded; she thinks that North 74 Metro TV mainly utilized funds for PPE and that wouldn’t be as much a need at this 75 point. 76 77 Mayor Rafferty suggested getting designs ready for possible uses so the City will have 78 plans ready and could then understand the full picture of financing projects. 79 80 Councilmember Stoesz asked if staff is aware of how Anoka County will be expending 81 their funds, noting that the recreation center will serve county residents. 82 83 Councilmember Ruhland asked if there will be programming again for business 84 assistance. Ms. Lynch remarked that planning is moving much slower for these funds 85 because more time is allowed for use so she’s not aware yet of how other jurisdictions are 86 planning their use. 87 88 CITY COUNCIL WORK SESSION DRAFT 3 4. City Recreation and Aquatic Center - Community Development Director 89 Grochala reviewed his written report. He noted the three options studied by the 90 feasibility report for moving forward. The biggest issue related to the facility (with City 91 involvement) is the short and long term financial impact. There would be a financial 92 deficit in starting up a facility. There are opportunities through funding noted earlier: 93 money in the Closed Bond Fund and upcoming debt service (zero impact). Generally it 94 will take six months to open the facility and certainly there is a better time to open 95 (beginning of the year is best). He recommends that the City make the best decisions for 96 the right reasons. If that is not to move forward, then the discussion is disposition of the 97 building. He noted key questions in report. 98 99 Councilmember Ruhland said he’s ready to go for it and he would prefer the hybrid 100 model. 101 102 Councilmember Lyden called for a discussion of cost and financing. 103 104 Administrator Cotton said she feels the City could use ARPA funds for start-up costs 105 because it is a COVID related closure. She added that to achieve the assumptions in the 106 feasibility report, there has to be strong commitment and the right talent to make it work. 107 The gap for ongoing operations would have to be covered with either closed bond funds 108 or debt savings or moving some administrative costs through recognition of City staff 109 work. 110 111 Councilmember Ruhland added that he’d like to ensure that the City could switch to City 112 managed rather than hybrid if that is what is needed to control the facility down the line. 113 114 Councilmember Stoesz said he prefers the total city managed facility but understands the 115 reason to look at a hybrid. He supports Councilmember Ruhland’s suggestion to keep the 116 option of moving toward a city managed facility at a certain point. Also he’d like to 117 have conversation early about what the director position would look like. 118 119 Mayor Rafferty recalled the history of the YMCA in the facility and the City’s 120 investment. The City has received the facility back and there are higher costs in running 121 it. He noted possible programming and city needs. If the mission is to be fiscally 122 sustainable – what is the benefit if not? The mission should be to create an enhanced 123 benefit to Lino Lakes. He’s behind it but not sold on the idea of hybrid because he feels 124 there is information lacking. He’s all behind some type of model but isn’t there yet – 125 more information is needed. More blanks need to be filled in. The council should hear 126 from more residents also. 127 128 Councilmember Lyden suggested that the City won’t have to go it alone with a hybrid 129 model. People will come for programming and with the hybrid model you’ll be bringing 130 in people with expertise on how to run their programs. 131 132 Councilmember Lyden said he concurs that getting more of the public’s input is a good 133 CITY COUNCIL WORK SESSION DRAFT 4 idea. 134 135 Councilmember Stoesz said the options should probably be expanded so that a better 136 story is created so people could really understand the three options; the ISG report is not 137 great for public understanding. 138 139 Councilmember Ruhland said he supports public outreach but he also sees that the City 140 received back from the YMCA a building that has built in value so there is room to work 141 with that. What this would provide to the community for the funding that would go into 142 it, he asks, how is it a bad idea. 143 144 Administrator Cotton explained that, with a hybrid option, the first step would be to 145 engage in conversations with potential partners. 146 147 Mayor Rafferty said he recognizes the importance of investing in the community but 148 evaluation is needed. 149 150 Community Development Director Grochala noted that looking at potential partners gives 151 you the opportunity to evaluate further how this would move forward. 152 153 Councilmember Stoesz noted that the City invested in the National Sports Center (Blaine) 154 in the fashion of a hybrid operation. 155 156 Mayor Rafferty discussed that in moving forward, the City would be looking at key times 157 when it will see if revenue projections are correct. 158 159 Councilmember Lyden said he feels good about telling staff to move full speed ahead on 160 a hybrid option. 161 162 Councilmember Ruhland said he hears staff asking for permission to have discussion; 163 he’s leaning to the hybrid option and supports moving to those discussions. 164 165 Public Services Director DeGardner asked how the council would gauge success looking 166 at this project three years into the future. Councilmember Lyden said, for him, it’s about 167 giving something back to the people and it’s not just about money. Councilmember 168 Stoesz said he would see this as a value that comes with some cost (like a public park) 169 and profits would go back to improving the facility; he doesn’t see it as a profit maker for 170 the City; he also suggests that the City think deeply before allowing development of land 171 adjacent because that’s where expansion would occur. Councilmember Ruhland said flat 172 (income) would be a goal for him but he’d also want to see capital improvements planned 173 for. 174 175 Administrator Cotton noted that community engagement is a common goal she is hearing; 176 she asked for more direction in that area. Community Development Director Grochala 177 suggested that the public will want to know if the facility will be up and running and 178 CITY COUNCIL WORK SESSION DRAFT 5 would leave the details of bringing that forward to the City. Administrator Cotton noted 179 that all comments she’s heard to date have been positive (for reopening). 180 181 Councilmember Stoesz pondered the possibility of other cities contributing in order to 182 provide their residents lower membership rates. 183 184 The council discussed moving forward. Staff suggested that it may make sense to move 185 faster with hiring the head position and that salary may qualify for ARPA funds. Mayor 186 Rafferty suggested that staff gather more information. Other members of the council that 187 were present indicated their desire to move forward. The council discussed receiving 188 additional public comment. 189 190 5. Blue Heron Days Parade Planning Discussion – Administrator Cotton said staff 191 is looking for an update on planning and direction from the council on City funding. 192 193 Councilmember Stoesz, who has been working with a group to organize the parade, 194 explained that, to this point, they have received county approval (to close the roadway) 195 and that City approval in the works. He feels that a decision by the council on City 196 involvement is appropriate now. He’d like consideration of a budget (preliminary budget 197 figures passed out). He noted coordinated events (Thursday, Saturday and possible 198 Sunday). He’d like funds to be open for all events. 199 200 The council discussed the plans submitted. 201 202 Public Services Director DeGardner noted that throwing candy is not recommended; it 203 was clarified that candy would be handed out. 204 205 Public Safety Director Swenson noted that the City has donated some staffing in the past. 206 If the event moves forward, he anticipates a minimum of $2,000 in personnel costs for his 207 department. He’s somewhat nervous about that expense without any participants lined 208 up. With a goal of sixty parade entrants, there is much marketing to be done. 209 210 Councilmember Stoesz said he can turn on marketing tomorrow and could set a goal 211 period to ensure participation reaches a level that is appropriate. 212 213 Public Safety Director Swenson again discussed the personnel costs, much of which 214 would hinge on having volunteers. He noted that on the Rotary event (Sunday), there are 215 some new elements; the Public Safety Department will have recommendations but it 216 seems like a manageable event with assumptions. 217 218 Councilmember Ruhland said he has concern with the status and the time left to plan. Is 219 there a way to quickly reach out to people to pre-gauge participation. 220 221 It was noted that the expectation is application fees will be received by the City. 222 Administrator Cotton suggested, if the council directs, the application and information 223 CITY COUNCIL WORK SESSION DRAFT 6 can be loaded to the website tomorrow. There will have to be a system established to 224 receive applications and funds. Staff could report back in a week or two on how it’s 225 going. 226 227 Councilmember Stoesz suggested he can pull in the committee members and they will 228 make necessary calls. 229 230 Public Safety Director Swenson noted the road closure time and that the council must 231 consider the significant period of that closure and the residents that are blocked in. 232 233 Some parameters were recommended by the council. There should be at least thirty 234 applications in about two weeks. A $25 fee for parade entrants is acceptable. Staff will 235 report in a week. When the council considers the special event permit, there will be 236 consideration of a budget approval. 237 238 6. Critical Incident Response – Public Safety Director Swenson, Deputy Director 239 (Police) Leibel, and Deputy Director (Fire) L’Allier reported. There has been much 240 news about police involved in critical incidents. This presentation is to provide a 241 information to the council. A short visit to the PD will is included to view the VirTra 242 system. The presentation used will be included in the on-line council packet. He 243 reviewed information on: 244 245 - Definition of critical incident; 246 - Roles of Agency, BCA, Administrative Investigations, etc.; 247 - Mutual aid (needed for demonstrations, etc); 248 - Financial planning; 249 - MN POST Board (law changes are still being interpreted, professionals are working 250 through implementation): 251 - US Department of Justice; 252 - Roles regarding public information and communication (getting good information out 253 while following applicate rules/laws); 254 - Mental health for law enforcement (prevention and support); 255 - Charter form of government (sections noted of the Lino Lakes Charter that could impact 256 situations); 257 - Statutory references (use of force, use of deadly force); explanation of how services are 258 being change.; 259 260 The council visited the police department for a demonstration of VirTra. 261 262 7. Daytime Fire Response – Public Safety Director Swenson reviewed his staff 263 report. He added that Centennial Fire District has been contacted and he updated the 264 council on their plans (hiring two firefighters and contracting for some services). City 265 staff is continuing to look at what is needed to meet needs in Lino Lakes during the 266 daytime hours. The department is proposing in their 2022 budget request part time 267 positions (three per day) and one full time leader and inspector. 268 CITY COUNCIL WORK SESSION DRAFT 7 269 Councilmember Lyden asked for the budget impact but Director Swenson said he doesn’t 270 have that number yet since the positions are yet to be established so that data hasn’t been 271 developed. 272 273 Mayor Rafferty noted that there are eight cross trained officers; what’s preventing those 274 officers from providing services during the day. Director Swenson explained the status 275 of the cross trained officers. 276 277 Mayor Rafferty asked for a rough budget estimate and Director Swenson estimated 278 (roughly) $300,000 to $350,000. 279 280 Director Swenson noted that other jurisdictions have had difficulty finding and retaining 281 part time firefighters. It could result in asking for something different from the council 282 eventually. He recommends that the ball keep moving in order to address the situation 283 for the long term. 284 285 8. Council Updates on Boards/Commissions, City Council 286 287 The meeting was adjourned at 10:40 p.m. 288 289 These minutes were considered, corrected and approved at the regular Council meeting 290 held on July 26, 2021. 291 292 293 294 295 Julianne Bartell, City Clerk Rob Rafferty, Mayor 296 297 CITY COUNCIL WORK SESSION DRAFT 1 CITY OF LINO LAKES 1 MINUTES 2 3 DATE 4 TIME STARTED 5 TIME ENDED 6 MEMBERS PRESENT7 8 MEMBERS ABSENT : July 12, 2021 : 6:00 p.m. : 6:29 p.m. : Council Member Stoesz, Lyden, Ruhland, Cavegn and Mayor Rafferty : None 9 Staff members present: City Administrator Sarah Cotton; Community Development 10 Director Michael Grochala; City Planner Katie Larsen; Director of Public Safety John 11 Swenson; City Clerk Julie Bartell 12 13 1. Review Regular Agenda of July 12, 2021 14 15 Item 6A, 426 Pine Street - City Planner Larsen explained the two resolutions presented 16 to the council and provided a quick history. A CUP was previously issued with a limit of 17 horses allowed and the option of increasing the number of horses with a manure 18 management plan. The applicant has an acceptable manure management plan and can 19 have 25 horses. The current request is to amend the previous CUP and to obtain a 20 variance for more horses. Staff is presenting a resolution that would allow the 12.5 21 horses increased to 25 horses with an approved manure management plan. That 22 resolution was approved by the Planning and Zoning Board; the resolution requesting a 23 variance to allow additional horses was not approved. Ms. Larsen noted that the 24 applicant has requested a postponement to allow for all councilmembers to visit the 25 property. 26 27 Mayor Rafferty remarked that he thinks it’s a fair request to ask for decision makers to 28 visit the property. 29 30 Councilmember Stoesz noted that Lino Lakes is unique and this is one of the unique 31 properties. It deserves to be reviewed. 32 33 Councilmember Ruhland said he’d like the opportunity to visit the property. 34 35 Mayor Rafferty asked if the attorney/applicant would like to offer comments. Attorney 36 remarked that this involves a really unique property and it deserves a review. It’s been a 37 part of the community for fifty plus years. 38 39 Applicant Christopher Stowe explained his experience. He believes he was housing 40 horses at the property prior to the City’s change in regulations. The property is unique. 41 He explained the arena on the property and its large size. He’s been told that his 42 buildings are non-compliant and also that the property zoning is different than when he 43 purchased it. He has historical minutes that indicate the zoning/conditional use on the 44 CITY COUNCIL WORK SESSION DRAFT 2 property. It seems like he is facing an onerous situation. 45 46 Mayor Rafferty asked the council to take the opportunity to visit the property in the next 47 two or three weeks. The matter is will be delayed in the meantime. 48 49 Item 6B, Glamos Wire, Inc. 2300 Main Street – City Planner Larsen briefly reviewed 50 the staff report and recommendations. Specifics will be reviewed at the council meeting. 51 Screening and security are being addressed with a fence proposal. 52 53 The meeting was adjourned at 6:25 p.m. 54 55 These minutes were considered, corrected and approved at the regular Council meeting held on 56 July 26, 2021. 57 58 59 60 61 Julianne Bartell, City Clerk Rob Rafferty, Mayor 62 63 COUNCIL MINUTES DRAFT 1 1 LINO LAKES CITY COUNCIL 2 REGULAR MEETING 3 MINUTES 4 5 DATE : July 12, 2021 6 TIME STARTED : 6:30 p.m. 7 TIME ENDED : 6:50 p.m. 8 MEMBERS PRESENT : Councilmember Stoesz, Lyden, 9 Ruhland, Cavegn and Mayor Rafferty 10 MEMBERS ABSENT : 11 12 Staff members present: City Administrator Sarah Cotton; Community Development Director 13 Michael Grochala; Public Safety Director John Swenson; City Planner Katie Larsen; City Clerk 14 Julie Bartell 15 16 PUBLIC COMMENT 17 Dorothy Rademacher, 6635 184th St, representing the Chain of Lakes Rotary, Quad Chamber of 18 Commerce and American Legion upcoming special events. She requested that the council 19 authorize funding (funds budgeted for Blue Heron Days and from the area tourism association were 20 mentioned). She noted the work of the organizing group to pull the events together. She thanked 21 staff for their work and patience in bringing the permit requests forward. 22 SETTING THE AGENDA 23 The agenda was approved as presented. 24 CONSENT AGENDA 25 Councilmember Ruhland moved to approve the Consent Agenda, Items 1A through 1H as 26 presented. Councilmember Lyden seconded the motion. Motion carried on a voice vote. 27 28 ITEM ACTION 29 Consideration of Expenditures: 30 A) July 12, 2021 (Check No. 114594 through 114681) in the 31 Amount of $864,797.47 Approved 32 B) Consider Approval of June 28, 2021 Council 33 Work Session Minutes Approved 34 C) Consider Approval of June 28, 2021 Council Minutes Approved 35 D) Consider Approval of June 28, 2021 Closed Council Minutes Approved 36 E) Consider Approval of Resolution 21-71 American Legion Special 37 Event Fundraiser/Corn Roast Approved 38 F) Consider Approval of Resolution 21-72, Lino Lakes Community 39 Festival, Lino Lakes Chain of Lakes Rotary Approved 40 COUNCIL MINUTES DRAFT 2 G) Consider Approval of Resolution 21-74, Quad Area Community 41 Family Fun Festival Approved 42 H) Consider Approval of Resolution No. 21-63, Rescinding 43 Declaration of Local State of Emergency Approved 44 FINANCE DEPARTMENT REPORT 45 There was no report from the Finance Department. 46 ADMINISTRATION DEPARTMENT REPORT 47 There was no report from the Administration Department. 48 PUBLIC SAFETY DEPARTMENT REPORT 49 There was no report from the Public Safety Department. 50 PUBLIC SERVICES DEPARTMENT REPORT 51 There was no report from the Public Services Department. 52 COMMUNITY DEVELOPMENT REPORT 53 6A) 426 Pine Street: i. Consider Resolution No. 21-67, Approving a Conditional Use Permit for 54 Commercial Stables; ii. Consider Resolution No. 21-68, Denying a Variance to Increase the Number 55 of Animal Units – City Planner Larsen noted that the applicant has requested a continuation to allow 56 for councilmembers to visit the property. The council concurred with the request. 57 Councilmember Stoesz moved to postpone consideration of Resolution No. 21-67 and Resolution No. 58 21-68 to the August 9, 2021 council meeting. Councilmember Ruhland seconded the motion. Motion 59 carried on a voice vote. 60 6B) Glamos Wire, Inc. (2300 Main Street): i. Consider Resolution No. 21-69 Approving 61 Conditional Use Permit for Open and Outdoor Storage; ii. Consider Resolution No. 21-70 Approving 62 Site Improvement Performance Agreement – City Planner Larsen reviewed a PowerPoint presentation 63 that included information on: 64 - Request for conditional use to allow for open and outdoor storage; 65 - Background; 66 - Zoning; 67 - Site Plan; 68 - Fencing plan; 69 - Outdoor Storage Requirements; 70 - Alternative screen request of applicant (not recommended by staff and Planning and Zoning 71 Board); 72 - Findings of Fact (consistency, etc); 73 - Planning and Zoning Board recommended approval with waiver of shrub requirement. 74 COUNCIL MINUTES DRAFT 3 Councilmember Cavegn asked if the shrub waiver would be all sides and Ms. Larsen said yes. That is 75 based on the existance of vegation already. 76 77 Councilmember Ruhland asked if you can see through the fence and staff said no. It’s a backyard type 78 privacy fence. 79 Councilmember Stoesz noted the 35% security requirement and asked who would receive the deposit? 80 Ms. Larsen said the City will receive and hold that standard deposit; it’s normally done within a year. 81 Mayor Rafferty noted that he visited the property and saw the operation. It’s a good commercial 82 operation that is utilizing an existing building in the City. 83 Councilmember Stoesz moved to approve Resolution No. 21-69 and Resolution No. 21-70 as 84 presented. Councilmember Lyden seconded the motion. Motion carried on a voice vote. 85 UNFINISHED BUSINESS 86 There was no Unfinished Business. 87 88 NEW BUSINESS 89 There was no New Business. 90 91 COMMUNITY EVENTS 92 There were no events announced. 93 COMMUNITY CALENDAR 94 95 Community Calendar – A Look Ahead 96 July 12, 2021 through July 26, 2021 97 Wednesday, July 14 6:30 pm, Council Chambers Planning & Zoning Board 98 Monday, July 26 6:00 pm, Community Room Council Work Session 99 Monday, July 26 6:30 pm, Council Chambers City Council Meeting 100 101 102 The Council received an update from Councilmember Stoesz on Blue Heron Days planning 103 activities. There were several permit requests approved on the Consent Agenda today. City 104 Administrator Cotton added that the event permit for the parade itself will be presented at the next 105 council meeting; applications are still being received. 106 107 ADJOURN 108 109 There being no further business, Councilmember Cavegn moved to adjourn at 6:50 p.m. 110 Councilmember Ruhland seconded the motion. Motion carried on a voice vote. 111 112 These minutes were considered and approved at the regular Council Meeting on July 26, 2021. 113 114 115 116 COUNCIL MINUTES DRAFT 4 117 Julianne Bartell, City Clerk Rob Rafferty, Mayor 118 119 CITY COUNCIL AGENDA ITEM 1E STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy City Clerk MEETING DATE: July 26, 2021 TOPIC: Consider Resolution No. 21-79, Approving an Application for a Special Event Permit for a 50th Wedding Anniversary Party at the American Legion Post 566 VOTE REQUIRED: Simple Majority (3/5 Vote Required) BACKGROUND: The American Legion Post 566 has applied for a Special Event Permit to hold a 50th Wedding Anniversary Party. Applicant has proposed to fence off a portion of their property to include a tent area outside. Applicant has also proposed to have a band outside from 4:00 p.m.to 8:00 p.m. on August 28, 2021. The application has been reviewed by staff, including the public safety department. The applicant has been provided with a list of safety conditions. The applicant has agreed to comply with the conditions and to address any other safety considerations that may arise. The applicant has provided a Certificate of Insurance covering this event. Therefore, staff is presenting for city council consideration of a resolution authorizing the issuance of a Special Event Permit for the American Legion Post 566. RECOMMENDATION: Approve Resolution No. 21-79, authorizing issuance of a Special Event Permit for a 50th Wedding Anniversary Party. ATTACHMENT: Resolution No. 21-79 American Legion Location Map CITY OF LINO LAKES RESOLUTION NO. 21-79 APPROVING APPLICATION FOR A SPECIAL EVENT PERMIT FOR AN EVENT HELD AT THE AMERICAN LEGION POST 566 ON AUGUST 28, 2021 WHEREAS, the Commander of American Legion Post 566 has submitted an application for a special event permit; and WHEREAS, the event plan includes live music outside from 4:00 p.m. to 8:00 p.m. on Saturday, August 28, 2021; and WHEREAS, the Legion has indicated that all patrons or members attending the event will receive a proper identification check to ensure no underage alcohol service will occur; and WHEREAS, the Public Safety Department has reviewed plans for the event and has provided conditions for the permit: and WHEREAS, Applicant will ensure that event is compliant with City Ordinance 901.03 (4a) Public Nuisances Affecting Peace and Safety; and WHEREAS, Applicant will follow State Fire Code for tents to ensure that the event is conducted in manner that meets the MN State Fire Code. Minimum of three 2A10BC fire extinguishers need to be on location in the tent area, “No Smoking” signs need to be displayed throughout the area, No pyrotechnics are allowed, No parking within 20 feet of the tent. Measured from stakes, Clearance to property line needed to 20 feet. Measured from stakes; Certificate of flame retardant for all panels of tent; and WHEREAS, Telephone service shall be in place sufficient to connect to emergency services; and WHEREAS, Event will end as articulated in the application; and WHEREAS, proof of general liability insurance has been submitted by the American Legion to cover all events held on their property; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes, Minnesota: That the City Council authorizes issuance of a Special Event Permit to the American Legion Post 566 for the event scheduled on August 28, 2021. Adopted by the Council of the City of Lino Lakes this 26th day of July, 2021. The motion for the adoption of the foregoing resolution was introduced by Council Member _____________and was duly seconded by Council Member _____________ and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: _____________________ Rob Rafferty, Mayor ATTEST: ________________________ Julianne Bartell, City Clerk CITY COUNCIL AGENDA ITEM 1F STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy City Clerk MEETING DATE: July 26, 2021 TOPIC: Consider Resolution No. 21-80, Approving an Application for a Special Event Permit and 1-4 Day Temporary Liquor License for Centennial Dance Team Fundraiser at the American Legion Post 566 VOTE REQUIRED: Simple Majority (3/5 Vote Required) BACKGROUND: The Centennial Dance Team has applied for a Special Event Permit to hold a fundraiser at the American Legion Post 566. Applicant has proposed to fence off a portion of their property to include a tent area outside. Applicant is proposing to have food trucks. Applicant has also proposed to have a DJ outside from 4:00 p.m.to 9:00 p.m. as well as games under the tent on August 27, 2021. The application has been reviewed by staff, including the public safety department. The applicant has been provided with a list of safety conditions. The applicant has agreed to comply with the conditions and to address any other safety considerations that may arise. The applicant has provided a Certificate of Insurance covering this event. Therefore, staff is presenting for city council consideration of a resolution authorizing the issuance of a Special Event Permit for the American Legion Post 566. RECOMMENDATION: Approve Resolution No. 21-80, authorizing issuance of a Special Event Permit for Centennial Dance Team Fundraiser at the American Legion Post 566. ATTACHMENT: Resolution No. 21-80 American Legion Location Map CITY OF LINO LAKES RESOLUTION NO. 21-80 APPROVING APPLICATION FOR A SPECIAL EVENT PERMIT FOR AN EVENT HELD AT THE AMERICAN LEGION POST 566 ON AUGUST 27, 2021 WHEREAS, the Commander of American Legion Post 566 has submitted an application for a special event permit; and WHEREAS, the event plan includes a DJ music outside from 4:00 p.m. to 9:00 p.m. on Friday, August 27, 2021; and WHEREAS, the Legion has indicated that all patrons or members attending the event will receive a proper identification check to ensure no underage alcohol service will occur; and WHEREAS, the Public Safety Department has reviewed plans for the event and has provided conditions for the permit: and WHEREAS, Applicant will ensure that event is compliant with City Ordinance 901.03 (4a) Public Nuisances Affecting Peace and Safety; and WHEREAS, Food truck vendors are required to contact the Anoka County Environmental Services at 763-324-4260 for permission to operate in the City; and WHEREAS, Food truck vendors are required to provide state licensing information as well as Anoka County Environmental Services licensing to the American Legion Post 566; and WHEREAS, Food vendors are required to be at least 20 feet from structures; and WHEREAS, Applicant will follow State Fire Code for tents to ensure that the event is conducted in manner that meets the MN State Fire Code. Minimum of three 2A10BC fire extinguishers need to be on location in the tent area, “No Smoking” signs need to be displayed throughout the area, No pyrotechnics are allowed, No parking within 20 feet of the tent. Measured from stakes, Clearance to property line needed to 20 feet. Measured from stakes; Certificate of flame retardant for all panels of tent; and WHEREAS, Telephone service shall be in place sufficient to connect to emergency services; and WHEREAS, Event will end as articulated in the application; and WHEREAS, proof of general liability insurance has been submitted by the American Legion to cover all events held on their property. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes, Minnesota: That the City Council authorizes issuance of a Special Event Permit to the American Legion Post 566 for the event scheduled on August 27, 2021. Adopted by the Council of the City of Lino Lakes this 26th day of July, 2021. The motion for the adoption of the foregoing resolution was introduced by Council Member _____________and was duly seconded by Council Member _____________ and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: _____________________ Rob Rafferty, Mayor ATTEST: ________________________ Julianne Bartell, City Clerk CITY COUNCIL AGENDA ITEM 1G STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy City Clerk MEETING DATE: July 26, 2021 TOPIC: Consider Resolution No. 21-81, Approving an Application for a Special Event Permit to Living Waters Lutheran Church Summer Outdoor Concert Series VOTE REQUIRED: Simple Majority (3/5 Vote Required) BACKGROUND: Pastor Ivy Huston has applied for a Special Event Permit to hold a summer concert series at Living Waters Lutheran Church on July 28, August 4 and August 11. Applicant has proposed to have music groups such as a folk/guitar musician, a solo singer/guitarist and the Teddy Bear Band. The events will take place 6:30 p.m. to 8:00 p.m. on designated evenings. The applicant has proposed to have food trucks at the event as well as informational tables from ABC Preschool and the Boy Scouts. The application has been reviewed by staff, including the Public Safety Department. The applicant has been provided with a list of safety conditions. The applicant has agreed to comply with the conditions and to address any other safety considerations that may arise. The applicant has provided a Certificate of Insurance covering this event. Therefore, staff is presenting for city council consideration of a resolution authorizing the issuance of a Special Event Permit for Living Waters Lutheran Church. RECOMMENDATION: Approve Resolution No. 21-81 authorizing issuance of a Special Event Permit for a Living Waters Lutheran Church Summer Outdoor Concert Series. ATTACHMENT: Resolution No. 21-81 Living Waters Lutheran Church Location Map CITY OF LINO LAKES RESOLUTION NO. 21-81 APPROVING APPLICATION FOR A SPECIAL EVENT PERMIT FOR AN EVENT HELD AT LIVING WATERS LUTHERAN CHURCH JULY 28, AUGUST 4 AND AUGUST 11, 2021 WHEREAS, Pastor Ivy Huston of Living Waters Lutheran Church has submitted an application for a special event permit; and WHEREAS, the event plan includes live music outside from 6:30 p.m. to 8:00 p.m. July 28, August 4 and August 11, 2021; and WHEREAS, Food truck vendors are required to contact the Anoka County Environmental Services at 763-324-4260 for permission to operate in the City; and WHEREAS, Food truck vendors are required to provide state licensing information as well as Anoka County Environmental Services licensing to Living Waters Lutheran Church; and WHEREAS, Food vendors are required to be at least 20 feet from structures; and WHEREAS, Applicant will ensure that event is compliant with City Ordinance 901.03 (4a) Public Nuisances Affecting Peace and Safety; and WHEREAS, Telephone service shall be in place sufficient to connect to emergency services; and WHEREAS, Event will end as articulated in the application; and WHEREAS, the Public Safety Department has reviewed the application and event plans; and WHEREAS, proof of general liability insurance has been submitted by Living Waters Lutheran Church to cover all events held on their property; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes, Minnesota: That the City Council authorizes issuance of a Special Event Permit to the Living Waters Lutheran Church for the July 28, August 4 and August 11, 2021. Adopted by the Council of the City of Lino Lakes this 26th day of July, 2021. The motion for the adoption of the foregoing resolution was introduced by Council Member _____________and was duly seconded by Council Member _____________ and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: _____________________ Rob Rafferty, Mayor ATTEST: ________________________ Julianne Bartell, City Clerk CITY COUNCIL AGENDA ITEM 1H STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy City Clerk MEETING DATE: July 26, 2021 TOPIC: Consider Resolution No. 21-78 Approving an Application for a Temporary On-Sale Liquor License and Special Event Permit for the American Legion Post 566 Lino Lakes Family Fun Days VOTE REQUIRED: Simple Majority (3/5 Vote Required) BACKGROUND: The American Legion Post 566 has applied for a Temporary On-Sale Liquor License and a Special Event Permit for Lino Lakes Family Fun Days August 20th - 21st, 2021. The American Legion will be fencing off a portion of their property for this event. The Minnesota Alcohol and Gambling Enforcement Division requires a 1 – 4 Day Temporary On-Sale Liquor License to allow the consumption of alcohol in an outdoor area. The applicant is required to submit their request to the City for local approval before the application is submitted to the state for final consideration. The American Legion has requested to use city owned property on the corner of 77th Street and Lake Drive on Friday, August 20 for a family movie night as well as Saturday for overflow parking. The American Legion has submitted to the City an application for a Special Event. The application has been reviewed by staff, including the public safety department. The applicant has been provided with a list of safety conditions. The applicant has agreed to comply with the conditions and to address any other safety considerations that may arise. Therefore, staff is presenting for city council consideration of Resolution 21-78 authorizing the issuance of a Temporary On-Sale Liquor License and a Special Event Permit for the American Legion Post 566. RECOMMENDATION: Approve Resolution No. 21-78 authorizing issuance of a 1-4 Day Temporary On-Sale Liquor License and a Special Event Permit for the American Legion Post 566 Lino Lakes Family Fun Days. ATTACHMENTS: Resolution 21-78 Maps of the Event CITY OF LINO LAKES RESOLUTION NO. 21-78 APPROVING APPLICATION FOR A TEMPORARY ON-SALE LIQUOR LICENSE AND A SPECIAL EVENT FOR THE AMERICAN LEGION FAMILY FUN DAYS AUGUST 20 – 21, 2021 WHEREAS, the Commander of American Legion Post 566 has submitted an application for a special event permit; and WHEREAS, the event plan includes live music outside from 4:00 p.m. to 8:00 p.m. on Friday, August 20, and Saturday, August 21, 2021; and WHEREAS, applicant has indicated