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HomeMy WebLinkAbout11-12-2024 Council Meeting Agenda Packet1 CITY COUNCIL AGENDA Updated 11/12/24 Tuesday, November 12, 2024 Broadcast on Cable TV Channel 16 and northmetrotv.com/lino-lakes-stream City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz City Administrator: Sarah Cotton CITY COUNCIL WORK SESSION, 6:00 P.M. Community Room I Not televised No Public Comment Allowed at Work Sessions per the Rules of Decorum 1. Call to Order and Roll Call 2. Setting the Agenda: Addition or Deletion of Agenda Items 3. Review Regular Agenda 4. Adjournment CITY COUNCIL MEETING, 6:30 P.M. Council Chambers I Televised ➢ Call to Order and Roll Call ➢ Pledge of Allegiance ➢ Public Comment (Sign -in prior to start of meeting per Rules of Decorum) ➢ Setting the Agenda: Addition or Deletion of Agenda Items CONSENT AGENDA A. Consider Approval of Expenditures for November 12, 2024 (Check No. 121677 through 121739) in the Amount of $1,671,219.47 B. Consider Resolution No. 24-150, Authorizing the Issuance of a Solicitor License to ACE Solid Waste C. Consider Resolution No. 24-145, Approving Payment No. 2 and Final, 2023 Trunk Watermain Lake Drive Project, Diane Hankee D. Consider Resolution No. 24-148, Authorizing Certification of Delinquent Utility Charges Council Agenda -2- 2. FINANCE DEPARTMENT REPORT A. 2025 Fee Schedule, Hannah Lynch i. Consider 2nd Reading of Ordinance No. 16-24, Repeal and Replace of Chapter 218 (Fee Schedule) *Council may vote to dispense with the full reading of the ordinance *A Roll Call Vote is required for adoption of ordinance ii. Consider Resolution No. 24-147, Approving Summary Publication of Ordinance No. 16-24 3. ADMINISTRATION DEPARTMENT REPORT A. Consider Appointment of Interim City Administrator and Approval of Employment Agreement, Meg Sawyer B. Consider Appointment of Paid On -Call Firefighter, Meg Sawyer C. Consider Promotion of Paid On -Call Fire Lieutenant, Meg Sawyer 4. PUBLIC SAFETY DEPARTMENT REPORT A. Consider Acceptance of Donated Fitness Equipment, John Swenson 5. PUBLIC SERVICES DEPARTMENT REPORT A. Consider Resolution No. 24-149, Authorizing Request for Proposals for Architectural and Engineering Services for Lino Lakes Public Works Facilities A. Lino Retail 2.0, Katie Larsen i. Consider 1st Reading of Ordinance No. 17-24, Zoning Ordinance Map Amendment -Rezoning Certain Property from NB, Neighborhood Business to GB, General Business *Council may vote to dispense with the full reading of the ordinance ii. Consider Resolution No. 24-142 Approving Preliminary Plat iii. Consider Resolution No. 24-143 Approving Conditional Use Permit for Automobile Repair -Minor B. Vacating a Portion of 77th Street Lying Between Marilyn Drive and Lake Drive, Diane Hankee Public Hearing ii. Consider 1st Reading of Ordinance No. 14-24 *Council may vote to dispense with the full reading of the ordinance C. Vacating Drainage & Utility Easement, 1057 Black Duck Court, Lot 14, Block 2, Black Duck Estates, Diane Hankee Public Hearing ii. Consider 1st Reading of Ordinance No. 15-24 Council Agenda -3- *Council may vote to dispense with the full reading of the ordinance D. Consider Resolution No. 24-144, Adopting Assessments, 2024 Individual Properties, Diane Hankee E. Consider Resolution No. 24-146, Approving Professional Services Agreement with WSB for Preparation of Test Well 7B Design and Analysis, Michael Grochala 7. UNFINISHED BUSINESS E:�►1 �TJI:11�y A. Community Calendar: A Look Ahead November 13, 2024— November 25, 2024 i. November 13, 2024, 6:30 PM: Planning & Zoning Board Meeting ii. November 21, 2024, 6:00 PM: Joint City Council and Advisory Committee Work Session at City Hall iii. November 25, 2024, 6:00 PM Council Work Session 1 6:30 PM Regular Meeting ADJOURNMENT Expenditures November 12, 2024 Check #121677 to #121739 $1,671,219.47 Accounts Payable Check Detail User: jessica.eller Printed: 11/06/2024 - 10:23AM C I 1 YF' > U F LNCjjAK5 Check Number Check Date Amount 967 - AARP Line Item Account 121677 11/12/2024 Inv 10/18/2024 Line Item Date Line Item Description Line Item Account 10/18/2024 AARP Driver Safety Course 202-451-4412-000 80.00 Inv 10/18/2024 Total 80.00 121677 Total: 80.00 967 - AARP Total: 80.00 800 - Advanced Graphix Inc. Line Item Account 121678 11/12/2024 Inv 215192 Line Item Date Line Item Description Line Item Account 09/30/2024 Claim #CA376563 Squad #316 Struck Tree 8/8/2024 101-431-4363-000 160.00 Inv 215192 Total 160.00 121678 Total: 160.00 800 - Advanced Graphix Inc. Total: 160.00 42 - Anoka County Property Records & Taxation Line Item Account 121679 11/12/2024 Inv 24-21474 Line Item Date Line Item Description Line Item Account 06/10/2024 Drainage & Utility Easement - 202 Elm Street 801-000-2300-000 46.00 06/10/2024 Easement Vacation - 6590 12th Avenue 406-499-4340-147 46.00 Inv 24-21474 Total 92.00 Inv 24-29859 Line Item Date Line Item Description Line Item Account 08/07/2024 Ord. 06-24 Drainage & Utility Easement - Bald Eagle Add. 801-000-2300-000 46.00 08/07/2024 Ord. 09-24 - Trail Easement Shores of Marshan 101-450-4410-000 46.00 08/07/2024 Drainage, Utility & Roadway Easement - PID 28-31-22-41-0005 406-499-4340-147 46.00 08/07/2024 Ord. 09-24 Trail Easement Vacation - Shores of Marshan 101-450-4410-000 46.00 AP -Check Detail (11/6/2024 - 10:23 AM) Page 1 Check Number Check Date Inv 24-29859 Total Inv 2431182 Line Item Date Line Item Description 08/15/2024 Rice Creek Watershed - Permit No. 24-009 08/15/2024 Easement - Rice Creek Watershed PID 28-31-22-41-0005 Inv 2431182 Total Inv 24-31711 Line Item Date Line Item Description 08/20/2024 Vacating Drainage & Utility Easement - Watermark 5th Inv 24-31711 Total 121679 Total: 42 - Anoka County Property Records & Taxation Total: 53 - Aspen Equipment, LLC Line Item Account 121680 11/12/2024 Inv SWO036052-1 Line Item Date Line Item Description 10/23/2024 Snow Plow & Custom Rear Shelf #514 10/23/2024 Snow Plow & Custom Rear Shelf #514 Inv SWO036052-1 Total 121680 Total: 53 - Aspen Equipment, LLC Total: 54 - Aspen Mills, Inc. Line Item Account 121681 11/12/2024 Inv 340625 Line Item Date Line Item Description 10/08/2024 Explorer Uniforms Inv 340625 Total Inv 341543 Line Item Date Line Item Description 10/23/2024 Uniform Allowance - K. Leibel Inv 341543 Total 121681 Total: Line Item Account 406-499-4340-147 406-499-4340-147 Line Item Account 801-000-2300-000 Line Item Account 602-495-5000-000 601-494-5000-000 Line Item Account 101-420-4213-000 Line Item Account 101-420-4370-000 Amount 184.00 46.00 46.00 92.00 46.00 46.00 414.00 5,864.00 5,864.00 11,728.00 11,728.00 200.90 200.90 467.75 467.75 668.65 AP -Check Detail (11/6/2024 - 10:23 AM) Page 2 Check Number Check Date Amount 54 - Aspen Mills, Inc. Total: 1800 - B1uePearl Veterinary Line Item Account 121682 11/12/2024 Inv 456576 Line Item Date Line Item Description 10/16/2024 K9 Argos Services Inv 456576 Total 121682 Total: 1800 - B1uePearl Veterinary Total: 85 - Bluetarp Financial, Inc. Line Item Account 121683 11/12/2024 Inv 541201305244934 Line Item Date Line Item Description 10/31/2024 Chains & Chain Binders #713 Inv 541201305244934 Total 121683 Total: 85 - Bluetarp Financial, Inc. Total: 864 - Boulder Contracting LLC Line Item Account 121684 11/12/2024 Inv 2024-00769 Line Item Date Line Item Description 10/25/2024 Escrow Release - 1963 William Ln Inv 2024-00769 Total 121684 Total: 864 - Boulder Contracting LLC Total: 1163 - Cargill, Inc. Line Item Account 121685 11/12/2024 Inv 2910156666 Line Item Date Line Item Description 10/28/2024 Warehouse Storage Charge Inv 2910156666 Total Line Item Account 211-420-4300-000 Line Item Account 101-431-4221-000 Line Item Account 801-000-2318-000 Line Item Account 101-430-4228-000 668.65 400.28 400.28 400.28 400.28 624.94 624.94 624.94 624.94 900.00 900.00 900.00 900.00 756.00 756.00 AP -Check Detail (11/6/2024 - 10:23 AM) Page 3 Check Number Check Date Amount 121685 Total: 1163 - Cargill, Inc. Total: 1093 - Centennial School District 12 Line Item Account 121686 11/12/2024 Inv 7/9/2024 Line Item Date Line Item Description 07/09/2024 Active Adult Duluth Vista Fleet Cruise Inv 7/9/2024 Total Inv 8/21/2024 Line Item Date Line Item Description 08/21/2024 Active Adult Twins Baseball Game Inv 8/21/2024 Total 121686 Total: 1093 - Centennial School District 12 Total: 116 - CenterPoint Energy Line Item Account 121687 11/12/2024 Inv October 2024 Line Item Date Line Item Description 10/29/2024 Natural Gas 10/29/2024 Natural Gas 10/29/2024 Natural Gas 10/29/2024 Natural Gas 10/29/2024 Natural Gas 10/29/2024 Natural Gas Inv October 2024 Total 121687 Total: 116 - CenterPoint Energy Total: 119 - Century College Line Item Account 121688 11/12/2024 Inv 1255841 Line Item Date Line Item Description 10/17/2024 Tuition - J. Fisher Inv 1255841 Total Line Item Account 202-451-4412-000 Line Item Account 202-451-4412-000 Line Item Account 602-495-4383-000 101-450-4383-000 101-432-4383-501 101-432-4383-502 101-432-4383-500 601-494-4383-000 Line Item Account 101-421-4330-000 756.00 432.00 432.00 224.00 224.00 656.00 157.35 60.13 93.62 128.30 152.09 73.14 664.63 664.63 664.63 2,045.00 2,045.00 AP -Check Detail (11/6/2024 - 10:23 AM) Page 4 Check Number Check Date Amount 121688 Total: 119 - Century College Total: 761- Comcast Line Item Account 101-432-4321-502 121689 11/12/2024 Inv 0131882 Line Item Date Line Item Description 10/24/2024 Phone & Internet Services Inv 0131882 Total 121689 Total: 761 - Comcast Total: 149 - Connexus Energy Line Item Account 121690 11/12/2024 Inv October 2024 Line Item Date Line Item Description 10/30/2024 Electric 10/30/2024 Electric 10/30/2024 Electric 10/30/2024 Electric 10/30/2024 Electric 10/30/2024 Electric Inv October 2024 Total 121690 Total: 149 - Connexus Energy Total: 1278 - Core & Main LP Line Item Account 121691 11/12/2024 Inv V776615 Line Item Date Line Item Description 10/21/2024 Hydrant Apapters (3) Inv V776615 Total Inv V865649 Line Item Date Line Item Description 10/22/2024 Meters Inv V865649 Total Line Item Account 101-432-4321-502 Line Item Account 101-450-4381-000 602-495-4381-000 601-494-4381-000 101-420-4381-000 101-430-4385-000 101-432-4381-500 Line Item Account 601-494-4211-000 Line Item Account 601-494-4215-000 2,045.00 2,045.00 380.26 380.26 380.26 380.26 72.21 843.92 2,188.50 31.50 1,885.95 853.78 5,875.86 5,875.86 5,875.86 417.47 417.47 138.00 138.00 AP -Check Detail (11/6/2024 - 10:23 AM) Page 5 Check Number Check Date Amount Inv V882464 Line Item Date Line Item Description 10/24/2024 Meters Inv V882464 Total Inv V889751 Line Item Date Line Item Description 10/29/2024 Meters Inv V889751 Total 121691 Total: 1278 - Core & Main LP Total: UB*00141- DEBRAAL, MARK Line Item Account 121692 11/12/2024 Inv Line Item Date Line Item Description 11/05/2024 Refund Check 010296-000, 569 ARROWHEAD DR 11/05/2024 Refund Check 010296-000, 569 ARROWHEAD DR Inv Total 121692 Total: UB*00141 - DEBRAAL, MARK Total: 1261 - Dell Marketing LP Line Item Account 121693 11/12/2024 Inv 10779763389 Line Item Date Line Item Description 10/31/2024 Computer - H. Lynch Inv 10779763389 Total 121693 Total: 1261 - Dell Marketing LP Total: 2171 - DKN Construction LLC Line Item Account 121694 11/12/2024 Inv 10/10/2024 Line Item Date Line Item Description 10/10/2024 Short Term Escrow Closure - 375 Apollo Drive (Sterling Plastics) Inv 10/10/2024 Total Line Item Account 601-494-4215-000 Line Item Account 601-494-4215-000 Line Item Account 603-000-2020-000 602-000-2020-000 Line Item Account 403-407-4240-000 Line Item Account 801-000-2300-000 6,917.22 6,917.22 1,635.84 1,635.84 9,108.53 9,108.53 1.72 4.13 5.85 5.85 5.85 1,287.25 1,287.25 1,287.25 1,287.25 2,304.03 2,304.03 AP -Check Detail (11/6/2024 - 10:23 AM) Page 6 Check Number Check Date Amount 121694 Total: 2171- DKN Construction LLC Total: 1033 - Embedded Systems, Inc. Line Item Account 121695 11/12/2024 Inv 344744 Line Item Date Line Item Description 10/21/2024 Emergency Warning System Site Repairs Inv 344744 Total 121695 Total: 1033 - Embedded Systems, Inc. Total: 1826 - Endurance Fitness of MN, LLC Line Item Account 121696 11/12/2024 Inv November 2024 Line Item Date Line Item Description 11/01/2024 November 2024 EF Monthly Fee Inv November 2024 Total 121696 Total: 1826 - Endurance Fitness of MN, LLC Total: 204 - Factory Motor Parts Company Line Item Account 121697 11/12/2024 Inv 1-10186801 Line Item Date Line Item Description 10/23/2024 Stock Fuel Filters Inv 1-10186801 Total Inv 1-10200535 Line Item Date Line Item Description 10/28/2024 Control Arm Bushings (2) #304 Inv 1-10200535 Total 121697 Total: 204 - Factory Motor Parts Company Total: Line Item Account 101-420-4410-000 Line Item Account 202-451-4411-000 Line Item Account 101-431-4221-000 Line Item Account 101-431-4221-000 2,304.03 2,304.03 3,007.50 3,007.50 3,007.50 3,007.50 11,665.00 11,665.00 11,665.00 11,665.00 116.13 116.13 119.56 119.56 235.69 235.69 AP -Check Detail (11/6/2024 - 10:23 AM) Page 7 Check Number Check Date Amount 209 - Fastenal Company Line Item Account 121698 11/12/2024 Inv MNTC3233903 Line Item Date Line Item Description Line Item Account 10/15/2024 Hardware for Foxborough Boardwalk 101-450-4211-000 156.85 Inv MNTC3233903 Total 156.85 121698 Total: 156.85 209 - Fastenal Company Total: 156.85 210 - Ferguson Waterworks #2518 Line Item Account 121699 11/12/2024 Inv 0538542 Line Item Date Line Item Description Line Item Account 10/24/2024 Locating Flags 602-495-4211-000 270.00 10/24/2024 Locating Flags 601-494-4211-000 270.00 Inv 0538542 Total 540.00 121699 Total: 540.00 210 - Ferguson Waterworks #2518 Total: 540.00 1458 - Fidelity Security Life Insurance Co. Line Item Account 101-000-2048-000 121700 11/12/2024 Inv 166538026 Line Item Date Line Item Description Line Item Account 10/22/2024 November Vision Insurance 101-000-2048-000 168.57 Inv 166538026 Total 168.57 121700 Total: 168.57 1458 - Fidelity Security Life Insurance Co. Total: 168.57 233 - GDO Law Line Item Account 101-414-4303-000 121701 11/12/2024 Inv 21321 Line Item Date Line Item Description Line Item Account 11/01/2024 November Prosecutor Contract 101-414-4303-000 8,750.00 Inv 21321 Total 8,750.00 AP -Check Detail (11/6/2024 - 10:23 AM) Page 8 Check Number Check Date Amount Inv 21581 Line Item Date Line Item Description Line Item Account 11/05/2024 October Forfeitures 101-414-4303-000 21.00 Inv 21581 Total 21.00 121701 Total: 8,771.00 233 - GDO Law Total: 8,771.00 271- Hawkins, Inc. Line Item Account 121702 11/12/2024 Inv 6903552 Line Item Date Line Item Description Line Item Account 10/30/2024 Pool Chemical Supplies 202-451-4222-000 741.02 Inv 6903552 Total 741.02 121702 Total: 741.02 271- Hawkins, Inc. Total: 741.02 2051 - Holmes Repair LLC Line Item Account 121703 11/12/2024 Inv 1059 Line Item Date Line Item Description Line Item Account 10/22/2024 Annual Comp Service on WTI & Air Quality Test 101-421-4410-000 1,072.26 Inv 1059 Total 1,072.26 121703 Total: 1,072.26 2051- Holmes Repair LLC Total: 1,072.26 301 - Hugo Plumbing & Pump Service Line Item Account 121704 11/12/2024 Inv 10/28/2024 Line Item Date Line Item Description Line Item Account 10/28/2024 Hydrant Meter Rental Refund 601-000-3714-000 -370.00 10/28/2024 Hydrant Meter Rental Refund 601-000-3855-000 -5.00 10/28/2024 Hydrant Meter Rental Refund 601-000-2301-000 600.00 Inv 10/28/2024 Total 225.00 121704 Total: 225.00 AP -Check Detail (11/6/2024 - 10:23 AM) Page 9 Check Number Check Date Amount 301 - Hugo Plumbing & Pump Service Total: 2080 - Hugo's Tree Care, Inc Line Item Account 121705 11/12/2024 Inv 18340 Line Item Date Line Item Description 10/18/2024 Tree Removals (16) Inv 18340 Total 121705 Total: 2080 - Hugo's Tree Care, Inc Total: 167 - Imperial Dade Line Item Account 121706 11/12/2024 Inv 4301394 Line Item Date Line Item Description 10/28/2024 Disinfectant, Facial Tissue, Floor Squeegee & Holder System Inv 4301394 Total Inv 4301453 Line Item Date Line Item Description 10/28/2024 Sponges & Terry Towels Inv 4301453 Total 121706 Total: 167 - Imperial Dade Total: 1177 - Innovative Office Solutions LLC Line Item Account 121707 11/12/2024 Inv SUM-080634 Line Item Date Line Item Description 10/31/2024 Paper 10/31/2024 Miscellaneous Office Supplies Inv SUM-080634 Total 121707 Total: 1177 - Innovative Office Solutions LLC Total: 313 - Interstate Power Systems, Inc. Line Item Account 121708 11/12/2024 Line Item Account 101-463-4410-000 Line Item Account 202-451-4211-000 Line Item Account 202-451-4211-000 Line Item Account 202-451-4200-000 101-432-4200-000 225.00 15,700.02 15,700.02 15,700.02 15,700.02 190.80 190.80 106.34 106.34 297.14 297.14 134.96 241.27 376.23 376.23 376.23 AP -Check Detail (11/6/2024 - 10:23 AM) Page 10 Check Number Check Date Amount Inv R001213483:01 Line Item Date Line Item Description 10/21/2024 Annual Inspection - 600 Town Center Pkwy Inv R001213483:01 Total 121708 Total: 313 - Interstate Power Systems, Inc. Total: 338 - Kennedy & Graven, Chartered Line Item Account 121709 11/12/2024 Inv 184152 Line Item Date Line Item Description 10/22/2024 August Legacy at Woods Edge TIF 10/22/2024 August Industrial Building TIF District Inv 184152 Total 121709 Total: 338 - Kennedy & Graven, Chartered Total: 359 - Landform Line Item Account 121710 11/12/2024 Inv 36077 Line Item Date Line Item Description 10/18/2024 Lino Lakes Planning Services Inv 36077 Total 121710 Total: 359 - Landform Total: 1615 - Lennar MN Division Line Item Account 121711 11/12/2024 Inv 2023-00861 Line Item Date Line Item Description 10/25/2024 Escrow Release - 2067 Norway Ln Inv 2023-00861 Total Inv 2023-00959 Line Item Date Line Item Description 10/29/2024 Escrow Release - 2072 Watermark Way Inv 2023-00959 Total Line Item Account 101-432-4300-503 Line Item Account 418-499-4301-000 419-499-4301-000 Line Item Account 488-499-4300-000 Line Item Account 801-000-2318-000 Line Item Account 801-000-2318-000 892.00 892.00 892.00 462.00 196.00 658.00 658.00 658.00 1,989.50 1,989.50 1,989.50 1,989.50 5,400.00 5,400.00 5,900.00 5,900.00 AP -Check Detail (11/6/2024 - 10:23 AM) Page 11 Check Number Check Date Amount Inv 2023-01101 Line Item Date Line Item Description Line Item Account 10/29/2024 Escrow Release - 2064 Watermark Way 801-000-2318-000 Inv 2023-01101 Total Inv 2023-01110 Line Item Date Line Item Description Line Item Account 10/25/2024 Escrow Release - 2117 Watermark Way 801-000-2318-000 Inv 2023-01110 Total Inv 2023-01558 Line Item Date Line Item Description Line Item Account 10/25/2024 Escrow Release - 2095 Norway Ln 801-000-2318-000 Inv 2023-01558 Total Inv 2023-01748 Line Item Date Line Item Description Line Item Account 10/25/2024 Escrow Release - 2101 Watermark Way 801-000-2318-000 Inv 2023-01748 Total Inv 2023-01751 Line Item Date Line Item Description Line Item Account 10/25/2024 Escrow Release - 2097 Watermark Way 801-000-2318-000 Inv 2023-01751 Total 121711 Total: 1615 - Lennar MN Division Total: 2172 - Logan Companies Line Item Account 121712 11/12/2024 Inv 2024-01504 Line Item Date Line Item Description Line Item Account 10/28/2024 Permit Voided 101-000-3254-000 Inv 2024-01504 Total 121712 Total: 2172 - Logan Companies Total: 394 - Macqueen Equipment, Inc. Line Item Account 121713 11/12/2024 5,900.00 5,900.00 4,900.00 4,900.00 5,400.00 5,400.00 5,900.00 5,900.00 5,900.00 5,900.00 39,300.00 39,300.00 58.40 58.40 58.40 58.40 AP -Check Detail (11/6/2024 - 10:23 AM) Page 12 Check Number Check Date Amount Inv P37820 Line Item Date Line Item Description 10/25/2024 Battery Inv P37820 Total 121713 Total: 394 - Macqueen Equipment, Inc. Total: 1463 - Menards - Blaine Line Item Account 121714 11/12/2024 Inv 76807 Line Item Date Line Item Description 10/23/2024 Snake Repelling Granules Inv 76807 Total 121714 Total: 1463 - Menards - Blaine Total: 418 - Menards - Forest Lake Line Item Account 121715 11/12/2024 Inv 44561 Line Item Date Line Item Description 10/16/2024 Shelves for PD Evidence Cage Inv 44561 Total Inv 45019 Line Item Date Line Item Description 10/23/2024 Candy (4) Inv 45019 Total 121715 Total: 418 - Menards - Forest Lake Total: 423 - Met Council Environmental Services Line Item Account 602-495-4405-000 121716 11/12/2024 Inv 0001179133 Line Item Date Line Item Description 11/01/2024 December Waste Water Services Inv 0001179133 Total Line Item Account 101-421-4211-000 Line Item Account 202-451-4211-000 Line Item Account 101-420-4240-000 Line Item Account 101-421-4214-000 Line Item Account 602-495-4405-000 162.64 162.64 162.64 14.94 14.94 14.94 14.94 352.73 352.73 51.92 51.92 404.65 404.65 107,598.21 107,598.21 AP -Check Detail (11/6/2024 - 10:23 AM) Page 13 Check Number Check Date Amount 121716 Total: 423 - Met Council Environmental Services Total: 1969 - Metro-INET Line Item Account 121717 11/12/2024 Inv 2268 Line Item Date Line Item Description 11/01/2024 November IT Services 11/01/2024 November IT Services 11/01/2024 November IT Services 11/01/2024 November IT Services Inv 2268 Total Inv 2274 Line Item Date Line Item Description 10/18/2024 VPN License - A. Lukin Inv 2274 Total Inv 2275 Line Item Date Line Item Description 10/18/2024 Adobe Pro License - W. Petersen Inv 2275 Total 121717 Total: 1969 - Metro-INET Total: 1107 - MFISRC/Range Line Item Account 121718 11/12/2024 Inv 337900-11307 Line Item Date Line Item Description 10/24/2024 Tuition - R. Boldt, A. Mooney, R. Kissick & R. Meyer Inv 337900-11307 Total Inv 337900-11312 Line Item Date Line Item Description 10/24/2024 Tuition - R. Boldt, A. Mooney, R. Kissick & R. Meyer Inv 337900-11312 Total 121718 Total: Line Item Account 602-495-4310-000 202-451-4310-000 101-407-4310-000 601-494-4310-000 Line Item Account 101-407-4310-000 Line Item Account 101-407-4310-000 Line Item Account 101-430-4330-000 Line Item Account 101-430-4330-000 107,598.21 107,598.21 1,331.80 2,663.60 21,308.80 1,331.80 26,636.00 364.00 364.00 126.00 126.00 27,126.00 1,220.00 1,220.00 1,220.00 1,220.00 2,440.00 AP -Check Detail (11/6/2024 - 10:23 AM) Page 14 Check Number Check Date Amount 1107 - MHSRC/Range Total: 427 - Midway Ford Company Line Item Account 121719 11/12/2024 Inv 628711 Line Item Date Line Item Description 10/31/2024 Alignment #304 Inv 628711 Total Inv 854139 Line Item Date Line Item Description 10/23/2024 Flexible Exhaust Pipe #316 Inv 854139 Total Inv 854684 Line Item Date Line Item Description 10/28/2024 Exhaust Pipe & Gaskets #304 Inv 854684 Total 121719 Total: 427 - Midway Ford Company Total: 449 - MN Department of Agriculture Line Item Account 121720 11/12/2024 Inv 20210742 Line Item Date Line Item Description 10/29/2024 2025 Tree Care Registry Renewal Inv 20210742 Total 121720 Total: 449 - MN Department of Agriculture Total: 1450 - Occupational Health Centers of MN, P.C. Line Item Account 121721 11/12/2024 Inv 104073410 Line Item Date Line Item Description 10/22/2024 New Hire Testing Inv 104073410 Total 121721 Total: Line Item Account 101-431-4300-000 Line Item Account 101-431-4221-000 Line Item Account 101-431-4221-000 Line Item Account 101-461-4452-000 Line Item Account 101-402-4300-000 2,440.00 99.95 99.95 174.90 174.90 712.79 712.79 987.64 987.64 30.00 30.00 30.00 30.00 854.00 854.00 854.00 AP -Check Detail (11/6/2024 - 10:23 AM) Pagc 15 Check Number Check Date Amount 1450 - Occupational Health Centers of MN, P.C. Total: 509 - O'Reilly Automotive Stores Line Item Account 121722 11/12/2024 Inv 3472-361131 Line Item Date Line Item Description Line Item Account 10/17/2024 Battery Core Returns 101-431-4221-000 Inv 3472-361131 Total Inv 3472-362003 Line Item Date Line Item Description Line Item Account 10/22/2024 Battery #410 101-431-4221-000 Inv 3472-362003 Total Inv 3472-362504 Line Item Date Line Item Description Line Item Account 10/25/2024 Battery Core Returns 101-431-4221-000 Inv 3472-362504 Total Inv 3472-362948 Line Item Date Line Item Description Line Item Account 10/28/2024 Oxygen Sensor#304 101-431-4221-000 Inv 3472-362948 Total Inv 6735-100032 Line Item Date Line Item Description Line Item Account 10/22/2024 Mechanical Fuel Pump #410 101-431-4221-000 Inv 6735-100032 Total 121722 Total: 509 - O'Reilly Automotive Stores Total: 511 - Otter Lake Animal Care Center Line Item Account 121723 11/12/2024 Inv 251408 Line Item Date Line Item Description Line Item Account 09/18/2024 K9 Argos Services 211-420-4300-000 Inv 251408 Total Inv 251637 Line Item Date Line Item Description Line Item Account 854.00 -88.00 -88.00 117.26 117.26 -66.00 -66.00 66.29 66.29 44.45 44.45 74.00 81.89 81.89 AP -Check Detail (11/6/2024 - 10:23 AM) Page 16 Check Number Check Date Amount 10/01/2024 K9 Argos Services 211-420-4300-000 64.00 Inv 251637 Total 64.00 121723 Total: 145.89 511- Otter Lake Animal Care Center Total: 145.89 522 - Performance Plus LLC Line Item Account 121724 11/12/2024 Inv 09162060 Line Item Date Line Item Description Line Item Account 10/19/2024 New Hire Testing 101-402-4300-000 412.00 Inv 09162060 Total 412.00 Inv 09162072 Line Item Date Line Item Description Line Item Account 10/28/2024 New Hire Testing 101-402-4300-000 459.00 Inv 09162072 Total 459.00 121724 Total: 871.00 522 - Performance Plus LLC Total: 871.00 546 - Pomp's Tire Service, Inc. Line Item Account 121725 11/12/2024 Inv 150186446 Line Item Date Line Item Description Line Item Account 10/23/2024 Stock Police Tahoe Tires (10) 101-431-4221-000 2,160.00 Inv 150186446 Total 2,160.00 Inv 150186573 Line Item Date Line Item Description Line Item Account 10/30/2024 Stock Ford F-250 Tires (16) 101-431-4221-000 2,871.60 Inv 150186573 Total 2,871.60 Inv 150186858 Line Item Date Line Item Description Line Item Account 10/31/2024 Stock Police Explorer Tires (6) 101-431-4221-000 958.68 Inv 150186858 Total 958.68 121725 Total: 5,990.28 AP -Check Detail (11/6/2024 - 10:23 AM) Page 17 Check Number Check Date Amount 546 - Pomp's Tire Service, Inc. Total: 2087 - PreCise MRM LLC Line Item Account 121726 11/12/2024 Inv IN200-2001108 Line Item Date Line Item Description 10/22/2024 Precise GPS Analytic Hardware Inv IN200-2001108 Total 121726 Total: 2087 - PreCise MRM LLC Total: 552 - Press Publications, Inc. Line Item Account 121727 11/12/2024 Inv 809893 Line Item Date Line Item Description 