that all patrons or members attending the event will receive a proper identification check to ensure no underage alcohol service will occur; and WHEREAS, applicant will ensure that event is compliant with City Ordinance 901.03 (4a) Public Nuisances Affecting Peace and Safety; and WHEREAS, proof of general liability insurance has been submitted by the American Legion to cover all events held on their property as well as the event held on city property; WHEREAS, applicant has requested to use the City’s property on the corner of 77th and Lake Drive to hold a movie night on Friday, August 20 as well as use the lot for overflow parking Saturday, August 21; and WHEREAS, Alcohol will not be allowed on City property; and WHEREAS, city property shall be left in the same condition it is found. The applicant will need to fence off the garden area containing water spigots with orange construction fence to avoid any damage. WHEREAS, the Lino Lakes Public Safety Department has the following conditions: (1) The applicant has plans for parking vehicles including size and location of lots, points of access; and proof of permission for use of property upon which the special event is to be held or upon which parking may occur, and in the case of County right-of-way, proper documentation from the County approving the plans. (2) Applicant will provide security on premise ensuring there is no violations of laws and ordinances or disruptive behavior. (3) Applicant will provide all staff and/or volunteers working this event with training that focuses on prevention of over service of alcohol and other means to safely serve customers. (4) Plans for sound control and sound amplification, if any, including number, location, and power of amplifiers and speakers; all reasonably necessary precautions shall be taken by the applicant to insure that the sound of the assembly will not carry unreasonably beyond the enclosed boundaries of the location of the assembly. (5) Plans to meet the requirements of the State Fire Code, including but not limited to the following: i. Minimum of three 2A10BC fire extinguishers need to be on location in the tent area; ii. “No Smoking” signs need to be displayed throughout the area. iii. No pyrotechnics are allowed. iv. No parking within 20 feet of the tent. Measured from stakes. v. Clearance to property line needed to 20 feet. Measured from stakes; vi. Certificate of flame retardant for all panels of tent. (6) Telephone service shall be in place sufficient to connect to emergency services. (7) Event will end as articulated in the application. (8) Applicant is responsible for the placement and removal of all event signage to include road closure signage and adjacent property notification. WHEREAS, all trash and cans from the event shall be cleaned up by the next morning both days. WHEREAS, city staff has reviewed the Application for Permit for the festival event for concurrence with city regulations; and WHEREAS, the Lino Lakes Public Safety Department has conducted a background and found no reason to deny; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes, Minnesota: That the City Council hereby approves the applications for a Temporary On-Sale Liquor License, and a Special Event permit. Adopted by the Council of the City of Lino Lakes this 26th day of July, 2021. The motion for the adoption of the foregoing resolution was introduced by Council Member _____________and was duly seconded by Council Member _____ and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: _____________________ Rob Rafferty, Mayor ATTEST: ___________________________ Julianne Bartell, City Clerk CITY COUNCIL AGENDA ITEM 2A STAFF ORIGINATOR: Hannah Lynch, Finance Director MEETING DATE: July 26, 2021 TOPIC: Public Hearing for and Consideration of Resolution No. 21-77, Providing Host Approval to the Issuance of Revenue Obligations by the City of Bethel for the Benefit of Lyngblomsten of Lino Lakes, LLC VOTE REQUIRED: 3/5 BACKGROUND Lyngblomsten at Lino Lakes, LLC (the “Borrower”) is looking to finance the acquisition, construction, and equipping of an approximately 167-unit senior housing development, including approximately 96 independent living apartments, 20 detached independent living townhomes, 35 assisted living units, and 16 assisted memory care units (the “Project”), to be located near the intersection of Hodgson Road and County Road J/Ash Street in the City. The Project will be owned and operated by the Borrower. The Borrower has requested that the City of Bethel issue revenue obligations to finance the Project. In order for the City of Bethel to issue the Revenue Note, the City of Lino Lakes must grant “host approval” to the issuance of the Note. State Statute authorizes a municipality to issue obligations to finance the acquisition or improvement of property located outside of the corporate boundaries of such municipality if the governing body of the city in which the property is located consents by resolution to the issuance of such obligations. The City of Lino Lakes is not able to issue the revenue obligations for the Borrower due to the City’s General Obligation Street Reconstruction Bonds, Series 2021A which sold on July 15, 2021. These bonds were designated “bank qualified” and a city is limited to issuing $10,000,000 of bank-qualified bonds per year. Further explanation is provided in the attached letter from Julie Eddington, the City’s Bond Counsel. She will be in attendance at the July 26th meeting to answer any questions. RECOMMENDATION Following the public hearing, staff recommends approval of Resolution No. 21-77. ATTACHMENTS Host Approval Letter Resolution No. 21-77 Offices in Minneapolis Saint Paul St. Cloud 150 South Fifth Street Suite 700 Minneapolis, MN 55402 (612) 337-9300 telephone (612) 337-9310 fax www.kennedy-graven.com Affirmative Action, Equal Opportunity Employer Error! Unknown document property name. JULIE A. EDDINGTON Attorney at Law Direct Dial (612) 337-9213 Email: jeddington@kennedy-graven.com July 20, 2021 Hannah Lynch Finance Director City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 Re: Host approval for Lyngblomsten senior housing project Dear Hannah, Lyngblomsten at Lino Lakes, LLC, a Minnesota limited liability company, or any of its affiliates (collectively, the “Borrower”) has proposed to acquire, construct, and equip an approximately 167-unit senior housing development, including approximately 96 independent living apartments, 20 detached independent living townhomes, 35 assisted living units, and 16 assisted memory care units (the “Project”) to be located near the intersection of Hodgson Road and County Road J/Ash Street in the City of Lino Lakes (the “City”). The Borrower will own and operate the Project, which will be used to further the Corporation’s mission to promote dignity through providing informed choices for senior living options and orchestrating the best life possible for senior citizens. In order to finance the Project, the Borrower and the Corporation have requested that the City of Bethel (the “City of Bethel”) issue one or more series of revenue obligations (the “Notes”), in the approximate maximum principal amount of $45,000,000. Pursuant to Minnesota Statutes, Section 471.656, a city is authorized to issue obligations to finance the acquisition or improvement of property located outside of the corporate boundaries of such city if the obligations are issued under a joint powers agreement between the city issuing the obligations and the city in which the property to be acquired or improved is located. Under Minnesota Statutes, Section 471.59, by the terms of a joint powers agreement entered into through action of their governing bodies, two or more cities may jointly or cooperatively exercise any power common to the contracting parties or any similar powers, including those which are the same except for the territorial limits within which they may be exercised and the joint powers agreement may provide for the exercise of such powers by one or more of the participating cities on behalf of the other participating cities. The Corporation and the Borrower request that the City Council (the “Council”) of the City grant “host approval” for the issuance of the Notes by the City of Bethel, a portion of the proceeds of which will be used to finance the Project. The City of Lino Lakes is unable to issue the Notes due to the fact that the City issued its own bank-qualified bonds this year. If Lino Lakes had agreed to issue the Notes for the Project, the City would not have been able to designate its general obligations bonds as bank-qualified. The Council has been asked to conduct a public hearing on July 26, 2021, on the proposed issuance of the Notes by the City of Bethel and to consider granting host approval to the issuance of such Notes. Following the public hearing, the Council will be asked to consider the enclosed resolution for the purposes Error! Unknown document property name. described herein. If the Council authorizes the City of Bethel to issue the Notes, the Notes will be issued as a conduit revenue bond of the City of Bethel secured solely by the revenues derived from the loan agreement to be executed by the Borrower and from other security provided by the Borrower. The Notes will not constitute a general or moral obligation of the City, will not be secured by or payable from any property or assets of the City, and will not be secured by any taxing power of the City. The Notes will not be subject to any debt limitation imposed on the City and the issuance of the Notes will not have any adverse impact on the credit rating of the City, even in the event that the Borrower encounters financial difficulties with respect to the Project. Please contact me if you have questions regarding the foregoing. Sincerely, Julie A. Eddington CITY OF LINO LAKES, MINNESOTA RESOLUTION NO. 21-77 RESOLUTION PROVIDING HOST APPROVAL TO THE ISSUANCE OF REVENUE OBLIGATIONS BY THE CITY OF BETHEL FOR THE BENEFIT OF LYNGBLOMSTEN OF LINO LAKES, LLC BE IT RESOLVED by the City Council (the “City Council”) of the City of Lino Lakes, Minnesota (the “City”), as follows: Section 1. Recitals. 1.01. Pursuant to Minnesota Statutes, Chapter 462C, as amended (the “Act”), a municipality is authorized to carry out the public purposes described in the Act by providing for the issuance of revenue bonds to provide funds to finance multifamily housing developments (including independent living, assisted living, and memory care facilities). 1.02. Minnesota Statutes, Section 471.656, as amended, authorizes a municipality to issue obligations to finance the acquisition or improvement of property located outside of the corporate boundaries of such municipality if the obligations are issued under a joint powers agreement between the municipality issuing the obligations and the municipality in which the property to be acquired or improved is located. Pursuant to Minnesota Statutes, Section 471.59, as amended, by the terms of a joint powers agreement entered into through action of their governing bodies, two or more municipalities may jointly or cooperatively exercise any power common to the contracting parties or any similar powers, including those which are the same except for the territorial limits within which they may be exercised and the joint powers agreement may provide for the exercise of such powers by one or more of the participating governmental units on behalf of the other participating units. 1.03. Lyngblomsten at Lino Lakes, LLC, a Minnesota limited liability company, or any of its affiliates (collectively, the “Borrower”), the sole member of which is Lyngblomsten Services, Inc., a Minnesota nonprofit corporation, has proposed that the City approve the issuance by the City of Bethel, Minnesota (the “Issuer”) of one or more series of revenue obligations (the “Notes”) in the approximate maximum principal amount of $45,000,000, pursuant to Act and Minnesota Statutes, Sections 471.59 and 471.656, as amended (the “Joint Powers Act”). The Borrower intends to apply the proceeds of the Notes to acquire, construct, and equip an approximately 167-unit senior housing development, including approximately 96 independent living apartments, 20 detached independent living townhomes, 35 assisted living units, and 16 assisted memory care units (the “Project”), to be located near the intersection of Hodgson Road and County Road J/Ash Street in the City. The Borrower will own and operate the Project. 1.04. Section 147(f) of the Internal Revenue Code of 1986, as amended (the “Code”), and regulations promulgated thereunder require that, prior to the issuance of the Notes, the City Council must consent to the issuance of the Notes by the Issuer after conducting a public hearing thereon preceded by publication of a notice of public hearing (in the form required by Section 147(f) of the Code and applicable regulations) in a newspaper of general circulation within the City at least seven (7) days prior to the public hearing date. 1.05. A notice of public hearing (the “Public Notice”) was published at least seven (7) days before the regularly scheduled meeting of the City Council on the date hereof in the Quad Community Error! Unknown document property name. 2 Press, the official newspaper of and a newspaper of general circulation in the City, with respect to the required public hearing under Section 147(f) of the Code. 1.06. On the date hereof, the City Council conducted a public hearing at which a reasonable opportunity was provided for interested individuals to express their views, both orally and in writing, on providing consent to the issuance of the Notes by the Issuer pursuant to the requirements of Section 147(f) of the Code and the regulations promulgated thereunder. 1.07. The City and the Issuer are proposing to enter into a Cooperative Agreement (the “Cooperative Agreement) pursuant to which the City will consent to the issuance of the Notes by the Issuer to finance the Project, and the Issuer will agree to issue the Notes for such purpose, in accordance with the provisions of the Joint Powers Act. Section 2. Approvals. 2.01. The City Council finds that it is in the best interest of the City to approve the issuance of the Notes by the Issuer to finance the Project and hereby consents to the issuance of the Notes by the Issuer in an approximate principal amount not to exceed $45,000,000. 2.02. The Mayor and the City Administrator are hereby authorized and directed to execute and deliver the Cooperative Agreement and any other documents deemed necessary to fulfill the intentions of this resolution. All of the provisions of the Cooperative Agreement, when executed and delivered as authorized herein, shall be deemed to be a part of this resolution as fully and to the same extent as if incorporated verbatim herein and shall be in full force and effect from the date of execution and delivery thereof. The Cooperative Agreement shall be substantially in the form on file with the City which is hereby approved, with such omissions and insertions as do not materially change the substance thereof, or as the Mayor and the City Administrator, in their discretion, shall determine, and the execution thereof by the Mayor and the City Administrator shall be conclusive evidence of such determination. 2.03. The Mayor and City Administrator and other officers, employees, and agents of the City are hereby authorized and directed to prepare and furnish to bond counsel and the original purchaser of the Notes certified copies of all proceedings and records of the City relating to the approval of the issuance of the Notes, including a certification of this resolution. 2.04. The Borrower shall pay to the City any and all costs paid or incurred by the City in connection with the Notes or the financing contemplated herein, whether or not the financing is carried to completion, and whether or not the Notes or operative instruments are executed and delivered. 2.05. This resolution shall be in full force and effect from and after its passage. Adopted by the City Council of the City of Lino Lakes, Minnesota this 26th day of July, 2021. Error! Unknown document property name. 3 The motion for the adoption of the foregoing resolution was introduced by Council Member _______________ and was duly seconded by Council Member ________________ and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk CITY COUNCIL AGENDA ITEM 3A STAFF ORIGINATOR: Meg Sawyer, Human Resources Manager MEETING DATE: July 26, 2021 TOPIC: Consider Appointment of Police Officer VOTE REQUIRED: 3/5 INTRODUCTION The Council is being asked to approve the appointment of Samantha Bergeron to a vacant Police Officer position in the Public Safety Department. BACKGROUND There are currently two vacant Police Officer positions within the Public Safety Department. At this time, staff has provided a conditional offer, and is recommending the approval of Samantha Bergeron for the position. Samantha Bergeron is currently employed as a part-time CSO for the City of Lino Lakes. Sam graduated from Metro State with Bachelor’s Degree in Law Enforcement. She will have met all POST mandates by July 26, 2021. The hourly rate of pay would be $35.85, which is the Starting Step of the union wage schedule. The wage schedule has six steps. With the Council’s approval, Samantha Bergeron would start in the position of Police Officer on August 2, 2021. RECOMMENDATION Approve the appointment of Samantha Bergeron for the Police Officer position. CITY COUNCIL AGENDA ITEM 3B STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy City Clerk MEETING DATE: July 26, 2021 TOPIC: Consider Resolution No. 21-83, Application of a Permit for the Proposed Blue Heron Parade VOTE REQUIRED: 3/5 BACKGROUND The City has received an application for a permit to conduct a parade on Saturday, August 21 from approximately 11:00 a.m. to 12:30 p.m. The applicant and the event coordinator, Dale Stoesz, has been working with city staff on the event details and has provided the following information. He anticipates approximately 60-80 units in the parade; the proposed route for the parade would be Lake Drive from Marketplace Drive to James Street, with a staging area in the Kohl’s and Super Target parking lots. As of Friday, July 23 there have been 15 applications received. The Public Works Department and the Police Department have reviewed the permit application. The applicant must continue to follow instructions on safety and signage measures up to and through the time of the parade. Anoka County has authorized the road closure for this event. The event is contingent upon receiving approvals from Kohl’s and Target for use of their property for the parade staging area. The Event Coordinator, Dale Stoesz will be presenting a budget for council consideration. The City received a $3,500 Member City Grant from Twin Cities Gateway in 2021 to assist with advertising, marketing, and promotional efforts for events/activities occurring in the City. In addition, there is approximately $13,000 remaining in the BHD Fund, which is carryover from prior year city sponsored events. RECOMMENDATION Request Council Direction ATTACHMENTS Map of Parade Route CITY OF LINO LAKES RESOLUTION NO. 21-83 APPROVING APPLICATION FOR A SPECIAL EVENT FOR THE BLUE HERON PARADE, AUGUST 21, 2021 WHEREAS, the City has received a parade permit application for a proposed parade along Lake Drive on August 21, 2021; and WHEREAS, the permit application was reviewed for compliance with the City of Lino Lakes code of ordinances; and WHEREAS, the applicant must provide traffic control agents or Public Safety personnel at all intersections requiring traffic control; and WHEREAS, the applicant will provide volunteers to monitor the barricades at all intersections not requiring traffic control personnel; and WHEREAS, the applicant will provide, install and remove barricades, signs and delineation equipment as directed by either Public Works or the Public Safety Department; and WHEREAS, the permit application has been reviewed by the Public Safety Department and Public Works Department; and WHEREAS, the Blue Heron Parade coordinator is required to have proper approvals in place from Kohl’s and Target for use of their property; and WHEREAS, the Blue Heron Parade coordinator has proper approvals in place from the Anoka County Highway Department; and WHEREAS, the Blue Heron Parade coordinator is required to have telephone service in place sufficient to connect to emergency services; and WHEREAS, proof of general liability insurance will be in place to cover the event; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes: That the Parade Permit application for the Blue Heron Parade on August 21, 2021 is hereby approved with the above contingencies. Adopted by the City Council of the City of Lino Lakes this 26th day of July, 2021. The motion for the adoption of the foregoing resolution was introduced by Councilmember _______________and was duly seconded by Councilmember ________________ and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: _______________________________ Rob Rafferty, Mayor ATTEST: ________________________ Julianne Bartell, City Clerk 1 CITY COUNCIL AGENDA ITEM 6A STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: July 26, 2021 TOPIC: Lyngblomsten at Lino Lakes Addition i. Consider Resolution No. 20-94 approving PUD Final Plan/Final Plat ii. Consider Resolution No. 20-95 approving Development Agreement and PUD Agreement iii. Consider Resolution No. 21-82 approving Stormwater Re-Use Agreement VOTE REQUIRED: 3/5 INTRODUCTION In May 2020, the applicant, Lyngblomsten at Lino Lakes, LLC, submitted a land use application for PUD Final Plan/Final Plat for development of Phase 1, the senior living community. The Planning & Zoning Board reviewed the PUD Final Plan in June, July and August 2020. The City Council reviewed the final plans at the September 8, 2020 Work Session. Since then, City staff, the applicant, their design team and Anoka & Ramsey Counties have been working through the COVID pandemic finalizing plans and terms of the Development Agreement. Overall, the PUD Final Plans are the same as presented at the September 2020 Work Session. This staff report is based on the following submittals: • Revised PUD Development Stage Plan/Preliminary Plat Submittal (80 plan sheets) prepared by Wold Architects & Engineers, Loucks and AJA, Inc. revision date July 14, 2021 received by City on July 20, 2021 • PUD Final Plan/Final Plat Submittal (128 plan sheets) prepared by Wold, Loucks and AJA, Inc. revision date July 14, 2021 received by City on July 20, 2021 • Revised Storm Water Management Report, prepared by Anderson-Johnson Associates revision date July 14, 2021 • SWPPP prepared by Anderson-Johnson Associates, Inc. dated October 4, 2019 • 49 & J Road Concept Layout prepared by SEH dated September 29, 2020 • Design Guidelines prepared by Wold Architects & Engineers dated April 6, 2021 • Final Plat received on May 13, 2021 2 Previous Council Action • August 6, 2018: Council review of PUD Concept Plan • April 8, 2019: Ordinance No. 07-19 Rezoning Property from GB, General Business to PUD, Planned Unit Development o Details permitted, accessory, conditional and administrative uses specific to the 20 acre site • April 8, 2019: Resolution No. 19-42 Approving PUD Development Stage Plan/Preliminary Plat o Establishes development’s framework in regards to lot and yard requirements, height regulations, impervious surface and design guidelines • May 11, 2020: Resolution No. 20-44 approving PUD Development Stage Plan Amendment #1-Site Plan and Grading & Drainage Plan o This amendment omitted the clubhouse and revised the site plan and grading & drainage plans SUMMARY On June 10, 2020, the Planning & Zoning Board reviewed the PUD Final Plan/Final Plat and motioned to postpone recommendation to allow Lyngblomsten time to address some of the Boards concerns. On July 15, 2020, the Planning & Zoning Board held a special work session to review Lyngblomsten’s response. The following is a summary of discussion points from the June 10th, July 15th and August 12th meetings: Architecture and Exterior Elevations • Cottage Homes The Board requested an additional color scheme be added to the palette. A gray slate color was added for a total of 3 different color schemes (blue, sage and gray). • Senior Living Building The color palette was revised to include siding colors more similar to the original plan. The blue lap siding and white board 'n batten were applied differently to modify the overall exterior composition. A stone cap/ledge was better defined in the renderings between the stone and the siding to better differentiate between the materials. The heights of the parapets and main entrance were increased to provide more building variation and interest. The stone was removed from the exterior HVAC columns and utilized at grade to a minimum second floor height. There are no longer any (4) story elevations with siding only. The "eyebrow" elements are clad in the wood look fiberon product. The vertical signage at Gateway/Hodgson was removed from the East side. It remains on North and will be internally lit at night. • Height The following is a summary of the senior building height comparisons: 3 April 2019 Top of Wall + Parapet = Total May 2020 Top of Wall + Parapet = Total August 2020 Top of Wall + Parapet = Total Change (May 2020 to August 2020) 2 story-SC/MC 23’ + 2’ = 25’ 25’3”+ 2’11”=28’2” 23’3”+ 4’11”= 28’2” 0 3 story-AL 33’ + 4’ = 37’ 35’10”+1’5” = 37’3” 35’10” + 2’4” = 38’2” +0’11” 4 story-IL 43’ + 3’ = 46’ 46’6” + 2’6” = 49’0” 46’6” + 4’ 0” = 50’6” +1’ 6” Main Entrance 43’ + 5’ = 48’ 46’6” + 2’6” = 49’0” 50’6” + 1’ 8” = 52’ 2” +3’ 2” • Building Footprint The building footprint increased 2,805 sf. The total floor area decreased 5,407 sf due to design development. The preliminary floor area calculations included potential rooftop patios and fourth floor pub with outdoor dining spaces. Building Footprint Total Floor Area Senior Living Building 76,713 79,518 sf 292,462 287,055 sf It should also be noted the first floor Town Center increased from 13,227 sf to 18,160 sf to house amenities from the omitted clubhouse. The clubhouse was programmed for 4,450 sf of amenity space. Future Development of Lot 2, Block 2 and Outlot C The Board requested the future development of Lot 1, Block 2 and Outlot C be required to be reviewed by the Planning& Zoning Board. This will be presented to the Council for consideration. Signs It is not uncommon for residential care facilities and multi-family building to have wall signs. The senior building proposes a vertical wall sign on north side of the building. The applicant has expressed a strong interest in “branding” the development. Monuments signs are also common features in campus settings such as Lyngblomsten. Trash and Service Areas The Woodridge neighborhood expressed concerns regarding the fact the trash and services are not incorporated within the buildings as required in the Master Plan. • Commercial buildings must incorporate trash and service areas within the buildings rather than utilizing outdoor enclosures. This will conserve land and maximize the potential for outdoor seating and pedestrian friendly amenities. 4 The general intent of any trash enclosure requirement is to screen dumpsters, recyclable materials, and necessary handling equipment from public view. The generator, trash compactor, and dumpsters are located at the bottom of the parking garage entry and loading dock approximately 7 ft below grade. Decorative fencing, coniferous trees, landscaping and senior living building will provide additional screening. The Master Plan specifically references “commercial buildings” with the intent to conserve land and maximize outdoor seating. The commercial buildings for the development are located near the intersection of CSAH 49 and CR J. The senior living building is a residential, independent living and care facility and would not be subject to this commercial building requirement. The remainder of this is staff report is an update to the June 10, 2020 Planning & Zoning Board report and incorporates applicable revisions. BACKGROUND This staff report provides a comparison of the approved PUD Development Stage Plan/Preliminary Plat and the PUD Final Plan/Final Plat. Changes in the plans are either narratively described or shown as strikethrough (deletions) or underline (additions). Overall, the PUD Final Plan/Final Plat is consistent with the PUD Development Stage Plan/Preliminary Plat. General Site Plan Overview Lyngblomsten is proposing a 3 4 phased approach to redevelopment of 6 7 parcels totaling 20 acres located in the northwest quadrant of CSAH49 (Hodgson Road) and CR J (Ash Street). • Phase 1 is the senior living community consisting of the following housing options: Development Stage Plan (April 2019) Final Plan (July 2021) Difference Use # Units # Units # Units Cottage Homes 20 20 0 Senior Living Campus • Independent Living 100 96 -4 • Assisted-Living 50 35 -15 • Skilled Care 48 56 +8 • Memory Care 0 16 +16 TOTAL 218 223 +5 The market rate cottage homes are 1,400 sf 1,480 sf single level homes with 2 bedrooms and an attached 21’ x 21’ 20’ 10” x 20’ 10” garage. The houses include a 6 ft deep porch across the front of the house and a 10’ x 10’ patio in the rear. The senior living community independent and assisted-living units are market-rate and mid- range in price with a variety of 1- and 2-bedroom units and heated underground parking. 5 Through final design, the number of units shifted between uses. Memory care units are now incorporated into the Assisted Living wing. The Skilled Nursing Facility is now referred to as Skilled Care and will be constructed in a future phase of development. As approved by Resolution No. 20-44, the clubhouse and associated parking lot have been omitted from the original plans in order to provide additional stormwater management. The amenities proposed with the clubhouse have now been incorporated into the Town Center of the main senior living building. The size of the first floor Town Center has increased from 10,200 13,227 sf to 18,185 18,160 sf to accommodate the amenities. • Phase 2 is a stand-alone 6,000 sf restaurant with outdoor patio • Phase 3 is future commercial development • Phase 4 is the skilled care wing The senior living community and restaurant are located on one existing 17 acre parcel. The future commercial development will be a redevelopment of the remaining 5 6 parcels (3 acres) which is currently occupied by an insurance business, vacant liquor store, and recently demolished 49 Club. The development order of the future phases may vary. The development is accessed from CSAH 49 (Hodgson Road) and CR J (Ash Street) via an internal public road and two private roads. Zoning, Land Use and Density Current Zoning GB, General Business PUD, Planned Unit Development Current Land Use Rural Residential and Commercial 2030 Future Land Use Mixed Use (Master Planning Study- Hodgson Road and CR J) Density = 8-15 units per acre Proposed 2040 Future Land Use Signature Gateway District Density = 8-10 units per acre Utility Staging Area Stage 1A (2008-2015) Per the 2030 Comprehensive Plan, the site is guided mixed use and per the proposed 2040 Comprehensive Plan, it is guided Signature Gateway. The parcels have been rezoned to PUD, Planned Unit Development in order to implement the Master Planning Study-Hodgson Road & CR J. The Master Plan covers approximately 60 acres of land on both the west and east sides of CSAH 49 (Hodgson Road). The Comprehensive Plan states all development in the area must be consistent with the Master Plan. It assumed approximately half of the 60 acre area would develop with residential uses at approximately 10 units per acre overall. The Comprehensive Plan identifies a density range from 8 to 10 (max 15) units per acre for the Mixed Use District portion Signature Gateway. The proposed development would have a net 6 density of 9.36 8.09 units per acre on site, which is consistent with both the Comprehensive Plan and Master Plan. Dev Stage Plan Final Plan Gross Area (acres) 20.47 21.02 Wetlands & Water Bodies (0.28) (0.28) Public Parks & Open Space 0.00 0.00 Arterial ROW (1.79) (1.83) Other (Utility Transmission Easement) 0.00 0.00 Other (Wetland Buffer Area) (0.24) (0.24) Net Area (acres) 18.16 18.67 # of Units1 170 151 Gross Density (units/acre) 8.30 7.18 Net Density (units/acre) 9.36 8.09 1Per Met Council, skilled nursing facilities/units are not counted toward a community’s net residential density. 218 total units - 48 SNF =170 units. 223 total units – 56 SC-16 MC = 151 units Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future Land Use North R, Rural Rural Residential Urban Reserve South Commercial (City of Shoreview) Commercial (City of Shoreview) Commercial (City of Shoreview) East GB General Business Commercial Mixed Use West R-1X, Single Family Executive Single Family Residential Low Density Residential Master Planning Study-Hodgson Road & CR J The development of this property is guided by the Master Planning Study-Hodgson Road & CR J (“Master Plan”), which was approved by the City Council in 2007 via Resolution No. 07-21. The Master Plan anticipated a mix of residential and commercial uses on the site, specifically noting the mixed use district “would allow for, though not mandate, the inclusion of residential units, possibly in multi-story buildings. This would provide customers for the commercial development, and the commercial services would be convenient to the residents.” 7 The Master Plan had four objectives: 1. Identify appropriate land uses (present and future) in the study area 2. Plan for road improvements to provide good access and circulation 3. Identify routing & phasing solutions for utilities to facilitate future development 4. Plan for redevelopment while recognizing existing businesses The Master Plan identifies planning and redevelopment requirements related to site configuration, transportation and access, trails and open space, municipal utilities, site design and urban form and stormwater management should be incorporated into proposed developments. These requirements are detailed below. Planning and Development Requirements (The following bullets and italicized text are requirements of the Master Plan. Staff comments follow in regular text.) General • This Master Plan is to be incorporated into the Lino Lakes Comprehensive Plan with an amendment of the Comprehensive Plan. This includes amendments to the Proposed Land Use Map: the area east of Hodgson Road should be designated Mixed Use instead of Commercial. Minor inconsistencies in the Proposed Land Use Map should be corrected as well, and zoning amendments should follow if and when appropriate. The Master Plan was adopted as part of the 2030 Comprehensive Plan and will also be incorporated into the 2040 Comprehensive Plan. • Rezoning as part of new development applications will be examined for consistency with the Comprehensive Plan and this 49/J Master Plan. Per Ordinance No. 07-19, the site was rezoned from GB, General Business to PUD, Planned Unit Development in order to implement the Master Plan. • The Master Plan is the guiding plan for development in the area. The Master Plan is intended to show a general land use arrangement with some specific design elements. The individual site layouts and uses are to be determined as part of the development review process, but should be based on the Master Plan, including specific elements noted below. The Master Plan generally envisions townhome housing on the north and west portions of the site with a mix of residential and commercial uses on southern portions of the site. The Master Plan notes “individual site layouts and uses are to be determined as part of the development review process”. The proposed Lyngblomsten senior living community proposes 20 cottage homes on the north end and a senior living campus on the eastern edge along CSAH 49 (Hodgson Road). 