08/08/2024 "Vote for Me" Rookery Ad Inv 809893 Total Inv 809895 Line Item Date Line Item Description 08/22/2024 "Vote for Me" Rookery Ad Inv 809895 Total 121727 Total: 552 - Press Publications, Inc. Total: 1788 - Rainbow Treecare Line Item Account 121728 11/12/2024 Inv 504943 Line Item Date Line Item Description 10/15/2024 Cambistat Tree Growth Application Inv 504943 Total 121728 Total: 1788 - Rainbow Treecare Total: 2173 - RJ Ryan Construction, Inc Line Item Account 121729 11/12/2024 Line Item Account 101-431-4321-000 Line Item Account 202-451-4900-000 Line Item Account 202-451-4900-000 Line Item Account 601-494-4300-000 5,990.28 160.00 160.00 160.00 160.00 262.25 262.25 262.25 262.25 524.50 524.50 463.68 463.68 463.68 463.68 AP -Check Detail (11/6/2024 - 10:23 AM) Page 18 Check Number Check Date Amount Inv 11/5/2024 Line Item Date Line Item Description Line Item Account 11/05/2024 Hydrant Meter Rental Refund 601-000-3714-000-100.00 11/05/2024 Hydrant Meter Rental Refund 601-000-2301-000 600.00 11/05/2024 Hydrant Meter Rental Refund 601-000-3855-000 -5.00 Inv 11/5/2024 Total 495.00 121729 Total: 495.00 2173 - RJ Ryan Construction, Inc Total: 495.00 588 - Safety-Kleen Systems, Inc. Line Item Account 121730 11/12/2024 Inv R003277160 Line Item Date Line Item Description Line Item Account 10/20/2024 Solvent 101-431-4211-000 50.42 Inv R003277160 Total 50.42 121730 Total: 50.42 588 - Safety-Kleen Systems, Inc. Total: 50.42 1578 - Springbrook Holding Company, LLC Line Item Account 121731 11/12/2024 Inv INV-018938 Line Item Date Line Item Description Line Item Account 10/31/2024 October Civic Pay Credit Card Fees 101-407-4345-000 3.00 10/31/2024 October Civic Pay Credit Card Fees 602-495-4345-000 519.50 10/31/2024 October Civic Pay Credit Card Fees 601-494-4345-000 519.50 Inv INV-018938 Total 1,042.00 121731 Total: 1,042.00 1578 - Springbrook Holding Company, LLC Total: 1,042.00 2157 - Staab Construction Corporation Line Item Account 121732 11/12/2024 Inv 021336-000-4 Line Item Date Line Item Description Line Item Account 10/21/2024 Water Treatment Plant 406-499-4400-147 1,389,850.00 Inv 021336-000-4 Total 1,389,850.00 121732 Total: 1,389,850.00 AP -Check Detail (11/6/2024 - 10:23 AM) Page 19 Check Number Check Date Amount 2157 - Staab Construction Corporation Total: 1,389,850.00 1840 - Standard Insurance Company Line Item Account 121733 11/12/2024 Inv November 2024 Line Item Date Line Item Description Line Item Account 10/17/2024 Disability Insurance Premiums 101-463-4133-000 0.00 10/17/2024 Disability Insurance Premiums 101-421-4133-000 47.90 10/17/2024 Life Insurance Premiums 101-402-4133-000 5.00 10/17/2024 Disability Insurance Premiums 101-407-4133-000 48.11 10/17/2024 Life Insurance Premiums 603-496-4133-000 1.95 10/17/2024 Life Insurance Premiums 101-462-4133-000 0.00 10/17/2024 Life Insurance Premiums 101-421-4133-000 2.88 10/17/2024 Disability Insurance Premiums 101-431-4133-000 42.99 10/17/2024 Life Insurance Premiums 602-495-4133-000 4.72 10/17/2024 Life Insurance Premiums 101-420-4133-000 34.62 10/17/2024 Life Insurance Premiums 101-407-4133-000 3.25 10/17/2024 Disability Insurance Premiums 202-451-4133-000 175.56 10/17/2024 Disability hisruance Premiums 101-432-4133-000 3.12 10/17/2024 Disability Insurance Premiums 101-462-4133-000 0.00 10/17/2024 Life Insurance Premiums 101-463-4133-000 0.00 10/17/2024 Life Insurance Premiums 101-422-4133-000 3.75 10/17/2024 Life Insurance Premiums 101-430-4133-000 6.56 10/17/2024 Life Insurance Premiums 101-432-4133-000 0.19 10/17/2024 Disability Insurance Premiums 601-494-4133-000 56.29 10/17/2024 Disability Insurance Premiums 101-422-4133-000 51.01 10/17/2024 Life Insurance Premiums 101-450-4133-000 7.00 10/17/2024 Disability Insurance Premiums 101-461-4133-000 0.00 10/17/2024 Disability Insurance Premiums 602-495-4133-000 56.25 10/17/2024 Disability Insurance Premiums 101-416-4133-000 20.83 10/17/2024 Life Insurance Premiums 601-494-4133-000 4.78 10/17/2024 Life Insurance Premiums 101-431-4133-000 3.19 10/17/2024 Disability Insurance Premiums 101-418-4133-000 27.40 10/17/2024 Life Insurance Premiums 101-000-3730-000 0.06 10/17/2024 Life Insurance Premiums 101-461-4133-000 0.00 10/17/2024 Life Insurance Premiums 101-000-2040-000 52.75 10/17/2024 Life Insurance Premiums 101-000-2040-000 1,302.20 10/17/2024 Life Insurance Premiums 202-451-4133-000 14.19 10/17/2024 Disability Insurance Premiums 101-402-4133-000 77.55 10/17/2024 Life Insurance Premiums 101-418-4133-000 2.11 10/17/2024 Life Insurance Premiums 101-416-4133-000 1.25 10/17/2024 Disability Insurance Premiums 101-420-4133-000 530.64 10/17/2024 Disability Insurance Premiums 101-430-4133-000 82.98 10/17/2024 Disability Insurance Premiums 603-496-4133-000 24.55 10/17/2024 Disability Insurance Premiums 101-450-4133-000 91.97 Inv November 2024 Total 2,787.60 121733 Total: 1840 - Standard Insurance Company Total: 645 - Streicher's, Inc. Line Item Account 2,787.60 2,787.60 AP -Check Detail (11/6/2024 - 10:23 AM) Page 20 Check Number Check Date Amount 121734 11/12/2024 Inv I1720656 Line Item Date Line Item Description 09/25/2024 Dept Exp - J. Oleson Inv I1720656 Total Inv I1724463 Line Item Date Line Item Description 10/17/2024 Uniform Allowance - K. Tracy Inv I1724463 Total Inv I1724683 Line Item Date Line Item Description 10/18/2024 Uniform Allowance - M. Reineke Inv I1724683 Total Inv I1724684 Line Item Date Line Item Description 10/18/2024 Uniform Allowance - S. Bergeron Inv I1724684 Total Inv I1725471 Line Item Date Line Item Description 10/23/2024 MIFF Equipment Inv I1725471 Total 121734 Total: 645 - Streicher's, Inc. Total: 681 - Twin Cities Transport & Recovery Line Item Account 121735 11/12/2024 Inv 24-1013-212176 Line Item Date Line Item Description 10/13/2024 Claim #CA391481 Adverse Driver Caused Collision w/Squad #322 Inv 24-1013-212176 Total 121735 Total: 681 - Twin Cities Transport & Recovery Total: 1447 - Wheeler Hardware Company Line Item Account 121736 11/12/2024 Line Item Account 101-420-4370-000 Line Item Account 101-420-4370-000 Line Item Account 101-420-4370-000 Line Item Account 101-420-4370-000 Line Item Account 402-420-4240-420 Line Item Account 101-431-4363-000 180.00 180.00 139.99 139.99 43.97 43.97 43.97 43.97 311.00 311.00 718.93 718.93 175.00 175.00 175.00 175.00 AP -Check Detail (11/6/2024 - 10:23 AM) Page 21 Check Number Check Date Amount Inv SPI154431 Line Item Date Line Item Description Line Item Account 10/25/2024 Sliding Entry Repair 101-432-4300-503 2,685.00 Inv SPI154431 Total 2,685.00 121736 Total: 2,685.00 1447 - Wheeler Hardware Company Total: 2,685.00 729 - Winnick Supply, Inc. Line Item Account 121737 11/12/2024 Inv 056931 Line Item Date Line Item Description Line Item Account 10/23/2024 Child Care Toilet & Stock Repair Parts 101-432-4211-503 303.53 Inv 056931 Total 303.53 121737 Total: 303.53 729 - Winnick Supply, Inc. Total: 303.53 741 - Zarnoth Brush Works, Inc. Line Item Account 121738 11/12/2024 Inv 0199862-IN Line Item Date Line Item Description Line Item Account 10/17/2024 Stock Main Broom (2) #252 101-431-4221-000 1,272.00 Inv 0199862-IN Total 1,272.00 121738 Total: 1,272.00 741- Zarnoth Brush Works, Inc. Total: 1,272.00 743 - Ziegler, Inc. Line Item Account 121739 11/12/2024 Inv IN001677894 Line Item Date Line Item Description Line Item Account 10/20/2024 Hydraulic Hose for Wing #210 101-431-4221-000 79.10 Inv IN001677894 Total 79.10 121739 Total: 79.10 743 - Ziegler, Inc. Total: 79.10 AP -Check Detail (11/6/2024 - 10:23 AM) Page 22 Check Number Check Date Amount Total: 1,671,219.47 AP -Check Detail (11/6/2024 - 10:23 AM) Page 23 CI Electronic Funds Transfer MN Statute 471.38 Subd. 3 OF Council Meeting November 12, 2024 10/28/2024 Transfer from FRB Money Market 10/31/2024 MN Dept of Commerce 11/1/2024 Council Payroll #11 11/1/2024 Council Payroll #11 Federal Deposit 11/1/2024 Council Payroll #11 PERA 11/1/2024 Council Payroll #11 State 11/5/2024 H.S.A. Employer Contribution Transfer In/(Out) 500,000.00 (265.06) (3,706.98) (209.14) (410.72) (45.27) (6,124.85) CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 1B STAFF ORIGINATOR: Roberta Colotti, CIVIC, City Clerk MEETING DATE: November 12, 2024 TOPIC: Consider Resolution No. 24-150, Authorizing the Issuance of a Solicitor License to Ace Solid Waste VOTE REQUIRED: Simple Majority INTRODUCTION The Council is being asked to Consider Resolution No. 24-150, authorizing the issuance of a Solicitor License to Ace Solid Waste. BACKGROUND Ace Solid Waste, located at 6601 McKinley St NW, Ramsey, Minnesota has submitted a solicitor's license application to the City Clerk's office. This is a renewal of a license that was issued in May of this year and expires on November 14, 2024. The company representative proposed to conduct solicitation in Lino Lakes is Gary Jenson. Mr. Jenson plans to travel through Lino Lakes neighborhoods, going door-to-door to offer residential garbage service. The City has received all the necessary forms required to issue a Solicitor License. The Lino Lakes Public Safety Department has performed the background check within the last six months and indicated no reason to deny the application. We have not received any complaints about their sales techniques or salesperson. The application, along with all supporting documentation, is on file in the City Clerk's office for review. RECOMMENDATION Consider Resolution No. 24-150, authorizing the issuance of a Solicitor License to Ace Solid Waste for a period of six (6) months, commencing November 12, 2024. ATTACHMENTS Resolution No. 24-150 CITY OF LINO LAKES RESOLUTION NO. 24-150 AUTHORIZING THE ISSUANCE OF A SOLICITOR LICENSE TO ACE SOLID WASTE WHEREAS, Ace Solid Waste, located in Ramsey, Minnesota, has applied for the renewal of a solicitor license to allow Gary Jenson to solicit within the City of Lino Lakes; and, WHEREAS, Ace Solid Waste has complied with all provisions of Chapter 613 of the Lino Lakes City Code for obtaining the necessary license and has not been the subject of any complaints in the last six month; and, NOW, THEREFORE, BE IT RESOLVED that the City Council of Lino Lakes, Minnesota hereby approves the request of Ace Solid Waste to solicit throughout Lino Lakes for a period of six (6) months, effective November 12, 2024 through May 12, 2024. Adopted by the City Council of the City of Lino Lakes this 121h day of November 2024. Rob Rafferty, Mayor ATTEST: Roberta Colotti, CIVIC City Clerk CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 1C STAFF ORIGINATOR: Diane Hankee, PE, City Engineer MEETING DATE: November 12, 2024 TOPIC: Consider Resolution No. 24-145, Approving Payment No. 2 and Final, 2023 Trunk Watermain Lake Drive Project VOTE REQUIRED: Simple Majority INTRODUCTION Staff is requesting council consideration to finalize the 2023 Trunk Watermain Lake Drive Project. BACKGROUND On August 14, 2023, the City Council passed resolution 23-79, awarding the contract for the 2023 Trunk Watermain Lake Drive Project in the amount of $315,650.01 to Geislinger & Sons. Construction of the project began in fall of 2023 and the project is now complete including restoration and is recommended for final payment. The final contract amount is $298,788.01 for the 2023 Trunk Watermain Lake Drive Project. Funding for the project is from the Trunk Water Fund. Approve Resolution No. 24-145, Approving Payment No. 2 and Final, 2023 Trunk Watermain Lake Drive Project in the amount of $11,511.78 to Geislinger & Sons, Inc. ATTACHMENTS 1. Resolution 24-145 2. Pay Request No. 2 & Final — 2023 Trunk Watermain Lake Drive Project CITY OF LINO LAKES RESOLUTION NO. 24-145 APPROVING PAYMENT NO. 2 AND FINAL FOR THE 2023 TRUNK WATERMAIN LAKE DRIVE PROJECT WHEREAS, on August 14, 2023, the City Council passed resolution 23-79, awarding the contract for the 2023 Trunk Watermain Lake Drive Project in the amount of $315,650.01 to Geislinger & Sons; WHEREAS, a complete summary of costs are detailed in Payment No. 2 (Final) where the final amount of the 2023 Trunk Watermain Lake Drive Project was $298,788.01; NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes that Payment Request No. 2 (Final) is approved for a final payment amount of $11,511.78 for the 2023 Trunk Watermain Lake Drive Project. Adopted by the Council of the City of Lino Lakes this 12t" day of November, 2024. Rob Rafferty, Mayor ATTEST: Roberta Colotti, City Clerk 2023 Lake Drive Trunk Water Final Pay Voucher 2 Main Improvements Client: City of Lino Lakes Contractor: Geislinger and Sons, Inc. 600 Town Center Parkway 511 Central Avenue South Lino Lakes, MN 55014-1182 Watkins, MN 55389 WSB Project No.: 021892-000 Client Project No.: State Project No.: Federal Project No.: Contract Amount Original Contract Contract Changes Revised Contract Work Certified To Date Base Bid Items Contract Changes Material On Hand Total Funds Encumbered $315,650.01 Original $0.00 Additional $315,650.01 Total $298,788.01 $0.00 $0.00 $298,788.01 wsb" $315,650.01 NIA $315,650.01 Work Certified This Voucher Work Certified To Date Less Amount Retained Less Previous Payments Amount Paid This Voucher Total Amount Paid To Date 1 $8,610.00 $298,788.01 $0.00 $287,276.23 $11,511.78 $298,788.01 Percent Retained: 0% Percent Complete: 94.66% FINAL PAY VOUCHER I hereby certify that a Final Examination has been made of the noted Contract, that the Contract has been completed, that the entire amount of Work Shown in this Final Voucher has been performed and the Total Value of the Work Performed in accordance with, and pursuant to, the terms of the Contract is as shown in this Final Voucher. Approved By WSB Approved By Geislinger and Sons, Inc. _ Q�-� kerb Signature Signature Auaust 23. 2024 Date Approved By City of Lino Lakes Signature Date 81-6-,?q Date Page 1 of 4 2023 Lake Drive Trunk Water Final Pay Voucher 2 Main Improvements wsb PaymentSummary No. Up Through Date Work Certified Per Voucher Amount Retained Per Voucher Amount Paid Per Voucher 1 10/26/2023 $290,178.01 $2,901.78 $287,276.23 2 07/30/2024 $8,610.00 $2,901.78 $11,511.78 Funding Category Name Work Certified Less Amount Less Previous Amount Paid Total Amount Paid To Date Retained Pa ments This Voucher To Date Local $298,788.01 $0.00 $287,276.23 $11,511.78 $298,788.01 Accounting Amount Paid Revised Contract Funds Paid Contractor Number Funding Source This Voucher Amount Encumbered To Date To Date 1 Local $11,511.78 $315,650.01 $315,650.01 $298,788.01 Contract Item Status Line No Item Description Unit Unit Price Contract Quantity Quantity This Voucher Amount This Voucher Quantity To Date Amount To Date 1 2021.501 MOBILIZATION LS $16,120.00 t a $0.0 1 $16,120.0 701.502 CLEARING EACH $1,500.00 2 0 $0.00 2 $3,000.0 101.502 GRUBBING EACH $300.00 2 0 $0.0 $600.00 104,502 SALVAGE SIGN EACH $52.00 z 0 $0.00 0 $0.0 104.504 REMOVE BITUMINOUS PAVEMENT Y S&OC 14 $0.00 C $0.0 106.601 DEWATERING LS $0.01 1 0 $0.0 1 $0.01 123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR S275.0 2 $0.0 $825.00 2123.610 UTILITY CREW HOUR $1,000.0c 1 $5,000.00 15.123 $15,123.00 2130.523 WATER MGAL $75.00 5 a $0.00 0 $0.0 10 2360.509 PE SP 12.5 BIT MIXTURE FOR PATCHING ON $360.0 2 $0.00 0 $0.0 11 2504,602 CONNECT TO EXISTING WATER MAIN EACH $15,000.0 $0.0 $30,000.0 12 2504,602 HYDRANT EACH $10,000.00 1 $0.0 1 $10,000.0 13 2504.602 "GATE VALVE & BOX EACH $3,000.00 1 0 $0.0 1 $3,000.0 14 2504,602 12" GATE VALVE & BOX EACH $6,000.00 2 0 $0.00 2 $12,000.0 15 2504.602 SACRIFICIAL ANODE BAG (32 LB) EACH $600.00 3 0 $0.00 3 $1,800.0 16 2504.603 2WATERMAIN DUCTILE IRON CL L F $150.00 $0.00 7 $1,050.0 17 2504.60312" WATERMAIN DUCTILE IRON CL 52 L F $235.00 $0.00 6 $14,700.00 Page 2 of 4 2023 Lake Drive Trunk Water Final Pay Voucher 2 Main Improvements wsb-1 Contract Item Status Line No Item Description Unit Unit Price Contract Quantity Quantity This Voucher Amount This Voucher Quantity To Date Amount To Date 18 2504.603 14 WATERMAIN HOPE DIRECTIONAL DRILLED) L F $150.0 93 $0.00 93 $139,500.00 19 2504,604 " POLYSTYRENE INSULATION S Y $50.00 4 $0.0 1 $500.00 0 2504.608 DUCTILE IRON FITTINGS LB $23.50 450 $0.0 45 $10,575.0 1 253&503 PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 LF $15.00 58 $0.00 48 $7,275.0 2 2531503 RELOCATE PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 LF $4.5 30 $0,0 $0.0 3 2563.601 TRAFFIC CONTROL LS $3,000.00 1 0 s0.0 1 $3,000.0 4 2563.615 TEMPORARY IMPACT TTENUATOR MBY $2,800.00 0 $0.00 3 $8,400.0 5 2554.615 RELOCATE IMPACT ATTENUATOR AMBY $510.0 2 0 $0.00 C $0.0 6 2564.602 INSTALL SALVAGED SIGN EACH $320.00 5 0 $0.00 0 $0.00 7 2573.503 rILT FENCE, TYPE MS LF $8.00 7 $0.00 C $0.0 8 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LF $4.00 30 $0.00 30 $1,200.0 9 2574.507 COMMON TOPSOIL BORROW CY $50.00 130 1 $700.0 14 $7,200.0 0 2574.508 FERTILIZER TYPE 3 LB $4.00 4 $0.0 4 $180.00 1 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 Y $3.00 1000 80 $2,400.00 2800 $8,400.0 2 2575.505 SEEDING ACRE $5,100.00 0.2 0.1 $510.00 0. $2,040.0 3 2575.508 SEED MIXTURE 25-131 LB $11.00 3 $0.0 5 $550.00 4 2575,508 SEED MIXTURE 25-151 LB $11.00 2 $0.0 5 $550.0 5 575.508 HYDRAULIC MULCH MATRIX LB $6.0 15 $0.00 30 $1,800.0 Bid Totals: $8,610.0 $298,788.01 Project Category Totals Cate o Amount This Voucher Amount To Date WATER MAIN IMPROVEMENTS $8,610.00 $298,788.01 Page 3 of 4 2023 Lake Drive Trunk Water Final Pay Voucher 2 Main Improvements wsb Contract Change Item Status C Line Contract Quantity Amount This Quantity C No. No. Item Description Units Unit Price Quantity This Voucher To Da oDateaoucher Amount To Date V ontract Change Totals: Contract C hangle Totals No. Contract Chan a Description Amount This Voucher Amount To Date Material On Hand Additions Line No. Item Description Date Added Comments Material On Hand Balance Line Item Description Date Added Used Remaining No. Page 4 of 4 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 1D STAFF ORIGINATOR: Hannah Lynch, Finance Director MEETING DATE: November 12, 2024 TOPIC: Consider Resolution No. 24-148, Authorizing Certification of Delinquent Utility Charges VOTE REQUIRED: Simple Majority INTRODUCTION The City Council is being asked to authorize the certification of delinquent utility charges to Anoka County for collection with taxes payable 2025. BACKGROUND Certification of delinquent utility charges is an annual process. Delinquent charges includes water, sewer, and storm water utility fees. Effected property owners received mailed notice of this proceeding and have been allowed time to pay the delinquent charges. RECOMMENDATION Staff recommends approval of Resolution No. 24-148, Authorizing Certification of Delinquent Utility Charges. ATTACHMENTS 1. Resolution No. 24-148 2. Listing of Delinquent Utility Accounts 1 CITY OF LINO LAKES RESOLUTION NO. 24-148 AUTHORIZING CERTIFICATION OF DELINQUENT UTILITY CHARGES WHEREAS, pursuant to City Code section 401.30, Section 402.14, Sub. 6 and Section 404.10, a listing of properties having delinquent water, sewer, and storm water charges has been prepared to be certified to the Anoka County Auditor for collection with taxes payable in 2025; and WHEREAS, notice of such certification was mailed to effected property owners; and WHEREAS, the City Council has met to consider the certification of such delinquent utility charges. NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota the authorization of the certification of delinquent utility charges as indicated on the attached listing to the Anoka County Auditor to be collected with taxes payable in 2025 at an interest rate of 5.00% per annum. Adopted by the City Council of the City of Lino Lakes this 12th day of November, 2024. Rob Rafferty, Mayor ATTEST: Roberta Colotti, CIVIC, City Clerk 11/8/2024 CITY OF LINO LAKES 2024 CERTIFICATION LIST -Certification fee and interest to be added Account Customer Name PIN Property Address Mailing Address Mailing City, State, Zip Total 009135-000 KIM ENGLAND 31-31-22-34-0005 155 ASH ST 155 ASH ST LINO LAKES, MN 55126-1130 456.57 009137-000 JANET M DARROW 31-31-22-34-0006 175 ASH ST 175 ASH ST LINO LAKES, MN 55126-1130 1,556.96 009394-000 GREGORY J THOMPSON & LAURIE A MEANS 30-31-22-44-0126 6478 LAKOTA TRL 6478 LAKOTA TRL LINO LAKES, MN 55014-7006 606.08 009416-000 LARA VERRECCHIO 31-31-22-13-0037 250 LINDA AVE 250 LINDA AVE LINO LAKES, MN 55014-1423 1,665.77 009530-000 JAMES P & BETH M MAROLT 31-31-22-14-0027 348 LINDA LN 348 LINDA LN LINO LAKES, MN 55014-6402 947.27 009608-000 MARY F COOPER 30-31-22-44-0139 365 OJIBWAY PATH 365 OJIBWAY PATH LINO LAKES, MN 55014-7007 249.51 009825-000 W ILLIAM H II & ANGELA K RICE 30-31-22-41-0031 350 SIOUX CT 350 SIOUX CT LINO LAKES, MN 55014-2429 198.71 009857-000 PATRICIA JOAN KNUTSON 30-31-22-41-0023 6581 SIOUX LN 6581 SIOUX LN LINO LAKES, MN 55014-2401 117.71 009997-000 PAUL J & ABIGAIL L DONOHOO 31-31-22-24-0007 171 WHITE PINE RD 171 WHITE PINE RD LINO LAKES, MN 55014-5451 144.00 010001-000 ROBERT R & C A ANDERSON 31-31-22-31-0053 182 WHITE PINE RD 182 WHITE PINE RD LINO LAKES, MN 55014-5449 937.42 010057-000 JAY WILLIAM & JANE ELLEN BARNETT TRUSTEE 31-31-22-31-0049 128 WOODRIDGE LN 128 WOODRIDGE LN LINO LAKES, MN 55014-5437 1,043.28 010216-000 NATHANIEL & WEISS A G TRUSTY 29-31-22-34-0058 570 ARROWHEAD CT 570 ARROWHEAD CT LINO LAKES, MN 55014-1487 478.52 010248-000 JASON ALAN & AMI FURCHNER 29-31-22-33-0069 466 ARROWHEAD DR 466 ARROWHEAD DR LINO LAKES, MN 55014-1402 417.60 010281-000 MICHAEL J WELSH 29-31-22-34-0070 548 ARROWHEAD DR 548 ARROWHEAD DR LINO LAKES, MN 55014-1451 476.80 010293-000 AMANDA L NYGAARD 29-31-22-34-0061 564 ARROWHEAD CT 564 ARROWHEAD CT LINO LAKES, MN 55014-1487 217.01 010683-000 JOSHUA LOWEY & BARBARA BLISS 28-31-22-32-0038 6543 DEERWOOD LN 6543 DEERWOOD LN LINO LAKES, MN 55014-5486 636.70 010734-000 ALLURE INVESTMENTS LLC 29-31-22-44-0020 6450 FAWN LN 11670 FOUNTAINS DR STE 200 MAPLE GROVE, MN 55369 814.74 010980-000 MICHAEL J & JENNIFER A RESCH 32-31-22-21-0014 585 HAWTHORN RD 585 HAWTHORN RD LINO LAKES, MN 55014-1972 859.00 011031-000 BUILDING BLOCK HOLDINGS LLC 29-31-22-33-0019 6498 HOKAH DR C/O VIRTUS LAW PLLC 7040 LAKELAND AVE STE 100 MINNEAPOLIS, MN 55428 91.03 011070-000 BRUCE H MILLER 29-31-22-32-0029 6598 HOKAH DR 6598 HOKAH DR LINO LAKES, MN 55014-1343 478.52 011235-000 CURTIS A & MARY KAY SELL 32-31-22-21-0062 564 LONESOME PINE TRL 564 LONESOME PINE TRL LINO LAKES, MN 55014-5479 100.29 011315-000 JARED M & JAMIE L SAMPSON 33-31-22-22-0045 6295 RED FOX RD 6295 RED FOX RD LINO LAKES, MN 55014-1669 609.15 011431-000 JASON T & PAULA B GREVE 29-31-22-34-0019 6469 TOMAHAWK CT 6469 TOMAHAWK CT LINO LAKES, MN 55014-1460 191.16 011451-000 CHONGTOUA X & BAO H YANG 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29-31-22-43-0015 655 HICKORY PL 655 HICKORY PL LINO LAKES, MN 55014-1955 200.14 020246-000 JOCELYN BRUNS 30-31-22-44-0148 389 OJIBWAY PATH 389 OJIBWAY PATH LINO LAKES, MN 55014-7007 361.29 020266-000 CYNTHIA LOUISE CARPENTER 29-31-22-33-0056 6474 WARE RD 6474 WARE RD LINO LAKES, MN 55014-1443 478.52 020268-000 SHANA A SLETTEDAHL 29-31-22-23-0007 6665 HOKAH DR 6665 HOKAH DR LINO LAKES, MN 55014-1340 91.03 020569-000 TIMOTHY HUGHES 30-31-22-24-0023 6669 BLUE HERON DR 6669 BLUE HERON DR LINO LAKES, MN 55014-3303 753.95 020896-000 JASON BARKER 30-31-22-44-0118 6462 LAKOTA TRL 6462 LAKOTA TRL LINO LAKES, MN 55014-7006 220.31 020956-000 JENNIFER YAMADA & SUSAN S YAMADA-HORGREN 21-31-22-23-0009 7033 W SHADOW LK DR 7033 W SHADOW LK DR LINO LAKES, MN 55014-1930 643.52 021155-000 JOHN & PENNY LARSEN MUNSON 31-31-22-32-0002 111 WHITE PINE RD 111 WHITE PINE RD LINO LAKES, MN 55014-5451 71.59 022636-000 BYJAC ART INC 31-31-22-11-0020 6352 HODGSON RD 6352 HODGSON RD LINO LAKES, MN 55014 125.97 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07-31-22-43-0088 246 TECKLA CT 246 TECKLA CT LINO LAKES, MN 55014-2903 212.29 006010-000 LARA CONLEY & BRIAN RINGLER 08-31-22-12-0037 7939 HIGHLAND DR 7939 HIGHLAND DR LINO LAKES, MN 55014-2453 553.02 006059-000 LUKE D GRABAU 08-31-22-12-0028 617 HIGHLAND LN 617 HIGHLAND LN LINO LAKES, MN 55014-2466 217.93 006199-000 ROGER D & LEEA K HARRIS 08-31-22-21-0076 533 ARLO LN 533 ARLO LN LINO LAKES, MN 55014-5509 566.84 006208-000 JOHN D & LESLIE M BETTCHER 08-31-22-21-0072 557 ARLO LN 557 ARLO LN LINO LAKES, MN 55014-5509 133.05 006209-000 JAMES P JR & JENNIFER J MEYER 08-31-22-21-0071 563 ARLO LN 563 ARLO LN LINO LAKES, MN 55014-5509 348.39 006357-000 MICHAEL D CLOUTIER 08-31-22-24-0038 595 LOIS LN 595 LOIS LN LINO LAKES, MN 55014-1069 493.14 006456-000 LAWRENCE & TRISHA GREENFIELD 08-31-22-13-0062 7851 MARILYN DR 7851 MARILYN DR LINO LAKES, MN 55014-5507 836.99 006591-000 DANIEL T ALTMAN 08-31-22-13-0131 7885 OAK CT 7885 OAK CT LINO LAKES, MN 55014-5504 527.31 006635-000 SUSAN SMITH 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19-31-22-33-0019 6857 LAKEVIEW DR 6857 LAKEVIEW DR LINO LAKES, MN 55014 52.80 022403-000 STEVEN A & ROCHELLE M WISDORF 19-31-22-33-0020 6865 LAKEVIEW DR 6865 LAKEVIEW DR LINO LAKES, MN 55014 52.80 022406-000 RACHEL BESTLAND 19-31-22-33-0023 6872 LAKEVIEW DR 6872 LAKEVIEW DR LINO LAKES, MN 55014 52.80 022413-000 TARA J S & GREGORY J FERGUSON 19-31-22-33-0030 6818 LAKEVIEW DR 6818 LAKEVIEW DR LINO LAKES, MN 55014 52.80 022416-000 CHRISTOPHER C & LESLIE ERICKSON 19-31-22-33-0038 6857 SUNRISE DR 6857 SUNRISE DR LINO LAKES, MN 55014 52.80 022417-000 RONALD J NAGY 19-31-22-33-0039 6865 SUNRISE DR 6865 SUNRISE DR LINO LAKES, MN 55014 52.80 022422-000 HEATHER E & JASON E T ANDERSON 19-31-22-34-0005 6872 SUNRISE DR 6872 SUNRISE DR LINO LAKES, MN 55014 52.80 022423-000 MARY E EMARD 19-31-22-34-0006 6864 SUNRISE DR 6864 SUNRISE DR LINO LAKES, MN 55014 110.88 022449-000 RANDY J & CHRISTINE NUGENT 20-31-22-41-0012 6937 W SHADOW LK DR 6937 W SHADOW LK DR LINO LAKES, MN 55014 52.80 022488-000 W 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876 OLD BIRCH ST ONE COMCAST CENTER 32ND FLOOR PHILADELPHIA, PA 19103 52.80 022619-000 MATTHEW SIGRIST 30-31-22-43-0004 6433 HODGSON RD 6433 HODGSON RD LINO LAKES, MN 55014 52.80 022621-000 DIANE A & JOHN P HUTTON 30-31-22-43-0006 6449 HODGSON RD 6449 HODGSON RD