8 Commercial development on the southern portion of the site includes a restaurant and future commercial pad that will be built out in the future. Additionally, this type of senior living campus does serve as an employment center for the staff. The City has previously treated assisted living facilities as commercial uses in both the Legacy development (Lino Lakes Assisted Living) and with Gracewood Assisted Living. • Tax increment financing and tax abatement on qualifying properties should be considered potential tools for implementing the Master Plan. The applicant has been approved for tax incremental financing to assist with the development of this project. Overall, the PUD Final Plan is consistent with the general goals of the Master Plan. Transportation and Access • Accesses to Hodgson Road and Co. Rd. J are to be located at the points indicated on the Master Plan. The City of Lino Lakes, the City of Shoreview, Anoka County and Ramsey County have been working together the with the applicant for the past 3+ years on right-of-way acquisition, access points and intersection improvements. Lyngblomsten hired SEH to prepare an Intersection Analysis and Alternatives report for the entire CSAH 49 (Hodgson Road) and CR J (Ash Street) intersection and preliminary concept plans provide for additional turn lanes to mitigate traffic. Both roads are County roads and ultimately fall under County jurisdiction. Anoka County may undertake the intersection improvements and such work would be subject to an agreement between the County, Developer and City. o There is to be one full access on Hodgson Road, located 990± ft north of the CR J intersection (approx. 330 ft south of the northern edge of the study area). This access is to be centered on the property line east of Hodgson at this location. No other new permanent accesses are to be allowed. As development occurs, the City will work toward eliminating all other accesses along Hodgson. Access to Hodgson Road is proposed at two locations: a full movement access approximately 1000 ft north of CR J that is consistent with the Master Plan and a right-in/right-out access approximately 440 ft north of CR J. This second access will improve circulation and accessibility to the site and is recommended by staff. Preliminary plans show the north access has a southbound 12 ft wide right turn lane, a 12 ft wide thru lane and a varying width left turn striped median that provides access to 6064 & 6074 Hodgson Road (Rock Gardens). Northbound lanes include a 12 ft left turn lane, 12 ft wide thru lane and the existing right turn paved shoulder. The south access is Right In/Right Out only. It has a southbound 13 ft wide right turn lane, a 12 ft wide thru lane and 12 ft wide left turn striped median that provides access to 6020 & 6034 Hodgson Road (Bob’s Auto Ranch). Northbound lanes include a 12 ft wide thru lane and existing right turn paved shoulder. 9 o West of Hodgson Rd., there is to be one access onto CR J, located as far west as possible from the Hodgson/CR J intersection. This new access is to be constructed as right in/right out only. This will be a driveway into the development site, and there will be access easements on that site to provide access to, from, and through property to the north, leading to the full access on Hodgson. No other new accesses are to be allowed. The City will work toward eliminating all other accesses along CR J. As supported by Resolution No. 19-42, Lyngblomsten acquired the 0.54 acre parcel to the west of their project (275 Ash Street) and has shifted Gateway Drive Blanchard Boulevard to the west approximately 50 ft to align with St. Albans Street to the south. Gateway Drive Blanchard Boulevard is now approximately 400 ft to the west of CSAH 49 (Hodgson Road). This provides greater access spacing along CR J (Ash Street) and reduces the previous road off-set between Gateway Drive Blanchard Boulevard and St. Albans Street. This intersection access has a westbound 13 ft wide right turn lane, a 12 ft wide thru lane and 10 ft striped median. Eastbound has a 12 ft wide left turn lane, a 12 ft wide thru lane, and 6 ft wide paved shoulder. The City of Shoreview has expressed concerns regarding cut through traffic south onto St. Albans Street. Currently, there are times when eastbound traffic on CR J turns right onto St. Albans St. to avoid backups at the main CR J & CSAH 49 intersection due to the lack of a dedicated southbound right turn lane onto Hodgson Road. The proposed SEH intersection improvements provide a 12 ft wide right turn lane, 12 ft wide thru lane and 12 ft wide left turn lane at the intersection. These changes will improve traffic circulation through the intersection and minimize the need for cut through traffic. The City of Shoreview is also requesting the intersection at CR J and St. Albans be a ¾ intersection. This would be supported by Lino Lakes and Anoka County staff. • The access points, right of way, and internal circulation routes noted above are to create a circulation network serving all properties in the study area rather than individual driveways onto arterial and collector roads that serve only individual properties. A public road will extend north-south through the development providing public access to the senior housing complex, restaurant and future commercial development. The road right-of-way is 60 ft wide and the paved road surface is 32 ft back to back. Sidewalk is proposed on both sides of the public road on the north end and on the east side toward the south end closest to the development. On-street parking will be allowed on both sides. A 26 foot wide private road will serve the cottage home neighborhood. Sidewalk is proposed on the south side and will connect to the public road sidewalks. Two parking areas with a total of 11 parking stalls are provided on the west and east ends of the private road for visitors. No parking will be allowed on the private road. The east end cul de sac was flipped to the south to provide more separation between some of the cottage homes. The southerly right in/right out access off of CSAH 49 (Hodgson Road) will also be a commercial private road. The paved road surface has been reduced from 32 to 26 ft wide back to back. Both private roads will be owned and maintained by the developer. 10 • The Hodgson/CR J intersection is to be signalized prior to or as part of any significant development in the study area. This is to be a cooperative effort of Anoka and Ramsey Counties, the Cities of Lino Lakes and Shoreview, and developers. Specific design requirements are to be determined. Signals were installed at the intersection in 2008 and modified in 2017. • Other road improvement needs such as additional lanes, median, and the like will be designed in cooperation with Anoka and Ramsey Counties, the Cities of Lino Lakes and Shoreview, and developers, as appropriate. Specific design requirements are to be determined. Lyngblomsten hired SEH to prepare an Intersection Analysis and Alternatives report for the entire CSAH 49 (Hodgson Road) and CR J (Ash Street) intersection. The proposed improvements have been noted above. Anoka County Highway Department is proposing to be the lead agency on design and letting of the CSAH 49 and CR J road and intersection reconstruction project. Cost sharing details between the entities will be finalized when estimates are complete. Potential road reconstruction will be in 2022 or 2023 to coincide with the Lyngblomsten development. • The quantity of development of the area will be limited to ensure that traffic generation does not exceed the capacities of Hodgson Road, the intersection with Co Rd J, or the new access. Development shall not create the need for a traffic signal at the new full access on Hodgson Road. o Planning for the area must look forward to full development of the study area so as not to allow one project to “use up capacity” so that other sites cannot develop without creating the need for a signal at the new access. As noted, a traffic analysis was completed for the development. Peak trip generation from the proposed development is approximately 1/3 of the trip generation provided for in the Master Plan. No signal is proposed at the new full access. • Right of way will be dedicated with development to ensure adequate right of way for Hodgson and CR J as well as for the internal circulation system, as necessary. The final plat dedicates additional right-of-way ranging from 27 ft to 45 ft along CSAH 49 (Hodgson Road) creating 60 ft to 75 ft of dedicated right-of-way from section line and/or roadway centerline. The final plat also dedicates an additional 10-17 ft of right-of-way along CR J (Ash Street) to provide a full 60 ft from section line. The internal public road is dedicated with 60 ft of right-of-way. Overall, the proposed development is consistent with the Transportation and Access goals of the Master Plan. 11 Trails, Open Space • A trail connection, included as an ‘enhancement corridor’ in the Parks, Natural Open Space/Greenways and Trail System Plan, will be established across the study area. This will link to the existing trail connection to Woodridge Lane on the west, cross through the study area, and link to a future trail in Ware Road. The specific alignment of this trail corridor across the Master Plan area will be determined as development occurs. The Lyngblomsten site plan includes an 8.5 foot wide bituminous trail that extends from the existing Woodridge Lane trail to the private cottage home road then to an 8.5 ft wide trail along the full length of Hodgson Road. The trail corridor originally connected to the clubhouse and between the cottage homes, but this has been revised when the clubhouse was omitted. An 8.5 ft wide bituminous trail will also be constructed along CRJ/Ash Street and ultimately connect to Woodridge Lane. Sidewalks internal to the development along the public and private roads will also be constructed to provide additional connectivity. • An, open, focal point green space is to be created where the Woodridge Lane trail connection enters the study area. The specific design of this focal point will be reviewed with any development application for the site. The original concept site plan included a community garden and lilac trees adjacent to the wetland that created an open, focal point green space in this location. Due to the need for additional storm water management, the community garden has been replaced by a stormwater pond. The pond and landscaping still creates an open, focal green space as required. The cottage home neighborhood also includes 4.54 acres (71%) 4.46 acres (70%) of landscaped common open space that will be maintained by Lyngblomsten or an association. • A trail should be constructed along Hodgson Road in accordance with the City’s parks and trails plan. This could be accomplished with sidewalks in the study area. An 9 8.5 ft wide bituminous trail is proposed along the full length of Hodgson Road. Sidewalks are also proposed along the public and private roads. • Greenspace buffering is an important design element for new development along the border with existing neighborhoods such as Woodridge Estates and Rohavic Oaks. A 50 foot wide buffer of existing trees along the west lot line abutting Woodridge Estates will be preserved. The property owner at 253 Woodridge Lane noted the buffer behind his parcel tapers from 40 ft to 6 ft. After grading and installation of road improvements, staff and the developer will work with the property owners of 251 and 253 Woodridge to provide acceptable landscape and fence screening from the private commercial road. 12 A triangulated row of coniferous trees will be planted on the west side of Gateway Drive Blanchard Boulevard along the rear lot lines of 255 Woodridge Lane and 255 Ash Street to provide screening from the commercial road. A screen of lilac bushes will be planted at the northwest corner of the site adjacent to the dry stormwater pond. An existing row of 12’+ tall pine trees will be preserved at the west end of the cottage home private cul de sac as well as additional coniferous trees. Along the north property line adjacent to the Rohavic Oaks neighborhood, the cottage homes will be setback a minimum of 30 ft. The landscape plans have been revised to include a 6 foot high wood privacy fence along the lot line. Trees and landscaping are also proposed in the 30 foot buffer. A 40 foot wide berm and landscape buffer is also provided in the cottage home neighborhood adjacent to CSAH 49 (Hodgson Road). The plan has been revised to include a year round continuous screen on top of the berm. Municipal Utilities • All new development must have sanitary sewer and water service. Possible exceptions prior to the availability of utilities include renovation of existing structures if the building code allows it without utilities. However, the preference is for all uses in the study area to have municipal utilities. The entire Lyngblomsten senior living community, cottage homes, restaurant and commercial development will be served by municipal utilities. • Several options exist for utility service, as described in this study document. West of Hodgson, the preference is for connection to the Woodridge Lane sanitary sewer. City watermain and sanitary sewer force main will be extended from Woodridge Lane through a 20 foot wide utility easement obtained by the City over 255 Ash Street, 275 Ash Street (now owned by Lyngblomsten) and a portion of the old 49 Club. A lift station is also being constructed. A 12” watermain extends down the public road and 8” watermain serves the cottage homes, senior living community and commercial areas. The 4” sanitary sewer has been revised to an 8” sanitary sewer main to service the area. Utilities will be stubbed under CSAH 49 (Hodgson Road) to serve future development to the east. • Water trunk lines must be looped, and development must provide the looping. Watermain will be extended north along Hodgson Road to connect and loop at Linda Avenue as part of a City trunk watermain project. The watermain is also looped around the senior living campus. 13 Site Design, Urban Form • The intent is to create an urban form for the area. The main senior living campus, restaurant and commercial building have been intentionally pulled towards Hodgson Road and CR J for multiple reasons. One is to create an edge and urban form along the corridor as required by the Master Plan. Two, the building locations were also in response to the Woodridge and Rohavic Oaks neighborhood’s concern regarding proximity of the buildings, noise, buffers etc. to their homes. The site design transitions from single story cottage homes on the north and west to the 2-story skilled care wing with the 3- and 4-story buildings closest to Hodgson Road. Three, the building shift also maximizes site design and efficiency. The senior living campus setback tapers from 30.97 ft to 26 33.68 ft from the Hodgson Road property line. The restaurant setback tapers from 35 ft to 15 ft from the Hodgson Road property line. The commercial building and fast food setback is 11 35 ft from the Hodgson Road property line and 30 35 ft from the Ash Street property line. These building locations and setbacks are consistent with the Master Plan. • Development layouts are to include buildings at intersection corners to establish the “cornerstones” of the area’s urban form. The main senior living campus at the southwest corner of Hodgson Road and the future public road creates a corner stone at that intersection. A Lyngblomsten monument sign at the north side of the public road also creates a strong corner. The future commercial building at the Hodgson Road and CR J intersection is also consistent with the Master Plan’s gateway and cornerstone vision by providing the space for a community entrance sign and promenade. • As another means of pursuing an urban form, development is to avoid lining Hodgson with large parking lots. This could include the following elements. o Buildings fronting along Hodgson in addition to the cornerstone buildings o Extensive landscaping and screening of parking lots will be required along Hodgson and CR J, including boulevard trees and decorative fencing or walls. Landscaping must be included on the street side of fences or walls along parking lots. The parking lots for the senior living campus, restaurant and commercial building are internal to the development and not located along Hodgson Road and CR J. They are setback a minimum of 15 ft from the internal public road property line. One larger parking lot with joint parking facilities and cross easements is encouraged has been created between Phase 2 (restaurant) and Phase 3 (commercial building). 14 • Larger parking areas should be planned with internal landscaping, pedestrian sidewalks or walkways and be divided into smaller areas where possible: o Pedestrian walkways provided in larger parking lots should be landscaped, include path lighting, and provide direct access for pedestrians to an entrance of a commercial building; o Walkways should be raised, paved areas or defined paths distinguished by striping or a change in paving provided that pedestrians are kept safe from vehicular travel on the route to an entrance of a commercial building. The senior living parking lot includes landscaped islands and the perimeter along the public road is landscaped and screened with shrubs and trees. The sidewalk along the public road connects to a sidewalk leading to the main building for pedestrian connectivity. Future development of the restaurant and commercial building will require similar connections. • Sidewalks are to be constructed on both sides of Hodgson Road and on the north side of Co. Rd. J to form connections to the trails to the development areas and contribute to the urban form of the area. An 9 8.5 foot wide path is being constructed along the west side of Hodgson Road. A trail and/or sidewalk will be required on the east side of Hodgson Road when that area develops. A trail and/or decorative sidewalk will also be constructed along CR J in conjunction with development of the commercial building. in the first phase of development. Upon development of the commercial building and corner gateway, decorative sidewalk may be incorporated into the design in conjunction with the trail. • Pedestrian circulation should be an important design factor within the development areas to facilitate pedestrian and bicycle circulation among businesses and residential sites. Such circulation routes must be safe and aesthetically pleasing. Safe pedestrian corridors are provided throughout the development between the residential and commercial uses via trails and sidewalks. • Design guidelines must be prepared for any new development project in the area. Developers should submit draft guidelines with development applications. Design guidelines for each project must include attention to previous projects in order to coordinate design throughout the study area. After being refined in collaboration with City staff, design requirements shall be incorporated into the approval of the development. Design Guidelines will be have been prepared with the PUD Final Plan/Final Plat. Overall development shall be is consistent with the Master Plan. As a starting point, the Lyngblomsten site plan shall has been used to establish the building and parking lot setbacks (i.e. the building envelope). Resolution No. 19-42 details the building and parking setbacks. Other parameters that shall be included in the Design Guidelines include: 15 • Gateway Elements o The Hodgson/Co Rd J intersection is a gateway and appropriate elements are to be included in the development of the corners of this intersection. Such elements may include: § Community Entrance Sign with City Logo § Promenade with seating, public space, decorative pavers or stamped concrete and extensive landscaping § Public art • Architectural Standards • Building Heights o To the greatest extent possible, building heights shall be tiered from lowest to highest, west to east towards Hodgson Road. • Master Landscape Plan • Master Signage Plan • Buildings must be designed with “four-sided architecture”, using the same quality materials on all sides. o All facades shall be articulated with a variety of materials, glazing, awnings, or other details to add visual interest. o Building design elements should include an expression of a building base (of brick or stone), a middle, and a top with cornice elements at the top of the first floor and the top of the building. o Roof lines and cornice details shall be completed in a three-dimensional manner so that the features on the back of the roof or similar unfinished areas are not visible o The front façade may have a unique design or more significant glazing. There have been some changes to exterior materials and design of the senior building; however, the final design meets the Master Plan criteria and is consistent with the PUD Development Stage Plans. The senior living campus still incorporates “four-sided architecture”. All sides of the building include the same quality stone/masonry, metal and horizontal and vertical composite siding and glass. A “wood” composite siding has also been incorporated into the design. A stone ledge cornice element was added between the stone and the siding to better differentiate between the materials. The building layout was designed to limit blank walls facing the street. The separate wings of the building help to break up the massing as well as transition intensity from west to east on the site. The cottage home front façade includes a front porch, recessed garage, stone base and composite LP Smartside siding. More architectural detail is provided further in the staff report. 16 Detailed site and building plan review will be required upon development of the restaurant and commercial building. • Commercial buildings must incorporate trash and service areas within the buildings rather than utilizing outdoor enclosures. This will conserve land and maximize the potential for outdoor seating and pedestrian friendly amenities. The original architectural site plan indicated a detached 15’ x 20’ x 8’ trash enclosure structure on the south end of the senior building. The plans have been revised and all trash and service areas are now contained in the building. The generator, trash compactor and dumpsters are now located at the bottom of the parking garage entry and loading dock approximately 7 ft below grade. Decorative fencing and coniferous trees will provide additional screening. The Master Plan specifically references “commercial buildings” with the intent to conserve land and maximize outdoor seating. The commercial buildings for the development are located near the intersection of CSAH 49 and CR J. The senior living building is a residential independent living and care facility and would not be subject to this requirement. • It is not the intent of this plan to specify housing unit styles. However, garage units must not access directly onto the main access drive or the main public streets through the development. The cottage homes garages access onto a 26 foot wide private drive not the main public street. • The Hodgson/Co Rd J intersection is a gateway and appropriate elements are to be included in the development of the corners of this intersection. Future development of the commercial corner will require these gateway elements. • The interface between new residential and commercial uses should be flexible. For example, new development in central areas can be multi-family, commercial, or mixed use. This would be consistent with the flexible land use lines noted above. Maintaining safety and quality of life are important considerations. The site design transitions from single story cottage homes on the west and north to the 2-story skilled care wing with the 3- and 4-story assisted-living and independent living wings closest to Hodgson Road. Intensity of development transitions from low near the existing single family neighborhood to high near the intersection. The senior living complex is also an employment center. • Lighting is to be appropriately scaled to a pedestrian friendly development. Lighting should be directed downward and screened to reduce light pollution, glare, and impacts on adjacent residential areas. Wall mounted down lit lighting is proposed on the exterior of the senior housing complex. Street lights ranging from 12 to 28 25 foot in height with down lit shields will be utilized in the parking lot and near the main entrance and loading area. Foot candles do not exceed 1.0 fc onto right-of-way as required by City performance standards. 17 Two Five 15 25 foot pole street lights with down lit shields are proposed along the private road and parking areas in the cottage home neighborhood. The photometric plan indicates zero (0) foot candle levels protruding onto adjacent residential properties as required. The applicant shall work with the local electric company to design a street lighting plan for the public road. • Security or service lighting should be limited in coverage area and designed to reduce glare. Wall mounted down lit lighting is proposed on the exterior of the senior housing complex and clubhouse. Stormwater Management • Stormwater management design must incorporate filtration and infiltration elements. This could include such features as rain gardens, swales, dry creeks, infiltration chambers, and other ecologically based methods along with more traditional ponds and pipes. • Stormwater management ponds, if used, should be designed to be a site amenity, including appropriate landscape elements. Per the revised Storm Water Management Report prepared by Anderson-Johnson Associates dated March 11, 2019, May 8, 2020 July 13, 2020 July 14, 2021, rate control is being accomplished using a combination of a dry pond and a storm water treatment pond. The dry pond is now located where the original community gardens were proposed. The proposed rate is less than 80% of the existing rate of runoff. Water quality treatment is accomplished at the single stormwater treatment pond. True infiltration was considered during the design phase, but several factors contributed to not pursuing infiltration practices. First, shallow groundwater exists on site. According to the soil borings, groundwater is in the 895 to 897 elevation range. A majority of the low points are around elevation 905 with one parking lot having a low point of about 902.5. This would mean the surface of an infiltration area would need to be at elevation 900 - 901 for effective drainage to occur. Additionally, the site has been maximized and there is not adequate space for effective infiltration practices. Instead, a stormwater pond has been constructed. The stormwater pond, in addition to providing rate control, has been sized to provide adequate dead storage below the normal water level to meet water quality requirements. Finally, an irrigation pumping station will be constructed at the stormwater pond to draw water from the pond to irrigate the surrounding areas. As detailed in the May 11, 2020 Council staff report and Resolution No. 22-44 approving PUD Development Stage Plan Amendment #1 to the site plan and grading & drainage plan, the clubhouse was omitted in order to enlarge to the stormwater pond to provide more capacity. 18 Pond Size Comparison Original Pond 3P Enlarged Pond 3P Surface Area 0.56 acres 0.82 acres Volume 2.810 acre ft 3.869 acre ft RCWD issued an amended Conditional Approval Pending Receipt of Changes (CAPROC) on March 13, 2020 October 26, 2020. The District Engineer finds the revised grading and stormwater management plans compliant with RCWD rules. The City’s stormwater management ordinance requires 4 ft of separation between low floor freeboard and groundwater. In order to minimize the site being built up to meet this requirement, this separation distance may be reduced upon submittal of a geotechnical report and design by a licensed engineer. This report shall define ground water level elevations for the senior living complex and include plans demonstrating potential ground water inflow will be adequately mitigated. Said mitigation shall be approved by the City Engineer. As supported by Resolution No. 19-42, Braun Intertec submitted a Sub-Slab Drainage System Design. The drainage system will mitigate potential future groundwater infiltration into the lowest level of the senior building. The plan has been reviewed by the City Engineer and Building Official. The clubhouse has been strategically located adjacent to the landscaped stormwater pond as a site amenity. The clubhouse has been omitted from the project. Additional Site Plan Review Building Footprints and Floor Areas A summary of the building footprints and square footages is as follows: Building Footprint Total Floor Area Cottage Homes 1,400 1,480 sf 1,400 1,480sf Clubhouse 3,400 sf Omitted 4,609 sf Omitted Senior Living Building 76,713 79,518 sf 292,462 287,055 sf Future Restaurant1 6,000 sf 6,000 sf Future Commercial1 16,000 sf 16,000 sf Future Fast Food1 2,000 sf 2,000 sf 1These building footprints and total square footages may change upon final design. Setbacks Cottage Home Neighborhood 19 The cottage home neighborhood consists of 20 single family homes accessed via a 26 foot wide private road. A 5 foot wide sidewalk is shown on the south side of the road. The houses on the north side of the road are setback 23 ft from the curb, 30 ft from the north Rohavic Oaks property line and 40 ft from the Hodgson Road property line. Houses on the south side of the road that have sidewalks are setback 23 ft from the sidewalk. The 23 foot setback allows for the parking of 2 vehicles side by side in the driveway without encroaching into the road or sidewalk. The rear setback of these houses is 25 ft to the public road right-of-way line. It should be noted during the PUD Development Stage Plan review, the 23 ft setback was measured to the garage, not the house. The cottage homes have a 3 ft recessed garage and a 6 ft deep porch on the front. The front porch shall be at least 14 ft behind either the curb or sidewalk, whichever is closer (23 ft garage – 3 ft house bump out – 6 ft deep porch = 14 ft). It should also be noted the rear patios are at grade concrete slabs and may encroach into the rear setback. This is similar to a single family accessory structure deck or patio. There shall be is a minimum of 10 ft of separation between each house. Each lot is platted to include the building footprint (including front porch and rear patio) plus a 5 foot envelope around the footprint perimeter. The preliminary plat includes a Cottage Detail. Clubhouse The clubhouse is setback 30 ft from the public road right-of-way line and is 40 ft from the nearest adjacent cottage home. The parking lot is setback 16 ft from the public road right-of- way line and is 15 ft from the nearest adjacent cottage home. A coniferous landscape screen is provided between the clubhouse, parking lot and adjacent cottage homes. Additional screening or fence has been added near Lot 16 as requested. As discussed, the clubhouse has been omitted in order to enlarge the stormwater pond to create more storage. Senior Living Campus As previously discussed, the setbacks along Hodgson Road and CR J are driven by the Master Plan’s intent to create an urban form for the area. The senior living campus setback varies from 30.97 ft to 26.74 33.68 ft from the Hodgson Road property line. Along the northern boundary of the lot, the building corner is 12 11.53ft from the property line and increases to 45 ft. Along the western boundary, the building corner is also 12 14.41ft from the property line and increases to 45 ft. Along the south boundary, the building setback is 20 ft from the paved private road and 6 ft from the sidewalk. The parking lot is setback 15 ft from the property line. Restaurant and Commercial Development As discussed, full site and building plan review will be required for development of the restaurant and commercial buildings. Per the proposed site plan for Phase 2 and 3, the restaurant setback tapers from 35 ft to 15 ft from the Hodgson Road property line. An outdoor patio is shown adjacent to the property line and 5-10 ft from the paved trail. 20 The commercial building setback is 11 35 ft from the Hodgson Road property line and 30 35 ft from the Ash Street property line. On the PUD Final Plans, a fast food restaurant with a drive-through is shown to the west of the commercial pad. Per Ordinance No. 07-19, restaurants are allowed uses; however, accessory drive-through facilities require a conditional use permit. A full site and building plan review are required that meet all performance standards of the ordinance, 49/J Master Plan and Design Standards. Architecture Detailed architectural comments were provided by Landform and City staff. The following is a summary. Overall, the proposed development upholds architectural standards envisioned by the Master Plan and is consistent with zoning ordinance performance standards. Cottage Homes The 2 bedroom, single level cottage homes are 18 20 ft in height (24 ft to roof peak). The floor area is 1,400 1,480sf. Exterior materials include a stone/masonry manufactured stone base, glass, composite LP Smartside siding and 4” trim, decorative garage door and decorative louver. The 21’x 21’ 20’10” x 20’10” garage is recessed 2.6 ft behind the front façade. The color palette includes 2 3 primary colors, evening blue, mountain sage and gray and an accent color of cobble stone. The Design Standards include an anti-monotony plan. The front porch has been revised to 6 ft deep and the rear patio has been revised to 10’ x 10’as required. Detailed building plans have been provided with PUD Final Plan. Clubhouse The 2 level clubhouse is 31 ft at the highest peak of the unique roofline. Exterior materials include stone/masonry, metal siding, glass and composite siding. Glass makes up the highest percentage of materials. As discussed, the clubhouse has been omitted in order to enlarge the stormwater pond to create more storage. Senior Living Complex In order to address revisions in final building design, structural details and floorplan layout, there have been some changes to exterior elevations, materials and height; however, the final design meets the Master Plan criteria and is consistent with the PUD Development Stage Plans. The multi-storied complex has varying heights that tier from the 2-story skilled care wing to the 3-story assisted-living wing to the 4-story independent living wing. Decorative parapets accent the rooflines. In order to achieve desired 9 ft ceilings, the building height (top of wall) has increased 3 ft. 6 in in the independent living wing. The parapet heights were decreased also increased. The finished floor elevation (FFE) of the first floor (Level 1) is 910.5 EL and that has not changed. Below is a comparison of the preliminary and final building and parapet heights: 21 Building Height Comparison April 2019 Top of Wall + Parapet = Total May 2020 Top of Wall + Parapet = Total August 2020 Top of Wall + Parapet = Total Change (May 2020 to August 2020) 2 story-SC/MC 23’ + 2’ = 25’ 25’3”+ 2’11”=28’2” 23’3”+ 4’11”= 28’2” 0 3 story-AL 33’ + 4’ = 37’ 35’10”+1’5” = 37’3” 35’10” + 2’4” = 38’2” +0’11” 4 story-IL 43’ + 3’ = 46’ 46’6” + 2’6” = 49’0” 46’6” + 4’ 0” = 50’6” +1’ 6” Main Entrance 43’ + 5’ = 48’ 46’6” + 2’6” = 49’0” 50’6” + 1’ 8” = 52’ 2” +3’ 2” Per Resolution No. 19-42, Section III. Height Regulations: B. Senior Living Campus No building shall be erected or structurally altered to exceed forty-five (45) ft in height—or, for a multiple dwelling building, the greater of four (4) stories or forty-five (45) ft—except as allowed by §1007.043 (3). Section 1007.043 (3) allows for parapet walls extending not more than four (4) ft above the limiting height of the building. The 4 story building height (top of wall) is 46’ 6” plus 2’ 6” 4’0” parapet equals 49’ 0” 50’6”. In summary, the building and parapet heights meet the requirements of both the zoning ordinance and Resolution No. 19-42. Exterior materials have been revised from stone/masonry, metal siding, glass and composite siding to manufactured stone veneer, fiber cement siding (2 colors), wood look fiber cement siding and glass. More specifically as detailed in the Design Guidelines: • Manufactured Stone Veneer o Ohio Blue Vein Cut Stone • Hardieplank Siding o Evening Blue o Artic White • Fiberon Siding (wood look) o Warm Sienna Ipe • Black window frame, dark bronze storefront, metal parapet cap The blue horizontal siding and white vertical siding provide contrast and the wood horizontal siding provides a natural look. Articulation and depth in the buildings elevations is achieved with vertical bump outs, shadow lines, cornices and decorative parapets. 