LINO LAKES, MN 55014 52.80 022622-000 JEFFREY M KENNEY 30-31-22-43-0007 6451 HODGSON RD 6451 HODGSON RD LINO LAKES, MN 55014 52.80 022624-000 KENNETH S JAROSH 30-31-22-43-0009 6479 HODGSON RD 6479 HODGSON RD LINO LAKES, MN 55014 52.80 022625-000 CODY HELLER & HANNAH WEEKS 30-31-22-43-0010 6481 HODGSON RD 6481 HODGSON RD LINO LAKES, MN 55014 52.80 022632-000 MARTIN AUSTIN 31-31-22-11-0016 6316 HODGSON RD 6316 HODGSON RD LINO LAKES, MN 55014 52.80 022647-000 COLE FORD 31-31-22-12-0014 6401 HODGSON RD 6401 HODGSON RD LINO LAKES, MN 55014 52.80 022655-000 JAMES W CHRISTIANSEN 31-31-22-13-0029 6217 HODGSON RD 2 BLUE FLAG CT NORTH OAKS, MN 55127 52.80 022681-000 SANDRA J THILL 31-31-22-33-0019 6030 BALDWIN LAKE RD 6030 BALDWIN LAKE RD LINO LAKES, MN 55014 52.80 022685-000 NATASHA L & PHILIP MICHAEL JONES 31-31-22-34-0008 185 ASH ST 185 ASH ST LINO LAKES, MN 55126 52.80 022701-000 DAVID J & KELSEY M SCHREINER 31-31-22-42-0011 6165 OAKWOOD DR 6432 FAWN LN LINO LAKES, MN 55014 52.80 022708-000 PATRICK ROSENTHAL 31-31-22-42-0018 288 ROHAVIC LN 288 ROHAVIC LN LINO LAKES, MN 55014 52.80 022709-000 MITCHELL E WLASCHIN 31-31-22-42-0019 278 ROHAVIC LN 278 ROHAVIC LN LINO LAKES, MN 55014 52.80 022722-000 KIM M & TIMOTHY D ISRAELS 31-31-22-44-0008 6045 WARE RD 6045 WARE RD LINO LAKES, MN 55014 52.80 022728-000 MARK STEVE & DENISE KEMPLIN 32-31-22-14-0002 6216 RED MAPLE LN 6216 RED MAPLE LN LINO LAKES, MN 55014 52.80 022749-000 CARRIE A MEIS 32-31-22-14-0023 6292 RED MAPLE LN 6292 RED MAPLE LN LINO LAKES, MN 55014 52.80 022762-000 RICHARD B WILLIAMS 32-31-22-32-0003 498 62ND ST 498 62ND ST LINO LAKES, MN 55014 58.08 022767-000 JACOB MELQUIST 32-31-22-32-0009 420 62ND ST 420 62ND ST LINO LAKES, MN 55014 52.80 022775-000 MARGO POLTA 32-31-22-34-0007 575 ASH ST 575 ASH ST LINO LAKES, MN 55126 52.80 022797-000 JEREMY D & AMY R LARSON 33-31-22-33-0009 855 ASH ST 855 ASH ST LINO LAKES, MN 55126 52.80 022829-000 W ILLIAM R SHEAREN 34-31-22-43-0013 1458 ASH ST 1458 ASH ST LINO LAKES, MN 55038 52.80 022830-000 BRANDON LEE & SANDRA MARIANNE PRIOR 35-31-22-11-0004 6351 20TH AVE 6351 20TH AVE LINO LAKES, MN 55038 52.80 022840-000 KYLE P & MARIE L KRAEMER 35-31-22-14-0001 2008 OTTER LAKE DR 2008 OTTER LAKE DR LINO LAKES, MN 55110 52.80 022848-000 BRENDA & JEFFREY A MICKLE 35-31-22-22-0001 6383 CENTERVILLE RD 6383 CENTERVILLE RD LINO LAKES, MN 55038 58.08 022874-000 KURT N & LOIS E SPETEN 35-31-22-41-0009 6230 OTTER LAKE RD 6230 OTTER LAKE RD LINO LAKES, MN 55110 52.80 022885-000 ROBERT J & KARA JANSSEN 36-31-22-13-0008 2236 REILING RD 2236 REILING RD LINO LAKES, MN 55110 52.80 022906-000 RICHARD S CALDECOTT II & GABRIELLA MARIE HERRERA 36-31-22-21-0003 2201 DEER PASS TRL 2201 DEER PASS TRL LINO LAKES, MN 55110 52.80 022914-000 PATRICK S & JODI M MOORE 36-31-22-22-0004 6398 OTTER LAKE RD 6398 OTTER LAKE RD LINO LAKES, MN 55110 52.80 022916-000 MICHAEL GORDON SMITH 36-31-22-22-0006 6382 OTTER LAKE RD 6382 OTTER LAKE RD LINO LAKES, MN 55110 52.80 022923-000 STEVE BETKER & AUDREY WARRUS 36-31-22-23-0006 2050 OTTER LAKE DR 2050 OTTER LAKE RD LINO LAKES, MN 55110 52.80 022943-000 TYLER SAFRANEK & JORDAN HAIGHT 36-31-22-34-0017 2197 ASH ST 2197 ASH ST LINO LAKES, MN 55110 52.80 022947-000 MATTHEW & TINA E CLEARY 36-31-22-34-0022 6046 N SARGENT CT 6046 SARGENT CT N LINO LAKES, MN 55110 52.80 022964-000 ERIN S & TODD C BURSCH 36-31-22-41-0009 6175 WOODCHUCK CIR 289 5TH ST E UNIT 610 ST. PAUL, MN 55101 52.80 022968-000 MEGAN D & DAVID J BAUMLER 36-31-22-41-0013 6183 PARTRIDGE CT 6183 PARTRIDGE CT LINO LAKES, MN 55110 52.80 022982-000 JOHN WARREN VOJTECH 36-31-22-43-0006 2205 FOXTAIL CT 2205 FOXTAIL CT LINO LAKES, MN 55110 52.80 022985-000 JOHN ERIC LARSEN & KATHERINE KAY JUDSON 36-31-22-43-0009 2218 FOXTAIL CT 2218 FOXTAIL CT LINO LAKES, MN 55110 52.80 022995-000 PETER G NARLOCH 36-31-22-43-0019 6088 FOXTAIL DR 6088 FOXTAIL DR LINO LAKES, MN 55110 58.61 022997-000 STEVEN R & CHARLOTTE S LARSEN 36-31-22-43-0021 6048 FOXTAIL DR 6048 FOXTAIL DR LINO LAKES, MN 55110 52.80 022999-000 DARYL D & NORMA J BARTSCH 36-31-22-43-0023 2261 ASH ST 2261 ASH ST LINO LAKES, MN 55110 48.00 023013-000 MATHEW MARK & HOLLY ROSE AVE'LALLEMANT 36-31-22-44-0014 6091 WOODCHUCK CIR 6091 WOODCHUCK CIR LINO LAKES, MN 55110 52.80 023018-000 RAINER W LINK 36-31-22-44-0019 6107 W BALD EAGLE BLVD 6107 BALD EAGLE BLVD W LINO LAKES, MN 55110 52.80 023173-000 DOMINIC LEVI RAU 19-31-22-33-0022 6880 LAKEVIEW DR 6880 LAKEVIEW DR LINO LAKES, MN 55014 44.70 023273-000 ANTHONY JOSEPH FLAHERTY 19-31-22-22-0028 7108 SUNSET AVE 7108 SUNSET AVE LINO LAKES, MN 55014-1237 52.80 $173,028.21 FINAL BILLED WITH NEW OWNERS 011025-000 DYLAN ALEXANDER CLARK & TYLER MONTGOMERY CLARK 29-31-22-33-0020 6490 HOKAH DR 6490 HOKAH DR LINO LAKES, MN 55014-1424 41.38 $ 41.38 GRAND TOTAL $173,069.59 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 2A STAFF ORIGINATOR: Hannah Lynch, Finance Director MEETING DATE: November 12, 2024 TOPIC: 2025 Fee Schedule i. Consider 2n6 Reading of Ordinance 16-24, Repeal and Replace of Chapter 218 (Fee Schedule) ii. Consider Resolution No. 24-147, Approving Summary Publication of Ordinance No. 16-24 VOTE REQUIRED: Simple Majority INTRODUCTION The City Council is being asked to consider the second reading of Ordinance 16-24, Repeal and Replace of Chapter 218 (Fee Schedule) and Resolution No. 24-147, Approving Summary Publication of Ordinance 16-24. The first reading of Ordinance 16-24 was approved at the October 28, 2024 City Council Meeting. The 2025 Fee Scheule will be effective on January 1, 2025. BACKGROUND Fees are consolidated into one schedule to be reviewed and adopted on an annual basis to provide for an efficient and timely method of reviewing and adjusting the various fees charged by the city. Staff has reviewed the fees in place to ensure their ongoing equity and cost recovery ability. Recommended changes from the 2024 Fee Schedule are shown on the attached 2025 Fee Schedule — Red Lined. Fees with proposed changes include: • Business & Miscellaneous o City Code Book o Pawn Shop/Precious Metal Dealer/Secondhand Goods Dealer • Building Permit Fee Schedule o Grading Permit —Surface Water Management Plan o Sign Permit • Right of Way Management o Excavation Permit Fees • Utility Fees 1 o Water Utility Rates o Sewer Utility Rates o Trunk Charge o Availability Charge o Lateral Service Connection o Surface Water Management • Land Use o Alternative Urban Area -wide Review (1-35E AUAR) o Zoning Confirmation Letter • Escrow Deposits o Comprehensive Plan Amendment o Environmental Review o Planned Unit Development • Development Fees o Park Dedication o Tree Preservation Mitigation Fee • Economic Development Assistance o Tax Increment Financing or Tax Abatement RECOMMENDATION Staff recommends approving the second reading of Ordinance 16-24, Repeal and Replace of Chapter 218 (Fee Schedule) and Resolution No. 24-147, Approving Summary Publication of Ordinance No. 16-24. ATTACHMENTS 1. 2025 Fee Schedule — Red Lined 2. 2025 Fee Schedule— Final 3. Resolution No. 24-147 K Public Hearing: N/A Draft Posted to Website: October 29, 2024 1st Reading: October 28, 2024 Publication: November 19, 2024 2nd Reading: November 12, 2024 Effective: January 1, 2025 CITY OF LINO LAKES ORDINANCE NO. 16-24 Repeal and Replace of Chapter 218 (Fee Schedule) The City Council of Lino Lakes ordains: Section 1. Findings. Pursuant to Minnesota Law, the Lino Lakes City Charter, and the Lino Lakes City Code, a fee schedule for city services and licensing is hereby adopted as follows: 2025 FEE SCHEDULE ALCOHOLIC BEVERAGES 3.2 Beer Off -Sale $ 200.00 /Year 3.2 Beer On -Sale $ 300.00 /Year 3.2 Beer On -Sale Temporary $ 50.00 Plus $5.00/Day Club License $ 300.00 /Year Liquor License Investigation (Initial Application Only) $ 267.75 1 or 2 $ 471.75 3+ Liquor License On -Sale $ 4,500.00 /Year Liquor License Off -Sale $ 200.00 /Year Liquor Temporary Permit $ 50.00 Wine License $ 500.00 /Year Sunday Liquor $ 200.00 /Year On -Sale Brewer Taproom $ 500.00 /Year Off -Sale Growler $ 200.00 /Year AMUESMENT & COMMERCIAL RECREATION Cabaret License $ 35.00 Dances $ 200.00 /Year Gambling Permit Application $ 10.00 BUSINESS & MISCELLANEOUS Assessment Search Fee $ 20.00 /Search Background Check Fee $ 35.00 /Background Cannabinoid License Investigation (Initial Application Only) $ 267.75 1 or 2 $ 471.75 3+ Cannabinoid License $ 250.00 /Year CD or DVD $ 7.00 City Charter $ - First Copy $ 10.00 Each Additional Copy City Code Book $ 140.00 No Binder or Tabs City Map $ $ 75-00 2.50 Comp. Plan $ 55.00 Copies: Large Scale (>11"x17") $ 0.50 /Square Foot Copies: New Resident Labels $ 5.00 /Month Flat Fee Copies: Per Page $ - /Page (1-10 Pages) $ 0.25 /Page (11-100 Pages) Actual Cost 100+ Pages Dog Kennel - Private $ 20.00 /Year Dog Kennel — Commercial $ 105.00 /Year Dog License Male/Female $ 11.00 Not Spayed or Neutered $ 6.00 Spayed or Neutered Election Filing Fee $ 5.00 Fax Charge $ - 1-10 Pages $ 0.25 /Page 11+ Pages Garbage Hauler License $ 100.00 First Truck $ 45.00 Each Additional Truck Massage Therapist License (Individual) $ 50.00 Annually Overweight Permit $ 50.00 Pawn Shop Class A, Class B, and Class C $ 10,000.00 PaWR Shop Cl;;-;-; ❑ Pawn Shop/Precious Metal Dealer/Secondhand Goods 0a Dealer Class A Background Investigation (In State) $ 775.00 Fee $ 15,000.00 Escrow Deposit Pawn Shop/Precious Metal Dealer/Secondhand Goods Dealer Class A Background Investigation (Out State) $ 20,000.00 Fee & Escrow Deposit Peddler, Solicitor, Transient Merchant $ 250.00 /6 Months Precious Metal Dealer $ 10,000.00 Secondhand Goods Dealer Class A $ 10,000.00 Secondhand Goods Dealer Class B and Class C $ 300.00 Class n cer--A- dhand f-'. eds Healer 72000 Return Check Charge $ 30.00 Rental Housing License (Annual) $ 73.00 1 or 2 Units plus $15.00/Unit for 3 or More Units (fee to be reduced by 50% if issued less than six months from expiration date) Rental License Re -Inspection Fee $ 73.00 Special Event Permit $ 50.00 Therapeutic Massage Business License $ 200.00 Annually Tobacco License $ 250.00 Weed & Mowing Violation $ 150.00 First Hour $ 75.00 Each Additional Hour Additional Admin Fee $ 100.00 2nd Offense in Calendar Yr $ 200.00 3rd and Each Additional Offense in Calendar Yr Non -Payment Certification Fee $ 30.00 Zoning Maps $ 5.00 Large or Colored Zoning Ordinance $ 25.00 FIRE REGULATIONS Annual Permit for Sale of Consumer Fireworks $ 350.00 Exclusive Retail Seller $ 100.00 In Conjunction with Existing Retail Store Burning Permit $ 50.00 Day Care/Foster Care Inspection $ 50.00 False Fire Alarms $ - /Alarm (1-3) in Calendar Yr $ 100.00 /Alarm (4-10) in Calendar Yr $ 200.00 /Alarm (11+) in Calendar Yr Fire Watch $ 50.00 /Hour Fireworks Display Permit $ 100.00 Food Truck Inspection $ 50.00 Inspection Outside Business Hours $ 75.00 /Hour (2 Hour Minimum) nr%l Ulu LLLC Copy of Report $ - To Subject of Data up to 3 Pages $ 1.00 4th Page $ 0.25 /Page 5-100 Pages Copy of Report —Mail In $ 4.00 Up to 4 Pages $ 0.25 /Page Thereafter Vehicle Lockouts $ - No Fee Clearance Letter $ 15.00 Fingerprinting $ 15.00 By Appointment Digital Photographs $ 25.00 Up to 16gb Flash Drive Other Digital Documentation/Video $ 50.00 Up to 16gb Flash Drive False Police Alarms $ - /Alarm (1-3) in Calendar Yr $ 52.50 /Alarm (4-10) in Calendar Yr $ 105.00 /Alarm (11+) in Calendar Yr Vehicle Forfeiture Fee $ 300.00 /Vehicle Dangerous Dog Registration $ 255.00 /Year RENTALS & RESERVATIONS Civic Complex Room Reservations Non -Residents & Businesses - Up to 4 Hours $ 100.00 Non -Residents & Businesses - Up to 8 Hours $ 200.00 Field Rental Baseball/Softball Drag Only $ 25.00 /Evening Baseball/Softball Drag & Chalk $ 50.00 /Evening Picnic Shelter Reservation $ 25.00 BUILDING - CONSTRUCTION UTILITES Building Permit Fee Schedule Building Permit Fees shall be based on the Fee Table. Fire Suppression Permit Fee shall be based on Fee Table. Minimum fee of $73.00 for all permits. Fee Table Total Valuation Fee $1.00 to $1,360.00 $73.00 $1,361.00 to $2,000.00 $23.50 for the first $500.00 plus $3.05 for each additional $100.00, or fraction thereof, to and including $2,000.00. Min. Fee $73.00 $2,001.00 to $25,000.00 $69.25 for the first $2,000.00 plus $14.00 for each additional $1,000.00, or fraction thereof, to and including $25,000.00 $25,001.00 to $50,000.00 $391.25 for the first $25,000.00 plus $10.10 for each additional $1,000.00, or fraction thereof, to and including $50,000.00 $50,001.00 to $100,000.00 $643.75 for the first $50,000.00 plus $7.00 for each additional $1,000.00, or fraction thereof, to and including $100,000.00 $100,001.00 to $500,000.00 $993.75 for the first $100,000.00 plus $5.60 for each additional $1,000.00, or fraction thereof, to and including $500,000.00 $500,001.00 to $1,000,000.00 $3,233.75 for the first $500,000.00 plus $4.75 for each additional $1,000.00, or fraction thereof, to and including $1,000,000.00 $1,000,001.00 and up $5,608.75 for the first $1,000,000.00 plus $3.15 for each additional $1,000.00, or fraction thereof Other Inspections and Fees Work Commencing Before Permit Issuance Erosion Control Inspection Fee Single, Two -Family, Townhomes up to 8 Units, Multi -Family > 8 Units Commercial, Industrial, and Institutional Change of Use/Occupancy Inspections Inspections Outside of Normal Business Hours Re -Inspection Fee Inspections for which no fee is specifically designed Additional Plan Review Required by Changes, Additions, or Revisions For use of outside consultants for plan checking and inspections, or both Plan Review Fee Double Permit Fee $ 160.00 Determined by Separate Agreement $ 73.00 /Trip $ 73.00 /Hour* $ 73.00 /Trip $ 73.00 /Trip $ 73.00 /Hour** Actual Cost*** a. 65% of the Building Permit Fee b. 25% of the Building Permit Fee for review of similar plans (Master Plan) in a 12 month period Easement Encroachment Fee County Recording Fee plus $25.00 Antenna, City Owned Property $ 250.00 Plus $6,000 Escrow Antenna, Private Property Accessory Building Permit: 200 sq. ft. or under in size Accessory Building Permit: over 200 sq. ft. in size Fence Permit: 6 feet or under in height Fence Permit: over 6 feet in height Grading Permit Grading Permit Escrow Deposit (if not included in Dev. Contract) Surface Water Management Plan (if applicable and not covered in Site Performance or Development Contract Escrow) Roofing Permit Siding Permit Swimming Pool Permit Window/Door Replacement Permit Retaining Wall Permit See Building Fee Table $ 73.00 See Building Fee Table $ 73.00 See Building Fee Table $ 160.00 $ 300.00 $ 3,500.00 $ 106.00 $ 106.00 $ 160.00 In Ground $ 106.00 Above Ground $ 79.00 /Unit (max $158.00) $ 73.00 Mechanical (HVAC) permit: Gas Fireplace Mechanical (HVAC) Permit: Residential Mechanical (HVAC) Fee: New Construction Residential Mechanical (HVAC) Permit: Commercial Manufactured Home Permits Plumbing Permit Sewer Connection Inspection Fee Water Connection Inspection Fee Contractor License Verification Contractor Lead Certification Verification Contractor License Metropolitan Council SAC (Sewer Availability Charge) Water Meter MXU Unit Water Meter+ MXU Unit Touch Pad Curb Stop Covers Septic Installation or Repair Permit Septic Pumping Permit Demolition Permit Lawn Sprinkler/Irrigation System Permit Irrigating or Watering of New Landscaping Permit (Sod or Seed) Driveway Replacement Permit Sign Permit: Existing Billboard Sign Permit: Permanent Sign Permit: Sandwich Board Sign Permit: Temporary (portable/banner) Storm Pond Aeration Permit $ 73.00 Plus $34.50 for Each Additional Fireplace $ 73.00 Except New Construction Includes AC/Furnace Combined $ 158.00 Does Not Include Fireplaces 2% of the Contract Price ($73.00 Minimum Fee) $ 250.00 $ 11.00 /Fixture ($73.00 Min. Fee) $ 200.00 $ 250.00 $ 5.00 /Permit $ 5.00 /Permit $ 50.00 Per Met Council City Cost plus $50.00 City Cost plus $50.00 City Cost plus $50.00 $ 18.00 $ 70.00 $ 250.00 $ 10.00 $ 73.00 $ 73.00 $ - No Fee $ 73.00 $ 85.00 /Year See Building Fee Table $ 35.00 $ 35.00 /Term $ 25.00 $ 150.00 Fee Refund — Per applicant request, City staff may refund permit fees up to 80% for voided permits. Plan review fees and state surcharge fees are non-refundable. No refund shall be provided if permit has expired. All permits issued are subject to applicable State surcharge fees. * Inspections made outside of normal business hours is a three-hour minimum charge. ** Or the total hourly cost to the jurisdiction, whichever is greatest. This cost shall include supervision, overhead, equipment, hourly wages, and fringe benefits of the employees involved. *** Actual costs include administrative and overhead costs. An escrow may be required, as determined by the City Engineer, to cover all costs incurred by the City for plan revision and construction observation. ESCROW DEPOSITS In order to obtain a Certificate of Occupancy, escrow deposits shall be collected if exterior work cannot be completed due to inclement weather, as determined by City Staff, whereupon a Temporary Certificate of Occupancy would be issued subject to the execution of an escrow agreement and payment thereof. Any unfinished work must be completed within six months (weather permitting) from the date of issuance. The following escrow amounts are hereby established: a. Driveway - $1,000.00 b. Exterior Concrete - $1,000.00 c. As -built Surveys - $1,000.00 d. Stucco (final coat only) - $1,000.00 e. Garage Floor - $1,000.00 f. Landscaping - $2,500.00 (landscaping may be escrowed year-round per City Staff) g. Other — Determined by City staff at a rate of 125% of the actual improvement costs Escrow deposits will be charged a $100.00 non-refundable administrative fee. Escrow deposits can be submitted through one of the following procedures: a. Escrow can be paid to the City upon execution of an agreement signed by both the payee and the City. b. The title company or lending institution can hold the escrow upon execution of an agreement signed by both the title company or lending institution and the City. A partial release, of a multi -item escrow, will be charged a $75.00 non-refundable administrative fee. RIGHT-OF-WAY MANAGEMENT Excavation Permit Fees Hole (includes administration, plan review, inspection, testing and mapping) Trench (includes administration, plan review, inspection, testing & mapping) Obstruction Permit Fee Includes administration, recording, review & inspection Permit Extension Fee $ 150.00 $ i2s.00 $ 70.00 /100 Lineal Feet plus Hole Fee $ 50.00 Plus $0.50/ Lineal Foot Includes administration, recording & review $ 55.00 Delay Penalty For up to three days of non -completion and non- $ 60.00 prior notice before specified date. After three days an additional charge of $10.00 per day will be levied. Degradation Fee Degradation Fee Formula: This formula covers degradation for depreciation caused by intrusion into the right-of- way. The depreciation applies to the original surface of the right-of-way and to the overlays and seal -coats applied to the surface. The formula includes life expectancy schedules for each and has an estimated cost per square yard based on the quality of the right-of-way surface required for different levels of traffic. This formula creates a degradation fee which is determined by the cost per square yard for street, overlay, and seal -coat, multiplied by the depreciation schedule, multiplied by the area of the street patch. Degradation Fee: (cost per square yard for street overlay and seal -coat x depreciation schedule rates) x area of street patch = degradation fee I ITII ITV CCCC Water Utility Rates Residential Base Fee Consumption Fee 0 - 20,000 Gallons 20,001- 40,000 Gallons 40,001- 80,000 Gallons 80,001- 120,000 Gallons Over 120,000 Gallons Non -Residential Base Fee Consumption Fee 0 - 20,000 Gallons $ 25.00 /Quarter/REU* 25.00 /nu-,Fte /REJ i* $ 2.19 /Thousand Gallons $ 2.19 $ 2.43 /Thousand Gallons $ 2.34 $ 3.04 /Thousand Gallons /The $ 2.92 $ 3.65 sand Gallens /Thousand Gallons /Thousand $ 3.91 $ 4.26 $ 4-09 Gallens /Thousand Gallons $ 25.00 /Quarter/REU* $ 20.00 /Quarte /RE i* $ 2.19 /Thousand Gallons 20,001- 40,000 Gallons Over 40,000 Gallons Non -Residential Irrigation** Consumption Fee 0 - 40,000 Gallons 40,001 - 80,000 Gallons Over 80,000 Gallons $ 2.19 $ 2.43 /Thousand Gallons $ —2.94 $ 2.75 /Thousand Gallons $ —2.64 $ 3.04 /Thousand Gallons $ 2. $ 3.65 /Thousand Gallons $ 3.51 $ 4.27 /Thousand Gallons $ 4.11 *REU = a residential equivalent connection: 1. Residential - a single housing unit 2. Non -Residential - per Met Council Service Availability Charge Procedures Manual "Non -Residential users with irrigation systems that do not have a separate irrigation meter will be charged at residential rates until such time that a separate irrigation meter is installed and inspected. Sewer Utility Rates Metered Sewer Base Fee Consumption Fee Over 10,000 Gallons (based on winter average) Flat Sewer $ 61.48 /Quarter/REU* $ 1.18 /Thousand Gallons $ 1.15 $ 72.52 /Quarter/REU* *REU = a residential equivalent connection: 1. Residential - a single housing unit 2. Non -Residential - per Met Council Service Availability Charge Procedures Manual Storm Water Utility Rates Quarterly Base Rate Residential Fee $ 12.00 /Parcel Non -Residential Fee Late Penalty Non -Payment Certification Fee Meter Testing (Our Cost, Delivered to Minneapolis) Water Meter Rental Additional Accessories Water Usage Fee Water Use Violation $ 175.00 /Acre of Impervious ($12.00 minimum) 10% of Unpaid Balance, Assessed per Billing Cycle $ 30.00 $ 100.00 5/8" - 3/4" Meter Test $ 150.00 1" Meter Test $ 250.00 1-1/2" - 2" Meter Test $ 600.00 Deposit $ 25.00 /Month $ 25.00 /Month $ 5.00 /Thousand Gallons $ 25.00 1st Violation $ 50.00 2nd and Subsequent Violations City Trunk Utility Connection Fees - 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 $ 1,801.00 /Unit $ 1':737.()o Water $ 2,588.00 /Unit $ 2,96.()o 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) $ 1,686.00 /SAC Unit $ 1,626.0o City Water (CWAC) $ 1,628.00 /SAC Unit $ 1 570.00 The Lateral Service Connection Fee shall be in addition to the City Trunk Utility Connection Fees. Lateral Service Connection Fees If the lot or tract of land, or portion thereof, to be served by a lateral connection has not been assessed for the cost of construction, then the applicant shall pay, upon hook-up, a lateral connection in accordance with Resolution No. 02-149 (Bisel Amendment) based on the following front foot charges: Sanitary Sewer Watermain $ 80.10 $ 77.29 $ 75.10 $ 73-09 /Front Foot /Front Foot Vacant Buildings: Owners of a commercial/industrial building(s) connected to City water and/or sewer utilities that are vacant due to business closures or other reasons may apply to have the number of billed REU's reduced to one (1) REU for purposes of calculating utility fees effective from the date the building(s) were vacated for as long as the building(s) remain unoccupied. When the building(s) again becomes occupied the owner must inform the City of such occupation, at which time the number of REU's will be determined and utility fees assessed according to the current fee structure. (Ordinance No. 06-13, passed 8-26-13) REU = a residential equivalent connection: 1. Residential — a single housing unit 2. Non -Residential REU = per Met Council Service Availability Charge Procedures Manual Surface Water Management Single/Two Family Multi Family Commercial/Industrial/ Lots Lots Institutional Property Fee Charge per Acre $8,217.00 $11,051.00 $12,241.00 of Development Fees are based on developable land in accordance with the policy provisions established in Resolution No. 92- 70. Credits may be earned for sub -watershed trunk improvements. CULVERT PRICES All culvert prices are based on market prices and include tax & delivery and 15% administration fee. I aNn IliF Fees Alternative Urban Area -wide Review (1-35E AUAR) $ 325.00 /Acre To be charged at the time of land use approval for $ 399.99 projects within the 1-35E Corridor AUAR area that require preliminary plats; conditional use permits; site and building plans; and planned unit developments. Once paid, the same land will not be charged again. Administrative Permit $ 73.00 (no fee for Transient Merchant if issued by City Clerk) Zoning Confirmation Letter $ 75.00 $ 58.00 Escrow Deposits (Application Fee Required With Each Submittal) Application Fee $ 200.00 Comprehensive Plan Amendment $ 5,000.00 40 Acres or Less oo $ 7,500.00 Over 40 Acres oo Conditional Use Permit $ 1,000.00 Residential/Rural $ 7,500.00 Commercial/Industrial/ Institutional Environmental AssessmeRt Werksheet Review $ 12,500.00 Interim Use Permit $ $ 49 99o.99 7,500.00 Ordinance Amendment Map Amendment (Rezone) $ 1,500.00 40 Acres or Less $ 5,000.00 Over 40 Acres Text Amendment $ 1,500.00 Planned Unit Development $ 5,000.00 General Concept Plan $ oo 12,500.00 Preliminary Plan $ 7,500.00 Final Plan Site Plan Review $ 7,500.00 Subdivision Concept Plan Review $ 1,500.00 Minor Subdivision $ 3,000.00 Preliminary Plat $ 5,000.00 Less than 5 Acres $ 7,500.00 5-40 Acres $ 12,500.00 Over 40 Acres Final Plat $ 1,500.00 Less than 5 Acres $ 5,000.00 5-40 Acres $ 7,500.00 Over 40 Acres Vacation (Street, Utility, Drainage) $ 1,500.00 Variance or appeal $ 750.00 An escrow account shall be established as indicated above to cover all expenses incurred by the City as part of the plan review. In the case of applications including multiple requests the highest escrow deposit amount will be the only one initially required. The applicant is responsible for all costs incurred by the City during plan review. If the escrow account drops below 10% of the original deposit amount the City will require the submittal of an additional escrow deposit sufficient to cover any anticipated expenses. Upon City determination that the project is complete or expired, the City will return the remaining escrow deposit to the applicant. DEVELOPMENT FEES GIS Mapping Fee Park Dedication Commercial/Industrial/Assisted-Living/Skilled Nursing Residential Tree Preservation Mitigation Fee Street Lighting Operation Fee (New Development) ECONOMIC DEVELOPMENT ASSISTANCE Tax Increment Financing or Tax Abatement Tax Exempt Financing STAFF TIME $ 90.00 /Lot $ 2,600.00 /Acre $ 3,500.00 /Unit $ 3,3oo.00 $ 500.00 /Tree 00 $ 120.00 /Light ($8/mo/light x 15 months) $ 12,500.00 Escrow Deposit 00 $ 2,500.00 Application Fee, plus 1% Administration Fee Staff time for chargeable event/projects shall be charged as the employee's hourly rate of pay plus benefits plus calculated overhead costs (when applicable). Overtime will be charged at 1.5 times the calculated hourly rate. LATE FEE Late penalty fee: a late charge of 10% or $25.00, whichever is greater, will be charged for fees not paid when due. Section 2. Effective Date of Ordinance. This ordinance shall be in force and effect on January 1, 2025 and from and after its passage and publication according to the Lino Lakes City Charter. Adopted by the Lino Lakes City Council on this 12th day of November, 2024. Rob Rafferty, Mayor ATTEST: Roberta Colotti, CMC, City Clerk Public Hearing: N/A Draft Posted to Website: October 29, 2024 1st Reading: October 28, 2024 Publication: November 19, 2024 2nd Reading: November 12, 2024 Effective: January 1, 2025 CITY OF LINO LAKES ORDINANCE NO. 16-24 Repeal and Replace of Chapter 218 (Fee Schedule) The City Council of Lino Lakes ordains: Section 1. Findings. Pursuant to Minnesota Law, the Lino Lakes City Charter, and the Lino Lakes City Code, a fee schedule for city services and licensing is hereby adopted as follows: 2025 FEE SCHEDULE ALCOHOLIC BEVERAGES 3.2 Beer Off -Sale $ 200.00 /Year 3.2 Beer On -Sale $ 300.00 /Year 3.2 Beer On -Sale Temporary $ 50.00 Plus $5.00/Day Club License $ 300.00 /Year Liquor License Investigation (Initial Application Only) $ 267.75 1 or 2 $ 471.75 3+ Liquor License On -Sale $ 4,500.00 /Year Liquor License Off -Sale $ 200.00 /Year Liquor Temporary Permit $ 50.00 Wine License $ 500.00 /Year Sunday Liquor $ 200.00 /Year On -Sale Brewer Taproom $ 500.00 /Year Off -Sale Growler $ 200.00 /Year AMUESMENT & COMMERCIAL RECREATION Cabaret License $ 35.00 Dances $ 200.00 /Year Gambling Permit Application $ 10.00 BUSINESS & MISCELLANEOUS Assessment Search Fee $ 20.00 /Search Background Check Fee $ 35.00 /Background Cannabinoid License Investigation (Initial Application Only) $ 267.75 1 or 2 Cannabinoid License CD or DVD City Charter City Code Book City Map Comp. Plan Copies: Large Scale (>11"x17") Copies: New Resident Labels Copies: Per Page Dog Kennel - Private Dog Kennel — Commercial Dog License Male/Female Election Filing Fee Fax Charge Garbage Hauler License Massage Therapist License (Individual) Overweight Permit Pawn Shop Class A, Class B, and Class C Pawn Shop/Precious Metal Dealer/Secondhand Goods Dealer Class A Background Investigation (In State) Pawn Shop/Precious Metal Dealer/Secondhand Goods Dealer Class A Background Investigation (Out State) Peddler, Solicitor, Transient Merchant Precious Metal Dealer Secondhand Goods Dealer Class A Secondhand Goods Dealer Class B and Class C Return Check Charge Rental Housing License (Annual) $ 471.75 3+ $ 250.00 /Year $ 7.00 $ - First Copy $ 10.00 Each Additional Copy $ 140.00 No Binder or Tabs $ 2.50 $ 55.00 $ 0.50 /Square Foot $ 5.00 /Month Flat Fee $ - /Page (1-10 Pages) $ 0.25 /Page (11-100 Pages) Actual Cost 100+ Pages $ 20.00 /Year $ 105.00 /Year $ 11.00 Not Spayed or Neutered $ 6.00 Spayed or Neutered $ 5.00 $ - 1-10 Pages $ 0.25 /Page 11+ Pages $ 100.00 First Truck $ 45.00 Each Additional Truck $ 50.00 Annually $ 50.00 $ 10,000.00 $ 775.00 Fee $ 15,000.00 Escrow Deposit $ 20,000.00 Fee & Escrow Deposit $ 250.00 /6 Months $ 10,000.00 $ 10,000.00 $ 300.00 $ 30.00 $ 73.00 1 or 2 Units plus $15.00/Unit for 3 or More Units (fee to be reduced by 50% if issued less than six months from expiration date) Rental License Re -Inspection Fee $ 73.00 Special Event Permit $ 50.00 Therapeutic Massage Business License $ 200.00 Annually Tobacco License $ 250.00 Weed & Mowing Violation $ 150.00 First Hour $ 75.00 Each Additional Hour Additional Admin Fee $ 100.00 2nd Offense in Calendar Yr $ 200.00 3rd and Each Additional Offense in Calendar Yr Non -Payment Certification Fee $ 30.00 Zoning Maps $ 5.00 Large or Colored Zoning Ordinance $ 25.00 FIRE REGULATIONS Annual Permit for Sale of Consumer Fireworks $ 350.00 Exclusive Retail Seller $ 100.00 In Conjunction with Existing Retail Store Burning Permit $ 50.00 Day Care/Foster Care Inspection $ 50.00 False Fire Alarms $ - /Alarm (1-3) in Calendar Yr $ 100.00 /Alarm (4-10) in Calendar Yr $ 200.00 /Alarm (11+) in Calendar Yr Fire Watch $ 50.00 /Hour Fireworks Display Permit $ 100.00 Food Truck Inspection $ 50.00 Inspection Outside Business Hours $ 75.00 /Hour (2 Hour Minimum) POLICE FEES Copy of Report $ - To Subject of Data up to 3 Pages $ 1.00 4th Page $ 0.25 /Page 5-100 Pages Copy of Report —Mail In $ 4.00 Up to 4 Pages $ 0.25 /Page Thereafter Vehicle Lockouts $ - No Fee Clearance Letter $ 15.00 Fingerprinting $ 15.00 By Appointment Digital Photographs $ 25.00 Up to 16gb Flash Drive Other Digital Documentation/Video $ 50.00 Up to 16gb Flash Drive False Police Alarms $ - /Alarm (1-3) in Calendar Yr $ 52.50 /Alarm (4-10) in Calendar Yr $ 105.00 /Alarm (11+) in Calendar Yr Vehicle Forfeiture Fee $ 300.00 /Vehicle Dangerous Dog Registration $ 255.00 /Year RENTALS & RESERVATIONS Civic Complex Room Reservations Non -Residents & Businesses - Up to 4 Hours $ 100.00 Non -Residents & Businesses - Up to 8 Hours $ 200.00 Field Rental Baseball/Softball Drag Only $ 25.00 /Evening Baseball/Softball Drag & Chalk $ 50.00 /Evening Picnic Shelter Reservation $ 25.00 BUILDING - CONSTRUCTION UTILITES Building Permit Fee Schedule Building Permit Fees shall be based on the Fee Table. Fire Suppression Permit Fee shall be based on Fee Table. Minimum fee of $73.00 for all permits. Fee Table Total Valuation Fee $1.00 to $1,360.00 $73.00 $1,361.00 to $2,000.00 $23.50 for the first $500.00 plus $3.05 for each additional $100.00, or fraction thereof, to and including $2,000.00. Min. Fee $73.00 $2,001.00 to $25,000.00 $69.25 for the first $2,000.00 plus $14.00 for each additional $1,000.00, or fraction thereof, to and including $25,000.00 $25,001.00 to $50,000.00 $391.25 for the first $25,000.00 plus $10.10 for each additional $1,000.00, or fraction thereof, to and including $50,000.00 $50,001.00 to $100,000.00 $643.75 for the first $50,000.00 plus $7.00 for each additional $1,000.00, or fraction thereof, to and including $100,000.00 $100,001.00 to $500,000.00 $993.75 for the first $100,000.00 plus $5.60 for each additional $1,000.00, or fraction thereof, to and including $500,000.00 $500,001.00 to $1,000,000.00 $3,233.75 for the first $500,000.00 plus $4.75 for each additional $1,000.00, or fraction thereof, to and including $1,000,000.00 $1,000,001.00 and up $5,608.75 for the first $1,000,000.00 plus $3.15 for each additional $1,000.00, or fraction thereof Other Inspections and Fees Work Commencing Before Permit Issuance Erosion Control Inspection Fee Single, Two -Family, Townhomes up to 8 Units, Multi -Family > 8 Units Commercial, Industrial, and Institutional Change of Use/Occupancy Inspections Double Permit Fee $ 160.00 Determined by Separate Agreement $ 73.00 /Trip Inspections Outside of Normal Business Hours $ 73.00 /Hour* Re -Inspection Fee $ 73.00 /Trip Inspections for which no fee is specifically designed $ 73.00 /Trip Additional Plan Review Required by Changes, Additions, $ 73.00 /Hour** or Revisions For use of outside consultants for plan checking and Actual Cost*** inspections, or both Plan Review Fee a. 65% of the Building Permit Fee b. 25% of the Building Permit Fee for review of similar plans (Master Plan) in a 12 month period Easement Encroachment Fee County Recording Fee plus $25.00 Antenna, City Owned Property $ 250.00 Plus $6,000 Escrow Antenna, Private Property See Building Fee Table Accessory Building Permit: 200 sq. ft. or under in size $ 73.00 Accessory Building Permit: over 200 sq. ft. in size See Building Fee Table Fence Permit: 6 feet or under in height $ 73.00 Fence Permit: over 6 feet in height See Building Fee Table Grading Permit $ 160.00 Grading Permit Escrow Deposit (if not $ 300.00 included in Dev. Contract) Surface Water Management Plan (if applicable and $ 3,500.00 not covered in Site Performance or Development Contract Escrow) Roofing Permit Siding Permit Swimming Pool Permit Window/Door Replacement Permit Retaining Wall Permit Mechanical (HVAC) permit: Gas Fireplace Mechanical (HVAC) Permit: Residential Mechanical (HVAC) Fee: New Construction Residential Mechanical (HVAC) Permit: Commercial Manufactured Home Permits Plumbing Permit Sewer Connection Inspection Fee Water Connection Inspection Fee Contractor License Verification $ 106.00 $ 106.00 $ 160.00 In Ground $ 106.00 Above Ground $ 79.00 /Unit (max $158.00) $ 73.00 $ 73.00 Plus $34.50 for Each Additional Fireplace $ 73.00 Except New Construction Includes AC/Furnace Combined $ 158.00 Does Not Include Fireplaces 2% of the Contract Price ($73.00 Minimum Fee) $ 250.00 $ 11.00 /Fixture ($73.00 Min. Fee) $ 200.00 $ 250.00 $ 5.00 /Permit Contractor Lead Certification Verification $ 5.00 /Permit Contractor License $ 50.00 Metropolitan Council SAC (Sewer Availability Charge) Per Met Council Water Meter City Cost plus $50.00 MXU Unit City Cost plus $50.00 Water Meter+ MXU Unit City Cost plus $50.00 Touch Pad $ 18.00 Curb Stop Covers $ 70.00 Septic Installation or Repair Permit $ 250.00 Septic Pumping Permit $ 10.00 Demolition Permit $ 73.00 Lawn Sprinkler/Irrigation System Permit $ 73.00 Irrigating or Watering of New Landscaping Permit (Sod $ - No Fee or Seed) Driveway Replacement Permit $ 73.00 Sign Permit: Existing Billboard $ 85.00 /Year Sign Permit: Permanent See Building Fee Table Sign Permit: Sandwich Board $ 35.00 Sign Permit: Temporary (portable/banner) $ 35.00 /Term Storm Pond Aeration Permit $ 150.00 Fee Refund — Per applicant request, City staff may refund permit fees up to 80% for voided permits. Plan review fees and state surcharge fees are non-refundable. No refund shall be provided if permit has expired. All permits issued are subject to applicable State surcharge fees. * Inspections made outside of normal business hours is a three-hour minimum charge. ** Or the total hourly cost to the jurisdiction, whichever is greatest. This cost shall include supervision, overhead, equipment, hourly wages, and fringe benefits of the employees involved. *** Actual costs include administrative and overhead costs. An escrow may be required, as determined by the City Engineer, to cover all costs incurred by the City for plan revision and construction observation. ESCROW DEPOSITS In order to obtain a Certificate of Occupancy, escrow deposits shall be collected if exterior work cannot be completed due to inclement weather, as determined by City Staff, whereupon a Temporary Certificate of Occupancy would be issued subject to the execution of an escrow agreement and payment thereof. Any unfinished work must be completed within six months (weather permitting) from the date of issuance. The following escrow amounts are hereby established: a. Driveway - $1,000.00 b. Exterior Concrete - $1,000.00 c. As -built Surveys - $1,000.00 d. Stucco (final coat only) - $1,000.00 e. Garage Floor - $1,000.00 f. Landscaping - $2,500.00 (landscaping may be escrowed year-round per City Staff) g. Other — Determined by City staff at a rate of 125% of the actual improvement costs Escrow deposits will be charged a $100.00 non-refundable administrative fee. Escrow deposits can be submitted through one of the following procedures: a. Escrow can be paid to the City upon execution of an agreement signed by both the payee and the City. b. The title company or lending institution can hold the escrow upon execution of an agreement signed by both the title company or lending institution and the City. A partial release, of a multi -item escrow, will be charged a $75.00 non-refundable administrative fee. RIGHT-OF-WAY MANAGEMENT Excavation Permit Fees Hole (includes administration, plan review, $ 150.00 inspection, testing and mapping) Trench (includes administration, plan review, $ 70.00 /100 Lineal Feet plus Hole Fee inspection, testing & mapping) Obstruction Permit Fee Includes administration, recording, review & $ 50.00 Plus $0.50/ Lineal Foot inspection Permit Extension Fee Includes administration, recording & review $ 55.00 Delay Penalty For up to three days of non -completion and non- $ 60.00 prior notice before specified date. After three days an additional charge of $10.00 per day will be levied. Degradation Fee Degradation Fee Formula: This formula covers degradation for depreciation caused by intrusion into the right-of- way. The depreciation applies to the original surface of the right-of-way and to the overlays and seal -coats applied to the surface. The formula includes life expectancy schedules for each and has an estimated cost per square yard based on the quality of the right-of-way surface required for different levels of traffic. This formula creates a degradation fee which is determined by the cost per square yard for street, overlay, and seal -coat, multiplied by the depreciation schedule, multiplied by the area of the street patch. Degradation Fee: (cost per square yard for street overlay and seal -coat x depreciation schedule rates) x area of street patch = degradation fee I ITII ITV CCCC Water Utility Rates Residential Base Fee $ 25.00 /Quarter/REU* Consumption Fee 0 - 20,000 Gallons $ 2.19 /Thousand Gallons 20,001- 40,000 Gallons $ 2.43 /Thousand Gallons 40,001- 80,000 Gallons $ 3.04 /Thousand Gallons 80,001- 120,000 Gallons $ 3.65 /Thousand Gallons Over 120,000 Gallons $ 4.26 /Thousand Gallons Non -Residential Base Fee $ 25.00 /Quarter/REU* Consumption Fee 0 - 20,000 Gallons $ 2.19 /Thousand Gallons 20,001 - 40,000 Gallons $ 2.43 /Thousand Gallons Over 40,000 Gallons $ 2.75 /Thousand Gallons Non -Residential Irrigation** Consumption Fee 0 - 40,000 Gallons $ 3.04 /Thousand Gallons 40,001- 80,000 Gallons $ 3.65 /Thousand Gallons Over 80,000 Gallons $ 4.27 /Thousand Gallons *REU = a residential equivalent connection: 1. Residential - a single housing unit 2. Non -Residential - per Met Council Service Availability Charge Procedures Manual "Non -Residential users with irrigation systems that do not have a separate irrigation meter will be charged at residential rates until such time that a separate irrigation meter is installed and inspected. Sewer Utility Rates Metered Sewer Base Fee $ 61.48 /Quarter/REU* Consumption Fee Over 10,000 Gallons (based on winter average) $ 1.18 /Thousand Gallons Flat Sewer $ 72.52 /Quarter/REU* *REU = a residential equivalent connection: 1. Residential - a single housing unit 2. Non -Residential - per Met Council Service Availability Charge Procedures Manual Storm Water Utility Rates Quarterly Base Rate Residential Fee Non -Residential Fee Late Penalty Non -Payment Certification Fee Meter Testing (Our Cost, Delivered to Minneapolis) Water Meter Rental Additional Accessories Water Usage Fee Water Use Violation $ 12.00 /Parcel $ 175.00 /Acre of Impervious ($12.00 minimum) 10% of Unpaid Balance, Assessed per Billing Cycle $ 30.00 $ 100.00 5/8" - 3/4" Meter Test $ 150.00 1" Meter Test $ 250.00 1-1/2" - 2" Meter Test $ 600.00 Deposit $ 25.00 /Month $ 25.00 /Month $ 5.00 /Thousand Gallons $ 25.00 1st Violation $ 50.00 2nd and Subsequent Violations City Trunk Utility Connection Fees - 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 Water Availability Charge $ 1,801.00 /Unit $ 2,588.00 /Unit 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) City Water (CWAC) $ 1,686.00 /SAC Unit $ 1,628.00 /SAC Unit The Lateral Service Connection Fee shall be in addition to the City Trunk Utility Connection Fees. Lateral Service Connection Fees If the lot or tract of land, or portion thereof, to be served by a lateral connection has not been assessed for the cost of construction, then the applicant shall pay, upon hook-up, a lateral connection in accordance with Resolution No. 02-149 (Bisel Amendment) based on the following front foot charges: Sanitary Sewer $ 80.10 /Front Foot Watermain $ 75.10 /Front Foot Vacant Buildings: Owners of a commercial/industrial building(s) connected to City water and/or sewer utilities that are vacant due to business closures or other reasons may apply to have the number of billed REU's reduced to one (1) REU for purposes of calculating utility fees effective from the date the building(s) were vacated for as long as the building(s) remain unoccupied. When the building(s) again becomes occupied the owner must inform the City of such occupation, at which time the number of REU's will be determined and utility fees assessed according to the current fee structure. (Ordinance No. 06-13, passed 8-26-13) REU = a residential equivalent connection: 1. Residential — a single housing unit 2. Non -Residential REU = per Met Council Service Availability Charge Procedures Manual Surface Water Management Single/Two Family Multi Family Commercial/Industrial/ Lots Lots Institutional Property Fee Charge per Acre $8,217.00 $11,051.00 $12,241.00 of Development Fees are based on developable land in accordance with the policy provisions established in Resolution No. 92- 70. Credits may be earned for sub -watershed trunk improvements. CULVERT PRICES All culvert prices are based on market prices and include tax & delivery and 15% administration fee. LAND USE Fees Alternative Urban Area -wide Review (1-35E AUAR) $ 325.00 /Acre To be charged at the time of land use approval for projects within the 1-35E Corridor AUAR area that require preliminary plats; conditional use permits; site and building plans; and planned unit developments. Once paid, the same land will not be charged again. Administrative Permit $ 73.00 (no fee for Transient Merchant if issued by City Clerk) Zoning Confirmation Letter $ 75.00 Escrow Deposits (Application Fee Required With Each Submittal) Application Fee $ 200.00 Comprehensive Plan Amendment $ 5,000.00 40 Acres or Less $ 7,500.00 Over 40 Acres Conditional Use Permit $ 1,000.00 Residential/Rural $ 7,500.00 Commercial/Industrial/ Institutional Environmental Review $ 12,500.00 Interim Use Permit $ 7,500.00 Ordinance Amendment Map Amendment (Rezone) $ 1,500.00 40 Acres or Less $ 5,000.00 Over 40 Acres Text Amendment $ 1,500.00 Planned Unit Development $ 5,000.00 General Concept Plan $ 12,500.00 Preliminary Plan $ 7,500.00 Final Plan Site Plan Review $ 7,500.00 Subdivision Concept Plan Review $ 1,500.00 Minor Subdivision $ 3,000.00 Preliminary Plat $ 5,000.00 Less than 5 Acres $ 7,500.00 5-40 Acres $ 12,500.00 Over 40 Acres Final Plat $ 1,500.00 Less than 5 Acres $ 5,000.00 5-40 Acres $ 7,500.00 Over 40 Acres Vacation (Street, Utility, Drainage) $ 1,500.00 Variance or appeal $ 750.00 An escrow account shall be established as indicated above to cover all expenses incurred by the City as part of the plan review. In the case of applications including multiple requests the highest escrow deposit amount will be the only one initially required. The applicant is responsible for all costs incurred by the City during plan review. If the escrow account drops below 10% of the original deposit amount the City will require the submittal of an additional escrow deposit sufficient to cover any anticipated expenses. Upon City determination that the project is complete or expired, the City will return the remaining escrow deposit to the applicant. DEVELOPMENT FEES GIS Mapping Fee Park Dedication Commercial/Industrial/Assisted-Living/Skilled Nursing Residential Tree Preservation Mitigation Fee Street Lighting Operation Fee (New Development) ECONOMIC DEVELOPMENT ASSISTANCE $ 90.00 /Lot $ 2,600.00 /Acre $ 3,500.00 /Unit $ 500.00 /Tree $ 120.00 /Light ($8/mo/light x 15 months) Tax Increment Financing or Tax Abatement $ 12,500.00 Escrow Deposit Tax Exempt Financing $ 2,500.00 Application Fee, plus 1% Administration Fee STAFF TIME Staff time for chargeable event/projects shall be charged as the employee's hourly rate of pay plus benefits plus calculated overhead costs (when applicable). Overtime will be charged at 1.5 times the calculated hourly rate. LATE FEE Late penalty fee: a late charge of 10% or $25.00, whichever is greater, will be charged for fees not paid when due. Section 2. Effective Date of Ordinance. This ordinance shall be in force and effect on January 1, 2025 and from and after its passage and publication according to the Lino Lakes City Charter. Adopted by the Lino Lakes City Council on this 12th day of November, 2024. Rob Rafferty, Mayor ATTEST Roberta Colotti, CIVIC, City Clerk CITY OF LINO LAKES RESOLUTION NO. 24-147 APPROVING SUMMARY PUBLICATION OF ORDINANCE 16-24 WHEREAS, the City Council approved Ordinance No. 16-24, Repeal and Replace of Chapter 218 (Fee Schedule) for first reading on October 28, 2024 and second reading and final passage on November 12, 2024; and WHEREAS, Ordinance 16-24 is lengthy and MN Statute 412.191 allows the City to publish a summary of an ordinance; and WHEREAS, the City Council has determined that the summary clearly informs the public of the intent and effort of the ordinance; and WHEREAS, the publication in the official newspaper will include a notice that a full printed copy of the ordinance is available at City Hall. NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that the summary of Ordinance 16-24 in Attachment A is approved for publication according to state law and the City Charter. Adopted by the City Council of the City of Lino Lakes this 12th day of November, 2024. Rob Rafferty, Mayor ATTEST: Roberta Colotti, CIVIC, City Clerk ATTACHMENT A, RESOLUTION 24-147 CITY OF LINO LAKES SUMMARY OF ORDINANCE NO. 16-24 REPEAL AND REPLACE OF CHAPTER 218 (FEE SCHEDULE) The City of Lino Lakes ordains the following: Section 1. Findings. Pursuant to Minnesota Law, the Lino Lakes City Charter, and the Lino Lakes City Code, a fee schedule for city services and licensing is hereby adopted as follows: 2025 FEE SCHEDULE • Alcoholic Beverages • Amusement & Commercial Recreation • Business & Miscellaneous • Fire Regulations • Police Fees • Rentals & Reservations • Building —Construction Utilities • Escrow Deposits • Right -Of -Way Management • Utility Fees • Culvert Prices • Land Use • Development Fees • Economic Development Assistance • Staff Time • Late Fee Section 2. Effective Date of Ordinance. This ordinance shall be in force and effect on January 1, 2025 and from and after its passage and publication according to the Lino Lakes City Charter. Passed by the Lino Lakes City Council on November 12, 2024. This is a summary of the adopted ordinance. A full printed copy of the ordinance is available at City Hall. CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 3A STAFF ORIGINATOR: Meg Sawyer, Human Resources and Communications Manager MEETING DATE: November 12, 2024 TOPIC: Appointment of Interim City Administrator and Approval of Employment Agreement VOTE REQUIRED: Simple Majority INTRODUCTION The City Council is being asked to approve the appointment of the Interim City Administrator position and the associated Employment Agreement. BACKGROUND City Administrator Sarah Cotton will be resigning from the City effective November 15, 2024. To facilitate a seamless transition, staff recommends the interim appointment of David Pecchia to the position of Interim City Administrator until a permanent replacement can be identified and appointed by the Council. Pecchia has over 35 years in public safety and community service experience. He served as the Lino Lakes' Public Safety Director and Police Chief from 1993-2010. He served as the Interim City Administrator for the City of Lino Lakes in 1998. He was also the Executive Director of the MN Chiefs of Police Association from 2010-2013. With the Council's approval, Pecchia would start in the position of Interim City Administrator on November 18, 2024. RECOMMENDATION Approve the appointment of David Pecchia for the Interim City Administrator position and the associated Employment Agreement. ATTACHMENTS Employment Agreement INTERIM CITY ADMINISTRATOR EMPLOYMENT AGREEMENT THIS INTERIM CITY ADMINISTRATOR EMPLOYMENT AGREEMENT, entered into this 12th day of November, 2024, by and between THE CITY OF LINO LAKES, a Minnesota municipal corporation ("City') and DAVID J. PECCHIA ("Interim City Administrator"). RECITALS WHEREAS, the City wishes to retain the services of an Interim City Administrator to perform the general duties of the City Administrator, as the duties may be determined by the City Council from time to time, for the time -limited, temporary, interim period; and WHEREAS, the Interim City Administrator has indicated that he is qualified and willing to accept and perform the job responsibility as Interim City Administrator subject to the terms of this Interim City Administrator Employment Agreement. NOW, THEREFORE, for good and valuable mutual consideration, and with the intent of being legally bound, the City and Interim City Administrator agree as follows: 1. EMPLOYMENT. Upon the terms and conditions set forth in the Interim City Administrator Employment Agreement, the City hereby contracts with David J. Pecchia, to perform the duties of Interim City Administrator. 2. TERM OF EMPLOYMENT AGREEMENT. The Employment Agreement shall commence on Monday, November 18, 2024, and will continue until such employment is terminated in accordance with Paragraph 6. 3. DUTIES. For the purposes of this agreement, the parties understand and agree that the Interim City Administrator shall provide oversight and management of city operations and support to the Mayor and City Council as described in the City Administrator job description and such other legally permissible and proper duties and functions as the City shall from time -to -time assign. Although encompassing the full range of responsibilities within the City Administrator job description, the City shall identify, and the parties shall agree on priorities for the Interim City Administrator consistent with the interim, temporary nature of the position. It is understood that the position of City Administrator requires attendance at evening meetings. The Interim City Administrator will have the additional responsibility of assisting the City Council with the recruitment, screening, and employment of a permanent City Administrator for the City. The Interim City Administrator shall be subject to the City of Lino Personnel Policy, except as otherwise stated in this agreement. 