22 The zoning ordinance requires a minimum 33% of the exterior walls have an exterior finish of brick, stucco or stone. The elevations include stone/masonry manufactured stone veneer of ranging from 38-43%, 38.6% 35.2% 36.2% which exceeds ordinance requirements. The building has multiple façades, varying exteriors materials, textures and strong vertical and horizontal lines that provide articulation and depth and break up what could be long monotonous walls. Parking The Zoning Ordinance requires a minimum number of parking stalls per use, as follows: • Townhome, Quadraminium, Manor Home, Multiple Family Dwellings, and Mobile Homes within Mobile Home Parks. At least two and one-fourth (2-1/4) rent-free spaces per unit. In projects involving eight (8) or more units, the City may require additional clustered guest parking spaces based upon calculation of required demand. The cottage home neighborhood is served by a 26 foot wide private road with no on-street parking; therefore, off-street parking has been provided. The 20 cottage homes require 45 parking stalls. Each cottage home has parking for 4 vehicles (2 in the garage and 2 in the driveway) for a total of 80 parking stalls. Two off-street guest parking areas also provide an additional 11 parking stalls for a total of 91 parking stalls. The clubhouse requires 14 parking stalls and 14 are provided with 2 of them accessible. Parking requirements for the cottage home and clubhouse neighborhoods are met. • Elderly (Senior Citizen) Housing. Reservation of area equal to one (1) parking space per unit. Initial development is, however, required of only one-half (1/2) space per unit and said number of spaces can continue until such time as the City Council considers a need for additional parking spaces has been demonstrated. There are 100 96 independent living units that would require 100 96 parking stalls. • Rest Home, Nursing Home, Convalescent Center, or Institution. One (1) space for each six (6) beds based upon maximum design capacity, plus one (1) space for each two (2) employees. There are 50 35 assisted-living beds, 48 56 skilled care beds, 16 memory care beds and 35 employees that would require 35 parking stalls. The Town Center common use area is 7,521 18,185 14,596sf. If this were a stand-alone community center, 48 parking stalls would be required. However, these amenities will be used mostly by the Lyngblomsten residents and on occasion, members of the general public; therefore 48 separate parking stalls dedicated to just the Town Center would not be required. The total required number of parking stalls for the senior campus building is 131. There are 159 stalls provided. Assuming 50% general public use of the Town Center amenities at one time (48/2=24), only 155 stalls would be required. Parking requirements are met. 23 Senior Living Campus Parking Stall Summary Use # Stalls Required # Stalls Provided Elderly Housing (IL units) 96 82 (underground) Nursing Home (AL + SC +MC) 35 77 (surface lot) Subtotal 131 159 Town Center (50%) 24 TOTAL 155 159 • Restaurants, Cafes, Private Clubs Serving Food and/or Drinks, Bars, On-Sale Nightclubs. Ten (10) spaces for each one thousand (1,000) square ft of dining room, plus one (1) space for each employee of the maximum work shift. Detailed building plans will be required to verify the dining room square footage; however, assuming a 6,000 sf restaurant has 3,000 sf of dining room + 10 employees, 40 parking stalls would be required. The proposed 1,200 sf outdoor dining patio would require an additional 7 stalls for a total of 47 parking stalls. • Retail Store and Service Establishment. At least one (1) off-street parking space for each two hundred (200) square ft of floor area. Detailed building plans will be required to verify the floor area of the proposed commercial building; however, the commercial pad as shown is approximately 16,000 sf and 72 parking stalls would be required. • Fast Food Restaurant. Fifteen (15) spaces per one thousand (1,000) square ft of gross floor area. The final plan now includes a potential 2,000 sf fast food restaurant that would require 30 stalls. Future Commercial Development Parking Stall Summary Use # Stalls Required # Stalls Provided Restaurant (6,000 sf + 1,200 patio) 47 48 (joint) Retail (16,000 sf) 72 59 (joint) Fast Food (2,000 sf) 30 46 (joint) TOTAL 149 153 The total number of required stalls is 149. The final plan shows 153 stalls. Joint parking facilities with shared curb cuts and access drives have been provided between the restaurant, commercial building and fast food restaurant. 24 Tree Preservation Plan Per the Tree Survey (Sheets 1-2), there are 1,685 significant trees located on the 20 acre site. Sheet L0.1, Tree Preservation Plan identifies the basic use area. Of the 1,685 significant trees, 201 will be preserved and 1,484 will be removed. The majority of the trees being preserved are along the west boundary providing a tree buffer between the Woodridge neighborhood and the development. The Tree Preservation Plan has been revised to exclude the stormwater pond and wetland buffer from the basic use area. There are 137 152 trees being removed in non-environmentally sensitive areas that require 213 (91+122) trees for mitigation. Trees being removed within the wetland buffer shall be mitigated at the Natural Resource Conservation Area ratio. The Tree Mitigation table shall be has been revised. There are 32 trees in a Natural Resource Conservation Area or Natural Resource Corridor Enhancement area that will require 67 (58+9) mitigation trees. In summary, 280 (213 + 67) mitigation trees are required and 376 mitigation trees are being planted. Tree Preservation and Mitigation requirements are met. Landscaping Canopy Cover Canopy Cover standards require the minimum canopy cover to be 40% for all uses. Canopy cover is required for the senior living campus, clubhouse, restaurant and commercial development. The restaurant and commercial development will be reviewed upon submission of detailed plans. The senior living campus has 42,956 sf of hardcover which requires 17,182 sf of canopy coverage. 17,900 sf have been provided. The original Plan Sheet L2.1 indicated 17,450 sf of coverage provided; however, the medium trees were incorrectly valued at 500 and not 250. The values have been corrected. Plan Sheet L2.1 indicates 17,450 sf of coverage provided which meets the requirement. The club house has 5,866 sf of hardcover which requires 2,346 sf of canopy coverage. Plan Sheet L2.5 has been revised and now provides 4,100 sf. Coverage is met for the clubhouse. Foundation Landscaping Foundation Landscaping standards require 2 large trees and 6 large shrubs per 100 linear ft of the building. The senior living campus has 1,981 linear ft of building façade requiring 40 large trees and 119 large shrubs. The landscape plan proposes 63 large tree equivalents and 304 large shrub equivalents which exceed requirements 42 large trees equivalents and 387 large shrub equivalents. The landscape plan also provides for several outdoor landscaped courtyards. 25 The trees along Hodgson Road have been relocated out of the road right-of-way and within 30 ft of the building. Open Areas Landscape Standards Open areas include disturbed site areas, such as cul de sac islands, boulevard medians, storm water management areas, common areas in multifamily sites that are not for recreation facilities, and disturbed areas that are not located within the foundation landscape zone, vehicular hardscape area or the building footprint. Open Space landscaping standards require 1 large tree and 3 large shrubs per 2,000 square ft. Open space plantings are required for the main building, stormwater ponds, and north and south green spaces. Per Sheet L2.1 and L2.3 L2.2, Main Building, there is 45,374 45,063 square ft of open space. This would require 23 large trees and 69 large shrubs. The plan proposes 36 large tree equivalents and 155 large shrub equivalents. Open space requirements are met and exceeded. The Clubhouse, per sheet L2.5, has 11,525 square ft of open space. This would require 6 large trees and 17 large shrubs. The plan proposes 16 large tree equivalents and 34 large shrub equivalents. Open space requirements are met and exceeded. The North East and North West Green Spaces, found on Sheet L2.6, hosts 19,895 23,000 square ft and 54,073 square ft, respectively. The North East Greenspace requires 10 12 large trees and 30 36 large shrubs to meet the open space landscaping standards. The North West Greenspace requires 27 large trees and 80 large shrubs. The landscaping plan provides 18 12 large tree equivalents and 87 48 large shrubs equivalents for the North East Green space and 27 large tree equivalents and 80 large shrubs equivalents for the North West Green Space, which meets the open space requirements. Per Sheet L2.7, there is 51,926 84,699 square ft of open space in the South West Greenspace. This would require 26 43 large trees and 78 127 large shrubs. The plan proposes 205 202 large tree equivalents and 101 230 large shrub equivalents. Open space requirements are met; however the plan sheet notes 28 trees and 84 shrubs are required. This shall be corrected. In addition to meeting the open space requirements, the developer is including three extensively landscaped courtyard areas around the senior housing building for the enjoyment of the residents. Buffer and Screen Standards Buffer and Screen Standards require a 6 foot high screen between a development and any adjacent, less intense, residential land use. Materials to meet this ordinance can include year round continuous planting screen, a wall or fence and plantings which cover 50% of a wall or fence on the exterior side, or a combination of berm and year round continuous screening. A 50 foot wide buffer of existing trees along the west lot line abutting Woodridge Estates will be preserved. A screen of lilac bushes will be planted at the northwest corner of the site adjacent to the stormwater pond. Additional landscape screening shall be planted in the area adjacent to 253 and 255 Woodridge Lane to provide more screening from the road and parking lots. The public road right-of-way near CR J has shifted to the east approximately 10-40 ft. 26 Gateway Drive Blanchard Boulevard has shifted to the west approximately 50 ft to align with St. Albans Street to the south. This will allow for additional landscape buffer and allow the existing spruce tree line adjacent to 275 Ash Street to be preserved. A triangulated row of coniferous trees will be planted along the east lot line of 275 Ash Street. Along the north property line adjacent to the Rohavic Oaks neighborhood, the cottage homes will be setback a minimum of 30 ft and a 6 foot high wood privacy fence will be located along the north lot line. A 40 foot wide buffer with a 3 foot berm and landscape plantings is also provided in the cottage home neighborhood adjacent to CSAH 49 (Hodgson Road). The plan has been revised to include a year round continuous screen on top of the berm. A 30 inch shrub hedge is proposed between the senior living campus parking lot and public road right-of-way as is required by ordinance. A 3 foot berm is located on the north side of the northeast private cottage home parking area. Coniferous trees and shrubs are planted along the top of the berm. Boulevard Trees Boulevard trees are required at the rate of one (1) tree per 70 linear ft of road frontage where property fronts on any public roads for townhome or multiple family homes. There are 20 cottage homes abutting 700 linear ft. This would require 10 boulevard trees. The cottage home private road has 33 boulevard trees which exceed ordinance requirements. There is 2,080 linear ft of public road (Street A) that abuts the senior living campus and future restaurant and commercial. This would require 30 boulevard trees. There are 33 boulevard trees proposed which exceeds ordinance requirements. There is 789 linear ft of private road (Street B) that would require 11 boulevard trees. There are 13 boulevard trees proposed which exceeds ordinance requirements. Sheet L2.0 shall include the entire 20 acre parcels and revised calculations. The 20 Cottage homes (Hammerly Court & Dennis Lane) have 1,869 linear ft of frontage. This would require 27 boulevard trees and 35 boulevard trees are provided. Gateway Drive (Street A) Blanchard Boulevard has 2,750 linear ft of frontage. This would require 37 boulevard trees and 41 trees have been provided. The private commercial street (Lyngblomsten Drive) has 789 linear ft of frontage. This would require 11 boulevard trees and 13 trees have been provided. The landscape plan has been revised so trees are not located within the Hodgson Road right-of- way; however, Sheet L2.1 shall be revised so coniferous trees are at least 15 ft from the trail and deciduous trees are at least 10 ft from the trail. Boulevard tree requirements have been met. Signage 27 Sheet L2.6, NE Greenspace Plan indicates an entrance monument sign on the north side of the public road. The sign area is landscaped and it outside of the 100 foot vision triangle. Sheet A17, Signage Exterior A5.708 provides detail of a monument sign. The sign is 6’4” 10’4” high and 25 20’ 6” ft long. Materials include sandblasted concrete and stone stone veneer base, metal “boy blue” face and metal coping to match the senior building color and material palette. A separate Sign Permit Application is required for all wall signs and monument signs. The senior building proposes a vertical wall sign on north side of the building. The applicant has expressed a strong interest in “branding” the development. A master sign plan for the 20 acre site is required and shall be has been incorporated into the Design Standards. This master sign plan should include a City of Lino Lakes gateway sign/monument at the intersection of Hodgson Road and CR J. Impervious Surface Coverage The allowed impervious surface coverage in a mixed use area is 75%. The proposed 49.6% post-development impervious surface coverage is compliant. Per the March 11, 2019 May 8, 2020 July 14, 2021 Storm Water Management Plan: Pre-Development Post-Development Impervious 1.93 acres (0.09%) 2.67 acres (10.5%) 11.51 acres (56%) 12.54 acres (49.6%) Pervious 18.80 acres (99.91%) 22.62 acres (89.5%) 9.22 acres (44%) 12.75 acres (50.4%) TOTAL AREA 20.73 acres (100%) 25.29 acres (100%) 20.73 acres (100%) 25.29 acres (100%) Traffic Study No changes are required to the traffic study. The proposed project is anticipated to generate approximately 1,473 daily trips. 69 trips are estimated to be generated in the AM peak period (7:00 to 8:00) and 123 trips in the PM peak (4:30 to 5:30). A detailed traffic analysis was completed to describe the operating conditions of intersections surrounding the site in terms of a Level of Service (LOS). Facilities are given letter designations from “A” (best operating conditions) to “F” (worst conditions). A Level of Service “D” represents the threshold for acceptable overall intersection conditions during a peak hour. City Code establishes minimum Level Of Service (LOS) requirements. The Code states if the LOS is A or B, the proposed subdivision will not the degrade the LOS more than one grade. If 28 the LOS is C or D it will not degrade the LOS. Intersections with a LOS of E or F must be improved to ensure a LOS of D or better. The traffic analysis evaluated four surrounding intersections adjacent to the project area. • Co Rd J at Woodbridge Ln • Co Rd J at St. Albans St • Co Rd J at Hodgson Rd • Hodgson Rd at Rohavic Ln As discussed in the WSB Transportation Memorandum, dated February 6, 2019, all intersections, meet the City Code requirements. However, it was noted the worst movement at the CR J and Hodgson intersection, during the PM peak period, changed from a LOS D to LOS E. The proposed southbound Hodgson Road right turn lane, at CR J adequately mitigates for this degradation. Additionally, the City of Lino Lakes, the City of Shoreview, Anoka County and Ramsey County have been working together the with the applicant or the past 3+ years on right-of-way acquisition, access points and intersection improvements. Lyngblomsten hired SEH to prepare an Intersection Analysis and Alternatives report for the entire CSAH 49 (Hodgson Road) and CR J (Ash Street) intersection and preliminary concept plans provide for additional turn lanes to mitigate traffic and improve overall intersection operations. Both roads are County roads and ultimately fall under County jurisdiction Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The final plat is consistent with the preliminary plat, comprehensive plan and Master Plan. Blocks and Lots Preliminary Plat The preliminary plat consists of 6 7 existing parcels (Lyngblomsten purchased 275 Ash Street). These parcels are individually owned by 4 different entities now owned by Lyngblomsten. Lyngblomsten currently has purchase agreements in place with all 4 owners. The senior living community and restaurant are located on one existing 17 acre parcel. The future commercial development will be a redevelopment of the remaining 5 6 parcels (3 acres) which is currently occupied by an insurance business, vacant liquor store and recently demolished 49 Club. If the terms of purchase agreement for the 3 acre commercial parcel are not finalized between the private parties, the preliminary plat could be revised and the final plat presented with just the one 17 acre parcel that contains the senior living campus and restaurant. The 3 acre parcel would need to possibly preliminary plat and final plat at a future date. The revised March 11, 2019 March 25, 2021 preliminary plat is summarized below. 29 Lot or Outlot Size Purpose Ownership Square Ft Acres Lots 1-20, Block 1 Typ. 4,161 sf 0.10 acres 20 cottage homes Lyngblomsten Lot 21, Block 1 194,214 sf 4.44 acres Common open space Lyngblomsten Lot 1, Block 2 181,122 sf 4.16 acres Senior living campus Lyngblomsten Lot 2, Block 2 53,044 sf 1.22 acres Future restaurant Lyngblomsten Lot 3, Block 2 30,800 sf 0.71 acres Future skilled care wing Lyngblomsten Outlot A 102,547 sf 2.35 acres Stormwater pond Lyngblomsten Outlot B 16,977 sf 0.39 acres Open space/lift station Lyngblomsten Outlot C 93,809 sf 2.15 acres Future commercial Lyngblomsten TOTAL 915,795 sf 21.02 acres Lyngblomsten will be responsible for the ownership and maintenance of the majority of the development. The cottage home common area and senior living grounds will be professionally landscaped and maintained. Final Plat The final plat is being platted in the same lot, block and outlot configuration as the preliminary plat. Streets and Alleys CSAH 49 (Hodgson Road) and CR J (Ash Street) are A Minor Expander arterial roads. The development is served by an internal public road and 2 private roads. The streets and transportation plans are detailed previously in this report. As noted above, the 3 acre commercial site is under a separate purchase agreement with a different owner. If the purchase agreements are not executed at this time, the public road will temporarily terminate as a cul de sac near CR J (Ash Street) until future development of the properties. Lyngblomsten successfully acquired the 3 acre commercial parcels and 275 Ash Street. Easements Standard drainage and utility easements at least 10 ft wide are provided on Lot 17 21, Block 1 and Lots 1-3, Block 2. Drainage and utility easements are provided over Outlot A and Outlot B. Outlot C shall also includes the standard 10 ft easement. 30 A separate public trail easement will be provided over the trail, private road and sidewalk in the cottage home neighborhood and over the trail along CR J (Ash Street). The trail along CSAH 49 (Hodgson Road) is located within the right-of-way. Powerline A three-phase overhead power line runs along the eastern boundary of the property line within the right-of-way. Another power line runs along the south boundary. Lyngblomsten is working with the electric company to discuss burying the power lines. Public Land Dedication The City will require cash in lieu of land dedication. Per the City’s Park, Greenway & Trail System Plan, a neighborhood park is not programmed for this area. Trail construction throughout the development and along Hodgson Road and CR J will be credited reimbursed based on actual costs. Estimated trail construction costs are $51,850. The clubhouse will not be credited since it is a private amenity serving mainly the facility’s residents. The clubhouse has been omitted. The City’s current Park Dedication fees are $3,000 $3,160 per residential unit and $2,400 $2,520 per acre for commercial/industrial development. The senior building is a mix of both independent living units (residential) and assisted-living and skilled care facility units (commercial). The cottage home and independent living units will be charged as residential units. The assisted-living units and skilled care facilities will be charged as commercial users. This practice is consistent with previous assisted-living facilities constructed in the City. The assisted-living units and skilled memory care facilities occupy approximately half of the 4.87 4.16 acre lot (Lot 1, Block 2) and will be charged at 2.44 2.08 acres. Fees are collected when land is final platted into lots and blocks. Future development of Outlot C (commercial pad) will be charged park dedication fees on an acreage basis at the time of final plat. Building Legal Description Total # Units or Acres Fee per Unit or Acre Total Cottage Homes Lots 1-20, Block 1 20 units $3,160 $63,200 Independent Living (IL)Lot 1, Block 2 96 units $3,160 $303,360 Town Center, Assisted Living (AL) & Memory Care (MC)Lot 1, Block 2 2.08 acres $2,520 $5,242 Skilled Care (SC)Lot 3, Block 2 0.71 acres $2,520 $1,789 Restaurant Lot 2, Block 2 1.22 acres $2,520 $3,074 Commercial Outlot C Future acres $0 $0 TOTAL $376,665 Comprehensive Plan Per the 2040 Comprehensive Plan, the 20 acre site is located in Planning District 1. As discussed, a Master Plan was prepared for the mixed use area at CSAH 49 (Hodgson Road) and CR J (Ash Street) and approved by Council in 2007. The Comprehensive Plan states all development in the area must be consistent the Master Plan. 31 The proposed Lyngblomsten development is consistent with the Master Plan as detailed in this staff report and is therefore, consistent with the Comprehensive Plan. Environmental Assessment Worksheet An Environmental Assessment Worksheet (EAW) is not warranted. The threshold computation of unattached units (20 cottage homes) and attached units (100 IL + 50 AL 96 IL +35 AL) is less than one. Wetlands A small 0.28 acre wetland exists in the northwest corner of the site. A wetland delineation was completed by Kjolhaug Environmental in June 2018. A WCA Notice of Decision was issued by RCWD on October 3, 2018. The wetland is not part of the Wetland Management Corridor and formal recorded conservation easement documents or declarations are not required. The City will instead require a minimum 25 foot wide wetland buffer and signage via Council resolution. There are no wetland impacts. Floodplain There is no FEMA floodplain on site. Adjacent Jurisdiction Review As discussed, the City of Lino Lakes, the City of Shoreview, Anoka County and Ramsey County have spent several years working with the applicant on right-of-way needs and access points to the development. Adequate right-of-way is being dedicated along both CSAH 49 and CR J. Anoka County and Ramsey County are analyzing turn lane options along these corridors that are outside the scope of the Lyngblomsten project. During the PUD Concept Plan Review, the City of Shoreview commented the development should be served by City of Lino Lakes utilities. This has been accommodated. Shoreview also expressed traffic and access concerns along CR J and recommended a traffic study be required. A traffic study has since been completed and distributed to all agencies. The City also noted the need for trail connections along which has been addressed. Overall land uses are compatible. Environmental Board The Environmental Board reviewed the land use application on February 6, 2019. Overall, comments were positive. The Board recommended attention be given to the stormwater pond infiltration, wetland buffer signs, landscape buffers and screening. Public Safety Comments The Police Division reviewed the proposed development. With the proposed turn lanes on Hodgson Road and CR J into the site, there does not appear to be any public safety concerns at 32 this time. Further analysis of additional turn lanes along CR J was encouraged and has been provided. The Fire Division reviewed the proposed development and had the following comments: 1. Add a hydrant to the east side of the of the driveway for the underground garage Hydrant has been added. 2. Add hydrant by club house and club house parking lot (one can serve both, possibly) Clubhouse has been omitted. 3. Hydrants in close proximity to all FDC’s (main building and club house). Hyd rant has been added. 4. Elevators are large enough to accommodate stretchers and gurneys. Elevators are wide enough. Findings of Fact The Findings of Fact for the PUD Final Plan/Final Plat are detailed in Resolution No. 20-94. RECOMMENDATION The Planning & Zoning Board reviewed the PUD Final Plan/Final Plat on August 12, 2020. The Board recommended approval of the development with a 6-0 vote. The City Council reviewed the final plans at the September 8, 2020 Work Session. ATTACHMENTS 1. Preliminary Plat 2. Site Plan Overall 3. Architectural Elevations 4. Resolution No. 20-94 5. Final Plat 6. Resolution No. 20-95 7. Development Agreement and PUD Agreement 8. Resolution No. 21-82 9. Stormwater Re-Use Agreement 6.8±LOUCKS W:\2018\18268\CADD DATA\SURVEY\_dwg Sheet Files\S18268-PREPLATPlotted: 03 /25 / 2021 12:20 PM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LYNGBLOMSTEN 6075 HODGSON ROAD LINO LAKES, MN LYNGBLOMSTEN 1415 ALMOND AVE ST. PAUL, MN 55108 SURVEY LEGEND SPOT ELEVATION GATE VALVE SIGN LIGHT POLE SANITARY MANHOLE POWER POLE HYDRANT STORM MANHOLE CATCH BASIN CONTOUR CONCRETE CURB STORM SEWER SANITARY SEWER UNDERGROUND FIBER OPTIC BARBED WIRE FENCE WATERMAIN CHAIN LINK FENCE UNDERGROUND ELECTRIC CONCRETE A/C UNIT TELEPHONE PEDESTAL ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC METER GAS METER HAND HOLE UNDERGROUND TELEPHONE UNDERGROUND GAS GUY WIRE CULVERT TRAFFIC SIGNAL MAILBOX GUARD POST OVERHEAD UTILITY WOOD FENCE WELL ELEV @ THRESHOLDTHSD ROOF DRAINRD N SCALE IN FEET 0 50 100 10/03/18 SURVEY ISSUED 10/17/18 REVISED SURVEY 10/19/18 REVISED PER COMMENTS 01/09/19 ADDED ADJ. EASEMENT 01/10/19 UPDATED SURVEY 01/12/19 UPDATED SURVEY 01/29/19 REVISED PER COMMENTS 04/15/20 REVISED PER COMMENTS 04/24/20 UPDATED SURVEY 05/08/20 REVISED PER COMMENTS 05/11/20 REVISED PER COMMENTS EDGE OF JURISDICTIONAL WETLANDS SPLIT RAIL FENCE SAN CLEANOUTCO BUILDING COLUMNCOL PROPOSED AREAS Block 1 Lot 1 = 4,161 Sq. Ft. or 0.10 Acres Lot 12= 4,112 Sq. Ft. or 0.09 Acres Lot 2 = 4,154 Sq. Ft. or 0.10 Acres Lot 13= 4,315 Sq. Ft. or 0.10 Acres Lot 3 = 4,154 Sq. Ft. or 0.10 Acres Lot 14= 4,161 Sq. Ft. or 0.10 Acres Lot 4 = 4,161 Sq. Ft. or 0.10 Acres Lot 15= 4,307 Sq. Ft. or 0.10 Acres Lot 5 = 4,161 Sq. Ft. or 0.10 Acres Lot 16= 4,161 Sq. Ft. or 0.10 Acres Lot 6 = 4,154 Sq. Ft. or 0.10 Acres Lot 17= 4,161 Sq. Ft. or 0.10 Acres Lot 7 = 4,161 Sq. Ft. or 0.10 Acres Lot 18 = 4,161 Sq. Ft. or 0.10 Acres Lot 8 = 4,161 Sq. Ft. or 0.10 Acres Lot 19 = 4,161 Sq. Ft. or 0.10 Acres Lot 9 = 4,802 Sq. Ft. or 0.11 Acres Lot 20 = 4,234 Sq. Ft. or 0.10 Acres Lot 10= 4,161 Sq. Ft. or 0.10 Acres Lot 21 = 193,449 Sq. Ft. or 4.44 Acres Lot 11= 4,161 Sq. Ft. or 0.10 Acres Block 2 Lot 1= 181,122 Sq. Ft. or 4.16 Acres Lot 2= 53,044 Sq. Ft. or 1.22 Acres Lot 3= 30,800 Sq. Ft. or 0.71 Acres Outlot A 102,547 Sq. Ft. or 2.35 Acres Outlot B 16,977 Sq. Ft. or 0.39 Acres Outlot C 93,463 Sq. Ft. or 2.15 Acres Gross Plat Area= 915,795 Sq. Ft. or 21.02 Acres Proposed ROW= 160,231 Sq. Ft. or 9.68 Acres Wetland and Wetland Buffer= 22,750 Sq. Ft. or 0.52 Acres Net Plat Area= 732,814 Sq. Ft. or 16.82 Acres BUILDING SETBACK LINE All that part of Lot 5, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Southerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5. AND All that part of Lot 5, Auditor's Subdivision No. 107, Anoka County, Minnesota, lying East of a line described as follows: Beginning at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Northerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5, Anoka County, Minnesota. AND That part of Lots 5 and 6, Auditor's Subdivision No. 107, lying West of the following described line: Beginning at a point on the South line of said Lot 6, 54.50 feet East of the Southwest corner of said Lot 6; thence North at a right angle to said South line 289.31 feet to the North line of said Lot 5 and said line there terminating. Excepting therefrom Parcel 21, Anoka County Highway Right-of-Way Plat No. 48. AND All that part of Lot 6, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South line of said Lot 6 which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with the South line of said Lot 6 to the North line thereof and there terminating. Excepting therefrom Parcel 22, Anoka County Highway Right-of-Way Plat No. 48. AND That part of Lot 22, Auditor's Subdivision No. 107, lying Southerly of the Westerly extension of the North line of Lot 5, said Auditor's Subdivision No. 107. Excepting therefrom Parcel 20, Anoka County Highway Right-of-Way Plat No. 48. AND Lot 4, Auditor's Subdivision No. 107, Anoka County, Minnesota; and That part of Lot 22, Auditor's Subdivision No.107, Anoka County, Minnesota, lying Easterly of the Westerly 50 feet thereof and lying between the Westerly extensions of the North and South lines of Lot 4, said Auditor's Subdivision No.107. AND That part of Lot 3, Auditor's Subdivision No. 107 described as follows: The South 237 feet of the Southwest Quarter of the Southeast Quarter of Section 31, Township 31 North, Range 22 West lying Westerly of the St. Paul Waterworks right-of-way, excepting the West 696.33 feet. Anoka County, Minnesota Abstract Property LEGAL DESCRIPTION GENERAL NOTES SURVEYOR: Loucks 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55330 763-424-5505 1. Prepared August 20, 2020. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 6075 Hodgson Road, Lino Lakes, MN. 3. The bearings for this survey are based on the Anoka County Coordinate System NAD 83 (1996 Adjust). 4. Benchmark: MNDOT monument "0280G" located at the southeast quadrant of Sunset Avenue over 35W. Elevation = 929.28 (NGVD29) Site Benchmark: Top nut of hydrant located at the southeast quadrant of Ash Street and Albans Street. Elevation = 903.48 (NGVD29) 5. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27003C0344E, Community Panel No. 2700150344E effective date of December 16, 2015. 6. The field work was completed on October 10 2019. 7. Buildings on adjacent property are taken from aerial photographs and maps provided by others. Current Zoning: Zone (GB) General Business District Proposed Zoning: PUD, Planned Unit Development ZONING INFORMATION SITE DATA OWNER/DEVELOPER: Lyngblomsten 1415 Almond Ave. St. Paul, MN 55108 651-632-5387 BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) DENSITY (Acres) Gross Area 21.02 Wetlands & Water Bodies 0.28 Public Parks & Open Space 0.00 Arterial ROW (CSAH)1.83 Other (Utility Transmission Easement)0.00 Other (Wetland Buffer)0.24 Net Area 18.67 # of Units 151 Gross Density 7.18 Net Density 8.09 # of Units (Future)223 Gross Density (Future)10.61 Net Density (Future)11.94 BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) PRELIMINARY PLAT 1 OF 1 LAST REVIEWED BY HENRY NELSON 08/20/20 REVISED PER COMMENTS 03/25/21 REVISED PER COMMENTS License No. Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of VICINITY MAP Field Crew Project Lead Drawn By Checked By Loucks Project No. Minnesota. Steven F. Hough - PLS 54850 18268A SFH SFH/NJL SFH SFH,MJA 10/03/18 T T T HTHE T E EEEH T T E W WEWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OHOHOH OH OH OH OHOH OH OH OH OH OHOHOHOHOHOHOHOHOH OHOHOH OH OH OHOHOHOHOHOHOHOH OHOHOHOHOHOHHodgson RoadAsh Street (County Road J)Hodgson Roadx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x (C.S.A.H. No. 32)(State Trunk Hwy No.49)(FKA Hwy. 29)O H O H O H OHT T T HTHE T E EEEH T T E W WEWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OHOHOH OH OH OH OHOH OH OH OH OH OHOHOHOHOHOHOHOHOH OHOHOH OH OH OHOHOHOHOHOHOHOH OHOHOHOHOHOHHodgson RoadAsh Street (County Road J)Hodgson Roadx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x (C.S.A.H. No. 32)(State Trunk Hwy No.49)(FKA Hwy. 29)O H O H O H OH2 3 6 . 7 1 N60°16'03"E24.08 L =6 3 .7 2 Δ =4 0 °3 4 '02" R =9 0 .0 0 69.49 S71°02'23"E25.50 L =8 1 .6 0 Δ=6 6 °4 7 '2 7 "R =7 0 .0 0 N42°10'10"E3.51 S47 ° 4 8 ' 0 7 " E 46. 1 4 99.79151.40WLWLWLWLWLWLWL WLWLWLWLWLWLWLW L W L WL WL WL S89°40'47"E 62.09 T T T HTHE T E EEEH T T E W WEWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OHOHOH OH OH OH OHOH OH OH OH OH OHOHOHOHOHOHOHOHOH OHOHOH OH OH OHOHOHOHOHOHOHOH OHOHOHOHOHOHHodgson RoadAsh Street (County Road J)Hodgson Roadx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x (C.S.A.H. No. 32)(State Trunk Hwy No.49)(FKA Hwy. 29)O H O H O H OH2 3 6 . 7 1 N60°16'03"E24.08 L =6 3 .7 2 Δ =4 0 °3 4 '02" R =9 0 .0 0 69.49 S71°02'23"E25.50 L =8 1 .6 0 Δ=6 6 °4 7 '2 7 "R =7 0 .0 0 N42°10'10"E3.51 S47 ° 4 8 ' 0 7 " E 46. 