4. SCHEDULE. The Interim City Administrator will attend all City Council meetings and work sessions. The Interim City Administrator will schedule himself to be at work in Lino Lakes at times necessary to fulfill the job responsibilities, in consultation with the City Council, but not to exceed 40 hours per week. 5. COMPENSATION/BENEFITS. In consideration of his performance of the duties required of him by his Employment Agreement, the Interim City Administrator will be compensated at the rate of $80 per hour of service. The Interim City Administrator will log time in the city's electronic timekeeping system and will be paid on the normal payroll schedule. The Interim City Administrator's compensation shall be subject to federal and state income tax withholding, FICA, and Medicare deductions. As a temporary employee, the Interim City Administrator's compensation will not be subject to deductions for PERA. The position of Interim City Administrator is an executive, exempt position under the Fair Labor Standards Act and shall not be eligible for cash overtime or compensatory time in lieu of overtime. The Interim City Administrator shall earn Earned Sick and Safe Time (ESST) leave at a rate of one hour of ESST per 30 hours worked, which may be used in accordance with state law. In recognition of the fact the Interim City Administrator's employment is temporary, the Interim City Administrator shall not be eligible for, nor shall he receive any fringe benefits from the City of City of Lino Lakes except as enumerated in the preceding paragraph. Therefore, by way of example and without limitation, the Interim City Administrator shall not be eligible for group insurance benefits, paid holidays, vacation, PTO, severance, or City retirement benefits. 6. EMPLOYMENT-AT-WILL/TERMINATION. Notwithstanding any statute, ordinance, or rule, the City and Interim City Administrator acknowledge and agree that the position of Interim City Administrator is an employee -at -will position of a temporary nature. Neither the Interim City Administrator nor the City is bound to continue the employment relationship if either chooses, at its will, to end the relationship at any time, with or without cause. Neither party shall be entitled to any type of hearing to appeal or challenge the determination of the other party to terminate the employment relationship. The City shall be required to give the Interim City Administrator not less than fourteen (14) days advance written notice of termination of employment. The Interim City Administrator shall provide to the City fourteen (14) days written notice of his intention to voluntarily terminate his employment with the City, unless the City agrees to decrease the amount of notice time. The Interim City Administrator agrees that he will not voluntarily terminate this Employment Agreement within two (2) months of the commencement date listed in Paragraph 2. 7. INDEMNIFICATION. The City will defend and indemnify the Interim City Administrator pursuant to Minn. Stat. 466.07 and 465.76. In addition, the City will defend, hold harmless, and indemnify the Interim City Administrator from all claims based on tort, civil damages, penalties, fines, and claims based on violation of statutes, ordinances, and rules, provided that he was acting in good faith in the performance of the duties of the position. 8. GENERAL PROVISIONS: i) NOTICES. All notices, requests, and demands given to or made pursuant to this Employment Agreement shall be in writing and personally delivered or mailed, postage prepaid, as follows: To the City: Human Resources and Communications Manager, City of Lino Lakes, 600 Town Center Pkwy, Lino Lakes, MN 55014 To the Interim City Administrator: David J. Pecchia, 7609 Peltier Lake Drive, Lino Lakes, MN 55038 ii) COMPLETE AGREEMENT. This agreement constitutes the entire agreement between the parties and supersedes any prior oral or written agreements between the parties. This Agreement can only be modified by written agreement of both parties. This Agreement shall be interpreted in accordance with the laws of the State of Minnesota. If the parties disagree upon the interpretation of this Agreement, and cannot resolve their differences in good faith, the parties agree to request mediation from the Minnesota Bureau of Mediation Services. Each party will be responsible for its own attorney fees, and the parties will split equally any other mediation fees. iii) LEGALITY. The parties covenant and agree that the provisions contained herein are reasonable and not known or believed to be in violation of any federal or state law or regulation. In the event a court of competent jurisdiction finds any provision contained herein to be illegal or unenforceable, such court may modify such provisions to make them valid and enforceable. Such modification shall not affect the remainder of this Agreement which shall continue at all times to be valid and enforceable. No payment may be made under this agreement in excess of the maximum amount permitted by applicable law. CITY OF LINO LAKES Rob Rafferty, Mayor Roberta Colotti, City Clerk INTERIM CITY ADMINISTRATOR David J. Pecchia CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 3B STAFF ORIGINATOR: Meg Sawyer, Human Resources and Communications Manager MEETING DATE: November 12, 2024 TOPIC: Consider Appointment of Paid On -Call Firefighter VOTE REQUIRED: Simple Majority INTRODUCTION The City Council is being asked to approve the appointment of Richard LaDoucer to the Paid On - Call Firefighter position within the Public Safety Department. BACKGROUND Staff has completed the recruitment process, provided a conditional offer, and is recommending the approval of LaDoucer for the Paid On -Call Firefighter position. LaDoucer will be stationed at Fire Station 2. Currently, the City has eleven firefighters at Fire Station 1 and eleven firefighters at Fire Station 2. Fully staffed would be twenty firefighters at each station. The starting wage for LaDoucer will be $21.79 per hour. LaDoucer will be eligible for an annual cost of living (COLA) adjustment and upon completion of 5 years of service will be eligible for a step increase. With the Council's approval, LaDoucer would start as a Paid On -Call Firefighter on November 18, 2024. RECOMMENDATION Please approve the appointment of Richard LaDoucer to the Paid On -Call Firefighter position. ATTACHMENTS None CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 3C STAFF ORIGINATOR: Meg Sawyer, Human Resources and Communications Manager MEETING DATE: November 12, 2024 TOPIC: Paid On -Call Fire Lieutenant Promotion VOTE REQUIRED: Simple Majority INTRODUCTION The City Council is being asked to approve the appointment of Luke Evens for the Paid On -Call Fire Lieutenant position at Fire Station #2. BACKGROUND Previous Fire Lieutenant, Jon Stalker, was promoted to Paid On -Call District Chief, creating a vacancy. Staff has completed an internal recruitment process, provided a conditional offer, and is recommending the approval of Luke Evens for the Paid On -Call Fire Lieutenant position. Evens has over five years of experience. He has served the Lino Lakes' Public Safety Fire team since November 2018 as a Firefighter/EMT. The hourly rate of pay would remain the same for Evens. However, he would now receive a monthly stipend of $225 as a Fire Lieutenant. With the Council's approval, Evens would start in the position of Paid On -Call Fire Lieutenant on November 15, 2024. RECOMMENDATION Approve the appointment of Luke Evens for the Paid On -Call Fire Lieutenant position at Fire Station #2. ATTACHMENTS None CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 4A STAFF ORIGINATOR: John Swenson, Public Safety Director MEETING DATE: November 12, 2024 TOPIC: Donation of Fitness Equipment VOTE REQUIRED: Simple Majority INTRODUCTION A community member approached staff regarding the donation of fitness equipment. Staff is seeking Council authorization to accept the donated fitness equipment. BACKGROUND A community member, Bruce Lee, has offered to donate the following equipment: 1. Bodyweight Dip Stand — brand unknown — estimated value $50.00 2. Kettle Bells (16 kg, 24 kg, 28 kg, and 32 kg) — brand unknown — estimated value $100 3. Ab Straps — brand unknown — estimated value $20 4. Century Body Opponent Bag— estimated value $2000 If authorized to accept the donation, items 1 through 3 will be used in the Public Safety Fitness Room, while item 4 will be used in police use of force training. Attached are photos of the equipment. RECOMMENDATION Staff recommends accepting the donation of listed equipment. ATTACHMENTS Photos of donated equipment 1 Photos of Equipment Kettlebells to 11 Dip Stand and Ab Belts Century Body Opponent Bag CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM STAFF ORIGINATOR: Justin Williams, Public Works Superintendent MEETING DATE: November 12, 2024 TOPIC: Public Works Facility RFP for Architectural/Engineering Services VOTE REQUIRED: Simple Majority INTRODUCTION Staff is requesting City Council consideration to authorize and advertise a Request for Proposals (RFP) to obtain architectural and engineering services for the construction of a public works facility. BACKGROUND Over the past 10 years, the City has been evaluating the construction of a new public works building to replace the existing facility at 1189 Main Street. Constructed in 1971, the buildings are substandard and do not meet the current and future needs of the City. The City Council has continued to express interest in moving forward with the project. The proposed project includes construction of a Public Works Facility on approximately 10.0 acres owned by the City of Lino Lakes at 1189 Main St. A site tour of Hugo's facility was taken in 2022 to establish needs and the scope of the project. The council directed staff to move forward with obtaining architectural and engineering services in 2023. Staff has since worked with the finance department to identify potential funding sources. The project was included in the 5-year plan for a 2026 build. $400,000 from the Building and Facilities fund was identified for design and expenses in 2025. The site includes an adjacent 14 acres that includes park improvements and a materials yard. The project will include a public works facility with vehicle storage, vehicle maintenance, and office space, with parking lots, commodity bins, access roads, community meeting space, site work, and utilities. It is anticipated that the new facility will include community meeting space to accommodate election precinct operations, senior events, educational and training functions. The expected budget for this project is approximately $16,400,000. RECOMMENDATION Staff's recommendation is to approve resolution 24-149 to advertise a Request for Proposals for Architectural and Engineering services. ATTACHMENTS 1. Resolution No. 24-149 2. RFP for Architectural and Engineering Services for Lino Lakes Public Works Facilities CITY OF LINO LAKES RESOLUTION NO. 24-149 AUTHORING REQUEST FOR PROPOSALS FOR ARCHITECTURAL AND ENGINEERING SERVICES FOR LINO LAKES PUBLIC WORKS FACILITIES WHEREAS, the City Council has identified the need to construct and new Public Works Facilities to meet the current and future needs of the community; and WHEREAS, construction of the new facility is identified in the City's Five Year Capital Improvement Plan for construction in 2026; and WHEREAS, the City Council has directed staff to seek Architectural and Engineering services to prepare plans and specifications for the making of said improvements; WHEREAS, the City has prepared a Request for Proposal for Architectural and Engineering services which includes a project description, scope of work, and general instructions. NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that staff is hereby authorized to advertise a Request for Proposals seeking Professional Architectural and Engineering services for preparation of plans and specifications for the Public Works Facility. Adopted by the City Council of the City of Lino Lakes this 121h day of November 2024. Rob Rafferty, Mayor ATTEST: Roberta Colotti, CIVIC, City Clerk CITY}''"KOF INLAKES Request for Proposals For Architectural/Engineering Services Lino Lakes Public Works Facilities All responses are due by 4:30 PM, December 14, 2024 1. Invitation The City of Lino Lakes ("City') is requesting proposals from architects that possess qualifications to provide full A/E design and construction services for a proposed new Lino Lakes Public Works Facility. The City is seeking Firms that have an established track record of designing public works facilities. It is the City's intention to solicit proposals from Firms, evaluate their qualifications, conduct oral interviews, and negotiate a contract with the preferred Firm. It is the City's intention to also contract through a separate RFP for a Construction Manager to assist with the project development and construction process. 2. Project Description The City's main building of the Public Works Facility was constructed in 1971, with several additional cold storage sheds, salt and brine shed, and mobile office out -building added to the site since that time. The facility is served by on -site well and septic systems. An initial Site Analysis and Space Needs study was completed in 2017. The study evaluated two potential site locations including the existing facility location at 1189 Main Street and a secondary location adjacent to Fire Station No. 2, 1710 Birch Street. The study identified the need for an initial construction of 55,000 square feet with the ability to expand approximately 30,000 square feet to meet the year 2040 space needs. With the development of Water Tower No. 3 and Tower Park at the Birch Street location, the City is focusing on the existing Public Works site for the new facility. The proposed project includes construction of a Public Works Facility on approximately 10.0 acres owned by the City of Lino Lakes at 1189 Main St. The site includes an adjacent 14 acres that includes park improvements and a materials yard. The project will include a public works I] facility with vehicle storage, vehicle maintenance, and office space, with parking lots, commodity bins, access roads, community meeting space, site work, and utilities. It is anticipated that the new facility will include community meeting space to accommodate election precinct operations, senior events, educational and training functions. The expected budget for this project is $16,400,000. The city would prefer demolition of the existing facility and construction of an all new facility on the site. Site constraints may require the relocation of city park facilities as part of the design and construction. The new facility is planned to be substantially completed by December 31, 2026. 3. Scope of Work The City of Lino Lakes is searching for a Firm that will complete A/E design and construction - related services through the completion of the project construction. The scope of services shall include and be broken out into the following phases - conceptual planning and cost estimating, preliminary site/building layouts, final design, preparation of construction documents, (plans, specifications, bidding, and contract documents, etc.), bidding administration, and construction administration for the following: • Architectural • Structural Engineering • Mechanical Engineering (Plumbing/fire protection/HVAC) • Electrical Engineering (Including low -voltage rough -in) • Furnishings, Fixtures & Equipment (FF&E) design and specifications • Landscape Architecture • Site surveying and Civil site engineering will be provided, as required, by the City's Consulting Engineering Firm WSB & Associates. 4. General Instructions Each Proposal should be clearly marked "PROPOSAL FOR ARCHITECTURAL/ENGINEERING SERVICES — LINO LAKE PUBLIC WORKS FACILITIES" A. All proposals should be sent and all questions and correspondence should be directed to the City of Lino Lakes, Michael Grochala, Community Development Director (651-982-2427) at 600 Town Center Parkway Lino Lakes, MN 55014 B. All proposals must be received at the City offices no later than 4:30 p.m., Friday, December 14th, 2024 and include six (6) hard copies and one electronic (PDF) copy. The copies shall be sealed and clearly identified with "Architectural and Engineering Services for a Public Works Facility RFP" by the submittal deadline. C. Proposals must be signed by an authorized representative of the company. D. Proposals should be limited to a maximum of 30 pages, including all supporting documentation. E. In order to ensure a fair review and selection process, Firms submitting proposals are specifically requested not to make other contacts with other City staff or Councilmembers regarding their proposals. F. The city staff plan to review and analyze all proposals as well as schedule interviews in December 2024. The City plans to make a final selection by January 31, 2024. Firms will be required to participate in person for an oral interview to supplement their proposals. The purpose of the interviews is for clarification to assure full understanding of and conformance to the solicitation requirements. Following the completion of the interviews, the Committee will determine which Firm it believes to be the most qualified to provide A/E services for the proposed project based on the selection criteria and interviews and enter contract discussions. The Committee will make a recommendation to award a contract with the successful Firm to City Council. 4. Anticipated Schedule November 15, 2024 December 14, 2024 January 10, 2025 January 17, 2025 January 24, 2025 April 25, 2025 December 31, 2026 S. Proposal Content Issuance of Request for Qualifications Qualifications due by 2:00 P.M. Review of Qualifications complete Negotiation of contract with Architect/Engineering complete Selection of Architect/Engineering approved by City Council Design completion and bid project Construction complete Your submission must include the following: A. Title Page. Show the proposal subject, the name of the proposer's Firm, address, telephone number, e-mail address, name of the contact person, and the date. B. Table of Contents. Include a clear identification of the material by section and page number. C. Proposing Firm Overview. Describe your Firm's background and history, including the number of years in business. Include information about the Firm's experience performing similar municipal facilities work. D. Identification and Qualification of Assigned Personnel. 11 1. Describe your Firm's capacity for providing architecture, engineering and construction management services as indicated in this RFP. The ideal Firm should have extensive experience in municipal architectural engineering design and construction management. 2. Identify key staff, consultants and positions for each of the phases proposed for this work. 3. Include brief resume information focusing on project experience that enhances qualifications for this work. E. References/examples of a minimum of three (3) projects, specific to similar municipal building projects, outlining scope of services, project description, and cost completed in the last 5 years. F. Approach and Work Plan. Proposed approach to the project development and design, outlining schedule, meetings, critical tasks, and other information that demonstrates how the Firm intends to manage the overall project design and construction administration. G. Fee Quotation. Provide the proposed A/E fees for the project. Fees will be in a not to exceed format broken down by project phase. Clearly identify the basic services included in your fee; any additional services and additional costs not included in your basic fee; and any reimbursable expenses with the applicable reimbursable rates. Provide a best estimate of what the reimbursable expenses costs would be. Include a schedule of hourly rates that would be used to for work requested in addition to the base not to exceed fees. 6. PROPOSAL EVALUATION: A. The City intends to retain the services of the Firm evaluated to be best qualified to perform the work for the City within the required time frame, experience with similar contracts and clients, extent to which previous clients have found the Firm's services acceptable, cost of services, ability to deliver work within budget, and other factors considered. The Firm will be selected upon the basis of the information provided as requested in this proposal. B. The City will undertake a preliminary review of all proposals submitted and determine, which, if any, Firms it will select for interviews. Follow-up with any or all Firms submitting proposals may occur to gather additional information upon which to make a decision. Any other pertinent data generated by the City will be considered. C. The City Council shall make the final selection of the Firm. The final contract award will be conditioned upon the successful proposer's complying with all terms and conditions, mutual agreement about the final work plan, and completion of a contract agreeable to all parties. The City reserves the right to negotiate and further refine the scope of the work which may affect the final contract amount. 7 D. The City reserves the right to reject any and all proposals, in whole or in part, to waive any and all informalities, to disregard all non -conforming, non -responsive or conditional proposals, to request additional information from a proposer, or to expand the period for submitting proposals. 7. TERMS AND CONDITIONS: A. The City reserves the right to reject any or all proposals or to negotiate a contract that is in the best interest of the City at the absolute and sole discretion of the City Council. B. The contract for services will require that the Firm selected maintain general liability, automobile, worker's compensation, and errors and omissions insurance. The contract will also contain provisions requiring the selected Firm to indemnify the City and Firm serves at the will of the City Council and the City Council has the right to terminate the agreement, at its sole discretion, upon the provision of notice. H., CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 6A STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: November 12, 2024 TOPIC: Lino Retail 2.0 i. Consider 1st Reading of Ordinance No. 17-24, Zoning Ordinance Map Amendment -Rezoning Certain Property from NB, Neighborhood Business to GB, General Business ii. Consider Resolution No. 24-142 Approving Preliminary Plat iii. Consider Resolution No. 24-143 Approving Conditional Use Permit for Automobile Repair -Minor VOTE REQUIRED: Simple Majority INTRODUCTION Staff is requesting City Council consideration of the above listed items. Review Deadline: Complete Application Date: September 23, 2024 60-Day Deadline: November 22, 2024 Environmental Board Meeting: October 30, 2024 Park Board Meeting: N/A Planning & Zoning Board Meeting: October 9, 2024 City Council Work Session: November 4, 2024 City Council Meeting: November 12, 2024 BACKGROUND The applicant, Java Companies, LLC, is proposing to plat and develop three (3) commercial lots near Lake Drive, Marketplace Drive, and 77th Street. The Land Use Application is for the following: 1 • Rezoning o NB, Neighborhood Business to GB, General Business • Preliminary Plat o 3 commercial lots • Conditional Use Permit o Auto repair -major and minor for fast oil change facility • Site & Building Plan Review • Vacation o Portion of 77t" Street This staff report is based on the following information: • Narrative prepared by Java Companies received September 9, 2024 • Preliminary Plat prepared by Design Tree dated September 9, 2024 • Civil Plan Set prepared by Design Tree dated September 4, 2024 • Landscape Plan prepared by Plan -Type dated August 2, 2024 • Architectural Plans prepared by Lampert Architects dated September 6, 2024 • Final Stormwater Management Study prepared by Design Tree dated July 16, 2024 • Geotech Sketch and Logs prepared by Braun Intertec dated August 27, 2024 • Traffic Impact Study prepared by Alliant dated September 23, 2024 ANALYSIS Existing Site Conditions The 5 acre site includes the redevelopment of six (6) existing lots along the west side of Lake Drive. Two (2) of the lots north of 77t" Street are owned by the City of Lino Lakes and was temporarily used for community gardens. Four (4) of the lots south of 77t" Street are commercially zoned lots that either had or currently have single family dwellings. The developer will acquire and remove these dwellings. Zoning and Land Use The 2 lots north of 771" Street are zoned GB, General Business. The 4 lots to the south are zoned NB, Neighborhood Business. These 4 lots will be rezoned to GB, General Business. The 5 acre site is guided commercial per the City's 2040 Comprehensive Plan. Current Zoning GB, General Business NB, Neighborhood Business Existing Land Use Vacant Commercial Single Family Residential Future Land Use per 2040 Comp Plan Commercial K Utility Staging Area 1A=2018-2025 Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future Land Use North GB, General Business Commercial Commercial NB, Neighborhood Single Family South Commercial Business Residential GB, General Business Commercial Commercial East R-4, High Density Rural Residential Planned PUD Multi -family Commercial/Residential R-1, Single Family West NB, Neighborhood Residential Commercial Business Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the comprehensive plan for commercial development and zoning code requirements for GB, General Business with minor revisions as detailed in this staff report and resolutions. Blocks and Lots The proposed preliminary plat contains the following lots: Parcel Acres Purpose Lot 1, Block 1 1.61 acres Retail (auto parts sales) Lot 2, Block 1 1.41 acres 3 unit multi -tenant retail building Lot 1, Block 2 1.32 acres Fast oil change facility 77th Street 0.56 acres Vacated road right-of-way Lake Drive 0.11 acres Dedicated road right-of-way TOTAL 5.01 acres An additional 10ft of road right-of-way along Lake Drive at the south of the plat is being dedicated as required. Streets and Alleys CSAH 23 (Lake Drive) is an A -Minor Arterial Reliever county road. A raised median exists from the American Legion south past 1-35W. A signalized intersection exists at Marketplace Drive. No additional access points or driveways are allowed onto Lake Drive along this section. 77t" Street is a minor collector local road. The section of 77t" Street within the proposed plat will be vacated. Marketplace Drive will be extended west and connect to Marilyn Drive and 77t" Street. The City Engineer (WSB) has completed the plans and specs for this street reconstruction and utilities project. The City will construct and install utilities in conjunction with the platting and commercial development project. The American Legion (7731 Lake Drive) currently has a "frontage road" that was intended to provide additional access to the lots to the south. Staff consulted with the American Legion and they did not feel the additional access was needed. An existing city stormwater basin also exists at the end of the frontage road adding site constraints to the possible frontage road extension. Staff suggests a future shared driveway be considered along the west lot line of the American Legion and Lino Retail 2.0. There are no other public roads being proposed with the development. A shared driveway from between Lot 1 and Lot 2, Block 1 is provided. A shared driveway agreement will be required here as well as between Lot 1, Block 2 south. Easements Standard drainage and utility easements at least 10 feet wide shall be provided over the lot lines and stormwater management facilities. Public Land Dedication The City will collect cash fee in lieu of land dedication for commercial development at the time of final plat. Lino Retail 2.0 4.34 acres x $2,600 per acre = $11,284 Site and Building Plan Review The attached Site and Building Plan Review Worksheets were completed for each lot and building to determine zoning code compliance regarding lot sizes, setbacks, architecture, 4 lighting and off-street parking. In general, the proposed development is compliant with minor revisions as noted. Site Plan Building A Building A on Lot 1, Block 1 is approximately 7,450 sf and is a proposed retail auto parts store. The site has shared access from Lot 2, Block 1. An existing stormwater basin is along Lake Drive and new infiltration basin is proposed along the south lot line. Building B Building B on Lot 2, Block 1 is approximately 6,000sf and is a proposed 3 unit multi -tenant retail building. A new infiltration basin is proposed along the south lot line. Sidewalk exists on the south side of the lot that aligns with the crosswalk and existing sidewalk on the east side of Lake Drive. The end users are not known at this time; however, a retail drive -through user is proposed. Drive -through service facilities are accessory uses. Per City Code Section 1007.132(7): (c) Drive -through service facilities: 1. At least 120 feet of segregated passenger motor vehicle stacking must be provided for the single service lane. Where multiple service lanes are provided, the minimum passenger motor vehicle stacking may be reduced to 60 feet per lane. 305 feet is single lane stacking is provided. 2. The stacking lane and its access must be designed to control traffic in a manner to protect the buildings and will not interfere with on -site traffic circulation or access to the required parking space. Traffic is controlled and will not interfere with on -site traffic circulation or access. 3. No part of the public street or boulevard may be used for stacking of passenger motor vehicles or motorcycles. No public street is used for stacking. 4. The stacking lane, order board intercom, and window placement shall be designed and located in such a manner as to minimize glare to adjacent premises, particularly residential premises, and to maximize maneuverability of vehicles on the site. The stacking lane, order board and window are located adjacent to Lake Drive away from the residential premises. Maneuverability is maximized. 5. The drive -through window and its stacking lanes shall be screened from view of adjoining residential zoning districts and public street rights -of -way. The drive -through window is located on the north end of the building, away from residential zoning districts and public street rights -of -way. 6. A lighting and photometric plan will be required that illustrates the drive -through service lane lighting and shall comply with § 1007.046. A photometric plan has been submitted, however, revisions are required to determine compliance. Building C Building C on Lot 1, Block 2 is approximately 1,700sf and is a proposed fast oil change facility. A new infiltration basin is proposed along the west lot line. A conditional use permit (CUP) is required in the GB, General Business for auto repair -major and minor. A fast oil change facility is considered a minor auto repair. The CUP conditions are detailed in Resolution No. 24-143. Drive -through service facilities are accessory uses. Per City Code Section 1007.132(7): (c) Drive -through service facilities: 1. At least 120 feet of segregated passenger motor vehicle stacking must be provided for the single service lane. Where multiple service lanes are provided, the minimum passenger motor vehicle stacking may be reduced to 60 feet per lane. 60 feet of multiple service lane stacking is provided. 2. The stacking lane and its access must be designed to control traffic in a manner to protect the buildings and will not interfere with on -site traffic circulation or access to the required parking space. Traffic is controlled and will not interfere with on -site traffic circulation or access. 3. No part of the public street or boulevard may be used for stacking of passenger motor vehicles or motorcycles. No public street is used for stacking. 4. The stacking lane, order board intercom, and window placement shall be designed and located in such a manner as to minimize glare to adjacent premises, particularly residential premises, and to maximize maneuverability of vehicles on the site. 11 The stacking lanes and vehicles face away from the residential lots to the west. There are no order board and windows on site. Maneuverability is maximized. 5. The drive -through window and its stacking lanes shall be screened from view of adjoining residential zoning districts and public street rights -of -way. There is no drive -through window. The stacking lanes will be screened from the residential lots with a privacy fence and landscaping along the west lot line. 6. A lighting and photometric plan will be required that illustrates the drive -through service lane lighting and shall comply with § 1007.046. A photometric plan has been submitted, however, revisions are required to determine compliance. Architectural Plans and Exterior Building Materials The architectural plans and exterior building materials of the 3 buildings complement each other as well as the Marketplace development on the east side of Lake Drive. Materials include 2 different colors of brick, glass, stone, EIFS, and rock faced block. Colors are browns, tans, charcoal greys, and black. The exterior materials, colors, and percentages are compliant with performance standards. The building heights range from 20 to 24ft which is less than that maximum 45 ft allowed. Trash enclosure/storage areas are proposed on each site; however, construction details are required. Mechanical equipment screening for each building shall be provided. Grading Plan and Stormwater Management Per the City Engineer Memo dated October 29, 2024: Stormwater management for the Lino Retail 2.0 site consists of infiltration basins for the southern and northern lots. Additionally, some stormwater infrastructure is proposed for the City realignment of Marketplace Drive. Existing and proposed discharge rates are summarized below. Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year 10-Day Snowmelt Needed if basins Existing 0.00 0.35 5.98 landlocked Currently Needed if basins 0.00 0.18 4.90 Proposed landlocked Additional comments/revisions are noted in the attached City Engineer memo. Public Utilities The commercial development will be municipally served by a 21" sanitary sewer main along Lake Drive and a 10" sanitary sewer main along the extended Marketplace Drive. The commercial development will be municipally served by a 12" watermain along Lake Drive and a 12" watermain along the extended Marketplace Drive. Tree Preservation, Mitigation Standards and Landscaping Staff and the Environment Board will review the tree preservation and landscaping requirements at their October 30, 2024 meeting. Detailed analysis regarding tree survey, tree mitigation, open area landscaping, buffer and screen standards, canopy cover, foundation landscaping, and sod and ground cover standards are not available at this time; however, staff is confident these requirements can be met. Staff does note a 6ft high maintenance free privacy fence shall be installed along the west lot line of all 3 lots to provide proper screening from the residential houses. Signage A separate Sign Permit Application with detailed sign information is required for any permanent or temporary signage. Monument sign plans are proposed for each lot similar to those at Starbucks and Blue Heron Dental on the east side of Lake Drive. The site plan shall show the location of the signs. Impervious Surface Coverage The allowed maximum impervious surface coverage per lot in the GB, General Business District is 75%. The Site & Building Plan Review Worksheets show compliance for each lot. Traffic Study In August 2020, Anoka County Highway Department completed a CSAH 23 Preliminary Traffic Analysis from Lexington Avenue to Main Street. The analysis included the intersection of CSAH 23 (Lake Drive) and Marketplace Drive. The proposed preliminary plat and commercial development is consistent with that plan. E:3 The attached City Engineer memo details additional traffic information. The commercial development meets the requirements for level of service (LOS). Intersections currently operate at an overall Level of Service (LOS) A for AM and PM peak hour. Build condition overall LOS will operate at a level A for AM peak hour and level B for PM peak hour. Existing roads and intersections providing access to the development have the structural capacity to accommodate projected traffic from the proposed development. Environmental Assessment Worksheet (EAW) An EAW is not required for a three (3) lot commercial development. Wetlands There are no wetlands on site. Shoreland District The site is not located in the Shoreland District. Floodplain There is no FEMA floodplain on site. Additional City and Government Agency Review Comments Anoka County Highway Department Anoka County Highway Department provided comments in the attached September 19, 2024 letter. Public Safety Comments Lino Lakes Public Safety Department -Police and Fire Divisions reviewed the proposed commercial development and had no comments. Economic Development Advisory Committee (EDAC) EDAC reviewed the application on October 10, 2024. Parking was discussed and it was explained the three buildings all met parking space requirements. Planning & Zoning Board The Planning & Zoning Board held a public hearing on October 9, 2024. One person spoke and was opposed to the rezoning. The Board recommended approval with a 5-0 vote with the following additional conditions: 1. Windows be added to the east elevation of Building A. 2. The conditional use permit only be allowed for automobile repair -minor. 3. Customer vehicles waiting for repair shall not be parked on -site longer than 24 hours. Environmental Board The Environmental Board reviewed the development proposal at their October 30, 2024 meeting and recommended approval with minor revisions. Agreements Stormwater Maintenance Agreement The stormwater facilities will be privately maintained and a Declaration for Maintenance of Stormwater Facilities will be required. Development Agreement and Final Plat The applicant shall submit a Land Use Application for final plat after preliminary plat approval. A Development Agreement will then be prepared by the City as part of the final plat application. Site Improvement Performance Agreement Site Improvement Performance Agreements will be required for construction of each building. Comprehensive Plan Lino Retail 2.0 is consistent with the goals and policies of the comprehensive plan regarding land use, housing, economic development, transportation, local water management plan, sanitary sewer, water supply and parks, greenway and trails. Land Use Plan The Comprehensive Plan guides this property for commercial use. The three (3) buildings are consistent with commercial land use. Housing Plan 10 The goals and policies of Housing Plan are not negatively impacted by the commercial development. Economic Development The three (3) lot commercial development supports the City's economic development plan. Transportation Plan Goals of the Transportation Plan are to ensure that street and roads are as safe as possible and to reduce unnecessary traffic. CSAH 23 (Lake Drive) is an A -Minor Arterial Reliever county road. 77t" Street/Marketplace Drive is a Minor Collector road. The exiting road system can accommodate the traffic generated by the commercial development. Local Water Management Plan The purpose of the water management program is to protect, preserve, and use natural surface and groundwater storage and retention systems and prevent erosion of soil into surface water systems. The commercial development will construct stormwater management BMP's such as curb, gutter, and stormwater ponds. Sanitary Sewer Plan The goal of the sanitary sewer plan is to maintain the city's residents and businesses with an affordable and safe sanitary sewer system. The commercial development will be served by an affordable and safe sanitary sewer system. Water Supply Plan A goal of the water supply plan is to provide residents and businesses with affordable potable water that is safe and of high quality for daily consumption and fire demand. The commercial development will be served with a safe and high quality water supply. Parks, Greenways and Trails A goal and policy of the parks, greenways and trails plan is to continue to development and fund recreational activities in the City. The City will require cash in lieu of land dedication for the three (3) new commercial lots. Findings of Fact The findings of fact are detailed in the attached ordinance and resolutions. Vacation (portion of 77t' Street) 11 The street vacation of the portion of 77t" Street will be processed in a separate staff report. The City Council will hold the public hearing on November 12, 2024. RECOMMENDATION Staff and Boards recommend approval of Lino Retail 2.0. ATTACHMENTS 1. Site Location & Aerial Map 2. Zoning Map 3. Applicant Narrative 4. Preliminary Plat 5. Civil Plan Set 6. Landscape Plans 7. Architectural Plans 8. City Engineer Memo dated October 29, 2024 9. Environmental Memo dated November 4, 2024 10. Anoka County Highway Department Letter dated September 19, 2024 11. Site and Building Plan Review Worksheet-Building A 12. Site and Building Plan Review Worksheet-Building B 13. Site and Building Plan Review Worksheet-Building C 14. Ordinance No. 17-24 Rezoning 15. Resolution No. 24-142 Preliminary Plat 16. Resolution No. 24-143 Conditional Use Permit 12 Attachment 1: Site Location & Aerial Map Lino Retail 2.0 � .v ...fit • Fa•r-� YI .t .r- . ��� .= re'. r 0� � .* 4, •rrt3 _ - ♦ f S�4 t 44. Ilk r • F +' � � .s � - •w ., a• b - t a *Wr lk1i 7. 46 Address Labels L- Parcels CITY OF INOLAKES 1 in = 200 Ft N A October 2, 2024 Map Powered By Datafi WSO Attachment 2: Zoning Map Zoning Map -Lino Retail 2.0 a' I y 4 P GAG WDAW � r •:. G� �` o ... ..:^�`,L ram, � � � 23 two go � w EfhD Q Q QCm .� 0 9 Q Address Labels Parcels Zoning CITY OF LINOLAKEE = R - Rural . — .....r, S77n • P �.� 5 �J i .0 Q Q .-.� , tin n 23� a ►:fir.' - • r7l R-1 - Single Family Residential NB - Neighborhood Business R-iX - Single Family Executive PSP - Public Semi -Public R-4 - High Density Residential PUD - Planned Unit Development _ GB - General Business P - 1 0 1 in = 400 Ft N A October 2, 2024 Map Powered By Datafi wSb Attachment 3: Applicant Narrative LINO RETAIL 2.0-NARRATIVE DESCRIPTION To: Katie A. Larsen, AICP-City Planner -Lino Lakes From: Mark Krogh, Java Lino Retail 2.0 LLC Date: 9/9/2024 Re: Lino Retail 2.0 Narrative Description Dear Katie, The following is a narrative description narrative a description of the proposed project and how it complies with the Marketplace Design Guidelines and what amendments to the guidelines we are requesting if any. Narrative Description: The Lino Retail 2.0 project will consist of a 7,200 square foot auto parts retail store, a 6,000 square retail strip center with a drive thru, the tenants for this center are to be determined, but they will be retail in nature and final a 1,800 square foot oil changing business. Our intent is to meet the Design Guidelines, and we believe we have done so without requesting any amendments to the guidelines. Site Plan: Attachment 4: Preliminary Plat ZONING: GB ZONING: R1 LAND USE: LOW DENSITY RESIDENTIALI A/ 1 INCH = 40 FEET ® 8� \ \ \ w = DENOTES COUNTY MONUMENT / �S \ \ � / � o0 ! = DENOTES FOUND IRON MONUMENT O = DENOTES 1/2 INCH DIAMETER BY 18 20 FOOT DRAINAGE & UTILITY29�g� INCH LONG IRON PIPE MONUMENT EASEMENT PER PLAT OF CAROLE'S �\ )/ / / SET AND MARKED RLS# 45352 ESTATES 2ND ADDITION f ZONING: R1 LAND USE: LOW DENSITY RESIDENTIAL ZONING: GB ( At °j LOT 1 / i / </ BLOCK ONELd // o✓ 20 FOOT DRAINAGE & UTILITY �/� EASEMENT PER PLAT OF CAROLE'S L. L _Ll C v �/ /�/ ESTATES 2ND ADDITION / �/ / // // / o. �� / <i / LiNvL�J /^�IJIJI I I\—I1v / v�ov0��/ / � / SSBo� ZONING: GB //// �/ �' tiry CV —9 08 — / / `"4' / cam'-/ ZONING: GB ^cb�?° / (I I �� // / �h °��/ LAND USE: LOW DENSITY RESIDENTIAL, COMMERCIAL \ �„ 2,// / — — - LOT 2 , � � \\\\ \��/ //� �� - � NOTE: The proposed land use is consistent OHE--� HE OH OH� OH€ OHE 0 with the future land use designation ldentlfled PRELIMINARY PLAT OF LINO LAKES 2.0 LEGEND — PLATTED & EXISTING LOT LINES HYDRANT GATE VALVE EXISTING RIGHT OF WAY W WELL — — — — — — — EASEMENT LINES SANITARY MANHOLE CENTERLINE co SANITARY SEWER CLEANOUT OD STORM MANHOLE BOUNDARY LINE ❑ CATCH BASIN ____0 = WOOD FENCE a APRON 0 SHRUB CHAINLINK FENCE O_> POWER POLE x x WIRE FENCE O-K�, LIGHT POLE GUY WIRE STORM SEWER LINE ❑E POWER BOX SANITARY SEWER LINE ELECTRIC METER © COMMUNICATION PEDESTAL WATERMAIN ❑H HAND HOLE OVERHEAD ELECTRIC •';`,' GAS METER ° SIGN —u°T--- uGT UNDERGROUND TELEPHONE ® BOLLARD —FIFO— UNDERGROUND FIBER OE ELECTRIC MANHOLE *S WATER CURB STOP uG uoE UNDERGROUND ELECTRIC oHE OHE� DECIDUOUS TREE cA, °As UNDERGROUND GAS LINE CONIFEROUS TREE - - - - EDGE OF WETLAND TRAFFIC SIGNAL BUILDING FLA1= FLAG POLE EDGE OF TREE LINE OR WOODS BEEHIVE CATCH BASIN CONCRETE PAVEMENT °" �H H OI�E� OHE O f OHE �H� °H �+ °" / / / in the 2040 comprehensive plan. BITUMINOUS PAVEMENT OHE OH - `y" - _ — RIM:908.39 — / /0 INV:889.28_ _� <o ! \ AGGREGATE SURFACING -7-7T1 I Tom) r r T � o"� N89°32'44"V\/ �- ° o Q,11.45 l - "��� LANDSCAPING o Surveyor's Note: 0.78 �1 1, _ — - — - — — — RIM: 10.86 / / �� 1. The underground utilities shown hereon have been located from field survey information and existing record drawings. The surveyor makes no guarantees - IN :886.83 _ ` (� -INV NE:886.83 �\ INVSE:886.78 ��-�-7Ti ^T�>r-r-T ZONING: NB — -CO� — 4,, co �' � _ LAND USE: COMMERCIAL ���V ° /� L9� A� — 01\ _ _ �.�s / (_ RIM:911.08 / ^co INV N:906.12 / I ` I r� T� ZONING: NBA / INV SW:906. �� ZONING: R4 LAND USE: PLANNED COMMERCIAL/RESIDENTIAL I •00 � � � � � — ozm Nsg 4 h I 1 N I r 1 A It r Lot 12 and 13, Block 2, Carole's Estates 2nd Addition, Anoka County, Minnesota. L_ I I v �_J L�- M r1 F-\ i F- 1 n f r- N I T AND 70� % l ° L) 17 v 17 L _�/ IV 1 L— 1 v I All that art of the Southwest Quarter of the Southeast Quarter SW 1/4 of SE 1/4 of Section Eight (8), Township,Thirty-one(31),Range Twenty-two o �9 '� (22), Anoka County, Minnesota described as follows: Beginning at the Southeast corner of the Southeast Quarter of the Southwest Quarter (SE 1/4 2 �(b / �_C LOT AREAS: of SW 1/4) of Section Eight (8), thence West on the South line thereof one hundred twenty-two and 88/100 (122.88) feet, thence North twenty I I�%` degrees, thirty-eight minutes (20 degrees 38 minutes) East twelve hundred forty-one and three -tenths (1241.3) feet, to the point of beginning of the v v I �:T� 1 v �� LOT 1, BLOCK ONE tract of land herebyto be described; thence continuing North twenty degrees, thirty-eight minutes 20 degrees 38 minutes East, a distance of ^� I_v., r`� 70,154 SQ. FT+/- OR 1.61 ACRES +/- 9 Y g( 9 ) J seventy-one (71) feet, thence Southeasterly to a point on the Westerly line of Trunk Highway No. 8 as same is now laid out and constructed, distance ,ry thirteen hundred twenty (1320) feet Northerly as measured on the Westerly line of said Trunk Highway No. 8, from the point of intersection with the / / LOT 2, BLOCK ONE South line of said Southwest Quarter of the Southeast Quarter (SW 1/4 of SE 1/4), thence Southeasterly along said Westerly line one hundred eight LOT 1 -� �\ I J ^� �°` / �\` // 61,596 SQ. FT+/- OR 1.41 ACRES +/- and six -tenths (108.6) feet; thence Westerly to the point of beginning. CIV/ BLOCK TWO o �) \ // ,� LOT 1, BLOCK 2 Now known as Lot Four (4), Auditor's Subdivision Number 134, according to the recorded plat thereof and situate in Anoka County, Minnesota. / -- \ " '' `'� / 57,613 SQ. FT+/- OR 1.32 ACRES +/- � Excepting therefrom Parcel No; 18, Anoka County Highway Right -of -Way Plat No. 17. ZONING: NB �� _ (b ^/ 77TH STREET RIGHT OF WAY AND 24,500 SQ. FT+/- OR 0.56 ACRES +/- All that part of the Southwest Quarter of Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota, described as follows: I ,I / / N RIM:912.19 L _ I v IL I \ �_ LAKE DRIVE RIGHT OF WAY Beginning at the Southeast corner of the Southeast Quarter of Southwest Quarter of Section 8, thence West on the South line thereof / co 1 v �/ 1 .� `fi / / / 2 „� ; INV NF�9 s.3a 4,645 SQ. FT+/- OR 0.11 ACRES +/- 121.88 feet, thence North 20 degrees 38 minutes East 1312.3 feet to the point of beginning of the tract of land hereby to be described, thence T I T / v I LI continuing North 20 degrees 38 minutes East a distance of 105.9 feet, more or less, to the North line of said Southwest Quarter of Southeast Quarter, thence East along the North line thereof 369.4 feet, more or less, to the West line of Trunk Highway Number 8 as the same is now laid out and / \ \ constructed, thence Southwesterly of the Westerly line of said Highway 146.3 feet, more or less, to a point distant 1320 feet Northerly as measured ZONING: NB °z \ \g�. \ \ along the Westerly line of Highway from its intersection with the South line of said Southwest Quarter of Southeast Quarter, thence Northwesterly to 0 \ < \ / point of beginning, subject to right of public over the North 33 feet thereof for road purposes, being now known as Lot 3, Auditor's Subdivision OWNERS: Number 134, Anoka County, Minnesota, together with streets and alleys adjacent thereto, vacated or to be vacated. CITY OF LINO LAKES AND, MICHAEL A. BROKER AND CATHLEEN J. BROKER Lot Five (5), Auditor's Subdivision Number 134, Anoka County, Minnesota, excepting therefrom Parcel 19, Anoka County Highway Right -of -Way Plat HYLANDER, LLC, A MINNESOTA LIMITED LIABILITY COMPANY No. 17. � BEVERLY A. ARNDT / AND, / ` DEVELOPER: MARK KROGH Lot 6, Auditor's Subdivision No 134, excepting therefrom Parcel 20, Anoka County Highway Right -of -Way Plat No. 17, Anoka County, Minnesota. 879 SCHEFFER AVE. ST. PAUL, MN 55102 AND i 28869 / / O F IN A A C) It/ r-T L� I A i� r- JAVA COMPANIES, LLC That part of 77th Street lying in the Southwest Quarter of the Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota, ZONING: NB / I v I i-\ 1 \ r \ 1- 1 I L _i-� . L_ bounded as follows: -, / �\ �\ � LAND SURVEYOR , DESIGN TREE ENGINEERING &LAND SURVEYING Lying north of Lot 3, AUDITORS SUBDIVIONS No. 134, according to the recorded plat thereof, said Anoka County; lying east of the northerly extension of the West line of said Lot 3; lying west of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to the recorded \ 441 / , JONATHAN D. SCHUETTE, LS =ry 1-1 o / / / MINNESOTA LICENSE NO. 45352 plat thereof, said Anoka County and lying south of the North line of said Southwest Quarter of the Southeast Quarter. It TELEPHONE: (320) 762-1290 AND L79L_�`.r\ ENGINEER: That part of 77th Street lying in CAROLE'S 2ND ADDITION ESTATES, according to the recorded plat thereof, Anoka County, Minnesota, bounded as ZONING: PUD DESIGN TREE ENGINEERING & LAND SURVEYING follows: I MICHAEL J. GERBER, PE ND LAND USE: PLANNED COMMERCIAL/RESIDENTIAL Lying east of the southerly extension of the west line of Lot 12, Block 2, said CAROLE'S 2 ADDITION ESTATES; lying south of the south line that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated, although he does certify that they are located as accurately as possible from information available. The contractor is responsible to ensure that any existing utilities (shown or not shown) are not damaged during construction. The surveyor has physically located the underground utilities per Gopher State One Call Ticket No. 240100013, 240100015, 240100016 and 240100017. 