1 4 99.79151.40WLWLWLWLWLWLWL WLWLWLWLWLWLWLW L W L WL WL WL S89°40'47"E 62.09 LOT 4 DRY BASIN 4P MATCH LINE WETLAND 1 NOPARKINGNOPARKINGNOPARKINGNOPARKINGLOT 9 EXISTING 2YR HWL = 899.66 LOT 3 PROPOSED 2YR HWL = 899.70 PROPOSED 100YR HWL = 900.34 PROPOSED 10YR HWL = 900.05 MAIN BUILDING EXISTING 100YR HWL = 900.72 LOT 1LOT 6 LOT 5 LOT 20 EXISTING 10YR HWL = 900.13 LOT 13 LOT 2 LOT 15 LOT 17 LOT 12 LOT 10 LOT 16 LOT 14 LOT 7 POND 3P NORTH POND LOT 11 LOT 8 LOT 19 LOT 18 GENERATOR - REFER TO ELECTRICAL PLANS. TRASH COMPACTOR - REFER TO ARCHITECTURAL PLAN A1.000. DUMPSTERS - REFER TO ARCHITECTURAL PLAN A1.000. REFER TO ARCHITECTURAL PLANS A1.000-A1.004 FOR LAYOUT AND DIMENSIONS REFER TO LANDSCAPING PLANS FOR JOINTING OF THIS AREA TRASNFORMER - REFER TO ELECTRICAL FOR LAYOUT AND DIMENSIONS. NORTHEAST PARKING MAIN PARKING BUILDING COLUMNS - REFER TO ARCHITECTURAL PLANS FLAGPOLE - REFER TO ARCHITECTURAL PLANS. REFER TO ARCHITECTURAL PLAN R3.200 FOR ALL TOWNHOME LAYOUT AND DIMENSIONS (TYP) NORTHWEST PARKING REFER TO ARCHITECTURAL PLAN R3.200 FOR ALL TOWNHOME LAYOUT AND DIMENSIONS (TYP) HEAVY DUTY PAVEMENT HEAVY DUTY PAVEMENT HEAVY DUTY PAVEMENT HEAVY DUTY PAVEMENT HEAVY DUTY PAVEMENT HEAVY DUTY PAVEMENT HEAVY DUTY PAVEMENT HEAVY DUTY PAVEMENTHEAVY DUTY PAVEMENT HEAVY DUTY PAVEMENT MEDIUM DUTY PAVEMENT MEDIUM DUTY PAVEMENT MEDIUM DUTY PAVEMENT ACCESSIBLE SIGN (TYP) 4" PAINT STRIPE @ 3' O.C. WITH WORDS "NO PARKING" (TYP) 9'X20' STALLS (TYP) 9'X20' STALLS (TYP) 9'X20' STALLS (TYP) 9'X20' STALLS (TYP) RAISED MEDIAN / ISLAND RAISED MEDIAN / ISLAND RAISED MEDIAN / ISLAND RAISED MEDIAN / ISLAND CONCRETE ENTRANCE HEAVY DUTY PAVEMENT CONCRETE ENTRANCE B618 B618 B618 B618 B618 B618 B618 B618 B612 B612 B612 B612 B612 "S" DESIGN "S" DESIGN "S" DESIGN "S" DESIGN VALLEY GUTTER CONCRETE PAVEMENT RETAINING WALL WITH 4' DECORATIVE METAL FENCE RETAINING WALL WITH 4' DECORATIVE METAL FENCE RETAINING WALL WITH 4' FENCE 25' WETLAND BUFFER 668 COUNTY ROAD J WEST SHOREVIEW, MN 55126 676 COUNTY ROAD J WEST SHOREVIEW, MN 55126 255 ASH STREET SAINT PAUL, MN 55126 255 WOODRIDGE LANE LINO LAKES, MN 55014 253 WOODRIDGE LANE LINO LAKES, MN 55014 251 WOODRIDGE LANE LINO LAKES, MN 55014 245 WOODRIDGE LANE LINO LAKES, MN 55014 241 WOODRIDGE LANE LINO LAKES, MN 55014 239 WOODRIDGE LANE LINO LAKES, MN 55014 233 WOODRIDGE LANE LINO LAKES, MN 55014 231 WOODRIDGE LANE LINO LAKES, MN 55014 229 WOODRIDGE LANE LINO LAKES, MN 55014 223 WOODRIDGE LANE LINO LAKES, MN 55014 221 WOODRIDGE LANE LINO LAKES, MN 55014 215 WOODRIDGE LANE LINO LAKES, MN 55014 211 WOODRIDGE LANE LINO LAKES, MN 55014 4 6 6 4 12 27 26 517 26 20 MEDIUM DUTY PAVEMENT MEDIUM DUTY PAVEMENT MEDIUM DUTY PAVEMENT ACCESSIBLE SYMBOL (TYP) RAISED MEDIAN / ISLAND (TYP) RAISED MEDIAN / ISLAND (TYP) SOUTH DEVELOPMENT PARKING RETAINING WALL WITH 4' DECORATIVE METAL FENCE BEGIN TIP OUT CURB END TIP OUT CURB BEGIN TIP OUT CURB END TIP OUT CURB END TIP OUT CURB BEGIN TIP OUT CURB BEGIN TIP OUT CURB END TIP OUT CURB BEGIN TIP OUT CURB END TIP OUT CURB BEGIN TIP OUT CURB END TIP OUT CURB BEGIN TIP OUT CURB BEGIN TIP OUT CURB END TIP OUT CURB BEGIN TIP OUT CURB END TIP OUT CURB BEGIN TIP OUT CURB END TIP OUT CURB BEGIN TIP OUT CURBEND TIP OUT CURB BEGIN TIP OUT CURB END TIP OUT CURB BEGIN TIP OUT CURB END TIP OUT CURB FAST FOOD BUILDING COMMERCIAL BUILDING RESTAURANT AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 ' AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 ' AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 ' AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 ' AREA = 15 SQ' REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'REM = 4 8 S Q ' PERIM E T E R = 3 0 ' AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 1 5 S Q 'REM = 4 8 SQ 'PERIMET E R = 3 0 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 1 5 S Q 'REM = 4 8 SQ 'PERIMET ER = 3 0 'AREA = 1 5 S Q 'REM = 4 8 SQ 'PERIMET ER = 3 0 'AREA = 15 SQ'REM = 48 SQ 'PERIM E T E R = 3 0 ' AREA = 1 5 S Q ' REM = 4 8 S Q 'PERIMETER = 30 'AREA = 15 SQ'REM = 4 8 S Q ' PERIM E T E R = 3 0 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ ' REM = 4 8 S Q 'PERIMET ER = 3 0 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 ' AREA = 1 5 S Q ' REM = 4 8 S Q ' PERIM E TE R = 3 0 'AREA = 15 SQ'REM = 48 SQ 'PERIM E T E R = 3 0 ' AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 ' AREA = 15 SQ ' REM = 4 8 S Q ' PERIM E TE R = 3 0 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'LYNGBLOMSTEN DRIVEBLANCHARD BOULEVARDDENNIS LANEHAMMERLY COURT NOTES: 1. REFER TO SHEET C1.21, SITE PLAN NORTH, FOR NOTES. 2. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. NORTHEAST PARKING TOTAL STALLS = 6 ACCESSIBLE STALLS REQUIRED = 1 ACCESSIBLE STALLS PROVIDED = 0 NORTHWEST PARKING TOTAL STALLS = 5 ACCESSIBLE STALLS REQUIRED = 1 ACCESSIBLE STALLS PROVIDED = 0 MAIN PARKING TOTAL STALLS = 77 ACCESSIBLE STALLS REQUIRED = 4 ACCESSIBLE STALLS PROVIDED = 7 SOUTH DEVELOPMENT PARKING TOTAL STALLS = 153 ACCESSIBLE STALLS REQUIRED = 6 ACCESSIBLE STALLS PROVIDED = 6 SITE STATISTICS: 0 30 60 LEGEND REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED BITUMINOUS TRAIL PAVEMENT PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT PROPOSED URBAN STREET PAVEMENT PROPOSED RETAINING WALL PROPOSED DECORATIVE METAL FENCE PROPOSED TRAFFIC CONTROL SIGN PROPOSED BOLLARD PAINTED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED STREET LIGHT POLE PROPERTY LINE TRAIL WITHIN RIGHT OF WAY 1 C2.11 PROFESSIONAL ENGINEER LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING ANDERSON - JOHNSONASSOCIATES,INC. 7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427 FAX (763) 544-0531 PH (763) 544-7129 DateRegistration Number Check: Drawn: Date: Comm: 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 under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North Lyngblomsten Lino Lakes Campus 14115 ALMOND AVE W ST. PAUL, MN 55108 LYNGBLOMSTEN MINNESOTA DAVID A. REY 40180 10/04/2019 196015 10/04/2019 BJD DAR 1"=60' SITE PLAN OVERALL C1.20 PUD Development Stage Plan / Preliminary Plat Sheet rev 3-11-19C1.20 PUD RESUBMITTAL 01/14/2019 1 PUD RESUBMITTAL 03/11/2019 2 PUD DEV STAGE RESUB 05/11/2020 3 PUD DEV STAGE RESUB 07/13/2020 4 PUD DEV STAGE RESUB 08/21/2020 5 PUD DEV STAGE RESUB 09/28/2020 7 PUD DEV STAGE RESUB 04/06/2021 8 PUD DEV STAGE RESUB 07/14/2021 9 LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" 6 10'-11"11'-2"11'-2"12'-1"6.6 TOP OF WALL 146'-6" 5432 46'-6"50'-6"50'-6"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" AB.2AA AC TOP OF WALL 146'-6"50'-6"47'-6 1/2"46'-6"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" A1 A4A3A2 TOP OF WALL 146'-6"46'-6"50'-6"50'-6"2 1/2"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" AB.2 AA.2ACAB TOP OF WALL 146'-6"26'-0 1/2"16'-0"50'-6"46'-6"47'-6 1/2"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" 10 7.6 7 66.6 TOP OF WALL 146'-6" 9.4 89 5 4 3 2 1 50'-6"46'-6"50'-6"46'-6"B4 A5.101 B1A5.101 F5A5.101 F1A5.101 D1 A5.101 F8A5.101 LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" AA.2 AA TOP OF WALL 146'-6"50'-6"CS-1 FIBER CEMENT SIDING EVENING BLUE CS-2 FIBER CEMENT SIDING ARCTIC WHITE CS-4 WOOD LOOK FIBER CEMENT SIDING WARM SIENNA MSV-1 MANUFACTURED STONE VENEER OHIO BLUE VEIN CUT STONEREFER TO A5.103 FOR EXTERIOR MATERIAL SF COUNTS AND PERCENTAGES F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/21/2020 10:49:04 AMC:\Users\gbednar\Documents\186024 - City Review- Lyngblomsten Lino Lakes Central_Stone Base -2019_7-13-20_gregbednar.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\_HCSL\Lyngblomsten\196015 Lino Lakes\_Revit\186024 - City Review-Lyngblomsten Lino Lakes Central_Stone Base - 2019_7-13-20.rvt Lyngblomsten Lyngblomsten Lino Lakes Campus A5.101 EXTERIOR ELEVATIONS 1415 Almond Avenue, Saint Paul, MN 55108 BP Author 8/21/2020 196015 MINNESOTA 10/4/19 RICK J. MOORE 14836 ARCHITECT 0 1/8" = 1'-0" INDEPENDENT LIVING WESTB4 6'12'0 1/8" = 1'-0" INDEPENDENT LIVING WESTB1 6' 12' 0 1/8" = 1'-0" INDEPENDENT LIVING NORTHF5 6' 12' 0 1/8" = 1'-0" INDEPENDENT LIVING NORTHF1 6' 12' 0 1/8" = 1'-0" INDEPENDENT LIVING EASTD1 6' 12' A B C KEY PLAN D 0 1/8" = 1'-0" INDEPENDENT LIVING NORTH BF8 6' 12' Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 P+Z RESUBMITTAL 08/12/2020 9 LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" HEFGG.1 G.9 TOP OF WALL 146'-6" E.3 G.3 50'-6"46'-6"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" B3B4 TOP OF WALL 146'-6" B2B3.6 SF8 SF8 46'-6"47'-6 1/2"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" BHBH.6BJ SF9 35'-10"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" G.1JG.9 E.3G.3 38'-2"35'-10"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" 14 11.21312 1111.614.1 38'-2"35'-10"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" G.1 JG.9E.3 G.3 10'-0"2'-8"35'-10"38'-2"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" 16 1515.2 14.1 A5.504 D2 A5.504 D338'-2"35'-10"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" D.8B.2 C D A5.504 D2 A5.504 D335'-10"38'-2"C1 A5.102C4A5.102C7A5.102D1 A5.102 D5 A5.102 F1 A5.102F4 A5.102F6 A5.102 CS-1 FIBER CEMENT SIDING EVENING BLUE CS-2 FIBER CEMENT SIDING ARCTIC WHITE CS-4 WOOD LOOK FIBER CEMENT SIDING WARM SIENNA MSV-1 MANUFACTURED STONE VENEER OHIO BLUE VEIN CUT STONEREFER TO A5.103 FOR EXTERIOR MATERIAL SF COUNTS AND PERCENTAGES F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/21/2020 10:49:20 AMC:\Users\gbednar\Documents\186024 - City Review- Lyngblomsten Lino Lakes Central_Stone Base -2019_7-13-20_gregbednar.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\_HCSL\Lyngblomsten\196015 Lino Lakes\_Revit\186024 - City Review-Lyngblomsten Lino Lakes Central_Stone Base - 2019_7-13-20.rvt Lyngblomsten Lyngblomsten Lino Lakes Campus A5.102 EXTERIOR ELEVATIONS 1415 Almond Avenue, Saint Paul, MN 55108 BP Author 8/21/2020 196015 MINNESOTA 10/4/19 RICK J. MOORE 14836 ARCHITECT 0 1/8" = 1'-0" INDEPENDENT LIVING SOUTHC1 6' 12' 0 1/8" = 1'-0" TOWN CENTER SOUTHC4 6' 12' 0 1/8" = 1'-0" ASSISTED LIVING NORTHC7 6' 12' 0 1/8" = 1'-0" ASSISTED LIVING NORTHD1 6' 12' 0 1/8" = 1'-0" ASSISTED LIVING EASTD5 6' 12' 0 1/8" = 1'-0" ASSISTED LIVING SOUTHF1 6' 12' 0 1/8" = 1'-0" ASSISTED LIVING EASTF4 6' 12' 0 1/8" = 1'-0" ASSISTED LIVING SOUTHF6 6' 12' A B C KEY PLAN D Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 P+Z RESUBMITTAL 08/12/2020 9 BASEMENT 88'-0" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" 141312 15.915 13.4 11.6 15.214.1 A5.504 D2 A5.504 D1 A5.504 D235'-10"38'-2"BASEMENT 88'-0" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" BGBF BH TOP OF WALL 146'-6"8'-6"22'-0" BJ 58'-8 1/2"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4"46'-8 1/2"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" BC BC.9BC.4 TOP OF WALL 146'-6" BC.6 BD 47'-6 1/2"49'-7 1/2"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" B3 52'-2"B2 SF7 SF3 SF4 FR5 5" SF1B SF6SF6 50'-6"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" B3 B5B4 TOP OF WALL 146'-6" B6 B7B3.6 SF2 SF2 EX-W8WEX-W8S EX-W8S EQ EQ ACCENT WALL 18'-6"46'-8 1/2"47'-6 1/2"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" B1 TOP OF WALL 146'-6" B2 46'-8 1/2"F5A5.103B3 A5.103 B5 A5.103B1A5.103E6 A5.103D4A5.103F1A5.103F3A5.103F E D C B A 1 2 3 4 5 6 7 8 A MN Check: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/21/2020 10:49:55 AMC:\Users\gbednar\Documents\186024 - City Review- Lyngblomsten Lino Lakes Central_Stone Base -2019_7-13-20_gregbednar.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\_HCSL\Lyngblomsten\196015 Lino Lakes\_Revit\186024 - City Review-Lyngblomsten Lino Lakes Central_Stone Base - 2019_7-13-20.rvt Lyngblomsten Lyngblomsten Lino Lakes Campus A5.103 EXTERIOR ELEVATIONS 1415 Almond Avenue, Saint Paul, MN 55108 BP Author 8/21/2020 196015 MINNESOTA 10/4/19 RICK J. MOORE 14836 ARCHITECT 0 1/8" = 1'-0" ASSISTED LIVING WESTB5 6' 12' 0 1/8" = 1'-0" LOADING DOCK / GARAGEB1 6' 12' 0 1/8" = 1'-0" ASSISTED LIVING LOUNGEB3 6' 12' 0 1/8" = 1'-0" SKILLED NURSING CONNECTION WALLE6 6' 12' 0 1/8" = 1'-0" SKILLED NURSING CONNECTION AT VERTICAL CIRCULATIOND4 6' 12' 0 1/8" = 1'-0" TOWN CENTER WESTF3 6' 12' 0 1/8" = 1'-0" TOWN CENTER WEST-SOUTHF5 6' 12' 0 1/8" = 1'-0" TOWN CENTER WEST-NORTHF1 6' 12' A B C KEY PLAN D Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 P+Z RESUBMITTAL 08/12/2020 9 LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" BCBC.9 BC.4 TOP OF WALL 146'-6" BBBC.6BD BA 52'-9"46'-8 1/2"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" BC BC.9 BC.4 TOP OF WALL 146'-6" BBBC.6BD 46'-8 1/2"15'-4"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" TOP OF WALL 146'-6"46'-6"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" BC BC.9BC.4 TOP OF WALL 146'-6" SF4 SF3 BB BC.6BA SF6 52'-9"46'-8 1/2"C2A5.104F6A5.104F5 A5.104D5A5.104LEVEL 3 123'-2 7/8" LEVEL 4 134'-4 3/4" ROOF 145'-3 1/2" B5B8 B4 TOP OF WALL 146'-6" CS-1 FIBER CEMENT SIDING EVENING BLUE CS-2 FIBER CEMENT SIDING ARCTIC WHITE CS-4 WOOD LOOK FIBER CEMENT SIDING WARM SIENNA MSV-1 MANUFACTURED STONE VENEER OHIO BLUE VEIN CUT STONEREFER TO A5.103 FOR EXTERIOR MATERIAL SF COUNTS AND PERCENTAGES F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/21/2020 10:50:15 AMC:\Users\gbednar\Documents\186024 - City Review- Lyngblomsten Lino Lakes Central_Stone Base -2019_7-13-20_gregbednar.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\_HCSL\Lyngblomsten\196015 Lino Lakes\_Revit\186024 - City Review-Lyngblomsten Lino Lakes Central_Stone Base - 2019_7-13-20.rvt Lyngblomsten Lyngblomsten Lino Lakes Campus A5.104 EXTERIOR ELEVATIONS 1415 Almond Avenue, Saint Paul, MN 55108 BP Author 8/21/2020 196015 MINNESOTA 10/4/19 RICK J. MOORE 14836 ARCHITECT 0 1/8" = 1'-0" TOWN CENTER CANOPY NORTHD5 6' 12' 0 1/8" = 1'-0" TOWN CENTER NORTHF6 6' 12' 0 1/8" = 1'-0" TOWN CENTER NORTHF5 6' 12' 0 1/8" = 1'-0" TOWN CENTER CANOPY SOUTHC2 6' 12' A B C KEY PLAN D 0 1/8" = 1'-0" ROOF DECK NORTH WEST ELEVATIONE2 6' 12' Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 P+Z RESUBMITTAL 08/12/2020 9 LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1"25'-2"23'-3"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1"23'-3"25'-2"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1" LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1"28'-2"23'-3"25'-3"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1"28'-2"23'-3"LEVEL 3 123'-2 7/8" LEVEL 1 100'-0" LEVEL 2 112'-1"28'-2"23'-3"CS-1 FIBER CEMENT SIDING EVENING BLUE CS-2 FIBER CEMENT SIDING ARCTIC WHITE CS-4 WOOD LOOK FIBER CEMENT SIDING WARM SIENNA MSV-1 MANUFACTURED STONE VENEER OHIO BLUE VEIN CUT STONEREFER TO A5.103 FOR EXTERIOR MATERIAL SF COUNTS AND PERCENTAGES D4 A13 F4 A13 B 1 A 1 3 D1 A13 B 5 A 1 3 F6 A13 F 1 A 1 3 F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: 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 under the laws of the State of Scale: Date 8/21/2020 10:50:28 AMC:\Users\gbednar\Documents\186024 - City Review- Lyngblomsten Lino Lakes Central_Stone Base -2019_7-13-20_gregbednar.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\_HCSL\Lyngblomsten\196015 Lino Lakes\_Revit\186024 - City Review-Lyngblomsten Lino Lakes Central_Stone Base - 2019_7-13-20.rvt Lyngblomsten Lyngblomsten Lino Lakes Campus A13 EXTERIOR ELEVATIONS 1415 Almond Avenue, Saint Paul, MN 55108 Checker Author 8/21/2020 196015 MINNESOTA 10/4/19 RICK J. MOORE 14836 ARCHITECT 0 1/8" = 1'-0" SKILLED NURSING WESTF4 6' 12' 0 1/8" = 1'-0" SKILLED NURSING NORTHD4 6' 12' 0 1/8" = 1'-0" SKILLED NURSING SOUTHB1 6' 12' 0 1/8" = 1'-0" SKILLED NURSING WESTF1 6' 12' 0 1/8" = 1'-0" SKILLED NURSING SOUTHD1 6' 12' 0 1/8" = 1'-0" SKILLED NURSING NORTHB5 6' 12' 0 1/8" = 1'-0" SKILLED NURSING WESTF6 6' 12' A B C KEY PLAN D Revisions Description Date Num PUD Submittal 10/08/2018 1 PUD Resubmittal 01/14/2019 2 PUD Resubmittal 03/11/2019 3 DD SET 06/28/2019 4 CD CHECK SET 08/30/2019 5 CD QAQC CHECK SET 09/22/2019 6 CD SET 10/04/2019 7 PUD DEV STAGE RESUB 05/11/2020 8 P+Z RESUBMITTAL 08/12/2020 9 1 CITY OF LINO LAKES RESOLUTION NO. 20-94 RESOLUTION APPROVING THE PUD FINAL PLAN/FINAL PLAT FOR LYNGBLOMSTEN AT LINO LAKES ADDITION WHEREAS, the City received a land use application for Lyngblomsten at Lino Lakes Addition PUD Final Plan/Final Plat hereafter referred to as “Development”; and WHEREAS, the July 26, 2021 City Council Staff Report provides supporting narrative and documentation to the land use application; and WHEREAS, City staff has completed a review of the proposed Development based on the following plans and information: • Revised PUD Development Stage Plan/Preliminary Plat Submittal (80 plan sheets) prepared by Wold Architects & Engineers, Loucks and AJA, Inc. revision date July 14, 2021 received by City on July 20, 2021 • PUD Final Plan/Final Plat Submittal (128 plan sheets) prepared by Wold, Loucks and AJA, Inc. revision date July 14, 2021 received by City on July 20, 2021 • Revised Storm Water Management Report, prepared by Anderson-Johnson Associates revision date July 14, 2021 • SWPPP prepared by Anderson-Johnson Associates, Inc. dated October 4, 2019 • 49 & J Road Concept Layout prepared by SEH dated September 29, 2020 • Design Guidelines prepared by Wold Architects & Engineers dated April 6, 2021 • Final Plat received on May 13, 2021; and WHEREAS, the City Council the approved the PUD Development Stage Plan/Preliminary Plat with Resolution No. 19-42 on April 8, 2019; and WHEREAS, the City Council approved PUD Development Stage Plan Amendment #1- Site Plan and Grading & Drainage Plan with Resolution No. 20-44 on May 11, 2020; and WHEREAS, the Planning & Zoning Board reviewed the Development on June 10, 2020, July 15, 2020 and August 12, 2020 and recommended approval; and WHEREAS, the proposed Development is not considered premature and meets the performance standards of the subdivision and zoning ordinance; and NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby makes the following: 2 FINDINGS OF FACT 1. The final plat substantially conforms to the approved preliminary plat subject to the conditions listed below. 2. The City Attorney has reviewed the status of title/property ownership related to the final plat prior to release of mylars. 3. A Development Agreement has been drafted and shall be executed. 4. Conditions attached to approval of the preliminary plat have been fulfilled or secured by the Development Agreement. 5. All fees, charges and escrow related to the preliminary or final plat have been paid in full. BE IT FURTHER RESOLVED by the City Council of the City of Lino Lakes hereby approves Lyngblomsten at Lino Lakes Addition PUD Final Plan/Final Plat subject to the following conditions: 1. The developer shall maintain a 25 ft wetland buffer and signage as depicted on Sheet C0.00, Wetland Buffer Map. a. The wetland buffer and upland habitat will consist of vegetated land, consisting primarily of plant species native to this region, that is not cultivated, cropped, pastured, mowed, fertilized, used as a site for depositing snow removed from roads, driveways or parking lots, subject to the placement of mulch or yard waste, or otherwise disturbed, except for periodic cutting or burning that promotes the health of the wetland buffer or upland habitat, actions to address disease or invasive species, or other actions to maintain or improve wetland buffer or upland habitat quality, each as approved in writing by City staff. b. The wetland buffer shall be maintained in accordance with standard vegetation management practices. 2. The developer is responsible for the installation, establishment and future maintenance of all landscaping, vegetation, fences and signage consistent with the approved PUD Final Plan. 3. Future development of Lot 2, Block 2 and Outlot C, Lyngblomsten at Lino Lakes Addition shall be reviewed by the Planning & Zoning Board for recommendation to the Council. 4. Future development of Outlot C, Lyngblomsten at Lino Lakes Addition shall require final plat and full site plan review. 5. Future development of Lot 2, Block 2, Lot 3, Block 2 and Outlot C, Lyngblomsten at Lino Lakes Addition shall be consistent with the PUD Final Plan, 49/J Master Plan, Lyngblomsten Design Standards and City Ordinances. 6. After site grading and street construction, City staff, developer and the property owners of 251 Woodridge Lane and 253 Woodridge Lane shall work together to determine the best location for a screening fence between their property and the public road. 7. The following easements detail the scope, construction, and maintenance responsibilities for the private roads and public trails: a. Permanent Right of Way Easement 3 i. Hammerly Court, Dennis Lane and associated sidewalks b. Permanent Trail Easement i. Public trail over Lot 21, Block 1, Lyngblomsten at Lino Lakes Addition c. Declaration of Cross Easements i. Lyngblomsten Drive and future commercial development 8. The following documents shall be executed, recorded with Anoka County and electronic recorded copies provided to the City: a. Quit Claim Deed-Lyngblomsten Senior Housing, Inc. to Lyngblomsten at Lino Lakes, LLC b. Final plat c. Development Agreement d. Permanent Right of Way Easement e. Permanent Trail Easement f. Declaration of Cross Easements g. Declaration for Maintenance of Stormwater Facilities h. Stormwater Re-Use Agreement BE IT FURTHER RESOLVED by the City Council of the City of Lino Lakes hereby approves the Development subject to the following items being addressed prior to release of final plat mylars: 1. All comments from Anoka County Surveyors office shall be addressed. BE IT FURTHER RESOLVED by the City Council of the City of Lino Lakes hereby approves the Development subject to the following items being addressed prior to release of grading permit: 1. All comments from WSB City Engineer memo dated July 20, 2021 shall be addressed. Adopted by the Council of the City of Lino Lakes this 26th day of July, 2021. The motion for the adoption of the foregoing resolution was introduced by Council Member _______________and was duly seconded by Council Member ________________ and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: ______________________________ Rob Rafferty, Mayor ATTEST: ________________________ Julianne Bartell, City Clerk SHEET 1 OF 2 SHEETS LOUCKS City of Lino Lakes County of Anoka Sec. 31, Twp. 31, Rge. 22 SURVEYORS CERTIFICATE I, Steven F. Hough, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and labeled on this plat. Dated this _______ day of _________________________, 20______. ______________________________________________ Steven F. Hough, Licensed Land Surveyor, Minnesota License No. 54850 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this _______ day of _________________________, 20______, by Steven F. Hough, a Licensed Land Surveyor. _________________________________________________________________________ Notary Public, Hennepin County, Minnesota Notary Printed Name My Commission Expires January 31, 2025 CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA This plat of LYNGBLOMSTEN AT LINO LAKES ADDITION was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held this _______ day of _______________________, 20______, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Lino Lakes, Minnesota By _________________________________, Mayor By _________________________________, Clerk COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _______ day of _______________________, 20______. __________________________________________ Charles F. Gitzen, Anoka County Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20______ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _______ day of _______________________, 20______. By __________________________________________ By ________________________________________, Deputy Property Tax Administrator COUNTY RECORDER/REGISTRAR OF TITLES COUNTY OF ANOKA, STATE OF MINNESOTA I hereby certify that this plat of LYNGBLOMSTEN AT LINO LAKES was filed in the office of the County Recorder/Registrar of Titles for public record on this _______ day of _______________________, 20______, at ____ o'clock ___.M. and was duly recorded as Document Number __________________________. By __________________________________________ By ________________________________________, Deputy County Recorder/Registrar of Titles KNOW ALL PERSONS BY THESE PRESENTS: That Lyngblomsten at Lino Lakes, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Anoka, State of Minnesota, to wit: All that part of Lot 5, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Southerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5. AND All that part of Lot 5, Auditor's Subdivision No. 107, Anoka County, Minnesota, lying East of a line described as follows: Beginning at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Northerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5, Anoka County, Minnesota. AND That part of Lots 5 and 6, Auditor's Subdivision No. 107, lying West of the following described line: Beginning at a point on the South line of said Lot 6, 54.50 feet East of the Southwest corner of said Lot 6; thence North at a right angle to said South line 289.31 feet to the North line of said Lot 5 and said line there terminating. Excepting therefrom Parcel 21, Anoka County Highway Right-of-Way Plat No. 48. AND All that part of Lot 6, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South line of said Lot 6 which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with the South line of said Lot 6 to the North line thereof and there terminating. Excepting therefrom Parcel 22, Anoka County Highway Right-of-Way Plat No. 48. AND That part of Lot 22, Auditor's Subdivision No. 107, lying Southerly of the Westerly extension of the North line of Lot 5, said Auditor's Subdivision No. 107. Excepting therefrom Parcel 20, Anoka County Highway Right-of-Way Plat No. 48. AND Lot 4, Auditor's Subdivision No. 107, Anoka County, Minnesota; and That part of Lot 22, Auditor's Subdivision No.107, Anoka County, Minnesota, lying Easterly of the Westerly 50 feet thereof and lying between the Westerly extensions of the North and South lines of Lot 4, said Auditor's Subdivision No.107. AND That part of Lot 3, Auditor's Subdivision No. 107 described as follows: The South 237 feet of the Southwest Quarter of the Southeast Quarter of Section 31, Township 31 North, Range 22 West lying Westerly of the St. Paul Waterworks right-of-way, excepting the West 696.33 feet. Have caused the same to be surveyed and platted as LYNGBLOMSTEN AT LINO LAKES ADDITION, and does hereby dedicate to the public for public use the public way, and does also dedicate the drainage and utility easements as created by this plat. In witness whereof said Lyngblomsten at Lino Lakes, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _______ day of _________________________, 20______. LYNGBLOMSTEN AT LINO LAKES, LLC SIGNED: ______________________________________________ By: ________________________________________, as ____________________________ STATE OF ______________________ COUNTY OF ____________________ The foregoing instrument was acknowledged before me this _______ day of _________________________, 20______, by ___________________________________________, as ___________________________ of Lyngblomsten at Lino Lakes, LLC, a Minnesota limited liability company, on behalf of the company. ___________________________________________________________________________ Notary Public, _________________________________Notary Printed Name My Commission Expires ________________________ SHEET 2 OF 2 SHEETS LOUCKS DENOTES INFORMATION AS SHOWN ON CITY PLANS. NOT FIELD VERIFIED. BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) DENOTES "PK NAIL" SET BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 31, RANGE 22 HAVING A BEARING OF N89°44'38"W DENOTES 1/2 INCH IRON MONUMENT FOUND, CAPPED "LS 12251", UNLESS OTHERWISE SHOWN DENOTES FOUND COUNTY CAST IRON MONUMENT DENOTES 1/2 INCH X 14 INCH IRON MONUMENT SET, MARKED "LS 54850" SCALE IN FEET 0 60 NCity of Lino Lakes County of Anoka Sec. 31, Twp. 31, Rge. 22 SITE SECTION 31, TOWNSHIP 31, RANGE 22, ANOKA COUNTY, MINNESOTA CITY OF LINO LAKES RESOLUTION NO. 20-95 RESOLUTION APPROVING DEVELOPMENT AGREEMENT AND PLANNED UNIT DEVELOPMENT AGREEMENT FOR LYNGBLOMSTEN AT LINO LAKES ADDITION WHEREAS, on July 26, 2021, the City Council passed Resolution No. 20-94 approving the PUD Final Plan/Final Plat for Lyngblomsten at Lino Lakes Addition; and WHEREAS, the City’s subdivision ordinance and conditions of approval require the execution of a development agreement between the Developer and the City of Lino Lakes. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby approves the Development Agreement and Planned Unit Development Agreement between Lyngblomsten at Lino Lakes, LLC and the City of Lino Lakes for Lyngblomsten at Lino Lakes Addition and authorizes the Mayor and City Clerk to execute such agreement on behalf of the City. Adopted by the Council of the City of Lino Lakes this 26th day of July, 2021. The motion for the adoption of the foregoing resolution was introduced by Council Member _______________and was duly seconded by Council Member ________________ and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: _______________________________ Rob Rafferty, Mayor ATTEST: ________________________ Julianne Bartell, City Clerk DEVELOPMENT AGREEMENT and PLANNED UNIT DEVELOPMENT AGREEMENT Lyngblomsten at Lino Lakes Addition THIS AGREEMENT is made this _____ day of ____________, 202__, by and between the City of Lino Lakes, a Minnesota municipal corporation, and Lyngblomsten at Lino Lakes, LLC (“Developer”). 1. Subdivision. Developer received preliminary plat approval from the City by Resolution No. 19-42 for a plat known as Lyngblomsten at Lino Lakes Addition (“Subdivision”). Unless otherwise stated, all terms and conditions of this Agreement relate to work within the Subdivision. 2. Final Plat Approval. The City’s approval of the final plat of Lyngblomsten at Lino Lakes Addition as legally described on Exhibit A attached hereto, is contingent upon execution and delivery of this agreement and all required petitions, bonds, security, and documents, and satisfaction of all conditions of approval required by Resolution No. 20- 95. The Final Plat is attached hereto as Exhibit B. 3. Phased Development. The City may refuse to approve final plats of subsequent additions of the plat if the Developer has breached this Agreement and the breach has not been remedied. Development of subsequent phases may not proceed until Development Agreements for such phases are approved by the City. 4. Developer Plans. a. The Subdivision shall be developed in accordance with the following Developer Plans, original copies of which are on file with the City Engineer. The Developer Plans may be prepared and revised after entering into this Agreement but must be approved in writing (which may be by email) by the City community development department before commencement of any work. If the plans vary from the written terms of this Agreement, this Agreement shall control. b. The Developer Plans as of the date of this Agreement are: i. PUD Final Plan/Final Plat Submittal (128 plan sheets) prepared by Wold Architects, Loucks and Associates, and Anderson-Johnson, Inc. revision date July 14, 2021. ii. Sub-Slab Drainage System Design Report prepared by Braun Intertec dated October 11, 2019 Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 2 iii. Surfacewater Management Report prepared by Anderson-Johnson Associates revision date July 14, 2021. iv. 49 & J Road Concept Layout prepared by SEH dated September 29, 2020 (which shall constitute “Developer Plans” as to roads located within or directly serving the site only; see also Section 19 with regard to off-site improvements) Any provision in the plans or in this Agreement notwithstanding, Developer shall be responsible for, and the Developer Improvements shall include only, the construction of the private and public roads located entirely within the platted property. All roadwork that is located outside of the platted property (the “County Road Work”) will be secured, paid for, and completed pursuant to Section 19 below. 5. Permits. The Developer shall be responsible for securing all site grading and development approvals and permits from all appropriate Federal, State, Regional and Local jurisdictions prior to the commencement of site grading or construction and prior to the City awarding construction contracts for public improvements. 6. Developer Improvements. The Developer shall secure a contractor to install these improvements, hereinafter referred to as the “Developer Improvements,” which contractor shall be approved by the City Community Development Director in his/her reasonable discretion. Weis Builders, Inc. is hereby approved by the City. The cost of Developer Improvements is as shown on Exhibit C attached hereto. All Developer Improvements shall require City inspection and approval and, where appropriate, the approval of any other governmental agency having jurisdiction. Although the provisions in this Section 6 reference the entire Property, the City and Developer acknowledge that due to the size of the Property, it is likely that development will occur in one area prior to in another, even if the entire Property is developed in a single phase. Accordingly, where applicable, Developer Improvements may be completed in a non-simultaneous manner. For instance, rough grading may occur on the townhome area, and upon completion of rough grading of the townhome area, utility installation may occur at the townhome area, while the senior facility is being rough graded. The City will reasonably cooperate with the Developer to accommodate efficient construction, consistent with the preceding two sentences. The Developer shall construct and install at the Developer's expense the following improvements according to the following terms and conditions. a. Site Grading i. No grading shall commence until all requirements of the Rice Creek Watershed District (RCWD) have been satisfied. Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 3 ii. All site grading shall be conducted in accordance with the grading plan as approved by the City and in accordance with NPDES and RCWD requirements. The Developer shall perform the work in accordance with a Storm Water Pollution Prevention Plan (SWPPP) pursuant to Minnesota Pollution Control Agency (MPCA) requirements. b. Grading and Erosion Control i. The Developer shall grade the site to within 0.2 foot of the grades shown on the approved grading plan. No deviations will be allowed unless a revised plan is submitted and approved by the City and all other regulatory agencies. ii. The street right-of-way, storm water storage ponds, and surface water drainage ways shall be rough mass-graded prior to commencement of utility construction, unless otherwise approved by the City Engineer. iii. The Developer shall be responsible for ascertaining that site geotechnical and groundwater conditions are adequate and conforming with the grading and site improvement as proposed. The developer shall provide testing from an approved testing company and include data on building pads and roadways as outlined in the City standard specifications for construction. iv. The Developer’s engineer shall certify in writing, with an as-built survey, that all grading complies with the approved grading plan prior to issuance of any building permits. The Developer shall promptly clear dirt and debris within public right-of-ways and drainage and utility easements resulting from construction by the Developer, its purchasers, builders and contractors within five (5) days after notification by the City. The Developer shall be responsible for all necessary street and storm sewer maintenance, including street sweeping, until all home construction is completed, unless otherwise released by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on them, including detour signs if necessary. If and when the streets become impassable, such streets shall be barricaded and closed. The Developer shall maintain a smooth, hard driving surface and adequate drainage on all temporary streets. c. Final street grading, subbase, gravel base, concrete curb and gutter, and bituminous base course and wear course shall be furnished and installed. d. Sidewalks, paths and street lighting as required by the City, per the approved plans. Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 4 e. Storm sewers, when determined to be necessary by the City Engineer, including all necessary laterals, catch basins, inlets and other appurtenances, shall be furnished and installed, per the approved plans. f. Sanitary sewer mains, laterals or extensions, including all necessary building services and other appurtenances, shall be furnished and installed. g. Water mains, laterals or extensions, including all necessary building services, hydrants, valves and other appurtenances, shall be furnished and installed. h. The Developer shall place iron monuments at all lot, block, and outlot corners and at all other angle points on boundary lines consistent with the final plat. Iron monuments shall be placed after all street and lawn grading has been completed in order to preserve the lot markers for future property owners. Lot corner irons on the back property line shall be installed so that the top of the iron corresponds to the finished ground elevation in accordance with the approved grading plan. Guard stakes shall be appropriately installed to mark these irons. i. Landscaping shall be furnished and installed in accordance with the approved plans. j. The Developer shall arrange for all gas, telephone, cable TV and electric utility services to the Subdivision in accordance with City Code and State law. The utilities are required to be located within a joint trench. Street light installations shall be initiated by the Developer with City Engineer approval, per the approved plans. The Developer is solely responsible for the cost of utility installation. k. The Developer shall install mailboxes in accordance with Federal and Postal Service regulations. l. The Developer shall install conservation easement signs per City standard detail plates prior to the issuance of building permits. m. The Developer shall install all Infrastructure Improvements required by the Contract for Private Development between the Lino Lakes Economic Development Authority and the Developer, approved July 22, 2019, as amended. 7. Time of Performance. The Developer shall install all required Developer Improvements enumerated in Paragraph 6 within twenty-four months from issuance of a Grading Permit. The Developer may request a reasonable extension of time from the City. If the extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases, if any, and the extended completion date. Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 5 8. City Improvements. No City improvements are proposed to be constructed for this subdivision. 9. Record Drawings. a. Upon project completion, Developer shall submit record drawings, in electronic format, of all public and private infrastructure improvements, including grading, sanitary sewer, watermain, storm sewer facilities, and roads, constructed by Developer. The files shall be drawn in Anoka County NAD 83 Coordinate system and provided in both AutoCAD .dwg and Adobe .pdf file formats. The plans shall include accurate locations, dimensions, elevations, grades, slopes and all other pertinent information concerning the complete work. b. The Developer shall submit certified compaction testing results for the site grading operations. c. A summary of the record plan attribute data for the storm sewer, watermain, and sanitary sewer structures and pipes shall be submitted in the form of an Excel Spreadsheet as provided by the City Engineer. d. No securities will be fully released until all record drawings have been submitted and accepted by the City Engineer. 10. Faithful Performance of Construction Contracts and Security. a. The Developer will fully and faithfully comply with all terms and conditions of any and all contracts entered into by the Developer for the installation and construction of all Developer Improvements. Concurrent with the execution hereof by the Developer, the Developer will furnish to, and at all times thereafter maintain with the City, a cash deposit, certified check, Irrevocable Letter of Credit, or Surety Agreement in form and substance as set forth on Exhibit D attached hereto (at Developer’s sole option), based on one hundred and twenty-five (125%) percent of the total estimated cost of the Developer's Improvements as set forth on Exhibit C attached hereto. As set forth on Exhibit C, any other Developer work not secured by the cash deposit, certified check, Irrevocable Letter of Credit, or Surety Agreement required under this paragraph 10 for Developer Improvements, including but not limited to parking lot construction, shall be covered by a separate security posted by the Developer of not less than thirty-five (35%) percent of the total estimated cost of such work. b. Irrevocable Letter of Credit. If an Irrevocable Letter of Credit is utilized for any security required by this Agreement, it shall be for the exclusive use and benefit of the City of Lino Lakes and shall state that it is issued to guarantee and assure Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 6 performance by the Developer of all the terms and conditions of this Development Agreement and construction of all required improvements referenced therein in accordance with the ordinances and specifications of the City. The letter shall be in a form, and from a bank, as approved by the City. If an Event of Default occurs under this Agreement the City reserves the right to draw, in whole or in part, on any portion of the Irrevocable Letter of Credit for the purpose of guaranteeing the terms and conditions of this agreement. The Irrevocable Letter of Credit shall be automatically extended for additional periods of one year from present or future expiration dates on an annual basis, unless at least sixty (60) days prior to the expiration date, the Community Development Director and City Engineer, are notified by certified mail or overnight courier, that the Letter of Credit will not be extended. c. Alternatively, the Developer may enter into a Public Improvement Surety Agreement, subject to City approval. d. Reduction of Security. The Developer may request, and the City shall approve such request within ten business days thereof, reduction of the Letter of Credit or cash deposit based on prepayment or the value of the completed improvements at the time of the requested reduction. Within 10 business days following request, the City shall approved or shall deny with specificity to allow Developer to resolve the issue. 11. Warranty. The Developer warrants all utility work required to be performed by it against poor material and faulty workmanship for a period of two years after completion and acceptance by the City of the warranted item. All new streets shall be warranted by the developer for a period of one year from the time the final inspection of the street is completed and accepted by the City. All trees, grass and sod shall be warranted to be alive, of good quality and disease free for 12 months after planting. Prior to final acceptance of the Developer Improvements the City shall require a Surety Bond or Cash Escrow to cover the warranty provisions of this Agreement. The amount shall be 20 % of the original cost of construction identified in Schedule C. 12. Dedication. The Developer shall dedicate to the City, at no cost to the City, any permanent or temporary easements that may be necessary for the construction and installation of the Developer Improvements. All such easements required by the City shall be in writing, in recordable form, containing such terms and conditions as the City shall reasonably determine. 13. Ownership of Improvements. Upon completion and City acceptance of the work and construction required by this Agreement, the public improvements lying within public right-of-way and easements shall become City property without further notice or action unless the improvements are to be deemed private infrastructure. Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 7 14. Recording and Release. The Developer agrees that the terms of this Development Agreement shall be a covenant on any and all property included in the Subdivision. The Developer agrees that the City shall have the right to record a copy of this Development Agreement with the Anoka County Recorder to give notice to future purchasers and owners. This shall be recorded against the Subdivision described on Page 1. Upon request of Developer at any time following completion of the Developer Improvements and expiration of the warranty periods provided in Section 11, the City shall execute such documentation as is reasonably necessary to release the Subdivision, or applicable portion thereof, from this Agreement. 15. Escrow for City’s Costs. a. The Developer agrees to establish a non-interest bearing escrow account with the City in an amount determined by the City Administrator or his or her designee for the payment of all costs incurred by the City related to the development of the Subdivision including, but not limited to, the following (See Exhibit C for breakdown of costs): i. Planning/ Review ii. Administration - 3% of those Developer Improvement Costs set forth on Exhibit C iii. City Engineering iv. Public Street lighting installation (by utility company, developer to initiate) v. Traffic signing improvements vi. Street, storm sewer and pond maintenance vii. Property Taxes. Should the recording of the Final Plat occur after July 1st, any and all property taxes on any public property dedicated as a part of this plat shall be the responsibility of the Developer. b. If the above escrow amounts are insufficient, the Developer shall make such additional deposits as required by the City. The City shall have a right to reimburse itself from the Escrow with suitable documentation supporting the charges. 16. Developer Fees. At the time of execution of this Agreement, the Developer shall pay the following fees related to the development of the Subdivision (See Exhibit C for breakdown of costs): Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 8 a. Park Dedication The Park Dedication Fee for this site is calculated as follows: The Developer shall be reimbursed for required bituminous trail improvement installed by the Developer. The costs of said trail improvements are estimated at $51,850.00. Upon completion of the improvements and acceptance by the City the Developer shall submit a pay request to the City Engineer for reimbursement. The pay request shall include documentation required by the City Engineer, including quantities and unit prices, to verify the actual amount of construction. b. The Developer shall pay 15 months of maintenance and energy costs for street lights installed within the Subject Property at the rate of $8/month/light. After that the City will assume the costs. c. GIS Mapping Fees d. Trunk Sewer Connection Fees The City established trunk utility connection fees to uniformly distribute the costs of public trunk sanitary sewer infrastructure. The Trunk Utility Connection Fee consists of two components; a Trunk Charge and an Availability Charge. Trunk Charge The trunk charge shall be paid at the time of subdivision approval or at the time of hook-up, whichever is first. Residential trunk charges are based on one unit per dwelling unit. Commercial/Industrial/Institutional (CII) trunk charges are based on a factor of 2.92 units per acre. Sanitary Sewer $1,606.00 Per Unit Building Legal Description Total # Units or Acres Fee per Unit or Acre Total Cottage Homes Lots 1-20, Block 1 20 units $3,160 $63,200 Independent Living (IL)Lot 1, Block 2 96 units $3,160 $303,360 Town Center, Assisted Living (AL) & Memory Care (MC)Lot 1, Block 2 2.08 acres $2,520 $5,242 Skilled Care (SC)Lot 3, Block 2 0.71 acres $2,520 $1,789 Restaurant Lot 2, Block 2 1.22 acres $2,520 $3,074 Commercial Outlot C Future acres $0 $0 TOTAL $376,665 Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 9 Availability Charge For residential properties, the availability charge shall be paid at the time of subdivision approval or at the time of hook-up, whichever is first. Commercial/Industrial/Institutional availability charges shall be paid at the time of building permit. Fees are based on the number of sanitary access charge (SAC) units assigned by Metropolitan Council Environmental Services (MCES). Residential uses shall be assigned one unit per dwelling unit unless otherwise noted by MCES. City Sewer (CSAC) $1,502.00 Per SAC Unit Trunk sewer unit charges addressed under this paragraph are in addition to any SAC charges imposed by Metropolitan Council Environmental Services. An estimate of the total charge and the trunk utility credit for developer installed trunk oversizing is specified in Exhibit C. e. Trunk Water Connection Fees The City established trunk utility connection fees to uniformly distribute the costs of public trunk water infrastructure. The Trunk Utility Connection Fee consists of two components; a Trunk Charge and an Availability Charge. Trunk Charge The trunk charge shall be paid at the time of subdivision approval or at the time of hook-up, whichever is first. Residential trunk charges are based on one unit per dwelling unit. Commercial/Industrial/Institutional (CII) trunk charges are based on a factor of 2.92 units per acre. Water $2,306.00 Per Unit Availability Charge For residential properties, the availability charge shall be paid at the time of subdivision approval or at the time of hook-up, whichever is first. Commercial/Industrial/Institutional availability charges shall be paid at the time of building permit. Fees are based on the number of sanitary access charge (SAC) units assigned by Metropolitan Council Environmental Services (MCES). Residential uses shall be assigned one unit per dwelling unit unless otherwise noted by MCES. Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 10 City Water (CWAC) $1,451.00 Per SAC Unit An estimate of the total charge and the trunk utility credit for developer installed trunk oversizing is specified in Exhibit C. f. Surface Water Management Area Charges The City established a trunk area charge to uniformly distribute the costs of public trunk surface water infrastructure and water quality improvements. The Surface Water Management Charge shall be based on developable acreage, in the amount specified in Exhibit C. The charge shall be paid at the time of subdivision approval. 17. Assessment of Charges and Waiver of Rights a. In consideration of the construction of City Improvements listed in Paragraph 8 and /or provision of sewer, water and storm water services, the Developer agrees that the costs of City Improvements together with Trunk Sewer Unit Charge, Trunk Water Unit Charge and the Surface Water Management Area Charge (collectively, “the Charges”) may, at the Developer’s sole option and only upon request by Developer, be assessed against the Subdivision parcels. The Developer hereby waives any and all procedural and substantive objections to the special assessments so requested by Developer, including notice and hearing requirements, any claim that the assessments exceed the benefit to the properties, and any right to appeal. b. Unless the Developer pays the entire balance owed for the Charges contemporaneously with the execution of this Agreement, the Developer shall provide to the City a cash escrow or irrevocable letter of credit in an amount equal to 35% of the total assessments for the Charges as estimated by the City Engineer (see Exhibit C). The letter of credit shall be in a form, and from a bank, as approved by the City. The letter of credit or cash escrow may be used by the City upon default by Developer in the payment of special assessments. The cash escrow or letter of credit shall remain in place throughout the term of the special assessments. The letter of credit may not be terminated without the City’s written consent. c. Developer, its successors or assigns, agrees that within 30 days after the date of sale of a lot, the Developer, its heirs, successors or assigns, at its own cost and expense, shall pay the entire unpaid charges assessed or to be assessed under this agreement against such property. Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 11 d. If a certificate of occupancy is issued before the special assessments have been levied, the Developer, its successors or assigns shall pay the City the sum of cash equal to 10% of the Engineer's estimate of the special assessments for such Charges that would be levied against the property. Upon such payment the City shall issue a certificate showing the assessments are paid in full. Notwithstanding the issuance of said certificate, the Developer shall be liable to the City for any deficiency and the City shall pay the Developer any surplus arising from the payment based upon such estimate. The City will use reasonable efforts to levy the applicable assessments on or before December 31, 2021. e. Acceleration upon Default. In the event the Developer violates any of the covenants, conditions or agreements herein, violates any ordinance, rule or regulation of the City, County of Anoka, State of Minnesota or other governmental entity having jurisdiction over the plat or development, or fails to pay when due any installment of any special assessment levied pursuant to this agreement, or any interest thereon, the City at its option, in addition to its rights and remedies hereunder, after 10 days written notice to the Developer, may declare all of the unpaid special assessments which are then estimated or levied pursuant to this agreement due and payable in full, with interest. The City may seek recovery of such special assessments due and payable from the security provided herein. In the event that such security is insufficient to pay the outstanding amount of such special assessments plus accrued interest the City may certify such outstanding special assessments in full to the County Auditor pursuant to Minnesota Statutes section 429.061, subdivision 3, for collection the following year. The City, at its option, may commence legal action against the Developer to collect the entire unpaid balance of the special assessments then estimated or levied pursuant hereto, with interest, including reasonable attorney's fees, and Developer shall be liable for such special assessments and, if more than one, such liability shall be joint and several. In addition to any other rights and remedies upon Developer’s default, the City may refuse to issue building permits and/or Certificates of Occupancy for any property within the Subdivision until such time as such default has been corrected to the satisfaction of the City. The Developer agrees to reimburse the City for all costs incurred by the City in the enforcement of this agreement, or any portion thereof, including court costs and reasonable engineering and attorneys' fees, if the City prevails in any enforcement action. 18. Building Permits. Cottage Homes – No certificate of occupancy shall be issued for a Cottage Home until all public utilities and streets have been inspected and approved by the City. No building permits shall be issued for construction of a Cottage Home until: Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 12 a. Site grading and certified compaction testing for the lot upon which the Cottage Home is to be constructed is completed, and City sewer main, watermain, storm sewer, and gravel base construction of the streets to serve the Cottage Homes are constructed, and installation of private utilities such as gas, electric and telephone have been coordinated with the utility provider, except as provided below. i. Model Homes: Structures may be installed as model homes consistent with City ordinance upon approval of the final plat. A record drawing of the site grading for the model home lots shall be submitted prior to issuance of building permits for the model homes. ii. If any building permits for model homes are issued prior to the completion and acceptance of public improvements, the Developer assumes all liability and costs resulting in delays in completion of public improvements and damage to public improvements caused by the City, the Developer, its contractors, subcontractors, material men, employees, agents or third parties. Any such costs shall be reimbursed from Developer’s escrow Senior Living Building - A building permit shall not be issued for the Senior Living Building (a) until the Lot 1, Block 2 site grading is completed, a grading record plan has been approved by the City and perimeter draintile system is installed, or (b) until the Developer has certified in writing that the Lot 1, Block 2 site grading will be completed and the perimeter draintile system will be installed simultaneously with construction of the building. 19. Special Provisions. a. Developer has entered a Contract for Private Development with the Lino Lakes Economic Development Authority. Developer shall comply with all the requirements of that Agreement, including but not limited to those set forth in Sections 3.9, 4.3, and Exhibits C and D of said Agreement. a. Demolition, Temporary Use and Removal of Existing Structures. i. The single family residential dwelling located at 275 Ash Street shall be demolished prior to or in conjunction with the commencement of site grading activities. A demolition permit will be required by the City. ii. The structure located at 6013 Hodgson Road shall be demolished prior to or in conjunction with the commencement of site grading activities. A demolition permit will be required by the City. Developer shall be responsible for capping private well in accordance with state requirements. Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 13 iii. The structure at 6011 Hodgson Road may be used temporarily as a sales office during construction for a period no longer than 18 months from the date grading operations commence, provided that the sanitary sewer service is re-routed to new sanitary sewer line. Upon expiration of the 18 month period or relocation of the sales office to the main senior campus building, the structure shall be demolished. A demolition permit will be required by the City. The Developer will be responsible for capping the private well and removing the temporary sanitary sewer service. b. Per Plan Sheet C1.10, Removals Plan Overall dated July 14, 2021 prepared by Anderson-Johnson Associates, Inc., the overhead power lines along CSAH 49 (Hodgson Road) and CR J (Ash Street) shall be converted to underground utility by the local power company. c. The Development requires turn lane, off-site stormwater and signal improvements along Hodgson Road (County State Aid Highway 49) and County Road J (Ash Street) as generally identified on the Concept Plan dated August 24, 2020 prepared by SEH, Inc. subject to approval by Anoka County and Ramsey County, the “Off-Site Improvements,” which the parties anticipate will be constructed by Anoka County in 2023. Developer’s share of the Off-Site Improvements intended to be constructed by Anoka County is $902,000. The Developer shall deposit with the City security in the amount of $1,127,500, which represents 125% of the Developer’s share of the Off-Site Improvements. The security shall be provided in the form of a cash escrow, surety agreement or letter of credit in a form acceptable to the City, each of which may be drawn upon by the City in the event Developer fails to pay the Developer’s share of the Off-Site Improvements within thirty days after invoice therefore. The Developer shall also coordinate and cooperate with Anoka County and Ramsey County in the Counties’ efforts to undertake additional off-site improvements related to the Hodgson Road (County State Aid Highway 49) and County Road J (Ash Street) intersection improvements. Such work shall be completed consistent with the 49 & J Road Concept Layout prepared by SEH dated August 24, 2020 It Is understood by the parties hereto that Anoka County may itself undertake the Off-Site Improvements, and that such work may be the subject of an agreement between the County and the City. If the City and Anoka County enter an agreement by which Anoka County proceeds with a project that includes construction of the Off-Site Improvements by the County, the City shall retain the cash escrow portion of security referenced in this paragraph, and the letter of credit or surety agreement shall be returned to the Developer. However, if no County/City Agreement for the construction of the Off-Site Improvements by the County is in place by April 30, 2022 the Developer shall submit final construction plans providing for construction of the Off-Site Improvements by Developer Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 14 depicted as Contractor Roadway and Parcel Area on the SEH November 10, 2020 49 & J Road Concept Plan, Exhibit E (consisting of the turn lane, trails, boulevard trees and signage located within the right-of-way). The final construction plans shall be approved by the City and County Engineers. In the event Developer undertakes such construction, the security required by this Section 19.c shall be reduced (in the event of a surety agreement or letter of credit) and/or released to Developer (in the event of a cash deposit) consistent with the release procedure set forth in Sections 3 through 5 of the Surety Agreement set forth on Exhibit D attached hereto. d. Trunk sewer and water fees for the Skilled Nursing Facility will charged at time of the building permit when the SAC determination is known. e. The Developer shall maintain, repair and replace the landscaping, private streets, private street lights, monument signs, driveways, retaining walls, walkways, mailboxes, fences and other private improvements and amenities consistent with the approved Developer Plans as they relate to Lots 1-21, Block 1, Lots 1-3, Block 2 and Outlots A and B, Lyngblomsten at Lino Lakes Addition f. After site grading and street construction, City staff, developer and the property owners of 251 Woodridge Lane and 253 Woodridge Lane shall work together to determine the best location for a screening fence between their property and the public road. g. The Developer shall provide an operations and maintenance plan for the Stormwater Reuse System, French Drain, Sub-Surface Drainage System and the Loading Dock Tank System. The operation and maintenance plan for the French Drain and Sub-Surface Drainage systems include winter operations such that it is the owner’s responsibility to monitor and maintain the downstream outlet, including the Public Drainage System to the west of the site, to the extent needed to address blockages, icing, or other issues that may occur as a result of operation. The Developer will be responsible to fund the implementation of improvements needed to address any long term issues that occur during winter operation. The ground water systems, French Drain and Sub-Surface Drainage System, shall not outlet to the public storm sewer systems. Per Wold Architects and Engineers Letter to City Engineer Dated March 27, 2020 and Revised on April 21, 2020. h. Pond 3P North Pond is to be a privately maintained by the Developer. The pond is to include surfacewater management for Blanchard Boulevard (the public roadway), the City’s sanitary sewer lift station (Outlot B), and Hodgson Road/Ash Street right of ways (identified as PO5, PO2, and PO8 from the Surfacewater Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 15 Management Plan prepared by Anderson-Johnson Associates, Inc. revised July 14, 2021). 20. Hours of Construction Activity. All construction activity shall be limited to the hours as follows: Monday through Friday 7:00 a.m. to 7:00 p.m. Saturday 9:00 a.m. to 5:00 p.m. Sunday and Holidays No working hours allowed 21. Insurance. Developer or its general contractor shall take out and maintain until one year after the City accepted the Developer Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's or general contractor’s work, as the case may be, or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than Five Hundred Thousand and no/100 ($500,000.00) Dollars for one person and One Million and no/100 ($1,000,000.00) Dollars for each occurrence; limits for property damage shall be not less than One Million and no/100 ($1,000,000.00) Dollars for each occurrence; or a combination single limit policy of Two Million and no/100 ($2,000,000.00) Dollars or more. The City, its employees, its agents and assigns shall be named as an additional insured on the policy, and the Developer or its general contractor shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. 22. Developer’s Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than two business days in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, levy the cost in whole or in part as a special assessment against the Subject Property. Developer waives its rights to notice of hearing and hearing on such assessments and its right to appeal such assessments pursuant to Minnesota Statutes, chapter 429. 23. General. a. Binding Effect Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 16 The terms and provisions hereof shall be binding upon and inure to the benefit of the heirs, representatives, successors and assigns of the parties hereto and shall be binding upon all future owners of all or any part of the Subdivision and shall be deemed covenants running with the land, unless otherwise released pursuant to section 14 of this Agreement. b. Validity. If a portion, section, subsection, sentence, clause, paragraph or phrase in this agreement is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect or void any of the other provisions of the Development Agreement. c. Notices Whenever in this agreement it shall be required or permitted that notice or demand be given or served by either party to this agreement to or on the other party, such notice or demand shall be delivered personally or mailed by United States mail to the addresses below by certified mail (return receipt requested). Such notice or demand shall be deemed timely given when delivered personally or when deposited in the mail in accordance with the above. The addresses of the parties are as set forth until changed by notice given as above. To Developer: Jeff Heinecke Lyngblomsten at Lino Lakes, LLC 1415 Almond Ave St. Paul, MN 55108 With copy to: Judd Fenlon Grand Real Estate Advisors, LLC 90 Dale St. South St. Paul, MN 55102 To City: Community Development Director City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 d. Counterparts This agreement may be executed in counterparts by the Parties. Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 17 24. Land Use Controls - Planned Unit Development. a. Lyngblomsten at Lino Lakes is a Planned Unit Development (PUD) as approved by the following City Council actions: i. Ordinance No. 07-19 Rezoning Property from GB, General Business to PUD, Planned Unit Development 1. Details permitted, accessory, conditional and administrative uses specific to the 20 acre site ii. Resolution No. 19-42 Approving PUD Development Stage Plan/Preliminary Plat 1. Establishes development’s framework in regards to lot and yard requirements, height regulations, impervious surface and design guidelines iii. Resolution No. 20-44 approving PUD Development Stage Plan Amendment #1-Site Plan and Grading & Drainage Plan iv. Resolution No. 20-94 approving PUD Final Plan/Final Plat b. The applicant shall maintain a 25 ft wetland buffer as depicted on Sheet C0.00, Wetland Buffer Map dated May 11, 2020 prepared by Anderson-Johnson Associates, Inc. c. The wetland buffer and upland habitat will consist of vegetated land, consisting primarily of plant species native to this region, that is not cultivated, cropped, pastured, mowed, fertilized, used as a site for depositing snow removed from roads, driveways or parking lots, subject to the placement of mulch or yard waste, or otherwise disturbed, except for periodic cutting or burning that promotes the health of the wetland buffer or upland habitat, actions to address disease or invasive species, or other actions to maintain or improve wetland buffer or upland habitat quality, each as approved in writing by City staff. d. The wetland buffer shall be maintained in accordance with standard vegetation management practices. e. Future development of Lot 2 and Outlot C, Lyngblomsten at Lino Lakes Addition shall require final plat and full site plan review by City staff, the Planning & Zoning Board and City Council. f. Future development of Outlot C, Lyngblomsten at Lino Lakes shall be consistent with the 49/J Master Plan, Lyngblomsten Design Standards and city ordinances. Signatures Appear on Following Page Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 18 CITY SIGNATURE PAGE TO DEVELOPMENT AGREEMENT AND PLANNED UNIT DEVELOPMENT AGREEMENT CITY OF LINO LAKES By _________________________ Mayor ATTEST By _________________________ City Clerk STATE OF MINNESOTA ) ) SS COUNTY OF ANOKA ) This instrument was acknowledged before me on ________ day of ____________, 2021, by Rob Rafferty as Mayor of the City of Lino Lakes on behalf of said City. _______________________________ Notary Public STATE OF MINNESOTA ) ) SS COUNTY OF ANOKA ) This instrument was acknowledged before me on ________ day of ____________, 2021 by Julianne Bartell as City Clerk of the City of Lino Lakes on behalf of said City. _______________________________ Notary Public Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 19 DEVELOPER SIGNATURE PAGE TO DEVELOPMENT AGREEMENT AND PLANNED UNIT DEVELOPMENT AGREEMENT DEVELOPER: LYNGBLOMSTEN AT LINO LAKES, LLC By ______________________ Its ______________________ STATE OF MINNESOTA ) ) SS COUNTY OF __________ ) On this _______ day of _______________, 2021, before me, a Notary Public within and for said County, personally appeared ____________, the __________________ of Lyngblomsten at Lino Lakes, LLC, a Minnesota limited liability company (Developer), who executed the foregoing instrument on behalf of the company. ______________________________ Notary Public This instrument was drafted by: City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 20 EXHIBIT A Legal Description All that part of Lot 5, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Southerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5. AND All that part of Lot 5, Auditor's Subdivision No. 107, Anoka County, Minnesota, lying East of a line described as follows: Beginning at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Northerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5, Anoka County, Minnesota. AND That part of Lots 5 and 6, Auditor's Subdivision No. 107, lying West of the following described line: Beginning at a point on the South line of said Lot 6, 54.50 feet East of the Southwest corner of said Lot 6; thence North at a right angle to said South line 289.31 feet to the North line of said Lot 5 and said line there terminating. Excepting therefrom Parcel 21, Anoka County Highway Right-of-Way Plat No. 48. AND All that part of Lot 6, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South line of said Lot 6 which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with the South line of said Lot 6 to the North line thereof and there terminating. Excepting therefrom Parcel 22, Anoka County Highway Right-of-Way Plat No. 48. AND That part of Lot 22, Auditor's Subdivision No. 107, lying Southerly of the Westerly extension of the North line of Lot 5, said Auditor's Subdivision No. 107. Excepting therefrom Parcel 20, Anoka County Highway Right-of-Way Plat No. 48. AND Lot 4, Auditor's Subdivision No. 107, Anoka County, Minnesota; and That part of Lot 22, Auditor's Subdivision No.107, Anoka County, Minnesota, lying Easterly of the Westerly 50 feet thereof and lying between the Westerly extensions of the North and South lines of Lot 4, said Auditor's Subdivision No.107. AND That part of Lot 3, Auditor's Subdivision No. 107 described as follows: The South 237 feet of the Southwest Quarter of the Southeast Quarter of Section 31, Township 31 North, Range 22 West lying Westerly of the St. Paul Waterworks right-of-way, excepting the West 696.33 feet. Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 21 EXHIBIT B Final Plat SHEET 1 OF 2 SHEETS LOUCKS City of Lino Lakes County of Anoka Sec. 31, Twp. 31, Rge. 22 SURVEYORS CERTIFICATE I, Steven F. Hough, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this Plat; and all public ways are shown and labeled on this plat. Dated this _______ day of _________________________, 20______. ______________________________________________ Steven F. Hough, Licensed Land Surveyor, Minnesota License No. 54850 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this _______ day of _________________________, 20______, by Steven F. Hough, a Licensed Land Surveyor. _________________________________________________________________________ Notary Public, Hennepin County, Minnesota Notary Printed Name My Commission Expires January 31, 2025 CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA This plat of LYNGBLOMSTEN AT LINO LAKES ADDITION was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held this _______ day of _______________________, 20______, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Lino Lakes, Minnesota By _________________________________, Mayor By _________________________________, Clerk COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _______ day of _______________________, 20______. __________________________________________ Charles F. Gitzen, Anoka County Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20______ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _______ day of _______________________, 20______. By __________________________________________ By ________________________________________, Deputy Property Tax Administrator COUNTY RECORDER/REGISTRAR OF TITLES COUNTY OF ANOKA, STATE OF MINNESOTA I hereby certify that this plat of LYNGBLOMSTEN AT LINO LAKES was filed in the office of the County Recorder/Registrar of Titles for public record on this _______ day of _______________________, 20______, at ____ o'clock ___.M. and was duly recorded as Document Number __________________________. By __________________________________________ By ________________________________________, Deputy County Recorder/Registrar of Titles KNOW ALL PERSONS BY THESE PRESENTS: That Lyngblomsten at Lino Lakes, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Anoka, State of Minnesota, to wit: All that part of Lot 5, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Southerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5. AND All that part of Lot 5, Auditor's Subdivision No. 107, Anoka County, Minnesota, lying East of a line described as follows: Beginning at a point on the South line of Lot 6, said Subdivision, which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with said South line of said Lot 6, 289.31 feet to the North line of said Lot 5 and there terminating; and lying Northerly of a line drawn parallel to the North line of said Lot 5 and 72 feet Southerly thereof, as measured along the Easterly line of said Lot 5, Anoka County, Minnesota. AND That part of Lots 5 and 6, Auditor's Subdivision No. 107, lying West of the following described line: Beginning at a point on the South line of said Lot 6, 54.50 feet East of the Southwest corner of said Lot 6; thence North at a right angle to said South line 289.31 feet to the North line of said Lot 5 and said line there terminating. Excepting therefrom Parcel 21, Anoka County Highway Right-of-Way Plat No. 48. AND All that part of Lot 6, Auditor's Subdivision No. 107, lying East of a line described as follows: Beginning at a point on the South line of said Lot 6 which is 54.50 feet East of the Southwest corner of said Lot 6; thence North at right angles with the South line of said Lot 6 to the North line thereof and there terminating. Excepting therefrom Parcel 22, Anoka County Highway Right-of-Way Plat No. 48. AND That part of Lot 22, Auditor's Subdivision No. 107, lying Southerly of the Westerly extension of the North line of Lot 5, said Auditor's Subdivision No. 107. Excepting therefrom Parcel 20, Anoka County Highway Right-of-Way Plat No. 48. AND Lot 4, Auditor's Subdivision No. 107, Anoka County, Minnesota; and That part of Lot 22, Auditor's Subdivision No.107, Anoka County, Minnesota, lying Easterly of the Westerly 50 feet thereof and lying between the Westerly extensions of the North and South lines of Lot 4, said Auditor's Subdivision No.107. AND That part of Lot 3, Auditor's Subdivision No. 107 described as follows: The South 237 feet of the Southwest Quarter of the Southeast Quarter of Section 31, Township 31 North, Range 22 West lying Westerly of the St. Paul Waterworks right-of-way, excepting the West 696.33 feet. Have caused the same to be surveyed and platted as LYNGBLOMSTEN AT LINO LAKES ADDITION, and does hereby dedicate to the public for public use the public way, and does also dedicate the drainage and utility easements as created by this plat. In witness whereof said Lyngblomsten at Lino Lakes, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _______ day of _________________________, 20______. LYNGBLOMSTEN AT LINO LAKES, LLC SIGNED: ______________________________________________ By: ________________________________________, as ____________________________ STATE OF ______________________ COUNTY OF ____________________ The foregoing instrument was acknowledged before me this _______ day of _________________________, 20______, by ___________________________________________, as ___________________________ of Lyngblomsten at Lino Lakes, LLC, a Minnesota limited liability company, on behalf of the company. ___________________________________________________________________________ Notary Public, _________________________________Notary Printed Name My Commission Expires ________________________ SHEET 2 OF 2 SHEETS LOUCKS DENOTES INFORMATION AS SHOWN ON CITY PLANS. NOT FIELD VERIFIED. BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) DENOTES "PK NAIL" SET BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 31, RANGE 22 HAVING A BEARING OF N89°44'38"W DENOTES 1/2 INCH IRON MONUMENT FOUND, CAPPED "LS 12251", UNLESS OTHERWISE SHOWN DENOTES FOUND COUNTY CAST IRON MONUMENT DENOTES 1/2 INCH X 14 INCH IRON MONUMENT SET, MARKED "LS 54850" SCALE IN FEET 0 60 NCity of Lino Lakes County of Anoka Sec. 31, Twp. 31, Rge. 22 SITE SECTION 31, TOWNSHIP 31, RANGE 22, ANOKA COUNTY, MINNESOTA Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 22 EXHIBIT C Securities, Escrows & Fees 7/21/2021 EXHIBIT C Securities, Escrows & Fees PROJECT: LYNGBLOMSTEN NUMBER OF REU's:114 APPLICANT: COMMERCIAL (ACRE)5.37 OVERALL SITE (ACRE)21.02 IMPROVEMENTS COST DEVELOPER IMPROVEMENT COSTS (Private) SITE GRADING $1,900,718 EROSION CONTROL $100,484 LANDSCAPING $464,149 PARKING LOT - PAVING & RETAINING WALLS $280,309 PARKING LOT - SITE CONCRETE $81,926 PRIVATE ROAD - (TOWNHOMES) - PAVING & SIGNS $119,160 PRIVATE ROAD - (TOWNHOMES) - SITE CONCRETE $109,908 SIDEWALKS $35,212 STORM SEWER CONST.$734,939 SANITARY SEWER & WATER CONST.$157,477 PARKING LOT & PRIVATE ROAD LIGHTING $25,000 ENGINEERING AND SURVEYING $47,107 Total $4,056,389 Letter of Credit Amount X 35%$1,419,736 DEVELOPER IMPROVEMENT COSTS (Public) SITE GRADING $120,952 EROSION CONTROL $17,717 LANDSCAPING $25,300 TRAIL PAVEMENT $47,210 TRAIL ENGINEERING & SURVEY $4,640 STREETS GATEWAY DR PAVING $157,060 STREETS SITE CONCRETE $183,249 TURN LANE CONST.$902,000 STORM SEWER CONST.$672,875 SANITARY SEWER CONST.$1,109,674 WATERMAIN CONST.$693,554 ENGINEERING & SURVEYING $15,253 Total $3,949,484 Letter of Credit Amount X 125%$4,936,855 ESCROW for CITY'S COSTS ADMINISTRATION $118,485 ENGINEER PLAN REVIEW $16,200 ENGINEER CONSTRUCTION SERVICES $126,383 PROJECT FINAL DOCUMENTS & CITY ENGINEER $5,500 STREET LIGHT INSTALLATION $15,000 STREET & STORMWATER MAINTENANCE $5,000 PROPERTY TAXES $0 TRAFFIC AND SIGNING IMPROVEMENTS $3,500 BOULEVARD TREE PLANTING $0 Total $290,068 DEVELOPMENT FEES PARK DEDICATION $376,665 PARK DEDICATION CREDIT $0 Subtotal Park Dedication Fee $376,665 AUAR $5,654 GIS MAPPING FEE $2,430 STREET LIGHTING OPERATION $630 Total $385,379 TRUNK SANITARY SEWER TRUNK CHARGE PER ACRE $211,379 AVAILABILITY CHARGE PER SAC UNIT $173,850 TRUNK SANITARY SEWER CREDIT ($140,922) TRUNK WATERMAIN TRUNK CHARGE PER ACRE $303,582 AVAILABILITY CHARGE PER SAC UNIT $167,922 TRUNK WATERMAIN CREDIT ($150,960) TOTAL TRUNK SEWER & WATER FEES $564,851 SURFACE WATER MANAGEMENT $210,717 SURFACE WATER MANAGEMENT CREDIT $0 TOTAL SURFACE WATER MANAGEMENT FEES $210,717 Total $775,568 SUMMARY OF SECURITIES, ESCROW & FEES SECURITY: DEVELOPER IMP'MENT COSTS $6,356,591 ESCROW FOR CITY COSTS $290,068 DEVELOPMENT FEES $385,379 SECURITY: TRUNK FEES $775,568 Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 23 EXHIBIT D PUBLIC IMPROVEMENT SURETY AGREEMENT THIS PUBLIC IMPROVEMENT SURETY AGREEMENT ("Agreement") is entered into on ____________, 202___, by Commercial Partners Title, LLC, a Minnesota limited liability company (hereinafter "Escrow Agent"), City of Lino Lakes (hereinafter "City"), Lyngblomsten at Lino Lakes, LLC (hereinafter "Developer"), and ________________________, a ___________________________ (“Bank”). RECITALS WHEREAS, City and Developer have entered into a Development Agreement for Lyngblomsten at Lino Lakes Addition (the “Development”) dated ___________, 202__ pursuant to which Developer has agreed to deposit certain funds as identified on Exhibit C of said Development Agreement in escrow in lieu of a letter of credit; and WHEREAS, the Development Agreement requires a Letter of Credit or Surety Agreement be posted with the City in the amount of $_________________; and WHEREAS, the cash which is being deposited with Escrow Agent from the Bank is part of the proceeds of a loan from the Bank to the Developer, and said cash shall be deposited in an account held at the Bank in the name of the Escrow Agent under certain terms and conditions acceptable to the Bank, and this Agreement shall include restrictions on draws or the release of funds from said escrow account by all Parties to this Agreement. WHEREAS, Developer agrees to privately construct certain improvements serving the Development, which Improvements are more particularly described in paragraph six of the Development Agreement. (the "Developer Improvements") WHEREAS, City and Developer desire that Escrow Agent disburse the advances and Escrow Agent is willing to do so on the terms and conditions hereinafter set forth; and WHEREAS, capitalized terms used, and not otherwise defined herein, shall have the meanings set forth in the Development Agreement; and NOW THEREFORE, in consideration of the foregoing recitals and other good and valuable consideration, it is agreed between the parties as follows: 1. The Developer will deposit escrowed funds in the amount of $_____________ with Escrow agent and these funds represent a portion of the loan funds which the Developer has secured from the Bank (hereinafter “Loan Funds”). Such Loan Funds shall be deposited in an Escrow Account at the Bank (“Escrow Account”) and held in the Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 24 name of the Escrow Agent. Escrow Agent acknowledges that the Escrow Account shall be utilized only for draws for Developer Improvements undertaken and completed pursuant to the Development Agreement. In no event shall Escrow Agent be allowed to comingle any Funds or withdraw any Funds from said Escrow Account for any use other than reimbursement for the costs of improvements defined in the Development Agreement. 2. The Escrow Agent is authorized and directed to disburse the funds deposited hereunder to contractors and material suppliers to pay the costs of construction of the identified improvements (See Exhibit C of the Development Agreement) to be constructed on the described real property as such property is identified in the Development Agreement. Regardless of any provision to the contrary, no Funds shall be released from the Escrow Account to the Escrow Agent for disbursement unless the same is approved by both the City and the Bank. After disbursement of funds, the Escrow Agent shall collect partial or final lien waivers (as appropriate) to evidence the payments then made to the contractors and material suppliers with respect to the Improvements. 3. Prior to each disbursement of funds by the Escrow Agent to the Developer, the City, the Bank and Escrow Agent must be furnished with the following items and the following must be approved by both the City and the Bank prior to any further distribution of any Escrow Funds by Escrow Agent: a. Sworn Construction Statement, setting forth all contractors and material suppliers with whom the Developer has contracted, the amounts of each contract, the amounts paid-to-date, the amounts being requested, and the balances due. b. The draw request by the Developer for the requested disbursement. c. Written Approval by the City of the disbursement request, which approval shall (i) not be unreasonably withheld or delayed, and (ii) be provided within ten business days following the date submitted by the Escrow Agent [in accordance with Paragraph 7 below] with confirmation from the Escrow Agent that Developer has provided all of the items required to be submitted under this Paragraph 3. Failure by the City to respond to such request within such ten business day approval period shall automatically be deemed to be City’s approval to same. Escrow Agent may communicate with City electronically relative to these requests. d. To the extent not already collected by the Escrow Agent, full or partial, up-to- date lien waivers; plus affidavits supporting lien waivers and releases of lien if necessary, in a form satisfactory to Escrow Agent and City. Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 25 e. A list showing each Contractor/Vendor to be paid from the current Draw Request, the amount of payment, and the category of cost as shown on the Sworn Construction Statement for which such payment are to be made. f. Such other supporting evidence as may be reasonably requested by the City or Escrow Agent to substantiate all payments that are to be made out of the relevant Draw Request and/or to substantiate all payments, then made with respect to the Project. If requested by Bank or Escrow Agent, Developer shall also furnish to Bank and Escrow Agent a copy of each contract with each of the Contractors. Developer shall keep the Escrow Agent and Bank advised at all times of the names of all Contractors, and of the type of work, material or services and of the dollar amount covered by each of their respective contracts with Developer. It is understood that only Contractors whose names, contract descriptions and, after a request therefor, contracts have been furnished to Bank and Escrow Agent shall be entitled to receive disbursements under this Agreement. Developer may obtain advances for disbursement to contractors only to the extent of the amount currently due to each Contractor for work satisfactorily completed or materials actually incorporated into the Project by such Contractor, less any retainage permitted to be withheld pursuant to such Contractor's contract, and Developer agrees that all sums requested hereunder for disbursement to each Contractor shall not exceed that amount. Escrow Agent shall not be required to make the final advance for the payment of the full amount of each Contractor's contract until the Bank and City are satisfied that all Developer Improvements that are subject to such contract have been completed in accordance with the approved Plans, and no Event of Default has occurred under the Development Agreement. The Escrow Agent shall perform a search of the appropriate records and, within five business days after receiving the foregoing items, shall give Bank notice by telephone if any intervening liens are disclosed (other than those expressly listed in the Title Policy or subsequent amendments thereto previously given to Bank). If any such intervening liens or other matters, which in Bank's and City’s judgment jeopardize its security interest in the Project, are disclosed, the Escrow Agent shall refrain from making further disbursements until Bank and the City notify the Escrow Agent that such intervening liens or other matters have been waived by Bank and City or satisfied. Upon demand of Bank and/or City, Developer shall immediately cause any such liens or other matters to be satisfied of record or bonded, or shall make other arrangements with respect to the discharge thereof satisfactory to Bank and City. 4. At the time of submission of the final Draw Request, which shall not be submitted before completion of the Developer Improvements required to be secured, as set forth Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 26 on Exhibit C of the Development Contract, Developer shall submit to City, Bank and Escrow Agent, in addition to the requirements listed in Paragraph 3 above the following and the following must be approved by the Bank prior to disbursements of funds: a. A written lien waiver from all Contractors for work done and materials furnished for the Project. b. Such other supporting evidence as may be reasonably requested by the City or Escrow Agent to substantiate all payments, which are to be made out of the final Draw Request and/or to substantiate all payments, then made with respect to the Project. c. Satisfactory evidence that all work requiring inspection by Governmental Authorities having jurisdiction, including the City, has been duly inspected and approved by such authorities and that all requisite certificates of occupancy, if applicable, and other approvals have been issued. d. Final Sworn Construction Statement. 5. Not later than five business days following receipt of the documents delivered to it pursuant to the above paragraphs, the Escrow Agent will notify in writing the City and the Bank as to whether the delivered documents are satisfactory to it. If documents are missing, the Escrow Agent will advise City, the Bank and Developer. If the documents are supplied to the full satisfaction of the City, the Bank and Escrow Agent, Escrow Agent will within 3 business days disburse the Escrowed Funds to the contractors entitled thereto in the amount applied for in the relevant draw request. 6. Developer will pay parties identified in the relevant draw request, the amounts shown therein. As to the final payment, payment will only be made upon receipt of signed lien waivers for the amount requested. 7. The Escrow Agent will keep and maintain books and records in sufficient detail to reflect the disbursements made by it hereunder. City, the Bank and Developer may, during normal business hours, examine the books and records of Escrow Agent pertaining to the disbursements made by it hereunder. 8. No liability is assumed by Escrow Agent or City to the Developer or contractors as regards protection against mechanic's lien or title claims. 9. Functions and duties assumed by the Escrow Agent include only those described in this Agreement, and the Escrow Agent is not obligated to act except in accordance with the terms and conditions of this Agreement. Escrow Agent, the Bank and City do not insure that the building or construction will be completed, or that the building when Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 27 completed will be in accordance with the plans and specifications, or that sufficient funds will be available for completion. The funds placed in escrow shall be maintained in a non-interest bearing account. 10. This Agreement shall be binding upon the parties hereto and their respective successors and assigns. 11. This Agreement can be amended or modified only by a written Amendment, written and signed by all of the parties hereto. 12. Time is of the essence as to each provision of this Agreement. 13. All notices required or permitted under this Agreement shall be (i) delivered to the addresses set forth below, and (ii) mailed, delivered or transmitted by one party to the other(s) and such notice shall be deemed given and effective: upon receipt if personally delivered; upon receipt if sent by telecopy or electronic mail; upon receipt or upon the date of first attempted delivery, if sent by certified or registered mail with postage prepaid, return receipt requested, or if sent by Federal Express or other nationally recognized carrier service; or upon receipt if sent in any other way. Any party hereto may from time to time, by written notice to the other parties, designate a different address which shall be substituted for the one specified below. Escrow Agent: Commercial Partners Title, LLC Attn: Nancy Landmark 200 South Sixth Street, Suite 1300 Minneapolis, MN 55402 City: City of Lino Lakes Attn: Michael Grochala 600 Town Center Parkway Lino Lakes, Minnesota 55014 Developer: Lyngblomsten at Lino Lakes, LLC c/o Lyngblomsten Attn: Jeff Heinecke, CEO and President 1415 Almond Ave. St. Paul, MN 55108 With Copy to: Grand Real Estate Advisors, LLC Attn: Judd Fenlon 90 Dale St. S. St. Paul, MN 55102 Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 28 And Copy to: Hoagland Law, PLLC Attn: Shannon Hoagland P.O. Box 692514 Orlando, FL 32869 Bank: ___________ Bank Attn: 14. In the event the City declares an Event of Default under the Development Agreement and the Developer fails to cure such default within ten business days of written notice thereof (or such longer period as is provided for in the Development Agreement, then (i) this Agreement shall not terminate, (ii) the City shall have such rights as are available to it pursuant to the Development Agreement, and (iii) all remaining funds held in the Escrow Account shall be disbursed pursuant to the terms hereof for the purpose of paying for any Improvements completed by the City. The City may use such funds solely for the purpose of completing the Developer Improvements secured by this Surety Agreement, as required by the Development Agreement. Developer shall be liable to the City for any shortfall; provided, however, that the City shall have no obligation to complete any Improvements to the extent funds for such Improvements are not available from the Escrowed Funds. 15. This Agreement may be executed in any number of counterparts, each of which shall be an original but all of which shall constitute one and the same instrument. The delivery of an executed counterpart of this Agreement by facsimile or PDF or similar attachment to an email in accordance with Paragraph 13 above shall constitute effective delivery of such counterpart for all purposes with the same force and effect as the delivery of an original, executed counterpart. 16. All remaining funds, after completion of all work as provided in this Agreement, shall be returned to Bank and disbursed by the Bank pursuant to the terms and conditions of the Loan Agreement. All remaining funds held pursuant to this Agreement shall be disbursed to the Bank as soon as reasonably possible after review and approval by the City of all terms and conditions of this Agreement. 17. Escrow Agent shall place all received funds in an FDIC insured account with the Bank. 18. In the event of any cost overruns that are not subject to a guaranteed maximum price contract, which overruns cause the Development to be under-funded and, accordingly, cause the security provided hereunder to be less than security required, Developer shall submit additional security to such cost overruns, and to cause the Development budget to balance, such additional security to be reasonably agreed upon by the City, Developer and Bank. Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 29 SIGNATURE PAGE TO PUBLIC IMPROVEMENT SURETY AGREEMENT LYNGBLOMSTEN AT LINO LAKES ADDITION EXHIBIT COPY DO NOT SIGN LYNGBLOMSTEN AT LINO LAKES, LLC By _________________________ Print Name: _______________________ Title: _____________________________ COMMERCIAL PARTNERS TITLE, LLC By _________________________ Print Name: _______________________ Title: _____________________________ CITY OF LINO LAKES By _________________________ Mayor ATTEST By _________________________ City Clerk [[LENDER]] By _________________________ Print Name: _______________________ Title: _____________________________ Lyngblomsten at Lino Lakes Addition Development Agreement July 26, 2021 page 30 EXHIBIT E Off Site Improvements CITY OF LINO LAKES RESOLUTION NO. 21-82 RESOLUTION APPROVING STORMWATER RE-USE AGREEMENT FOR LYNGBLOMSTEN AT LINO LAKES ADDITION WHEREAS, on July 26, 2021 the City Council passed Resolution No. 20-94 approving Lyngblomsten at Lino Lakes Addition PUD Final Plan/Final Plat; and WHEREAS, the approval required the execution of a Stormwater Re-Use Agreement between the Developer and the City of Lino Lakes. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby approves the Stormwater Re-Use Agreement between Lyngblomsten at Lino Lakes, LLC and the City of Lino Lakes and authorizes the Mayor and City Clerk to execute such agreement on behalf of the City. Adopted by the Council of the City of Lino Lakes this 26th day of July, 2021. The motion for the adoption of the foregoing resolution was introduced by Council Member _______________and was duly seconded by Council Member ________________ and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: _______________________________ Rob Rafferty, Mayor ATTEST: ________________________ Julianne Bartell, City Clerk ______________________________________________________________________________ (Above Space Reserved for Recording Information) STORMWATER RE-USE AGREEMENT (Watermark, Lino Lakes, Minnesota) THIS STORMWATER RE-USE AGREEMENT (this "Agreement") is entered into as of this day of , 2021, by and between the City of Lino Lakes (“City”), a Minnesota municipal corporation, and Lyngblomsten at Lino Lakes, LLC (“Developer”). RECITALS A. A surfacewater management system including a Pond ("Pond") have been located on property owned by the Developer and legally described as: Outlot A Lyngblomsten at Lino Lakes Addition, Anoka County, Minnesota (the "Outlot). B. The Pond is encumbered by a public Drainage and Utility easement in favor of the City of Lino Lakes. C. The Developer is using surfacewater from the Pond to provide irrigation water to the common elements within the Lyngblomsten at Lino Lakes Addition (the "Common Elements") as identified on Exhibit A attached hereto and incorporated herein, including the townhome area, green space and boulevards. D. A Stormwater Re-Use Distribution System (the "Distribution System"), including without limitation a Stormwater Re-Use Pump and RPZ backflow preventer assembly (the "RPZ and Pump"), have been designed and will be installed by the Developer in locations as generally depicted on Exhibit A attached hereto and incorporated herein, which System , RPZ and Pump will allow stormwater from the Pond to be used to provide irrigation water to the Lyngblomsten irrigation system (the “Irrigation System”) on the Common Elements as described herein. E. The City and the Developer wish to enter into this Agreement, governing the installation, use and maintenance of the Distribution System and Irrigation System. NOW, THEREFORE, for valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereby agree as follows: 1. Use of Surfacewater. The City hereby acknowledges and agrees that the Developer will utilize the stormwater from the Pond to provide irrigation water to the Distribution System and Irrigation System, all in accordance with the terms and conditions of this Agreement. The Pump and electrical controls will be installed by the Developer and stored within the property owned by the Developer. Nothing herein shall be construed to restrict any other use of the property owned by the Developer in accordance with applicable laws. 2. Duration of Agreement. The term of this Agreement is a period of twenty-five (25) years from the date of execution, subject to extensions and termination as set forth herein. 3. Pumping Requirements. Notwithstanding anything herein to the contrary, the Developer shall be required to use the Distribution System to irrigate the Common Elements with surfacewater from the Pond. The Developer may only use water from the City’s municipal water supply system for irrigation purposes when the following conditions apply: 1) There is a deficiency with the system RPZ or Pump that causes the Irrigation System to become inoperable. 2) The pond falls four feet (4’) in elevation from the normal water level (NWL) elevation of 896 feet to an elevation of 892 feet and remains so for at least twenty-four (24) hours. In either of these cases, the Developer shall be required to contact the City, in writing, and request the Irrigation System supply be switched to treated drinking water from the City’s municipal water supply system. The City reserves the right to disable the Pump at any time in order to prevent exceedance of the four-foot (4’) pond reduction. Notwithstanding the foregoing paragraph 4(2), after a period of three (3) years from the execution of this Agreement, both parties will consider and evaluate and negotiate in good faith the matter of whether the four-foot (4’) pond reduction limitation may be increased or decreased. If the four- foot (4’) pond reduction limitation is decreased, it may not be decreased by more than two feet (2’). In the event that the Developer uses treated drinking water from the City’s municipal water supply system for the Irrigation System rather than surfacewater from the Pond, the City shall bill the Developer at the City’s established water rate during that time period. 5. Irrigation. The Developer shall meet the City of Lino Lakes’ irrigation watering restrictions when the lake level is not within the Lake level elevations of 896 and 894, provided that the Developer is irrigating with the Re-use Distribution System . The Developer shall meet City of Lino Lakes’ irrigation watering restrictions when using the City's water supply for irrigation purposes. 6. Maintenance. The Developer shall allow the City access over real property owned by the Developer as is reasonably needed to inspect the Irrigation System, RPZ and Pump. The Developer shall coordinate and perform full-system draining and blow-out for winterization purposes, up to and including the S ystem RPZ and Pump. Maintenance and winterization activities shall include by way of illustration, but not by way of limitation, those in Exhibit B. All maintenance, repair, and replacement of the System RPZ and Pump shall be the responsibility of the Developer. Notwithstanding the foregoing, in no event shall the City be responsible for turf degradation, consequential damages, or property damage as a result of water quality or supply issues or otherwise by reason of its provision of or failure to provide the services offered by it under this Agreement. The City’s entry and access to, and use of, real property owned by the Developer for inspection purposes or any construction work shall always be subject to the following provisions: (i) the City shall promptly restore any areas disturbed in the course of the City's entry or use thereof, (ii) the City shall maintain, repair and replace any improvements installed by the City at the City’s sole cost and expense, and (iii) the City shall indemnify, defend and hold the Developer harmless from and against any costs, damages, liabilities, losses, expenses, liens or claims (including, without limitation, reasonable attorney’s fees) arising out of or relating to any such access, entry or use thereof, all such obligations shall survive termination or expiration of this Agreement. 7. Startup and Testing. It shall be the Developer’s responsibility to ensure water quality is adequate for irrigation prior to System startup each spring. The Developer shall coordinate pond water quality sampling and analysis every year between the months of April and May and transmit the results to the City following the City’s request therefor. The water quality parameters shall include, at a minimum, the following: fecal coliforms (E. coli), total coliforms, turbidity, total dissolved solids (TDS), total suspended solids (TSS), pH, chloride, nitrate, total phosphorus, zinc, and copper. Notwithstanding the foregoing paragraph 7, after a period of three (3) years from the execution of this Agreement, both parties will consider and evaluate and negotiate in good faith the matter of whether the pond water quality results collected to date warrant increasing or decreasing the frequency of water quality sampling and analysis. 8. Equipment Failure. In the event there is a deficiency with the System RPZ or Pump which causes the Irrigation System to become inoperable, the Developer shall correct the deficiency within thirty (30) days after the City gives written notice to the Developer specifying the deficiency, or as soon as reasonably possible otherwise. If Developer fails to correct the deficiency within thirty (30) days after the City provides written notice to the Developer, the City may, without further notice, access the Distribution system to make necessary repairs. The Developer shall be billed for labor and material costs associated with the City preforming repairs on the Distribution system and the use of treated drinking water from the City’s municipal water supply system for irrigation during the inoperability. 9. Credits. The Developer recognizes the City’s intent to use any excess volume and water quality credits created by the Irrigation System as a means of meeting volume and water quality requirements for City road and other projects under Rice Creek Watershed District stormwater management rules. Notwithstanding the foregoing, the Developer have no obligation to create any such excess credits or to operate the Irrigation System in any manner other than in accordance with the requirements of this Agreement. 10. Default. In the event the Developer fails or refuses to maintain, repair and/or operate the System as required herein, the Developer shall correct the deficiency within thirty (30) days after the City gives written notice to the Developer specifying the deficiency, or as soon as reasonably possible otherwise. If the Developer fails to correct the deficiency in a timely manner, then the City may, with ten (10) days written notice and without regard to the formalities of Minnesota Statutes Chapter 429, perform such work to maintain, repair, and/or operate the Irrigation System and assess Developer for the cost of such work. 11. Extension. Except to the extent otherwise provided in this Agreement following the initial twenty-five (25) year term, this Agreement will be automatically extended for successive one-year periods (subject to the “Termination” section below), on the same terms and conditions as in effect immediately prior to the then-current expiration date, unless either part gives the other notice of non-extension at least three (3) months before the then-current expiration date. 12. Termination. If either party breaches any provision of this agreement and if such breach is not cured within thirty (30) days after receiving written notice thereof, the non-breaching party shall have the non-exclusive right to terminate this agreement thereafter, upon written notice. 13. Miscellaneous. This Agreement contains the entire agreement between the City and the Developer regarding the subject matter hereof. This Agreement may be signed in any number of counterparts, each of which shall be considered an original, but which together shall constitute one and the same instrument. This Agreement may be amended only by a written instrument signed by the parties hereto. This Agreement shall run with the land, and shall bind and inure to the benefit of the respective parties and their successors and assigns. 14. Authorization. The parties represent and warrant that the undersigned are duly authorized to execute this Agreement and to bind the respective parties to the terms of this Agreement. [Signature and Acknowledgement Page Follows.] SIGNATURE PAGE TO STORMWATER RE-USE AGREEMENT IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first above written. CITY OF LINO LAKES By: Rob Rafferty, Mayor By: Julie Bartell, Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF ANOKA ) The foregoing instrument was acknowledged before me this _____ day of _________, 2021, by Rob Rafferty and Julie Bartell, the Mayor and Clerk of the City of Lino Lakes, a Minnesota municipal corporation, on behalf of the municipal corporation. ________________________________________ Notary Public Lyngblomsten of Lino Lakes, LLC. By: President STATE OF MINNESOTA ) ) ss. COUNTY OF ANOKA ) The foregoing instrument was acknowledged before me this _____ day of _________, 2021, by _________________, the President of Lyngblomsten of Lino Lakes LLC, a Minnesota non-profit corporation, on behalf of the non-profit corporation. ________________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 EXHIBIT A IRRIGATION SYSTEM LOCATION T 18"OA 15"PI12"PO 11"PO 11"PO8"PO 7"PO9"PO 11"PO 10"PO 14"PO11"PO14"PO 10"PO10"PI8"OA7"FR8"PI6"PI7"PO13"FR 8"PI11"PI11"PI11"PI 10"PI 8"PO 11"SP7"SP7"SP 9"EL 10"SP 29"SP 15"EL 8"SP9"FI 11"PI 13"WI16"PI14"PI14"PI 15"PI 14"PI11"PI15"PI9"PI12"PI15"PI 9"PI7"PI7"PI 8"PI3"PI10"PI5"PI9"FR9"PI11"BO7"PI7"PI6"PI6"PI7"PO4"PI4"PI4"PI3"PI5"PI5"PI4"PI5"PI8"PO6"PO6"PO 8"PO 8"PO 9"PO 14"PO 28"PO7"BI7"PO17"PO 210"PO 7"PI 13"PI7"PI6"PI 6"PO 7 " PO 9"PI11"OA10"PI10"PI 18"PI7"PO 7"PO 8"PO 9"PO8"PO8"PO8"PO6"PO 7"PO 10"PO11"OA7"PO12"PI 13"PI 6"FR14"PI 9"PO 9"PO 6"PO9"PO 7"PO 7"PO 10"PO 7"PO11"PO 8"PO 8"PO9"PI11"PI 9"PI 10"PI 12 " P I 11"PI7"BO8"PI 8"PI12"PI8"PI 8"PI 13"PI12"PI 1 1 " P I 8"PI 9"PI12"PI 21"PI 4 3"PI 16"FR 5"PI 9"PIWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLFOFOFOFOFOFOFOFOFOxxxxxxxxxxxxGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH Hodgson Road(Publicly Traveled Roadway)Wetlands Delineated by KjolhaugEnvironmental, Located 06/11/18x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x CO GASGASGASGASGASGASGASGASA U D I T O R ' S R O H A V I C O A K S W O O D R I D G E L O T 4 12345B l o c k 2 B l o c k 2 20 19 18 17 16 15 14 LO T 2 2 1/2" OPEN CAP#9808CAP#12251 C A P # 1 2 2 5 1 CAP#12251 CAP#9808 FENCE COR. FALLS0.5± SOUTH FENCE COR. FALLSON PROP. LINE FENCE COR. FALLS2.1± NORTH FENCE FALLS0.1± NORTH FENCE FALLS0.1± SOUTH BITUMINO US TRAIL W'ly Ext. of N Line ofLot 4, AUD. SUB. NO. 107 Centerline of Hodgson Rd. per MNDOTNotes Project SP 0204-4711 Dated 04-92NE'ly Line of Lot 22SW'ly Line of Lot 4 N Line of Lot 4, AUD. SUB. NO. 107& N Line of SW 1/4 of theSE 1/4 of S. 31, T. 31, R. 22 S Line of ROHAVIC OAKS E Line of Lot 4 & W Line of HodgsonRd. per S'ly Extension of E Line ofROHAVIC OAKS and MonumentationEDGE OF BITUMINOUSEDGE OF BITUMINOUSELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE(FKA Hwy. 29)EDGE OF BITUMINOUSEDGE OF BITUMINOUS66 633.17E Line of Lot 4 perAUD. SUB. NO. 107Approx. S Line of Lot 14,L O T 1 4E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e Shed N 2 7 ° 4 9 ' 5 3 "W 1 1 2 4 . 2 5 N89°53'35"E 1014.46 PAVERSPAVERS66 33 60 60CAP#9808 1/2" OPEN 33 N 2 7 ° 4 9 ' 5 3 "W 1 1 2 4 . 2 5 N89°53'35"E 1014.46 Trail Easement2 0 20202 3 6 . 7 1 N60°16'03"E24.08 L =6 3 .7 2 Δ =4 0 °3 4 '0 2" R =9 0 .0 0 69.49 S71°02'23"E25.50 L =8 1 .6 0 Δ =6 6 °4 7 '2 7 " R =7 0 .0 0 N42°10'10"E3.51 S47 ° 4 8 ' 0 7 " E 46. 1 4 99.79151.40WLWLWLWLWLWLWLWLWLWLWL WLWLWLWLWLWLWLWLWLWLW L W L W L W L W L WL WL WL 6 2 . 9 1 S73°40'37"W 35.00 6006.7 EOF 06.0 EOF06.0 EOF 06.2 EOF 07.2 EOF 06.0 EOF 06.1 EOF 06.3 EOF 00.1 EOF 05.9 EOF 05.9 EOF 06.4 EOF 05.1 EOF06.3 EOF 02.0 EOF 06.3 EOF T 18"OA 15"PI12"PO 11"PO 11"PO8"PO 7"PO9"PO 11"PO 10"PO 14"PO11"PO14"PO 10"PO10"PI8"OA7"FR8"PI6"PI7"PO13"FR 8"PI11"PI11"PI11"PI 10"PI 8"PO 11"SP7"SP7"SP 9"EL 10"SP 29"SP 15"EL 8"SP9"FI 11"PI 13"WI16"PI14"PI14"PI 15"PI 14"PI11"PI15"PI9"PI12"PI15"PI 9"PI7"PI7"PI 8"PI3"PI10"PI5"PI9"FR9"PI11"BO7"PI7"PI6"PI6"PI7"PO4"PI4"PI4"PI3"PI5"PI5"PI4"PI5"PI8"PO6"PO6"PO 8"PO 8"PO 9"PO 14"PO 28"PO7"BI7"PO17"PO 210"PO 7"PI 13"PI7"PI6"PI 6"PO 7 " PO 9"PI11"OA10"PI10"PI 18"PI7"PO 7"PO 8"PO 9"PO8"PO8"PO8"PO6"PO 7"PO 10"PO11"OA7"PO12"PI 13"PI 6"FR14"PI 9"PO 9"PO 6"PO9"PO 7"PO 7"PO 10"PO 7"PO11"PO 8"PO 8"PO9"PI11"PI 9"PI 10"PI 12 " P I 11"PI7"BO8"PI 8"PI12"PI8"PI 8"PI 13"PI12"PI 1 1 " P I 8"PI 9"PI12"PI 21"PI 4 3"PI 16"FR 5"PI 9"PIWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLFOFOFOFOFOFOFOFOFOxxxxxxxxxxxxGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH Hodgson Road(Publicly Traveled Roadway)Wetlands Delineated by KjolhaugEnvironmental, Located 06/11/18x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x CO GASGASGASGASGASGASGASGASA U D I T O R ' S R O H A V I C O A K S W O O D R I D G E L O T 4 12345B l o c k 2 B l o c k 2 20 19 18 17 16 15 14 LO T 2 2 1/2" OPEN CAP#9808CAP#12251 C A P # 1 2 2 5 1 CAP#12251 CAP#9808 FENCE COR. FALLS0.5± SOUTH FENCE COR. FALLSON PROP. LINE FENCE COR. FALLS2.1± NORTH FENCE FALLS0.1± NORTH FENCE FALLS0.1± SOUTH BITUMINO US TRAIL W'ly Ext. of N Line ofLot 4, AUD. SUB. NO. 107 Centerline of Hodgson Rd. per MNDOTNotes Project SP 0204-4711 Dated 04-92NE'ly Line of Lot 22SW'ly Line of Lot 4 N Line of Lot 4, AUD. SUB. NO. 107& N Line of SW 1/4 of theSE 1/4 of S. 31, T. 31, R. 22 S Line of ROHAVIC OAKS E Line of Lot 4 & W Line of HodgsonRd. per S'ly Extension of E Line ofROHAVIC OAKS and MonumentationEDGE OF BITUMINOUSEDGE OF BITUMINOUSELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE(FKA Hwy. 29)EDGE OF BITUMINOUSEDGE OF BITUMINOUS66 633.17E Line of Lot 4 perAUD. SUB. NO. 107Approx. S Line of Lot 14,L O T 1 4E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e Shed N 2 7 ° 4 9 ' 5 3 "W 1 1 2 4 . 2 5 N89°53'35"E 1014.46 PAVERSPAVERST 18"OA 15"PI12"PO 11"PO 11"PO8"PO 7"PO9"PO 11"PO 10"PO 14"PO11"PO14"PO 10"PO10"PI8"OA7"FR8"PI6"PI7"PO13"FR 8"PI11"PI11"PI11"PI 10"PI 8"PO 11"SP7"SP7"SP 9"EL 10"SP 29"SP 15"EL 8"SP9"FI 11"PI 13"WI16"PI14"PI14"PI 15"PI 14"PI11"PI15"PI9"PI12"PI15"PI 9"PI7"PI7"PI 8"PI3"PI10"PI5"PI9"FR9"PI11"BO7"PI7"PI6"PI6"PI7"PO4"PI4"PI4"PI3"PI5"PI5"PI4"PI5"PI8"PO6"PO6"PO 8"PO 8"PO 9"PO 14"PO 28"PO7"BI7"PO17"PO 210"PO 7"PI 13"PI7"PI6"PI 6"PO 7 " PO 9"PI11"OA10"PI10"PI 18"PI7"PO 7"PO 8"PO 9"PO8"PO8"PO8"PO6"PO 7"PO 10"PO11"OA7"PO12"PI 13"PI 6"FR14"PI 9"PO 9"PO 6"PO9"PO 7"PO 7"PO 10"PO 7"PO11"PO 8"PO 8"PO9"PI11"PI 9"PI 10"PI 12 " P I 11"PI7"BO8"PI 8"PI12"PI8"PI 8"PI 13"PI12"PI 1 1 " P I 8"PI 9"PI12"PI 21"PI 4 3"PI 16"FR 5"PI 9"PIWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLFOFOFOFOFOFOFOFOFOxxxxxxxxxxxxGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH Hodgson Road(Publicly Traveled Roadway)Wetlands Delineated by KjolhaugEnvironmental, Located 06/11/18x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x CO GASGASGASGASGASGASGASGASA U D I T O R ' S R O H A V I C O A K S W O O D R I D G E L O T 4 12345B l o c k 2 B l o c k 2 20 19 18 17 16 15 14 LO T 2 2 1/2" OPEN CAP#9808CAP#12251 C A P # 1 2 2 5 1 CAP#12251 CAP#9808 FENCE COR. FALLS0.5± SOUTH FENCE COR. FALLSON PROP. LINE FENCE COR. FALLS2.1± NORTH FENCE FALLS0.1± NORTH FENCE FALLS0.1± SOUTH BITUMINO US TRAIL W'ly Ext. of N Line ofLot 4, AUD. SUB. NO. 107 Centerline of Hodgson Rd. per MNDOTNotes Project SP 0204-4711 Dated 04-92NE'ly Line of Lot 22SW'ly Line of Lot 4 N Line of Lot 4, AUD. SUB. NO. 107& N Line of SW 1/4 of theSE 1/4 of S. 31, T. 31, R. 22 S Line of ROHAVIC OAKS E Line of Lot 4 & W Line of HodgsonRd. per S'ly Extension of E Line ofROHAVIC OAKS and MonumentationEDGE OF BITUMINOUSEDGE OF BITUMINOUSELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE(FKA Hwy. 29)EDGE OF BITUMINOUSEDGE OF BITUMINOUS66 633.17E Line of Lot 4 perAUD. SUB. NO. 107Approx. S Line of Lot 14,L O T 1 4E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e Shed N 2 7 ° 4 9 ' 5 3 "W 1 1 2 4 . 2 5 N89°53'35"E 1014.46 PAVERSPAVERS66 33 60 60CAP#9808 1/2" OPEN 33 N 2 7 ° 4 9 ' 5 3 "W 1 1 2 4 . 2 5 N89°53'35"E 1014.46 Trail Easement2 0 20202 3 6 . 7 1 N60°16'03"E24.08 L =6 3 .7 2 Δ =4 0 °3 4 '0 2" R =9 0 .0 0 69.49 S71°02'23"E25.50 L =8 1 .6 0 Δ =6 6 °4 7 '2 7 " R =7 0 .0 0 N42°10'10"E3.51 S47 ° 4 8 ' 0 7 " E 46. 1 4 99.79151.40WLWLWLWLWLWLWLWLWLWLWL WLWLWLWLWLWLWLWLWLWLW L W L W L W L W L WL WL WL 6 2 . 9 1 S73°40'37"W 35.00 605.00'5.00'LOT 4 DRY BASIN 4P WETLAND 1 LOT 9 EXISTING 2YR HWL = 899.66 LOT 3 PROPOSED 2YR HWL = 899.70 PROPOSED 100YR HWL = 900.34 PROPOSED 10YR HWL = 900.05 EXISTING 100YR HWL = 900.72 LOT 1LOT 6 LOT 5 LOT 20 EXISTING 10YR HWL = 900.13 LOT 13 LOT 2 LOT 15 LOT 17 LOT 12 LOT 10 LOT 16 LOT 14 LOT 7 POND 3P NORTH POND LOT 11 LOT 8 LOT 19 LOT 18 25' WETLAND BUFFER 233 WOODRIDGE LANE 231 WOODRIDGE LANE LINO LAKES, MN 55014 229 WOODRIDGE LANE LINO LAKES, MN 55014 223 WOODRIDGE LANE LINO LAKES, MN 55014 221 WOODRIDGE LANE LINO LAKES, MN 55014 BLANCHARD BOULEVARDDENNIS LANEHAMMERLY COURT 152' - 15" R C P @ 0.53% 45' - 18" RCP @ 0.69% 82' - 1 8" R C P @ 0.69 %46' - 18" RCP@ 0.72%57' - 24" RCP@ 0.35%157' - 30" RCP@ 0.32%25' - 30" R C P @ 0.60 % 19 7 ' - 1 2 " R C P@ 0.74%7' - 18" RCP @ 0.46% 35 ' - 1 8 " R C P @ 0 . 5 5 % 29' - 1 8 " R C P @ 0. 6 1 % 22' - 15" RCP @ 0.41%57' - 15" RCP@ 0.44%63' - 15" RCP@ 0.43%76' - 15" RCP@ 0.65%64' - 15" RC P @ 0.45%27' - 15" RCP@ 0.44%29' - 15" RCP@ 0.45%35' - 15" RCP@ 1.03%29' - 15" RCP@ 0.79%72' - 15" RCP@ 2.78%99' - 1 5 " R C P @ 0 . 5 0 %54' - 15" RCP @ 0.50 %15' - 15" RCP@ 0.68%57' - 15" RCP @ 0.35% 56' - 15" RCP @ 0.35% 58' - 15" RCP @ 0.35% 58' - 15" RCP @ 0.35%151' - 15" RCP @ 0.35% 129' - 15" RCP @ 0.49% 32' - 15" RC P @ 0.63%50' - 15" RCP @ 0.52 % 21' - 18" RCP @ 0.41% 12 4 ' - 2 1 " R C P @ 0 . 3 3 %77' - 15" RCP@ 0.43%22 ' - 1 5 " R C P @ 0 . 5 0 % 7 0 ' - 1 5 " R C P@ 0 . 4 6%22' - 15" RCP@ 0.45%78' - 15" RCP @ 1.27%31' - 15" RCP@ 1.00%22' - 15" RCP@ 0.45%FFE = 905.5 = ARCH 95'-0" CB 20 RIM = 906.7 INV. = 902.66 (SW) INV. = 902.58 (N) 48" ID R-3508-C CB 21 RIM = 907.5 INV. = 902.85 (S) 48" ID R-3508-C MH 110 RIM = 907.7 INV. = 896.15 (N) INV. = 896.15 (W) 72" ID R-1642 CB 40E RIM = 906.3 INV. = 901.77 (W) 48" ID R-2501 MH 120A RIM = 907.3 INV. = 902.17 (NE) INV. = 901.97 (W) 48" ID R-1642 MH 112 RIM = 906.6 INV. = 898.48 (NE) INV. = 898.08 (SW) 48" ID R-1642 MH 126 RIM = 906.5 INV. = 899.50 (E) INV. = 899.50 (W) 48" ID R-1642 CB 23 RIM = 906.5 INV. = 901.11 (E) INV. = 901.11 (W) INV. = 901.91 (S) INV. = 902.60 FD INV. = 902.85 PPD 48" ID R-3067-V CB 25 RIM = 906.6 INV. = 902.14 (SW) INV. = 902.14 (N) INV. = 902.60 FD INV. = 903.70 DT 48" ID R-3067-V CB 40D RIM = 905.2 INV. = 901.57 (E) INV. = 901.57 (W) 48" ID R-2501 MH 125 RIM = 906.3 INV. = 899.30 (E) INV. = 899.30 (SW) INV. = 901.25 (SE) 48" ID R-1642CB 34 RIM = 906.0 INV. = 899.04 (NE) INV. = 898.99 (SW) INV. = 901.49 (SE) 48" ID R-3067-V MH 121 RIM = 905.9 INV. = 897.23 (SW) INV. = 897.00 (SE) 48" ID R-1642 MH 111 RIM = 906.3 INV. = 897.75 (NE) INV. = 897.35 (SW) 72" ID R-1642 CB 17 RIM = 906.0 INV. = 901.68 (E) INV. = 901.68 (S) 48" ID R-2501 MH 113 RIM = 905.8 INV. = 899.35 (E) INV. = 899.05 (SW) INV. = 900.95 (N) 48" ID R-1642 CB 35 RIM = 906.0 INV. = 901.60 (NW) INV. = 902.10 FD INV. = 902.54 PPD 48" ID R-3067-V CB 36 RIM = 905.9 INV. = 901.57 (NW) 48" ID R-2501 MH 123 RIM = 905.9 INV. = 898.48 (NE) INV. = 898.48 (NW) INV. = 899.88 (SW) 48" ID R-1642 CB 16 RIM = 905.7 INV. = 901.26 (S) 48" ID R-2501 CB 37 RIM = 905.6 INV. = 900.13 (W) INV. = 901.18 (S) INV. = 900.13 (E) INV. = 901.80 FD INV. = 902.12 PPD 48" ID R-3508-C CB 38 RIM = 905.6 INV. = 901.28 (N) 48" ID R-3508-C CB 30 RIM = 905.6 INV. = 899.53 (SE) INV. = 899.13 (NW) INV. = 901.80 FD 48" ID R-3067-V CB 15 RIM = 905.6 INV. = 897.15 (NE) INV. = 896.65 (S) INV. = 898.95 (SE) INV. = 900.16 PPD INV. = 901.80 FD 72" ID R-3067-V CB 26 RIM = 905.5 INV. = 901.19 (N) INV. = 898.19 FD 48" ID R-3067-V CB 22 RIM = 905.5 INV. = 900.31 (E) INV. = 899.66 (W) INV. = 901.56 (N) INV. = 901.06 (S) INV. = 901.70 FD INV. = 902.54 PPD 60" ID R-3067-V CB 39A RIM = 905.5 INV. = 901.12 (S) INV. = 901.12 (W) INV. = 901.70 FD INV. = 902.06 PPD 48" ID R-3508-C CB 39B RIM = 905.5 INV. = 901.22 (N) INV. = 901.72 FD 48" ID R-3508-C CB 27A RIM = 905.4 INV. = 901.04 (E) INV. = 901.04 (S) INV. = 901.60 FD INV. = 902.88 PPD 48" ID R-3508-C CB 27B RIM = 905.4 INV. = 901.13 (W) INV. = 901.63 FD 48" ID R-3508-C CB 40C RIM = 905.4 INV. = 901.37 (E) INV. = 901.37 (W) 48" ID R-2501 CB 40B RIM = 905.0 INV. = 901.17 (E) INV. = 901.17 (W) 48" ID R-2501 CB 32 RIM = 905.2 INV. = 901.04 (SE) INV. = 900.30 (N) INV. = 902.70 DT INV. = 902.70 FD 48" ID R-3067-V OCS 2 RIM = 905.1 INV. = 897.50 (NW) INV. = 897.50 (NE) 48" ID CB 31 RIM = 905.1 INV. = 900.27 (S) INV. = 899.72 (NW) INV. = 902.50 FD INV. = 901.90 DT (SE) 60" ID R-3067-V CB 40A RIM = 905.3 INV. = 900.97 (E) INV. = 900.02 (W) 48" ID R-2501 BD 2 INV. = 902.50 = MECH 92'-0" 15,000 SF CB 33B RIM = 904.6 INV. = 900.21 (NE) INV. 900.71 FD 48" ID R-3508-C OCS 1 FES 6 INV. = 900.79 (N) 15 inch Flared End Section 67 x 74 FES 9 INV. = 899.00 (S) 15 inch Flared End Section 67 x 74 FES 10 INV. = 898.90 (N) 15 inch Flared End Section 67 x 74 FES 8 INV. = 898.08 (SE) 21 inch Flared End Section 67 x 74 FES 7 INV. = 898.00 (SE) 15 inch Flared End Section 67 x 74 FES 3 INV. = 896.00 (E) 30 inch Flared End Section 67 x 74 FES 5 INV. = 889.00 (S) 15 inch Flared End Section 67 x 74 17 C2.11 16 C2.11 25 C2.11 25 C2.11 25 C2.1125 C2.11 4 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.124 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.12 6 C2.12 6 C2.12 6 C2.12 17 C2.11 18 C2.11 16 C2.11 18 C2.1125 C2.11 25 C2.11 4 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.12 4 C2.12 25 C2.11 20' SOLID PVC DT PIPE CENTERED ON WM CROSSING. INV. = 894.50 SLOPE DT @ 0.23% TYP SLOPE DT @ 0.23% TYP 5 C2.12 1 C2.14 2 C2.14 6 C2.14 1 C2.12 2 C2.12 1 C2.12 2 C2.12 1 C2.12 2 C2.12 1 C2.12 2 C2.12 FES 4 INV. = 896.00 (NW) 15 inch Flared End Section 67 x 74 171' - 15" RCP @ 0.58% 1 C2.12 2 C2.12 MH WW RIM = 904.2 INV. = 888.35 60" ID R-1642 INV. = 888.00 69' - 10" PVC @ 0.50%15.00'BOTTOM = 886.00 HWL = 900.73 NWL = 896.00 EOF = 901.90 BOTTOM = SLOPED AT 1% HWL = 900.89 EOF = 902.00 10.00'MH 127 RIM = 903.3 INV. = 899.49 (E) INV. = 899.49 (W) 48" ID R-1642 MH 129 RIM = 903.5 INV. = 899.21 (NE) INV. = 899.21 (SE) 48" ID R-1642 94' - 15" R C P @ 0.12% 88' - 15" RCP @ 0.35%15.00'CB 40F RIM = 906.1 INV. = 898.90 (NE) INV. = 898.90 (SW) INV. = 898.90 (NW) 72" ID R-2501 103' - 18" RCP@ 0.41%15. 0 0 '15.00'MH 128 RIM = 903.4 INV. = 899.38 (E) INV. = 899.38 (SW) 48" ID R-1642 41' - 15" RCP @ 0.40% NON-POTABLE WATER SUPPLY LINE TO SUPPLMEMENT POND WATER SOURCE (FROM CITY WATER SYSTEM) BY MECHANICAL AND WILL BE FURNISHED TO CITY IN A FUTURE SUBMITTAL BY THE CONTRACTOR. FCB 2 (FUTURE CB) RIM = 907.2 INV. = 902.10 48" ID R-3067-V FCB 5 (FUTURE CB) RIM = 907.6 INV. = 901.44 (W) 48" ID R-3067-V60' - 15" RCP @ 0.55% T T T INV=892.5916"PI14"PI14"PI 15"PI 14"PI11"PI15"PI9"PI12"PI15"PI 9"PI7"PI7"PI 8"PI3"PI10"PI9"FR9"PI11"BO7"PI7"PI6"PI6"PI7"PO4"PI4"PI4"PI3"PI5"PI5"PI4"PI5"PI8"PO6"PO6"PO 8"PO 8"PO 9"PO 14"PO 28"PO7"BI7"PO17"PO 210"PO 7"PI 13"PI7"PI6"PI6"PO 7 " PO 9"PI11"OA10"PI10"PI 18"PI7"PO 7"PO 8"PO 9"PO8"PO8"PO8"PO6"PO 7"PO 10"PO11"OA7"PO12"PI 13"PI 6"FR14"PI9"PO 9"PO 6"PO 9"PO 7"PO 7"PO 10"PO 7"PO11"PO 8"PO 9"PO8"PO8"PO15"PI9"PI11"PI 9"PI 10"PI 12 " P I 11"PI7"BO8"PI 8"PI12"PI8"PI 8"PI 13"PI12"PI 1 1 " P I 8"PI 9"PI12"PI 21"PI 4 3"PI 16"FR 5"PI 11"PI 14"PI10"PI10"EL13"PI6"PI12"PI11"BO7"PO7"PO13"PO10"PO 10"PO 12"PO8"PO6"PO6"PO 10"PO 7"PO 7"PO11"PI6"PI9"PI7"PI7"PI7"PI 11"PI 11"PI 9"PI10"PI 10"PO 8"BO 7"PO6"PO8"PO 10"PO 9"PO8"PO7"PO8"PO9"PO10"PO10" P O 10"PO 11"PI13"PI10"PI9"PI10"PI 9"PI17"PO 10"PI10"PI12"PI10"PI9"PI 5"PI 11"PI9"PI 8"PI11"PI7"PI7"PI 14"PI 6"PO 7"PO 8"BO10"BO11"PI 10"PI14"PI 17"BO 13"PI 8"PI 10"EL 4"PI 13"PI 14"PI 11"PI27"EL36"EL15"EL13"EL12"EL17"EL14"EL15"EL15"ELFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASxxxxxxxxxxxxxxxxxOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH FOFOHodgson Road(Publicly Traveled Roadway)>>CO OLD PPBASES U B D I V I S I O N N O. 1 0 7W O O D R I D G E L O T 4 L O T 526 24 23 22 21 20 19 E S T A T E S Parcel 2 P a r c e l 3 S'ly Line of Lot 4 &N Line Lot 5 1/2" OPEN PINCHEDTOP CAP#3527 CAP#12251 CAP#12251 1/2" OPEN E Line Lot 5Roadway Easement per Doc.No. 2034379.001Roadway Easement per Doc.Nos. 337189, 713828 & 1832823W Line of the E 50 Ft.Lot 22, AUD. SUB. NO. 107 & NE'lyLine of WOODRIDGE ESTATES W'ly Ext. of S Line ofLot 4, Aud. Sub. No. 107 W'ly Ext. of N Line ofLot 5, Aud. Sub. No. 107 Centerline of Hodgson Rd. per MNDOTNotes Project SP 0204-4711 Dated 04-92NE'ly Line of Lot 22SW'ly Line of Lot 4 N E ' l y L i n e o f L o t 2 2 & S W ' l y Li n e o f L o t s 5 & 6 S W ' l y L i n e o f L o t 2 2 33 (State Trunk Hwy No.49)LOT 23EDGE OF BITUMINOUSELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE(FKA Hwy. 29)33 ROW per MNDOT Alignmentof S.T.H. No. 49 &Found MonumentationEDGE OF BITUMINOUS33 33633.17E Line of Lot 4 perAUD. SUB. NO. 107L=151.02Δ=6°10'55"R=1399.69Not TangentChBrg=S3°53'03"WApprox. S Line of Lot 14,AUD. SUB. NO. 107Approx. S Line of Lot 15,AUD. SUB. NO. 107L O T 1 5E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e ExistingHouse ExistingHouseWOODRIDGE ESTATESOwner:Shockency, Kathleen 26 N 2 7 ° 4 9 ' 5 3 "W 9 7 . 9 1 S89°40'47"E56.71 N 2 7 ° 4 9 ' 5 3 "W 1 1 2 4 . 2 5 S0°34'11"E 1288.54S89°44'38"E80.95 PAVERSDECK STAIRS ExistingBuildingPAVERS33 33 60 60 60 N 2 7 ° 4 9 ' 5 3 "W 9 7 . 9 1 S89°40'47"E56.71 N 2 7 ° 4 9 ' 5 3 "W 1 1 2 4 . 2 5 S0°34'11"E 1288.54S89°44'38"E80.95 60 S89°40'47"E 62.09 S73°40'37"W 35.00 6060 03.2 EOF 01.9 EOF 06.4 EOF 05.1 EOF06.3 EOF T T T INV=892.5916"PI14"PI14"PI 15"PI 14"PI11"PI15"PI9"PI12"PI15"PI 9"PI7"PI7"PI 8"PI3"PI10"PI9"FR9"PI11"BO7"PI7"PI6"PI6"PI7"PO4"PI4"PI4"PI3"PI5"PI5"PI4"PI5"PI8"PO6"PO6"PO 8"PO 8"PO 9"PO 14"PO 28"PO7"BI7"PO17"PO 210"PO 7"PI 13"PI7"PI6"PI6"PO 7 " PO 9"PI11"OA10"PI10"PI 18"PI7"PO 7"PO 8"PO 9"PO8"PO8"PO8"PO6"PO 7"PO 10"PO11"OA7"PO12"PI 13"PI 6"FR14"PI9"PO 9"PO 6"PO 9"PO 7"PO 7"PO 10"PO 7"PO11"PO 8"PO 9"PO8"PO8"PO15"PI9"PI11"PI 9"PI 10"PI 12 " P I 11"PI7"BO8"PI 8"PI12"PI8"PI 8"PI 13"PI12"PI 1 1 " P I 8"PI 9"PI12"PI 21"PI 4 3"PI 16"FR 5"PI 11"PI 14"PI10"PI10"EL13"PI6"PI12"PI11"BO7"PO7"PO13"PO10"PO 10"PO 12"PO8"PO6"PO6"PO 10"PO 7"PO 7"PO11"PI6"PI9"PI7"PI7"PI7"PI 11"PI 11"PI 9"PI10"PI 10"PO 8"BO 7"PO6"PO8"PO 10"PO 9"PO8"PO7"PO8"PO9"PO10"PO10" P O 10"PO 11"PI13"PI10"PI9"PI10"PI 9"PI17"PO 10"PI10"PI12"PI10"PI9"PI 5"PI 11"PI9"PI 8"PI11"PI7"PI7"PI 14"PI 6"PO 7"PO 8"BO10"BO11"PI 10"PI14"PI 17"BO 13"PI 8"PI 10"EL 4"PI 13"PI 14"PI 11"PI27"EL36"EL15"EL13"EL12"EL17"EL14"EL15"EL15"ELFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASxxxxxxxxxxxxxxxxxOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH FOFOHodgson Road(Publicly Traveled Roadway)>>CO OLD PPBASES U B D I V I S I O N N O. 1 0 7W O O D R I D G E L O T 4 L O T 526 24 23 22 21 20 19 E S T A T E S Parcel 2 P a r c e l 3 S'ly Line of Lot 4 &N Line Lot 5 1/2" OPEN PINCHEDTOP CAP#3527 CAP#12251 CAP#12251 1/2" OPEN E Line Lot 5Roadway Easement per Doc.No. 2034379.001Roadway Easement per Doc.Nos. 337189, 713828 & 1832823W Line of the E 50 Ft.Lot 22, AUD. SUB. NO. 107 & NE'lyLine of WOODRIDGE ESTATES W'ly Ext. of S Line ofLot 4, Aud. Sub. No. 107 W'ly Ext. of N Line ofLot 5, Aud. Sub. No. 107 Centerline of Hodgson Rd. per MNDOTNotes Project SP 0204-4711 Dated 04-92NE'ly Line of Lot 22SW'ly Line of Lot 4 N E ' l y L i n e o f L o t 2 2 & S W ' l y Li n e o f L o t s 5 & 6 S W ' l y L i n e o f L o t 2 2 33 (State Trunk Hwy No.49)LOT 23EDGE OF BITUMINOUSELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE(FKA Hwy. 29)33 ROW per MNDOT Alignmentof S.T.H. No. 49 &Found MonumentationEDGE OF BITUMINOUS33 33633.17E Line of Lot 4 perAUD. SUB. NO. 107L=151.02Δ=6°10'55"R=1399.69Not TangentChBrg=S3°53'03"WApprox. S Line of Lot 14,AUD. SUB. NO. 107Approx. S Line of Lot 15,AUD. SUB. NO. 107L O T 1 5E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e ExistingHouse ExistingHouseWOODRIDGE ESTATESOwner:Shockency, Kathleen 26 N 2 7 ° 4 9 ' 5 3 "W 9 7 . 9 1 S89°40'47"E56.71 N 2 7 ° 4 9 ' 5 3 "W 1 1 2 4 . 2 5 S0°34'11"E 1288.54S89°44'38"E80.95 PAVERSDECK STAIRS ExistingBuildingPAVERST T T INV=892.5916"PI14"PI14"PI 15"PI 14"PI11"PI15"PI9"PI12"PI15"PI 9"PI7"PI7"PI 8"PI3"PI10"PI9"FR9"PI11"BO7"PI7"PI6"PI6"PI7"PO4"PI4"PI4"PI3"PI5"PI5"PI4"PI5"PI8"PO6"PO6"PO 8"PO 8"PO 9"PO 14"PO 28"PO7"BI7"PO17"PO 210"PO 7"PI 13"PI7"PI6"PI6"PO 7 " PO 9"PI11"OA10"PI10"PI 18"PI7"PO 7"PO 8"PO 9"PO8"PO8"PO8"PO6"PO 7"PO 10"PO11"OA7"PO12"PI 13"PI 6"FR14"PI9"PO 9"PO 6"PO 9"PO 7"PO 7"PO 10"PO 7"PO11"PO 8"PO 9"PO8"PO8"PO15"PI9"PI11"PI 9"PI 10"PI 12 " P I 11"PI7"BO8"PI 8"PI12"PI8"PI 8"PI 13"PI12"PI 1 1 " P I 8"PI 9"PI12"PI 21"PI 4 3"PI 16"FR 5"PI 11"PI 14"PI10"PI10"EL13"PI6"PI12"PI11"BO7"PO7"PO13"PO10"PO 10"PO 12"PO8"PO6"PO6"PO 10"PO 7"PO 7"PO11"PI6"PI9"PI7"PI7"PI7"PI 11"PI 11"PI 9"PI10"PI 10"PO 8"BO 7"PO6"PO8"PO 10"PO 9"PO8"PO7"PO8"PO9"PO10"PO10" P O 10"PO 11"PI13"PI10"PI9"PI10"PI 9"PI17"PO 10"PI10"PI12"PI10"PI9"PI 5"PI 11"PI9"PI 8"PI11"PI7"PI7"PI 14"PI 6"PO 7"PO 8"BO10"BO11"PI 10"PI14"PI 17"BO 13"PI 8"PI 10"EL 4"PI 13"PI 14"PI 11"PI27"EL36"EL15"EL13"EL12"EL17"EL14"EL15"EL15"ELFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASxxxxxxxxxxxxxxxxxOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH FOFOHodgson Road(Publicly Traveled Roadway)>>CO OLD PPBASES U B D I V I S I O N N O. 1 0 7W O O D R I D G E L O T 4 L O T 526 24 23 22 21 20 19 E S T A T E S Parcel 2 P a r c e l 3 S'ly Line of Lot 4 &N Line Lot 5 1/2" OPEN PINCHEDTOP CAP#3527 CAP#12251 CAP#12251 1/2" OPEN E Line Lot 5Roadway Easement per Doc.No. 2034379.001Roadway Easement per Doc.Nos. 337189, 713828 & 1832823W Line of the E 50 Ft.Lot 22, AUD. SUB. NO. 107 & NE'lyLine of WOODRIDGE ESTATES W'ly Ext. of S Line ofLot 4, Aud. Sub. No. 107 W'ly Ext. of N Line ofLot 5, Aud. Sub. No. 107 Centerline of Hodgson Rd. per MNDOTNotes Project SP 0204-4711 Dated 04-92NE'ly Line of Lot 22SW'ly Line of Lot 4 N E ' l y L i n e o f L o t 2 2 & S W ' l y Li n e o f L o t s 5 & 6 S W ' l y L i n e o f L o t 2 2 33 (State Trunk Hwy No.49)LOT 23EDGE OF BITUMINOUSELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELEELE(FKA Hwy. 29)33 ROW per MNDOT Alignmentof S.T.H. No. 49 &Found MonumentationEDGE OF BITUMINOUS33 33633.17E Line of Lot 4 perAUD. SUB. NO. 107L=151.02Δ=6°10'55"R=1399.69Not TangentChBrg=S3°53'03"WApprox. S Line of Lot 14,AUD. SUB. NO. 107Approx. S Line of Lot 15,AUD. SUB. NO. 107L O T 1 5E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e E x i s t i n g H o u s e ExistingHouse ExistingHouseWOODRIDGE ESTATESOwner:Shockency, Kathleen 26 N 2 7 ° 4 9 ' 5 3 "W 9 7 . 9 1 S89°40'47"E56.71 N 2 7 ° 4 9 ' 5 3 "W 1 1 2 4 . 2 5 S0°34'11"E 1288.54S89°44'38"E80.95 PAVERSDECK STAIRS ExistingBuildingPAVERS33 33 60 60 60 N 2 7 ° 4 9 ' 5 3 "W 9 7 . 9 1 S89°40'47"E56.71 N 2 7 ° 4 9 ' 5 3 "W 1 1 2 4 . 2 5 S0°34'11"E 1288.54S89°44'38"E80.95 60 S89°40'47"E 62.09 S73°40'37"W 35.00 6060 MAIN BUILDING LOT 13 LOT 12 LOT 14 POND 3P NORTH POND 255 WOODRIDGE LANE LINO LAKES, MN 55014 253 WOODRIDGE LANE LINO LAKES, MN 55014 251 WOODRIDGE LANE LINO LAKES, MN 55014 245 WOODRIDGE LANE LINO LAKES, MN 55014 241 WOODRIDGE LANE LINO LAKES, MN 55014 239 WOODRIDGE LANE LINO LAKES, MN 55014 COMMERCIAL BUILDING RESTAURANT LYNGBLOMSTEN DRIVEBLANCHARD BOULEVARDELEVATOR PIT:FFE = 893.50' = ARCH 83'-0" FFE = 905.5= ARCH 95'-0" FFE = 905.5 = ARCH 95'-0" ELEVATOR PIT: FFE = 893.50' = ARCH 83'-0" FFE = 898.50= ARCH 88'-0" FFE = 898.50 = ARCH 88'-0"10.00'MIN TYP10.00'MIN TYP20' SOLID PVC DT PIPE CENTERED ON WM CROSSING. 20' SOLID PVC DT PIPE CENTERED ON WM CROSSING. 0.00% PVC DT @ INV. = 893.60 TYP 0.00% PVC DT @ INV. = 893.60 TYP 0.50% PVC DT @ INV. = 898.15 TYP PROVIDE BACKWATER VALVES AT 2 DT CONNECTIONS 17 C2.11 18 C2.11 18 C2.11 MH 203 RIM = 906.3 INV. = 893.60 INV. = 892.60 (1' SUMP) 48" ID R-1642 FES 3C INV. = 893.00 15" APRON AND RIP RAP 68' - 15" RCP @ 0.20% MH 201 RIM = 902.7 INV. = 893.14 48" ID R-1642 MH 202 RIM = 901.7 INV. = 893.41 48" ID R-1642 136' - 15" PVC @ 0.20% 115' - 15" PVC @ 0.17% 18 C2.11 18 C2.11 20' SOLID PVC DT PIPE CENTERED ON WM CROSSING. 6 C2.12 6 C2.12 6 C2.12 6 C2.12 6 C2.12 18 C2.11 18 C2.11 1 C2.12 2 C2.12 18 C2.11 BOTTOM = 886.00 HWL = 900.73 NWL = 896.00 EOF = 901.90 10.00'15.00'EDGE OF BITUMINOUSEDGE OF BITUMINOUSEDGE OF BITUMINOUS 0 20 40 1. REFER TO SHEET C1.41, UTILITY PLAN NORTH WATERMAIN, FOR NOTES. 2. REFER TO SHEET C1.31, GRADING PLAN NORTH, FOR GENERAL NOTES. NOTES LEGEND REFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING PROPOSED GRADING LIMITS PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED FINGER DRAIN (FD) / DRAINTILE (DT) / PERFORATED PIPE DRAIN (PPD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) TRENCH DRAIN (TD) PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE 1 C2.11 955 54.6 908 16 C2.11 22 C2.11 1 C2.12 2 C2.12 11 C2.12 12 C2.12 13 C2.12 4 C2.12 25 C2.11 24 C2.11 8 C2.12 3 C2.12 PERIMETER DRAINTILE SCALE: 1"=100' PROFESSIONAL ENGINEER LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING ANDERSON - JOHNSONASSOCIATES,INC. 7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427 FAX (763) 544-0531 PH (763) 544-7129 DateRegistration Number Check: Drawn: Date: Comm: 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 under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North Lyngblomsten Lino Lakes Campus 14115 ALMOND AVE W ST. PAUL, MN 55108 LYNGBLOMSTEN MINNESOTA DAVID A. REY 40180 10/04/2019 196015 10/04/2019 BJD DAR 1"=40' UTILITY PLAN NORTH STORM SEWER C1.45 PUD DEV STAGE RESUB 05/11/2020 1 PUD DEV STAGE RESUB 07/13/2020 2 PUD DEV STAGE RESUB 08/21/2020 3 PUD DEV STAGE RESUB 09/28/2020 4 PUD DEV STAGE RESUB 04/06/2021 5 PUD DEV STAGE RESUB 07/14/2021 6 EXHIBIT B OPERATION AND MAINTENANCE REQUIREMENTS Start-Up • Prior to start-up, staff responsible shall become familiar with all operation and maintenance information provided by the pump manufacturer. • Test the RPZ backflow preventer assembly every year before start-up. • Inspect the pump cart assembly, piping, meters, valves, and fittings and repair defects as necessary. • Coordinate with City staff to open the appropriate valves to allow for stormwater supply to the irrigation system and to allow air that is entrained in the system to escape. • Address any issues with cavitation, excess vibration, leaks, water quality, or other concerns prior to further operating the system. Pump • Pump system shall automatically maintain the requisite pressure to the irrigation system. • Pump controller shall automatically disable the pump in the event of an alarm condition. • The City reserves the right to disable the pump in order to maintain the agreed-upon pond water level. Routine Maintenance Every two (2) Weeks: • Visually inspect pond water level and water quality. • Visually inspect pump station and vicinity for leaks and signs of vibration or cavitation. • Run each pump to ensure proper operation. Note any abnormal sounds, cavitation, vibration, leaks, or other concerns. • Check for operational codes or alarms on the controller. Annual: • Test the backflow preventers. • Coordinate water quality sampling and analysis. Winterization • Turn off controller and disconnect power. Lock main disconnect with a padlock to ensure power cannot be applied unintentionally. • Close all curb stops and isolation valves and completely drain and blow-out the entire system, including any supply lines. Leave all drain valves open through the winter. • Remove and store pump cart, meters, RPZ backflow preventer assembly, and other miscellaneous equipment in a location where they will not be subjected to freezing. • Perform pump winterization as recommended by the pump manufacturer. • Open any petcocks to allow draining. • Install new corrosion inhibitors in the electrical control panel. • Schedule and preform annual inspection of the RPZ backflow preventer assembly by a licensed mechanical company. Lyngblomsten City Council July 26, 2021 Land Use Application•Lyngblomsten Senior Living Community •Redevelopment of 20 acre 49/J Site •Land Use Application •PUD Final Plan and Final Plat •Phase I-Senior Living Community •20 Cottage Homes •Senior Housing Building •Is PUD Final Plan/Final Plat consistent with approved PUD Development Stage Plan/Preliminary Plat?2 Land Use Application•May 2020: land use application for PUD Final Plan/Final Plat •June, July and August 2020: Planning & Zoning Board •September 8, 2020: Work Session •No Significant Changes to Plans since Sept 2020 •Since then, City staff, the applicant, their design team and Anoka & Ramsey Counties have been working through the COVID pandemic finalizing plans, financing and terms of the Development Agreement.3 Previous Council Action•2007: Council approved Master Planning Study for Hodgson Road (49) & CR J •August 2018: PUD Concept Plan •April 2019: Ord. Rezoning Property from GB, to PUD •Details permitted, accessory, conditional and administrative uses specific to the 20 acre site 4 Previous Council Action•April 2019: Res. Approving PUD Development Stage Plan/Preliminary Plat •Establishes development’s framework in regards to lot requirements, setbacks, height regulations, impervious surface and design guidelines •May 2020: Res. approving PUD Development Stage Plan Amendment #1-Site Plan and Grading & Drainage Plan •Omitted clubhouse and enlarged SW pond 5 6 Woodridge Neighborhood Rohavic Oaks Neighborhood Rock Garden Auto Sales 7 General Project Overview PHASE 1 •Senior Living Community •Cottage homes •Senior Building PHASE 2 •Restaurant PHASE 3 •Commercial Development PHASE 4 •Skilled Care Wing Senior Housing Units Comparison Development Stage Plan (April 2019) Final Plan (July 2021)Difference Use # Units # Units # Units Cottage Homes 20 20 0 Senior Living Campus •Independent Living 100 96 -4 •Assisted-Living 50 35 -15 •Skilled Care 48 56 +8 •Memory Care 0 16 +16 TOTAL 218 223 +5 8 Site Plan Comparison 9 •PUD Final Plan is consistent with PUD Development Stage Plan-Amend #1 •No Changes May 2020-Dev Stage Plan Amend #1 July 2021: PUD Final Plan Preliminary Plat vs Final Plat Comparison 10•Final Plat is consistent with Preliminary Plat •24 lots •3 outlots April 2019-Preliminary Plat July 2021: Final Plat 11 Master Plan: Site Design, Urban Form •Varying Building Heights •1 story cottage home •2 story SNF •3 story AL •4 story IL 1 2 3 4 •Development pulled towards 49 and CR J •Creates edge and urban form •Response to Woodridge and Rohavic Oaks neighborhood’s concerns regarding proximately of buildings, noise, buffers etc. 12 Transportation & Access •CSAH 49 and CR J Intersection & Turn Lanes •Lino Lakes, Shoreview, Anoka Co, Ramsey Co and Developer met 3+yrs (5 entities) •Define Scope of Work & Responsibilities •Lyng & Counties •Anoka County: lead project •2022 or 2023 build •Timing •Lyng 16 month build •North entrance needed 1st •Adequate ROW Dedicated 13 Greenspace Buffers •Woodridge Estates •Maintain 50 ft wide buffer along west edge •Buffer vary at south •Screening for the 4 south property owners •Across from commercial road •Adjacent to public road 14 Screening •Existing trees remain •10 new spruce tree •8’ height •8 ‘ Fence •Commercial Road •Location TBD •Meet with owners after construction of streets •Triangulated row of coniferous trees to CR J •Screened Lift Station •Street lights-east side 15 Greenspace Buffers •Rohavic Oaks •30 ft setback for cottage homes •6 ft privacy fence •Landscaping Other Landscaping Components Compliant •Canopy Cover •Foundation Landscaping •Open Area •Boulevard Trees Architecture•Master Plan emphasizes buildings designed with “four-sided architecture” •Building designed to limit blank walls facing the street •Separate building wings break up the massing •P&Z Board reviewed PUD Final Plans at 3 separate meetings •Cottage Homes needed 1 more color scheme (3 total now) •Senior building parapets may be increased •Colors should be lighted •Needed cornice or edge to distinguish 1st floor from other floors •Creates pedestrian scale 16 17 April 2019: PUD Dev Stage Plan Approval 18 October 2019: PUD Final Plan Submittal 19 September 2020: Work Session 20 View from Blanchard Boulevard 3 Story-AL 21 Exterior Materials and % •Required = Min 33% brick, stucco or stone •Stone = 36.2% •Exceeds ordinance requirements 22 Cottage Homes •2 bedroom, single level •20 ft height •Floor area = 1,480sf •20’10” x 20’10”recessed garage •6’ deep front porch •10’x10’rear patio •brick/stone base 23•3 color schemes •LP Smartside •4” trim Park Dedication Fees 24 •Cash in lieu of land dedication •Reimburse for trail construction costs = $51,850 Building Legal Description Total # Units or Acres Fee per Unit or Acre Total Cottage Homes Lots 1-20, Block 1 20 units $3,160 $63,200 Independent Living (IL)Lot 1, Block 2 96 units $3,160 $303,360 Town Center, Assisted Living (AL) & Memory Care (MC)Lot 1, Block 2 2.08 acres $2,520 $5,242 Skilled Care (SC)Lot 3, Block 2 0.71 acres $2,520 $1,789 Restaurant Lot 2, Block 2 1.22 acres $2,520 $3,074 Commercial Outlot C Future acres $0 $0 TOTAL $376,665 Findings of Fact•Detailed in Res. No. 20-94 •PUD Final Plan/Final Plat is consistent with PUD Development Stage Plan/Preliminary Plat •Conditions of Preliminary Plat have been substantially fulfilled 25 Recommendation•P&Z Board requested the future development of Lot 1, Block 2 (restaurant) and Outlot C (commercial) be required to be reviewed by the Planning & Zoning Board. •Planning & Zoning Board and Staff recommend approval of PUD Final Plan/Final Plat for Lyngblomsten at Lino Lakes Addition 26 Council Action •Consider Resolution No. 20-94 approving PUD Final Plan/Final Plat •Consider Resolution No. 20-95 approving Development Agreement and PUD Agreement •Consider Resolution No. 21-82 approving Stormwater Re-Use Agreement 27