2. Subject property has 218,508 square feet (5.01 acres) more or less. 3. The survey does not constitute a title search by Design Tree Engineering and Land Surveying to determine ownership or easements of record. For all information regarding easements, right of way and title of record, Design Tree Engineering and Land Surveying relied upon an title commitments number 060658, 060657, 060661 and 060699 prepared by Servion Commercial Title with a preparation date of October 5, 2023. 4. Field survey was completed by Design Tree on 12/21/2023. LEGAL DESCRIPTION: MINNESOTA LICENSE NO. 56653 of said Lot 12; lying north of the North line of the Southwest Quarter of the Southeast Quarter, Section 8, Township 31, Range 22 and lying west TELEPHONE: (320) 762-1290 of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to the recorded plat thereof, said Anoka County. DESIGN *TREE engineering 4 land surveying Corporate Office: 120 17th Ave W Alexandria, MN 56308 888-216-1916 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 MINNESOTA. D �1� INTED NAME: Jonathan D. Schuette DATE: 09/09/24 LICENSE #: 45352 PREPARED FOR: JAVA COMPANIES LINO LAKES, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING DRAWN BY: CWK CHECKED BY: IDS PROJECT NO.: 10923008 NO. DATE DESCRIPTION PRELIMINARY PLAT 1 of 1 Attachment 5: Civil Plan Set NOTES: 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 '907� 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN / HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 4. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. LEGEND HYDRANT SANITARY MANHOLE o�// �/ / � // GATE VALVE oQQ POWER POLE /o LIGHT POLE CATCH BASIN /0)/ / / /-- / SIGN DECIDUOUS TREE /-908-- CONIFEROUS TREE SANITARY MANHOLE / SANITARY MANHOLE — — — RIM: 910.86 \ / / SHRUB \ RIM:908.39 INV W:886.83 INV: 889.28 INV NE: 886.83 —\... INV SE: 886.78Jg/ oHF � -OHE OHE OHE OH H OH OH OH`L -0HC \ OH OHE O f OHE�-OOHS-O �-UJ... OH L/ / PEDESTAL - 9 H OH€ OH OK,-� / o�---\_---- J� —C��u /t GUY WIRE -- -- _ _ ` 9 0 BOLLARD POWER BOX — — — —909— — _ — , I / OO ELECTRIC METER I 910 ` —� ��co EXISTING / BUILDING o= 6 a o- C1; / J C\ i / / / / 1 / I I � I � / 1 : / EXISTING \ BUILDING I i i ® 50) � MONITORING WELL o SANITARY SEWER CLEANOUT WOOD FENCE 0 CHAINLINK FENCE /I / �CATCH BASIN X WIRE FENCE A7 C � / // RIM: 911.08 STORM SEWER LINE O, / /INV N: 906.12 0-0 INV SW:906.15 SANITARY SEWER LINE WATERMAIN 0 � OHS OVERHEAD ELECTRIC Ua, UNDERGROUND TELEPHONE FO- i' UNDERGROUND FIBER / UG= UNDERGROUND ELECTRIC GAS UNDERGROUND GAS LINE CONCRETE PAVEMENT V C. JI BITUMINOUS PAVEMENT CATCH BASIN RIM: 912.19 AGGREGATE SURFACING INV NE:906.34 LANDSCAPING BUILDING 11 IV 0' 40' 80' DESIGN -TREE engineering + land surveying Corporate Office: 120 17th Ave W Alexandria, MN 56308 888-216-1916 J m AVA P R O P E R T I E S 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 09/04/2024 LICENSE #: 56653 LINO LAKES 2.0 LINO LAKES, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 10923008 NO. DATE DESCRIPTION EXISTING CONDITIONS DRAWING NO. C101 Ah� A, \\-- OHE- - .- - F� - HE — OHL- H0 0H OH OHE 12 a i -7 NOTES: 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST EXPANSION JOINTS. 4. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 5. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 8. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 9. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 11. CITY SHALL RELOCATE EXISTING OVERHEAD UTILITIES. CONTRACTOR SHALL COORDINATE WITH CITY. REMOVALS LEGEND = CURB REMOVAL = BITUMINOUS PAVEMENT REMOVAL = CONCRETE REMOVAL = REMOVAL ITEM KEY NOTES: O1 CLEAR & GRUB WOODED AREA 2 REMOVE EXISTING CURB AND GUTTER. COORDINATE WITH CITY TO AVOID �� 10 � .. _OHE— __-_--_O - OH OH / OHE�OHE�OHE—� °HE°H�O 7 REMOVE EXISTING CONCRETE i ' � i � ' � 1O 1O 'Z � � � -ONE -- --ONE oz10 i — ° IN �4 REMOVE EXISTING BITUMINOUS PAVEMENT i ice/ / � / / � i i ,ice7777 ,- i � — O5 REMOVE EXISTING BUILDING &ASSOCIATED ITEMS 14 15 �' REMOVAL OF EXISTING CURB & GUTTER BY CITY 16 °z 7 11 O<- 6 O7 REMOVE TREE -7 8 REMOVAL OF SIGN BY CITY — O9 PROTECT FENCE 10 RELOCATION OF UTILITY HAND HOLE (SEE NOTES) \ 2 22 / I 13 I / — I I -- I I - I I 2 \ m �_L_J \ 13 \ 1 _ o 12 co or 13 ° 3 5 1� 17 / 13 _ 4 — 13 �O / L'4P 0 / O / / / I I © � l 11 REMOVAL OF BITUMINOUS PAVEMENT BY CITY 12 RELOCATION OF OVERHEAD UTILITIES (SEE NOTES) 13 REMOVAL OF TREE BY CITY 14 REMOVE SANITARY SEWER MANHOLE 15 REMOVE SANITARY SEWER PIPE 16 REMOVAL OF HYDRANT BY CITY 17 REMOVE LIGHT POLE 0' 30' 60' DESIGN -TREE engineering + land surveying Corporate Office: 120 17th Ave W Alexandria, MN 56308 888-216-1916 AVA P R O P E R T I E S 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 09/04/2024 LICENSE #: 56653 LINO LAKES 2.0 LINO LAKES, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 10923008 NO. DATE DESCRIPTION REMOVALS PLAN (NORTH) DRAWING NO. C102 EXISTING SANITARY MANE EXISTING CATCH BASIN r I I I I I EXISTING SAM EXISTING CATCH BASIN 3 10 \ 1 FLAG / 1 EXISTING BUILDING 1 \ SAiHI iAi Y MANHOLE z RIM: 908.39 NV: 9,9 VR � 0 i — — — — — — 41 6 � a as _VV, a 0 7 1 E a / / CO EXISTING BUILDING \ ° d ° a / EXISTING SANITARY MANHOLE— MARkFTA�C F�Rt VF E 1 EXISTING BUILDING EXISTING HYDRAN r7 0' ITAR" O j • leis ��� III ����Il�OI'�`ll��•'� � � %I � �BI•!l ��OI��OI�SOI'�SOI � • � O��N•sj�Ol•'.jINOI�000S�NO� IIl��`•::_ ICI ��� � � Sd�Oi!-��NO �� ='•i�ii�!ii�!!!_;�ii�!!•;•=:a•— �_ _ O •fir Il�i�� Sul IIIIIIIIIIIIIIIIIIIII Z / SANITARY MANHOLE NOTES: RIM:910.86 jA ' INV W: 886.83 //� 1. EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: INV NE: 886.83 A DESIGN TREE ENGINEERING & LAND SURVEYING INV SE. 886.78 j/ 120 17TH AVENUE W "' ALEXANDRIA, MN 56308 ' 2. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND 6 REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. / 3. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST EXPANSION JOINTS. / 4. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 5. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL ( MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO \ EXECUTING ANY SITE REMOVALS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING / UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARE THE RESPONSIBILITY OF THE / CONTRACTOR. 7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 8. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES / DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. / 9. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM oz� AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE oz� NOT DAMAGED DURING CONSTRUCTION. 10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 11. CITY SHALL RELOCATE EXISTING OVERHEAD UTILITIES. CONTRACTOR SHALL COORDINATE WITH CITY. REMOVALS LEGEND = CURB REMOVAL = BITUMINOUS PAVEMENT REMOVAL = CONCRETE REMOVAL = REMOVAL ITEM KEY NOTES: O1 CLEAR & GRUB WOODED AREA O2 REMOVE EXISTING TREE O3 REMOVE EXISTING CONCRETE O4 REMOVE EXISTING BITUMINOUS PAVEMENT O5 REMOVE EXISTING BUILDING & ASSOCIATED ITEMS O6 REMOVAL OF EXISTING CURB & GUTTER O7 REMOVE TREE / O REMOVE & SALVAGE SIGN A O9 RELOCATION OF OVERHEAD UTILITIES (SEE NOTES) 10 REMOVE FENCE ° 11 REMOVAL OF TREE BY CITY 0' 20' 40' DESIGN TREE engineering + land surveying Corporate Office: 120 17th Ave W Alexandria, MN 56308 888-216-1916 JAVA P R O P E R T I E S 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 09/04/2024 LICENSE #: 56653 LINO LAKES 2.0 LINO LAKES, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 10923008 NO. DATE DESCRIPTION REMOVALS PLAN (SOUTH) DRAWING NO. C103 -OHE OHE OHE. OH H OH F oB / / / / / / F — — — — -.910 V� I L / ROpFRTY OHE 0 P \ / o BUILDING A \ C r� QT OHE W�Z �--- - / / / / / / / o \ / \ \ E/ \ o / / / PROPERTY INFORMATION NORTH LOT AREA 70,154.8 SF (1.611 AC) NORTH LOT IMPERVIOUS AREA 33,256.9 SF (0.763 AC) NORTH LOT IMPERVIOUS COVERAGE 47.4% MIDDLE LOT AREA 61,595.8 SF (1.414 AC) MIDDLE LOT IMPERVIOUS AREA 36,769.0 (0.844 AC) MIDDLE LOT IMPERVIOUS COVERAGE 59.7% SOUTH LOT AREA 38,470.9 SF (0.883 AC) SOUTH LOT IMPERVIOUS AREA 22,287.3 (0.512 AC) SOUTH LOT IMPERVIOUS COVERAGE 57.9% 0' 40' 80' DESIGN --TREE engineering + land surveying Corporate Office: 120 17th Ave W Alexandria, MN 56308 888-216-1916 AVA PROPERTIES 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 09/04/2024 LICENSE #: 56653 LINO LAKES 2.0 LINO LAKES, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING DRAWN BY: NPK CHECKED BY: JEA PROJECT NO.: 10923008 NO. DATE DESCRIPTION SITE PLAN (NORTH) DRAWING NO. C201 < OHE / R15.p0 SFTe�INc / / q�k / Y" 0 A -10 ig 0/ BEING / 00 / 2 -- -OHE �I OHE T YjNFl�T / / 7 R10'00 a gSIN - o 2 R25.00 / / 2 / o / / o 0 o p 2 \ / NOTES: \ / 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, \ EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS \ OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR / \ TO CONSTRUCTION. / \ 3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. / y / 4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN ,. / COLOR. / 5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, AND SIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY / REQUIREMENTS. / / 6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES \ / DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO / AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. / R5.00 7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE -' \ / / RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. -19 i�r °070 i 4 \ // ° 8. CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTE / 2g / r�OJ o � v \ PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. / \ / 9. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN ° FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. I 3°00 / (�'A°° \ / °� 10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED / UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE \R15 p0 R5 00 /�i UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. BUILDING A \ / \ S00 / o 0 \0 5 ,0 90 4 � 6 2 o0 900 6. i/ 2 3 p , 4 1 �Q (.O\ �oo R5 p0 I�,FlCTR9 /l �s 2 / •o RS0w 8 \0'egN SI 2 R5.08 � R6.58 °° �80 o� J aHE _---- E OHE \- OHE E \ \ �pJ oz lb R5 RS 8 2 Q� R18 00 / °8 �� 6 BUILDING B / 3 2 E j E C Ti S00 11 Ti k1% A 10p c R25.00 SFT�kING .� \ \ OO os 1 T \ RS17 08 / 3 2 S(9 R9TIONe gSINJ, 00 =�07 Mq °_ RkF�, p�q \ C 4C RlVF � O / CON O' ) rr__Q• _/ v' Q / VQ / / PROPOSED SITE LEGEND LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT a CONCRETE PAVEMENT CONCRETE SIDEWALK CURB AND GUTTER TIPPED CURB AND GUTTER RETAINING WALL CHAINLINK FENCE WOOD/VINYL (PRIVACY) FENCE TRAFFIC CONTROL SIGNAGE tto- to. PAINTED DIRECTIONAL ARROW PAINTED ACCESSIBLE PARKING SYMBOL PROPERTY INFORMATION DEVELOPMENT AREA 3.03 AC EXISTING IMPERVIOUS AREA 0.28 AC PROPOSED IMPERVIOUS AREA 1.607 AC DISTURBED AREA 2.76 ±AC PARKING INFORMATION BUILDING A - PARKING STALLS 38 STALLS ACCESSIBLE STALLS 2 STALLS TOTAL STALLS 40 STALLS BUILDING B - PARKING STALLS 39 STALLS ACCESSIBLE STALLS 2 STALLS TOTAL STALLS 41 STALLS KEY NOTES: ORIBBON CURB OB612 CURB AND GUTTER OCURB TRANSITION OPARKING STRIPING OCURB STOP OACCESSIBLE PARKING MARKINGS OTRASH ENCLOSURE 0' 30' 60' DESIGN *,TREE engineering + land surveying Corporate Office: 120 17th Ave W Alexandria, MN 56308 888-216-1916 AVA P R 0 P E R T I E 5 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 09/04/2024 LICENSE #: 56653 LINO LAKES 2.0 LINO LAKES, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING DRAWN BY: NPK CHECKED BY: JEA PROJECT NO.: 10923008 NO. DATE DESCRIPTION SITE PLAN (NORTH) DRAWING NO. C202 oB 1 I / / / / / / / / 0 C'�0 z� 5 10.00 \ SFTBgCk / 21.00 2 Al / � z / o / Z 2 0 2 VF -- o, E 300 0kp,rQ4 o / SFTegcNG k R5.00 / �(�•0� 3 \ & oo NO °� ' z 3 ��� o 2 z� `I' 2 1,9 X / O' \ 4 / 0 3 0 / 9 A I .00 • � � \ � — — � O SFTRgING / c / o� 6 16 03 0 K &&'000 SFTe I/�G / 3 Eck 2 ° �a / / / / VF / o NOTES: \ / 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. / 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. / 3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR. 4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN / COLOR. / 5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, AND °z SIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY / REQUIREMENTS. 6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 8. CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTE / PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. N 9. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN i FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE / UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. / PROPOSED SITE LEGEND / LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CURB AND GUTTER TIPPED CURB AND GUTTER RETAINING WALL CHAINLINK FENCE WOOD/VINYL (PRIVACY) FENCE TRAFFIC CONTROL SIGNAGE t(40.t► PAINTED DIRECTIONAL ARROW 46 PAINTED ACCESSIBLE PARKING SYMBOL PROPERTY INFORMATION TOTAL PROPERTY AREA 0.88 AC DISTURBED AREA 0.85 ±AC EXISTING IMPERVIOUS AREA 0.06 AC PROPOSED IMPERVIOUS AREA 0.512 AC PARKING INFORMATION PARKING STALLS 8 STALLS ACCESSIBLE STALLS 1 STALLS TOTAL STALLS 9 STALLS KEY NOTES: E OD4 MOUNTABLE CURB AND GUTTER OB612 CURB AND GUTTER OCURB TRANSITION ORIBBON CURB OCONCRETE VALLEY GUTTER OACCESSIBLE PARKING MARKINGS O7 PARKING STRIPING OTRASH ENCLOSURE OACCESSIBLE PARKING SIGNAGE 0' 20' 40' DESIGN *"TREE engineering + land surveying Corporate Office: 120 17th Ave W Alexandria, MN 56308 888-216-1916 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 09/04/2024 LICENSE #: 56653 LINO LAKES 2.0 LINO LAKES, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING DRAWN BY: NPK CHECKED BY: JEA PROJECT NO.: 10923008 NO. DATE DESCRIPTION SITE PLAN (SOUTH) DRAWING NO. C203 z� 1z / NOTES: 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE / / \ SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. O / \ 2. SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. / \ 90 �� �� 3. CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% CROSS SLOPE IN SIDEWALK AREAS. y / 907.23 9 906.30 06 -� l / °� 4. ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND /906.34 / \ 90) \ \ \ SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. 5. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. i 908.86 6. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION Oh 906g�� .90 _ 907.07 80,> - \ \ SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE 906.52 907 17 908.80 \ _ _ / WITH STATE AND LOCAL REQUIREMENTS. 909.00 \ - - - / s 7. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION 906.99 OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND j CP BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS 9019 // ASSOCIATION OF MINNESOTA. 9 50 Gov \ 8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS 906.57 0 / / / / / / o° BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE 906.98 / / / / / / / / STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE 907 / // / / / / / STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL / \ ' 909.00 BUILDING A / / / o°� / / REQUIREMENTS. 907.07 FFE = 909.00 �' �� - / / / / / \ P1 90 / 9. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 8.80 / 90/ RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 907.70 907.24 �� / / �71 10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL 907.70 \ / / �� �� 1 / / / /°� / / THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND 908.00 907.61�' / / �� �� / / / 1 STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED \ 909.00 / o / / v / / / v / / / / o WITHIN INFILTRATION AREAS. 907.45 \ j 908.80 O�� 11. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & / 908.39 / / <v/°o / / / / GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS 0 907.00 \ /' 0 / / / / / / / / °s / ARE TO FINISHED SURFACE GRADE. / 0 908.55 908.80 / // 12. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED o 907.31 'I-,/ / / / // / / / / /I / � U/ LOCATOR TO ASSIST WITH PRIVUTILITIES. 1-800-252-1166. ATE CONTRACTOR LOCATES. E A PRIVATE UTILITY 90 INS 9 / l�T 0, Q0 R9TI0 90� NBq� /906.53 906.83 IN / `S 90 908.14 / 6 90) \ // / /\� 9 6.32 - 906.60 906.E 906.00 906.10 906.06 190 906.00 909.06 OHE OH S'- - - OHE j 909 36 - C O L OHE OHE �E� }�---•Ff OH � /go'� � � / O � �i � .. ... .. .. vNE E O / i �I/VPI - �' _ - 909.86 909.86 8.96 °� �O z °H 906.56 z�- y.36 - �� (0/pj OHE n\ 907.09 �� 909.86 910.00 906.72 °� \ 909.57 910.00 906.92 � 909.23 0 907.76 \ 908 E 909.57 909 - - rn Ult \ 909.86 \�S - any �F ---- ---- --- _\ 90 - - 909.85 909.99 \ I�- V^ \ 908.50 2 909.03 / i \ \ \ \ 909.98 J.90 .25 / 907 BUILDING B / FFE = 910.00 / �908.52 906 \ �907.75 \ 9 908.07 MqR 90 '40q O a e ° � - _ � 1 \ OH�OH GRADING LEGEND = EXISTING MAJOR CONTOUR = EXISTING MINOR CONTOUR = EXISTING CONTOUR LABEL = PROPOSED MAJOR CONTOUR = PROPOSED MINOR CONTOUR 100 = PROPOSED CONTOUR LABEL = EXISTING SPOT ELEVATION* • f XXXX = PROPOSED SPOT ELEVATION* = PROPOSED SURFACE FLOW DIRECTION *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. - - KEY NOTES: OMATCH INTO EXISTING BITUMINOUS PAVEMENT OMATCH INTO EXISTING CURB & GUTTER OMATCH INTO LIP OF EXISTING CURB & GUTTER OGRADE BREAK 0' 30' 60' DESIGN --TREE engineering + land surveying Corporate Office: 120 17th Ave W Alexandria, MN 56308 888-216-1916 jAVA PROPERTIES 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 09/04/2024 LICENSE #: 56653 LINO LAKES 2.0 LINO LAKES, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING DRAWN BY: NPK CHECKED BY: JEA PROJECT NO.: 10923008 NO. DATE DESCRIPTION GRADING PLAN (NORTH) DRAWING NO. C301 \ / / NOTES: 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE 9�8� / \ ° / SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR MB - \ FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY - - --- / - -- -- - _----� - °zm i / /Da o \ \ EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING I / / CONSTRUCTION. 2. SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. / \ 3. CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% CROSS SLOPE IN SIDEWALK AREAS. 4. ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. 5. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. 910- 3 \ \ \ \ \ �� �/ / / 6. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION r SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE \ �WITH STATE AND LOCAL REQUIREMENTS. 7. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS d i ASSOCIATION OF MINNESOTA. 8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS / 910.73 \ \ V A / / / BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE / \ / STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 9. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. / 911\ / \ \ 10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL / . a, \ _ \ a - - THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED ° �� WITHIN INFILTRATION AREAS. \ / / / / 11. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 910.31 0)�0. c \ F� 911.29 12. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED oog11 \ VA a / ` _ / / UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. a i 912.03 o - „911mb .76 910.68 \ / 911.49 4 911.50 910.90 �\ �� yB ° 911.08 V971 I 911 911.52 �.`�' A 911.79 V 911.4 912.50 912.591 rn 911.91 A 912.41 i 912.15 911.42 � 912.50 912.53 \ 911.47ov 912.50 / \/ BUILDING A 912 41 FFE - 912.50 � 912.31 � � °' 910.80 �� / / / i / 912.82 \ / 912.32� 912.50 1 / 912.02 / 911.91 / / 912 / 9911.97 °z /2'!L i I I � I I A \ I \\ 1 100 GRADING LEGEND = EXISTING MAJOR CONTOUR = EXISTING MINOR CONTOUR = EXISTING CONTOUR LABEL = PROPOSED MAJOR CONTOUR = PROPOSED MINOR CONTOUR = PROPOSED CONTOUR LABEL = EXISTING SPOT ELEVATION* \ f XXXX = PROPOSED SPOT ELEVATION* = PROPOSED SURFACE FLOW DIRECTION is *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. o-* KEY NOTES: E O MATCH INTO EXISTING BITUMINOUS PAVEMENT OGRADE BREAK OMATCH INTO EXISTING CURB & GUTTER O4 4' CURB CUT 0' 20' 40' DESIGN --TREE engineering + land surveying Corporate Office: 120 17th Ave W Alexandria, MN 56308 888-216-1916 AVA PROPERTIES 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 09/04/2024 LICENSE #: 56653 LINO LAKES 2.0 LINO LAKES, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING DRAWN BY: NPK CHECKED BY: JEA PROJECT NO.: 10923008 NO. DATE DESCRIPTION GRADING PLAN (SOUTH) DRAWING NO. C302 INFILTRATION BASIN BMP SUMMARY TABLE PROPOSED PROJECT AREA: 2.73 AC SITE INFILTRATION RATE: 1.63 IN/HR EXISTING IMPERVIOUS AREA: 0.28 AC INFILTRATION RATE BASED ON WEBSOIL SURVEY, PRIOR OBSERVATIONS, AND MPCA INFILTRATION VALUES PROPOSED IMPERVIOUS AREA: 1.62 AC REDEVELOPED IMPERVIOUS AREA: 1.62 AC TIME OF INFILTRATION: 42.0 HOURS REQUIRED VOLUME REDUCTION: 70,567sf * 1.1/12ft= 6,469 CF 100-YR HWL: 906.27 INFILTRATION SYSTEM VOLUME REDUCTION PROVIDED BELOW OUTLET: 11,335 CF GROUNDWATER ELEVATION: GROUNDWATER NOT ANTICIPATED CATCH BASIN-3 / RIM:906.10 INV:903.10 / 8 LF - 12" PERFORATED HDPE @ 0.50% CATCH BASIN-3 RIM:906.00 INV:903.06 / CATCH BASIN-6 RIM:906.30 INV:903.04 CATCH BASIN-7 / RIM:906.00 INV:903.00 / / CATCH BASIN 8 RIM:906.50 INV:902.71 i / CATCH BASIN-9 RIM:906.57 , \ VVI / INV:902.67 SUMP:899.67 8 LF - 12" PERFORATED \ / HDPE @ 0.50% \ / y \ SANITARY SEWER CONNECTION INV:904.00 / \ (COORDINATE SIZE, LOCATION AND / \ ELEVATION WITH PLUMBING ENGINEER) / / / \ 110 LF - 12" PERFORATED �Z i / \ HDPE @ 0.50% Q / / \ V CURB CUT AND RAIN GUARDIAN v� 4" CLEAN OUT S 8 LF - 12" PERFORATED / HDPE @ 0.50% 58 LF - 12" PERFORATED HDPE @ 0.50% \ / 68 LF - SCH 40 \ PVC @2.00% / OUTLET CONTROL STRUCTURE (OCS-1) RIM:906.00 NV OUT 904.50 B SIN 4" ORIFICE INV:904.50 TOP WEIR:905.25 FV 36 LF - 12 RCP @ 12" RCP FI INV: 904.: / CATCH BASIN-5 RIM:906.00 INV:902.90 94 LF - 12" PERFORATED \� SUMP:899.90 _ HDPE @ 0.50% \ jNF / 8 LF - 12" PERFORATED \ HDPE @ 0.50% \ t�. CATCH BASIN-4 / - RIM:906.00 \ \ ,/_N89°26'22"W INV:902.94 0,,78 . 108 LF - 12" SCH 40 PVC @ 25 LF - 12" PERFORATED 0.50% / \ HDPE @ 0.50% \ \ SANITARY SEWER CONNECTION \ INV:905.00 \ V (COORDINATE SIZE, LOCATION AND �\ \ ELEVATION WITH PLUMBING ENGINEER) 4" CLEAN OUT ON / \ e \ \ gSIN \ \ 37 LF - SCH 40 \ \ \ PVC @2.00% N CATCH BASIN-1 / \ RkFj► RIMINV:904.75 r r 80 LF - 12 PERFORATEC HDPE @ 0.50% / CATCH BASIN-2 RIM:908.00 INV:904.21 / SUMP:901.21 46 LF - 6" PVC C900 COMBINED FIRE AND WATER SERVICE @ 8' MIN. BURY i 6" WET TAP TO EXISTING WATERMAII (FIELD VERIFY SIZE, DEPTH, & LOCATION) 6" GATE VALVE Q <V V CONNECT TO EXISTING SANITARY SEWER SERVICE (FIELD VERIFY SIZE, DEPTH, AND LOCATION) RISER PIPE / 80 LF - 6" PVC C900 COMBINED FIRE AND WATER SERVICE @ 8' MIN. BURY 6" WET TAP TO EXISTING WATERMAIN (FIELD VERIFY SIZE, DEPTH, & LOCATION) 6" GATE VALVE CONNECT TO EXISTING SANITARY SEWER SERVICE (FIELD VERIFY SIZE, DEPTH, AND LOCATION) RISER PIPE \ NOTES: 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5. SEE WATER DETAILS FOR ADDITIONAL INFORMATION. 6. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 7. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN T OF THE BUILDING FOR UNIT'S CONNECTION. 8. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. 9. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. 10. SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. 11. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 12. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 13. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 14. CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCAL AUTHORITIES HAVING JURISDICTION. 15. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 16. OVER EXCAVATE INFILTRATION BASIN AREAS BY 3-FT. DOCUMENT PRESENCE OF GROUNDWATER. DOCUMENT SOIL CONDITIONS. 17. CONTRACTOR SHALL PERFORM A DOUBLE -RING INFILTROMETER TEST AT BOTTOM ELEVATION OF STORMWATER BASIN AND VERIFY DESIGN INFILTRATION RATE OF 1.63 IN/HR. PROPOSED UTILITY LEGEND = HYDRANT Q = CURB STOP H = GATE VALVE = SANITARY MANHOLE = CLEANOUT = STORM MANHOLE ® = CATCH BASIN = CULVERT APRON = WATER LINE = SANITARY LINE = STORM LINE DESIGN *-TREE engineering + land surveying Corporate Office: 120 17th Ave W Alexandria, MN 56308 888-216-1916 ' AAA PROPERTIES 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 09/04/2024 LICENSE #: 56653 LINO LAKES 2.0 LINO LAKES, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 10923008 NO. DATE DESCRIPTION UTILITY PLAN (NORTH) DRAWING NO. 0' 30' 60' C401 / / / / / / / / 4° ° \ j\ INFILTRATION BASIN BMP SUMMARY TABLE PROPOSED DEVELOPMENT AREA: 0.858 AC SITE INFILTRATION RATE: 1.63 IN/HR EXISTING IMPERVIOUS AREA: 0.06 AC INFILTRATION RATE BASED ON WEBSOIL SURVEY, PRIOR OBSERVATIONS, AND MPCA INFILTRATION VALUES PROPOSED IMPERVIOUS AREA: 0.513 AC REDEVELOPED IMPERVIOUS AREA: 0.513 AC TIME OF INFILTRATION:34.0 HOURS REQUIRED VOLUME REDUCTION: 22,337 SF x 1.1" = 2,047 CF 100-YR HWL: 910.13 INFILTRATION SYSTEM VOLUME REDUCTION PROVIDED BELOW OUTLET: 11,335 CF GROUNDWATER ELEVATION: GROUNDWATER NOT ANTICIPATED EOF: 910.00 @ TOP OF CURB -g p CONNECT TO EXISTING SANITARY SEWER \ (FIELD VERIFY SIZE, DEPTH, AND LOCATION) - \ CONNECT TO EXISTING WATERMAIN \ _ (FIELD VERIFY SIZE, DEPTH, &LOCATION) q\ R a° -9V- -- _ / 4" CLEAN OUT \ ° 105 LF - 4" SCH 40 PVC \ per' @ 2.000% MIN. 92 LF - 6" PVC C900 COMBINED \ FIRE AND WATER SERVICE ` 150 LF - SCH 40 PVC @ 8' MIN. BURY \ @ 0.50% / \\ 6" GATE VALVE \ \ CATCH BASIN-13 \ \ / \ _ RIM:910.90 \ (2) 6" 45° BENDS INV:907.90 \ i (2) 4 45 BENDS \ \ \ \ \ 4" CLEANOUT \ 134 LF_- 12" PERFORATED J / HDPE @ 0.50% / \ \ \ 80 LF - 12" PERFORATED HDPE @ 0.50% MANHOLE-12 FLAG RIM:911.00 INV E: 907.04 \ INV W: 907.04 \ \ INV N: 908.04 SUMP: 904.04 W \ / Q / / CATCH BASIN-10 / RIM:910.80 \ INV:907.80 / 78 LF - 12" PERFORATED HDPE @ 0.50% C-, / / -CATCH BASIN-11 / RIM:910.97 INV:907.44 / / / MP NOTES: 1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, AND ELECTRICAL CONTRACTORS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. 5. SEE WATER DETAILS FOR ADDITIONAL INFORMATION. �,/F //o 6. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL / WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 / FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 7. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN T OF THE BUILDING FOR UNIT'S CONNECTION. 8. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. 9. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. / 10. SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. 11. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE / (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 i 12. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 13. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE. 14. CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCAL AUTHORITIES HAVING JURISDICTION. 15. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 16. OVER EXCAVATE INFILTRATION BASIN AREAS BY 3-FT. DOCUMENT PRESENCE OF GROUNDWATER. DOCUMENT SOIL CONDITIONS. 17. CONTRACTOR SHALL PERFORM A DOUBLE -RING INFILTROMETER TEST AT BOTTOM ELEVATION OF STORMWATER BASIN AND VERIFY DESIGN INFILTRATION RATE OF 1.63 IN/HR. PROPOSED UTILITY LEGEND = HYDRANT $ = CURB STOP H = GATE VALVE = SANITARY MANHOLE = CLEANOUT = STORM MANHOLE / ® = CATCH BASIN / = CULVERT APRON E = WATER LINE \ _ = SANITARY LINE = STORM LINE 0' 20' 40' DESIGN *"TREE engineering + land surveying Corporate Office: 120 17th Ave W Alexandria, MN 56308 888-216-1916 AVA P R 0 P E R T I E 5 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME: MICHAEL J. GERBER DATE: 09/04/2024 LICENSE #: 56653 LINO LAKES 2.0 LINO LAKES, MN THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING DRAWN BY: RJK CHECKED BY: JEA PROJECT NO.: 10923008 NO. DATE DESCRIPTION UTILITY PLAN (SOUTH) DRAWING NO. C402 Attachment 6: Landscape Plans LANDSCAPE NOTES: • CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK. •• CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE AND RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE. • CONTRACTOR IS LIABLE FOR ALL DAMAGE RELATED TO CONTRACTORS ACTIVITY ON SITE AND RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE. • OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL RIGHT-OF-WAY. • COMPLETE WORK PER OWNERS CONSTRUCTION SCHEDULE AND COORDINATE WORK WITH OTHERS ON SITE. • PLANT MATERIAL SHALL COMPLY WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS I. L PLANT MATERIALS TO BE WARRANTED ONE •• (1) FULL YEAR FROM THE COMPLETION AND ACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT. •• WATER AND MAINTAIN ALL PLANT MATERIALS UNTIL ACCEPTED BY OWNER. • IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOW ON THE PLAN COMPARED TO THE PLANT LEGEND, THE PLAN TAKES PRECEDENCE. • ALL AREAS DISTURBED DURING CONSTRUCTION TO RECEIVE 6" OF TOPSOIL AND SOD UNLESS OTHERWISE SPECIFIED ON PLANS. •• VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY. •• REPLACEMENT TOPSOIL SHOULD BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS, ROCKS AND WEEDS. •• ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN. • SOD TO BE A KENTUCKY BLUEGRASS SEED VARIETY. •• NO GUARANTEE ON SOD EXCEPT SOD THAT IS NOT ACCEPTABLE AT TIME OF INSTALLATION. •• STAKE SOD ON SLOPES 3:1 AND GREATER. • PROVIDE BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH APPLICATION FOR ALL OTHER SEEDED AREAS SHALL BE HYDROMULCH OR DISCED STRAW DEPENDING ON SEED TYPE. • INSTALL BLACK VINYL EDGING AROUND ALL PLANTING BEDS AS SHOWN ON PLAN. • MULCH TO BE FINELY SHREDDED, UNDYED, HARDWOOD ORGANIC MULCH INSTALLED TO 4" DEPTH. •• NO WEED FABRIC BARRIER BENEATH ORGANIC MULCHES. •• TREES SHALL HAVE MULCH PULLED BACK 2" FROM BASE OF TRUNK. •• NO EDGING AROUND TREES OUTSIDE OF SHRUB BEDS. • ROCK MULCH SHALL BE 1-1/2" DIAMETER BUFF LIMESTONE ROCK INSTALLED TO 3" DEPTH WITH APPROVED WEED FABRIC BARRIER. • SWEEP AND MAINTAIN ALL PAVEMENT AREAS AFTER LANDSCAPE INSTALLATION IS COMPLETE AND ACCEPTED BY OWNER, DAILY CLEANING TO BE COMPLETED IF REQUIRED BY THE MUNICIPALITY. SEED NOTES: • SPRING SEEDING TO BE BETWEEN MARCH 15TH - MAY 15TH. • FALL SEEDING TO BE BETWEEN AUGUST 15TH - OCTOBER 15TH. •• NO SUMMER SEEDING ALLOWED. • PROVIDE EROSION CONTROL BLANKET ON ALL SIDE SLOPES. IRRIGATION NOTES: • IRRIGATE ENTIRE SITE, DESIGN SHOULD ENCOMPASS ALL LANDSCAPE AREAS WITH SOD AND •• PLANTINGS. MI IMIZE OVERSPRAY ON BUILDINGS AND PAVEMENT. •• DRIP IRRIGATION TO BE PROVIDED FOR ALL LANDSCAPE BEDS. • CONTRACTOR TO REVIEW MECHANICAL AND ELECTRICAL PLANS FOR WATER STUB OUT AND ELECTRICAL LOCATIONS. •• CONTRACTOR TO VERIFY WATER STUB OUT SIZE IS SUFFICIENT, NOTIFY OWNER OF ANY DEFICIENCY. •• CONTRACTOR TO VERIFY CONTROLLER LOCATION WITH OWNER BEFORE INSTALLATION. •• RPZ BACKFLOW PREVENTER TO BE USED AT WATER STUB OUT. •• PREFERRED CONTROLLER SHOULD BE A WATERSENSE WEATHER BASED IRRIGATION CONTROLLER (WBIC). • CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK. •• CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE AND RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE. • CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR IN ORDER TO PROVIDE ALL PVC SLEEVES AT A DEPTH OF 2'-0" BELOW FINISHED GRADE. MARK LOCATIONS OF PLACED PVC SLEEVES. • CONTRACTOR TO PLACE MAIN LINES MINIMUM 1'-6" BELOW FINISH GRADE, LATERAL LINES MINIMUM 1'-O' BELOW FINISH GRADE. • WIRES TO BE MINIMUM 16 AWG SOLID COPPER. SPLICE ONLY AT BOXES WITH MOISTURE RATED CONNECTORS. • VALVES BOXES AND COVERS SHOULD BE BEST COLOR TO MATCH WITH SURROUNDING LANDSCAPE. •• BOXES TO BE SET ON A BASE OF 3" MINIMUM DEPTH 3/4" CLEAR GRAVEL. •• PLACE BOXES IN LANDSCAPE BEDS WHEN POSSIBLE. • TRENCH BACKFILL TO BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS AND ROCKS. • CONTRACTOR TO PROVIDE AS -BUILT DRAWINGS TO OWNERS UPON COMPLETION OF WORK. PROTECT MAIN LEADER, REMOVE DEAD & \\ BROKEN BRANCHES STAKE & GUY AS NEEDED WRAP TREE, FALL INSTALLATION ONLY EXPOSE ROOT FLARE, SET AT FINISH GRADE 4" DEPTH MULCH, DO - NOT PLACE WITHIN 2" OF TRUNK FINISH GRADE CUT & REMOVE ALL - TWINE, BURLAP & WIRE BASKET, PLACE ON UNDISTURBED SOIL SUBGRADE MASTER LANDSCAPE PLANT LEGEND DECIDUOUS TREES BUR OAK BO 3 Quercus macrocarpa WHITE OAK WO 4 Quercus alba EXCLAMATION! SYCAMORE SY 8 Platanus x acerifolia 'Morton Circle' HORSE CHESTNUT HC 4 Aesculus hippocastanum URBAN PINNACLE BUR OAK UP 5 Quercus macrocarpa 'JFS-KW3' COMMON HACKBERRY CH 6 Celtis occidentalis AUTUMN GOLD GINKGO AG g Ginkgo biloba 'Autumn Gold' BOULEVARD LINDEN BL 7 Tilia americana 'Boulevard' STREETKEEPER HONEYLOCUST SK 6 Gleditsia tricanthos 'Draves' ORNAMENTAL TREES PARKLAND PILLAR BIRCH PP 6 Betula platyphylla 'Jefpark' EVERGREEN TREES AMERICAN LARCH AL 6 Larix laricina SWISS STONE ALGONQUIN PILLAR SS 11 Pinus cembra 'Algonquin Pillar' KOREAN SILVER SHOW FIR SF 11 Abies koreana 'Silver Show' SHRUBS NANNYBERRY VIBURNUM NV 27 Viburnum lentago TIGER EYES CUTLEAF STAGHORN SUMAC TE 25 Rhus typhina 'Bailtiger' REGENT SERVICEBERRY RS 17 Amelanchier alnifolia 'Regent' COMPACT AMERICAN VIBURNUM CV 17 Viburnum trilobum 'Bailey Compact' LITTLE LIME HYDRANGEA LL 12 Hydrangea paniculata 'Jane' ARCTIC FIRE DOGWOOD AF 38 Cornus stolonifera 'Farrow' DWARF BUSH HONEYSUCKLE BH 41 Diervilla lonicera GRO-LOW FRAGRANT SUMAC GL 6 Rhus aromatics 'Gro-Low' PERENNIALS RUSSIAN SAGE RS 14 Salvia yangii ORNAMENTAL GRASSES KARL FORESTER FEATHER REED GRASS KF 89 Calamagrotis x acutiflora 'Karl Forester' NORTHWIND SWITCH GRASS NS 64 Panicum virgatum 'Northwind' SEED 2.5" CAL. B&B 60'H x 60'W 2.5" CAL. B&B 60'H x 60'W 2.5" CAL. B&B 60'H x 45'W 2.5" CAL. B&B 55'H x 50'W 2" CAL. B&B 55'H x 25'W 2.5" CAL. B&B 50'H x 50'W 2.5" CAL. B&B 50'H x 30'W 2.5" CAL. B&B 50'H x 25'W 2.5" CAL. B&B 45'H x 20'W 1.5" CAL. B&B 40'H x 7'W 6' HT B&B 40'H x 15'W 4' HT B&B 25'H x 10'W 18" HT B&B 12'H x 8'W #5 CONT. POT 20'H x 10'W #2 CONT. POT 8'H x 8'W #5 CONT. POT 6'H x 6'W #2 CONT. POT 6'H x 6'W #3 CONT. POT 5'H x 5'W #2 CONT. POT 4'H x 4'W #2 CONT. POT 3'H x 3'W #2 CONT. POT 2'H x 8'W #1 CONT. POT WH x 3'W #1 CONT. POT 4'H x 2.5'W #1 CONT. POT 4'H x 2.5'W 731 SY + + + MNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED + + + + ALTERNATE). + L + W y W MNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR 1,204 SY APPROVED ALTERNATE). 717-71 5,857 SY i i i i MNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (OR i i i i / APPROVED ALTERNATE). SOD - 4,036 SY EDGING - 1,240 LF ROCK MULCH - 33 CY MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 13.5 CY REMOVE DEAD & BROKEN BRANCHES EXPOSE ROOT FLARE ---- SET AT FINISH GRADE 4" DEPTH MULCH FINISH GRADE <: SCARIFY & SPREAD ROOT MASS OVER -EXCAVATE 6" SU BG RAD E Know what's below. Call before you dig. SCALE: 1 "=40' 20 0 40 80 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR pF'?RT WA PREPARED BY ME ",:c'-NDF,' I", DIRECT SUPFR�'ISION '.iJL THAT I AM A DU' 1' .T'ENcE7 '_,vNDSCAPE ARCHITECT UN 'E�, i HE LAWS OF THE STATE OF NIwIESOTA. SIGN ^-URE: JOSEPH L. SCHEFFLER Expiration: 06-30-2026 License #: SSSy/ Date: 08-02-2024 PROJECT MANAGER LOUIE DRAWN BY J+L PROJECT NAME 77TH & LAKE LINO LAKES, MN ISSUE LOG 08-02-2024 SUBMITTAL jAVA P R O P E R T I E S 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 SHEET TITLE MASTER PLAN SHEET NUMBER L 10 1 LANDSCAPE PLANT LEGEND (NORTH) DECIDUOUS TREES WHITE OAK WO 4 2.5" CAL. B&B 60'H x 60'W Quercus alba EXCLAMATION! SYCAMORE SY 4 2,5" CAL. B&B 60'H x 45'W Platanus x acerifolia 'Morton Circle' URBAN PINNACLE BUR OAK UP 5 2" CAL. B&B 55'H x 25'W Quercus macrocarpa '3FS-KW3' COMMON HACKBERRY CH 2 2.5" CAL. B&B 50'H x 50'W Celtis occidentalis AUTUMN GOLD GINKGO AG 3 2.5" CAL. B&B 50'H x 30'W Ginkgo biloba 'Autumn Gold' STREETKEEPER HONEYLOCUST SK 3 2,5" CAL. B&B 45'H x 20'W Gleditsia tricanthos 'Draves' EVERGREEN TREES AMERICAN LARCH AL 3 6' HT B&B 40'H x 15'W Larix laricina SWISS STONE ALGONQUIN PILLAR SS 3 4' HT B&B 25'H x 10'W Pinus cembra 'Algonquin Pillar' KOREAN SILVER SHOW FIR SF 3 18" HT B&B 12'H x 8'W Abies koreana 'Silver Show' SHRUBS NANNYBERRY VIBURNUM NV 9 #5 CONT. POT 20'H x 10'W Viburnum lentago TIGER EYES CUTLEAF STAGHORN SUMAC TE 10 #2 CONT. POT 8'H x 8'W Rhus typhina 'Bailtiger' REGENT SERVICEBERRY RS 7 #5 CONT. POT 6'H x 6'W Amelanchier alnifolia 'Regent' COMPACT AMERICAN VIBURNUM CV 10 #2 CONT. POT 6'H x 6'W Viburnum trilobum 'Bailey Compact' ARCTIC FIRE DOGWOOD AF 10 #2 CONT. POT 4'H x 4'W Cornus stolonifera 'Farrow' DWARF BUSH HONEYSUCKLE BH 9 #2 CONT. POT 3'H x 3'W Diervilla lonicera PERENNIALS RUSSIAN SAGE RS 6 #1 CONT. POT 4'H x 3'W Salvia yangii ORNAMENTAL GRASSES KARL FORESTER FEATHER REED GRASS KF 32 #1 CONT. POT 4'H x 2.5'W Calamagrotis x acutiflora 'Karl Forester' SEED 234 SY + + + + + + + MNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED + + + + ALTERNATE). W W W I MNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR 305 SY W W W * * APPROVED ALTERNATE). i i i i 2,067 SY / / / / / MNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (OR / / / / / APPROVED ALTERNATE). SOD - 1,175 SY EDGING - 320 LF ROCK MULCH -8CY MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 5 CY LANDSCAPE REQUIREMENTS • CANOPY COVER SF REQUIRED = 40% OF VEHICULAR HARDSCAPESF •• 26,826 SF VEHICULAR SF = 10,730 SF OF CANOPY COVER REQUIRED •• 10,800 SF CANOPY COVER PROVIDED • FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGE SHRUBS PER 100 LF OF STREET FACING FOUNDATION •• 87 LF STREET FACING FOUNDATION = 2 LARGE TREES & 6 LARGE SHRUBS REQUIRED •• 2 LARGE TREES & 9 EDIUM SHRUBS PROVIDED • OPEN SPACE PLANTINGS = 1 LARGE TREES & 3 LARGE SEED SHRUBS S F OPEN SPACE •• 31,,323 SF OPEN SPACE = 16 LARGE TREES & 46 LARGE SHRUBS REQUIRED •• 18 LARGE TREES PROVIDED & 42 LARGE 10 MEDIUM SHRUBS PROVIDED (SMALL CONIFEROUS TREES SUBSTITUTED AS SHRUBS) • FRONT BUFFER YARD = 30" TALL CONTINUOUS BUFFER BETWEEN PUBLIC ROW •• 1 LARGE TREE FOR EVERY 50 FT OF BUFFER •• 70 LF OF BUFFER = 2 TREES REQUIRED •• 2 TREES PROVIDED & BUFFER SF(3) • REAR BUFFER YARD = CONTINUOUS BUFFER BETWEEN LESS INTENSIVE U SE PARCEL •• 1 LARGE TREE FOR EVERY 50 FT OF BUFFER PROTECT MAIN LEADER, REMOVE DEAD & BROKEN BRANCHES l\l STAKE & GUY AS NEEDED WRAP TREE, FALL INSTALLATION ONLY EXPOSE ROOT FLARE, SET AT FINISH GRADE 4" DEPTH MULCH, DO NOT PLACE WITHIN 2" OF TRUNK _• :', \ \ \ FINISH GRADE NA CUT & REMOVE ALL TWINE, BURLAP & WIRE BASKET, PLACE ON UNDISTURBED SOIL SU BG RAD E •• 220 LF OF BUFFER = 5 LARGE TREES REQUIRED •• 7 LARGE TREES PROVIDED & BUFFER SS (3) TWO (4)1 REMOVE DEAD & BROKEN BRANCHES EXPOSE ROOT FLARE, SET AT FINISH GRADE 4" DEPTH MULCH FINISH GRADE SCARIFY & SPREAD \ ROOT MASS OVER -EXCAVATE 6" " SUBGRADE Know what's below. r Call before you dig. SCALE: 1 "=20' \\\\\\\\\\ 10 0 20 40 I ICH (2)1 M NV (3) TE (6) SOD 4' SOD STRIP ORN 3" ROCK GBH (9)1 y 1 y y SOD y y y y y y y y y y y y y y y y y y y y y y y k k k k k k k k k k k k k k k k k y y k k k k k k k k X k k y k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k y X k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k X k k k k k k k k k k y y y k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k y y k k k k k k k k k k k k k k k k k k k k k k k k k k k y y k k k k k k k k k k k k k k k k k y y y y y y y y y y y y � y y y y y y y y y y y y y y y y y y y y y y y y y IRS (6)1 ROCK SEE i (3) i I I Lu 10 ~ ai >1 Q W 4 U � Z J G ,Z Z 4 (Y3 J f a� I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR pF'?RT VIA- -PREPARED BY ME '':�'_NDF; I "v DIRECT SUPFR�'ISION '.iJL 7 HAT I AM A DU' 1' .T'_ENcE7 '_raNDSCAPE ARCHITECT UNL,E,'_ THE LAWS OF THE STATE OF h.l"'JESOTA. SIGN ^7URE: JOSEPH L. SCHEFFLER Expiration: 06-30-2026 License #: 55597 Date: 08-02-2024 PROJECT MANAGER LOUIE DRAWN BY J+L PROJECT NAME 77TH & LAKE LINO LAKES, MN ISSUE LOG 08-02-2024 SUBMITTAL AVA P R O P E R T I E S 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 SHEET TITLE LANDSCAPE l I PLAN SHEET NUMBER L102 LANDSCAPE PLANT LEGEND (MIDDLE) DECIDUOUS TREES EXCLAMATION! SYCAMORE SY 4 2,5" CAL. B&B 60'H x 45'W Platanus x acerifolia 'Morton Circle' HORSE CHESTNUT HC 4 2.5" CAL. B&B 55'H x 50'W Aesculus hippocastanum COMMON HACKBERRY CH 4 2.5" CAL. B&B 50'H x 50'W Celtis occidentalis BOULEVARD LINDEN BL 4 2.5" CAL. B&B 50'H x 25'W Tilia americana 'Boulevard' STREETKEEPER HONEYLOCUST SK 3 2,5" CAL. B&B 45'H x 20'W Gleditsia tricanthos 'Draves' ORNAMENTAL TREES PARKLAND PILLAR BIRCH PP 6 1.5" CAL. B&B 40'H x 7'W Betula platyphylla 'Jefpark' EVERGREEN TREES AMERICAN LARCH AL 3 6' HT B&B 40'H x 15'W Larix laricina SWISS STONE ALGONQUIN PILLAR SS 3 4' HT B&B 25'H x 10'W Pinus cembra 'Algonquin Pillar' KOREAN SILVER SHOW FIR SF 5 18" HT B&B 12'H x 8'W Abies koreana 'Silver Show' SHRUBS TIGER EYES CUTLEAF STAGHORN SUMAC TE 6 #2 CONT. POT 8'H x 8'W Rhus typhina 'Bailtiger' REGENT SERVICEBERRY RS 10 #5 CONT. POT 6'H x 6'W Amelanchier a/nifolia 'Regent' COMPACT AMERICAN VIBURNUM CV 7 #2 CONT. POT 6'H x 6'W Viburnum trilobum 'Bailey Compact' LITTLE LIME HYDRANGEA LL 12 #3 CONT. POT 5'H x 5'W Hydrangea paniculata 'Jane' ARCTIC FIRE DOGWOOD AF 10 #2 CONT. POT 4'H x 4'W Cornus stolonifera 'Farrow' DWARF BUSH HONEYSUCKLE BH 20 #2 CONT. POT 3'H x 3'W Diervilla lonicera GRO-LOW FRAGRANT SUMAC GL 6 #2 CONT. POT 2'H x 8'W Rhus aromatica 'Gro-Low' ORNAMENTAL GRASSES KARL FORESTER FEATHER REED GRASS KF 36 #1 CONT. POT 4'H x 2.5'W Ca/amagrotis x acutiflora 'Karl Forester' NORTHWIND SWITCH GRASS NS 34 #1 CONT. POT 4'H x 2.5'W Panicum virgatum 'Northwind' SEED 424 SY + + + + + + + MNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED + + + + ALTERNATE). 761 SY W W W \ MNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR W APPROVED ALTERNATE). i� 1,289 SY i d MNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (OR i ; APPROVED ALTERNATE). SOD - 1,618 SY EDGING - 480 LF ROCK MULCH - 16 CY MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 5 CY LANDSCAPE REQUIREMENTS • CANOPY COVER SF REQUIRED = 40% OF VEHICULAR HARDSCAPE SF •• 27,042 SF VEHICULAR SF = 10,817 SF OF CANOPY COVER REQUIRED •• 12,200 SF CANOPY COVER PROVIDED • FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGE SHRUBS PER 100 LF OF STREET FACING FOUNDATION •• 170 LF STREET FACING FOUNDATION = 4 LARGE TREES & 11 LARGE SHRUBS REQUIRED •• 6 MEDIUM TREES & 22 MEDIUM SHRUBS PROVIDED • OPEN SPACE PLANTINGS = 1 LARGE TREES & 3 LARGE SHRUBS SF OPENACEN SPACE ••15 LARGE TREES & 46 LARGE SHRUBS REQUIRED 18 LARGE TREES PROVIDED & 30 LARGE & 26 MEDIUM SHRUBS PROVIDED (SMALL CONIFEROUS TREES SUBSTITUTED AS SHRUBS) • FRONT BUFFER YARD = 30" TALL CONTINUOUS BUFFER BETWEEN PUBLIC ROW •• 1 LARGE TREE FOR EVERY 50 FT OF BUFFER •• 125 LF OF BUFFER = 3 TREES REQUIRED •• 4 TREES PROVIDED & BUFFER • REAR BUFFER YARD = CONTINUOUS BUFFER BETWEEN LESS •• INTENSIVE 1 LARGE TREE FOR EVERY 50 FT OF BUFFER •• 311 LF OF BUFFER = 7 LARGE TREES REQUIRED •• 7 LARGE TREES PROVIDED & BUFFER PROTECT MAIN LEADER, REMOVE DEAD & BROKEN BRANCHES l\l STAKE & GUY AS NEEDED WRAP TREE, FALL INSTALLATION ONLY 3 EXPOSE ROOT FLARE, SET AT FINISH GRADE 4" DEPTH MULCH, DO NOT PLACE WITHIN 2" OF TRUNK FINISH GRADE CUT & REMOVE ALL ;.".: '; // PLA E ONWIRE ����// BASKET, IBURLAP 1 , .,///1. UNDISTURBED SOIL j//// :... .........:..... SU BG RAD E REMOVE DEAD & BROKEN BRANCHES EXPOSE ROOT FLARE, SET AT FINISH GRADE 4" DEPTH MULCH FINISH GRADE SCARIFY & SPREAD \ ROOT MASS OVER -EXCAVATE 6" / SUBGRADE 1 y y / y y y y I y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y — y k k X k k k k k y k k k k k k k y k k k k k k k k k k k y k k k k k k k k X k k k k k k k k y y k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k � y k k k k k k k k k k k k k k k k k k k k k k k k k k k k k x k k k k k k k k k k k k k y y k k k k k k k k k k k k k k k k;,,- k k k k k k k k k k k k k k k k k k k k >1k kkkkk kk k kk k kk k k k k k k k kkk kkk k k k k k k k k k k k k y kk k k k k k k k kk ky yyyyyy yyy y y y y y y y y _ter I 4'SOD ST Pf / ALL (3� so I I / / s0 L_ � y HC (2) • KF (21 MULCH GL (3) 3"ROCK MULCH " ROCK MULCH IKF (I SEE I � I MAL 3" ROCK MULCH I PP (3) i I I I I I I I SOD / y i _ o _ y _ - s------------�- y y k_�—k k k k x k k k X k k k k k k k k k y k k k k k k k k k k k k k k k k k k k k k k k x k k k k _ y y y k k i k k k k k k k k k k k k k k k k k k k k k k k \ k k k k k k k k k k k I fl ` -- CH (4) AF (10) SOD \ SO I I SEED / I / Know what's below — — — Call before you dig. SCALE: 1 "=20' 10 0 20 40 Lu 10 Q W� a U � 1 U) i O ' Q J 14 G ,Z J f aLU I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR pF'?RT VIA PREPARED BY ME ',!�'_NDF; I "v DIRECT SUPFR�'ISION '.iJL THAT I AM A DU' 1' .T'_ENcE7 '_raNDSCAPE ARCHITECT UNL`E:'_ THE LAWS OF THE STATE OF h.l"'JESOTA. SIGN ^7URE: JOSEPH L. SCHEFFLER Expiration: 06-30-2026 License #: 55597 Date: 08-02-2024 PROJECT MANAGER LOUIE I �DRAWN BY I • I= J+L I I I PROJECT NAME I I 77TH & LAKE I I ° LINO LAKES, MN I II 10 I ISSUE LOG / / / 08-02-2024 SUBMITTAL I I . I I I s II I I 0 JAVA P R O P E R T I E S 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 SHEET TITLE LANDSCAPE PLAN SHEET NUMBER L103 LANDSCAPE PLANT LEGEND (SOUTH) DECIDUOUS TREES BUR OAK BO 3 2.5" CAL. B&B 60'H x 60'W Quercus macrocarpa AUTUMN GOLD GINKGO AG 5 2.5" CAL. B&B 50'H x 30'W Ginkgo biloba 'Autumn Gold' BOULEVARD LINDEN BL 3 2.5" CAL. B&B 50'H x 25'W Tilia americana 'Boulevard' EVERGREEN TREES SWISS STONE ALGONQUIN PILLAR SS 5 4' HT B&B 25'H x 10'W Pinus cembra 'Algonquin Pillar' KOREAN SILVER SHOW FIR SF 3 18" HT B&B 12'H x 8'W Abies koreana 'Silver Show' SHRUBS NANNYBERRY VIBURNUM NV 18 #5 CONT. POT 20'H x 10'W Viburnum lentago TIGER EYES CUTLEAF STAGHORN SUMAC TE 9 #2 CONT. POT 8'H x 8'W Rhus typhina 'Bailtiger' DWARF BUSH HONEYSUCKLE BH 12 #2 CONT. POT 3'H x 3'W Diervilla lonicera AMBER JUBILEE NINEBARK AJ 9 #2 CONT. POT 5'H x 4'W Physocarpus opulifolius 'Jefam' ARCTIC FIRE DOGWOOD AF 18 #2 CONT. POT 4'H x 4'W Cornus stolonifera 'Farrow' PERENNIALS RUSSIAN SAGE RS 8 #1 CONT. POT 4'H x 3'W Salvia yangii ORNAMENTAL GRASSES KARL FORESTER FEATHER REED GRASS KF 21 #1 CONT. POT 4'H x 2.5'W Calamagrotis x acutiflora 'Karl Forester' NORTHWIND SWITCH GRASS NS 30 #1 CONT. POT 4'H x 2.5'W Panicum virgatum 'Northwind' SEED 73 SY + + + + + + + MNDOT SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED + + + + ALTERNATE). 138 SY W W W MNDOT SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR APPROVED ALTERNATE). 2,501 SY MNDOT SEED MIX 25-131 - LOW MAINTENANCE TURF (OR APPROVED ALTERNATE). SOD - 1,243 SY EDGING - 440 LF ROCK MULCH -9CY MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 3.5 CY REMOVE DEAD & BROKEN BRANCHES EXPOSE ROOT FLARE, SET AT FINISH GRADE 4" DEPTH MULCH FINISH GRADE SCARIFY & SPREAD ROOT MASS OVER -EXCAVATE 6" / SUBGRADE 0 _ ------ > r 1 I I LANDSCAPE REQUIREMENTS • CANOPY COVER SF REQUIRED = 40% OF VEHICULAR HARDSCAPESF •• 20,121 SF VEHICULAR SF = 8,048 SF OF CANOPY COVER REQUIRED •• 8,400 SF CANOPY COVER PROVIDED • FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGE SHRUBS PER 100 LF OF STREET FACING FOUNDATION •• 86 LF STREET FACING FOUNDATION = 2 LARGE TREES & 6 LARGE SHRUBS REQUIRED •• 2 LARGE TREES & 9 MEDIUM SHRUBS PROVIDED • OPEN SPACE PLANTINGS = 1 LARGE TREES & 3 LARGE SHRUBS PER 2,000 SF OPEN SPACE •• 35,170 SF OPEN SPACE = 18 LARGE TREES & 53 LARGE SHRUBS REQUIRED 11 LARGE TREES PROVIDED + 9 EXISTING & 35 LARGE & 30 MEDIUM SHRUBS PROVIDED (SMALL CONIFEROUS TREES SUBSTITUTED AS SHRUBS) • FRONT BUFFER YARD = 30 TALL CONTINUOUS BUFFER BETWEEN PUBLIC ROW •• 1 LARGE TREE FOR EVERY 50 FT OF BUFFER •• 225 LF OF BUFFER = 5 TREES REQUIRED •• 5 TREES PROVIDED & BUFFER • REAR BUFFER YARD = CONTINUOUS BUFFER BETWEEN LESS INTENSIVE USE PARCEL •• 1 LARGE TREE FOR EVERY 50 FT OF BUFFER •• 159 LF OF BUFFER = 4 LARGE TREES REQUIRED •• 8 MEDIUM TREES PROVIDED & BUFFER PROTECT MAIN LEADER, REMOVE DEAD & BROKEN BRANCHES l\l STAKE & GUY AS NEEDED WRAP TREE, FALL INSTALLATION ONLY 3 EXPOSE ROOT FLARE, SET AT FINISH GRADE 4" DEPTH MULCH, DO NOT PLACE WITHIN 2" OF TRUNK FINISH GRADE CUT & REMOVE ALL TWINE, BURLAP & WIRE BASKET, PLACE ON ������ ���j��� '•:.:Y .'::.': •,,.':, UNDISTURBED SOIL :.:.::::^'':. _"W__—� SUBGRADE \��\/N Know what's below. r Call before you dig. X��� SCALE: 1 "=20' 10 0 20 40 101 0 I / k 'SOD STRIP M ITE (3)1 SEE G i /� J 7 /,�Fl �1A• aA� �► o rerA �a11�Oh�� �•'' ill n�- �r 16)� ■ � I I I II II II II II AL / / I II I II \ I R K MULCH SO D ` SOD 4&l IAF D / Sc �i / / 4 D STRIP EEUI 0 LU �Ujv Q W a U � Z J G IZ Z 4 � J f a� I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR pF'?RT VITA PREPARED BY ME ',!�'_NDF; I "v DIRECT SUPFR�'ISION ',iJL THAT I AM A DU' 1' .T'_ENcE7 '_rANDSCAPE ARCHITECT UNL,E,'. THE LAWS OF THE STATE OF 111wJESOTA. SIGN ^7URE: JOSEPH L. SCHEFFLER Expiration: 06-30-2026 License #: 55597 Date: 08-02-2024 PROJECT MANAGER LOUIE I DRAWN BY J+L IPROJECT NAME 77TH & LAKE I I LINO LAKES, MN F ISSUE LOG I08-02-2024 SUBMITTAL I I I I I $ I I I I I I AVA P R O P E R T I E S 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 I I SHEET TITLE I I LANDSCAPE I PLAN I I SHEET NUMBER I �I L 104 BOXELDER MAPLE EXISTING TREE LEGEND 118 8 REMOVE 8 Acer nedundo BOXELDER MAPLE ID# SPECIES SIZE STATUS REMOVAL 119 Acer nedundo 10 REMOVE 10 (CAL.") (CAL.") BOXELDER MAPLE 12 RED PINE 16 REMOVE 16 120 Acer nedundo 16 REMOVE 16 Pinus resinosa BOXELDER MAPLE SILVER MAPLE 121 16 REMOVE 16 13 Acer saccharinum 56 REMOVE 56 Acer nedundo BOXELDER MAPLE SILVER MAPLE 122 DEAD 14 43 REMOVE 43 Acer nedundo Acer saccharinum BOXELDER MAPLE 15 RED PINE 16 REMOVE 16 123 Acer nedundo 15 REMOVE 15 Pinus resinosa BOXELDER MAPLE SILVER MAPLE 124 16 REMOVE 16 16 33 REMOVE 33 Acer nedundo Acer saccharinum BOXELDER MAPLE SILVER MAPLE 125 6 REMOVE 6 17 109 REMOVE 109 Acer nedundo Acer saccharinum AMERICAN ELM 18 RED PINE 12 REMOVE 12 127 Ulmus americana 7 REMOVE 7 Pinus resinosa BOXELDER MAPLE 19 RED PINE 24 REMOVE 24 128 Acer nedundo 9 REMOVE 9 Pinus resinosa BLUE SPRUCE SILVER MAPLE 129 12 REMOVE 12 20 58 REMOVE 58 Picea pungens Acer saccharinum COMMON HACKBERRY 21 SILVER MAPLE 60 REMOVE 60 130 Celtis occidentalis 15 REMOVE 15 Acer saccharinum AMERICAN ELM 22 RED PINE 16 REMOVE 16 131 Ulmus americana 18 REMOVE 18 Pinus resinosa BLUE SPRUCE 23 RED OAK 18 REMOVE 18 132 Picea pungens 14 DEAD Quercus rubra BLUE SPRUCE 24 RED OAK 9 REMOVE 9 133 Picea pungens 13 DEAD Quercus rubra AMERICAN ELM 25 RED PINE 22 REMOVE 22 134 Ulmus americana 7 REMOVE 7 Pinus resinosa BOXELDER MAPLE 26 WHITE POPLAR 8 REMOVE 8 135 Acer nedundo 9 REMOVE 9 Populus alba AMERICAN LINDEN 27 WHITE POPLAR 13 REMOVE 13 136 Tilia americana 28 REMOVE 28 Populus alba GREEN ASH 28 RED PINE 17 REMOVE 17 137 Fraxinus pennsylvanica 10 REMOVE 10 Pinus resinosa RED PINE 87 RED PINE 21 REMOVE 21 138 Pinus resinosa 15 REMOVE 15 Pinus resinosa RED PINE 89 BOXELDER MAPLE 11 REMOVE 11 139 Pinus resinosa 20 REMOVE 20 Acer nedundo RED PINE 90 RED PINE 15 REMOVE 15 140 Pinus resinosa 26 REMOVE 26 Pinus resinosa BOXELDER MAPLE 91 RED PINE 17 REMOVE 17 141 Acer nedundo 26 REMOVE 26 Pinus resinosa BOXELDER MAPLE 92 RED PINE 29 REMOVE 29 142 Acer nedundo 10 REMOVE 10 Pinus resinosa BLUE SPRUCE 93 RED PINE 16 REMOVE 16 143 Picea pungens 18 REMOVE 18 Pinus resinosa RED PINE 94 BLUE SPRUCE 12 REMOVE 12 144 Pinus resinosa 14 DEAD Picea pungens RED PINE 95 BLUE SPRUCE 9 DEAD 145 Pinus resinosa 21 REMOVE 21 Picea pungens BLUE SPRUCE BLUE SPRUCE 146 12 REMOVE 12 97 12 DEAD Picea pungens Picea pungens BLUE SPRUCE 98 BLUE SPRUCE 9 DEAD 147 Picea pungens 14 REMOVE 14 Picea pungens BLUE SPRUCE 99 BLUE SPRUCE 20 REMOVE 20 148 Picea pungens 20 REMOVE 20 Picea pungens BLUE SPRUCE GREEN ASH 149 14 REMOVE 14 101 14 REMOVE 14 Picea pungens Fraxinus pennsylvanica BLUE SPRUCE BLUE SPRUCE 150 22 REMOVE 22 102 17 REMOVE 17 Picea pungens Picea pungens WHITE POPLAR 103 BLUE SPRUCE 10 REMOVE 10 151 Populus alba 41 REMOVE 41 Picea pungens GREEN ASH 104 BLUE SPRUCE 15 DEAD 152 Fraxinus pennsylvanica 14 REMOVE 14 Picea pungens BLUE SPRUCE AMERICAN ARBORVITAE 153 15 REMOVE 15 105 6 REMOVE 6 Picea pungens Thuja occidentalis BOXELDER MAPLE 106 AMERICAN ARBORVITAE 6 DEAD 155 Acer nedundo 7 REMAIN Thuja occidentalis BOXELDER MAPLE 107 AMERICAN ELM 8 REMOVE 8 156 Acer nedundo 13 REMAIN Ulmus americana BOXELDER MAPLE 108 AMERICAN ELM 13 REMOVE 13 157 Acer nedundo 10 REMAIN Ulmus americana BOXELDER MAPLE 109 BLUE SPRUCE 9 DEAD 158 Acer nedundo 13 REMAIN Picea pungens AMERICAN ELM 110 BLUE SPRUCE 12 DEAD 159 Ulmus americana 23 REMAIN Picea pungens AMERICAN ELM 111 SUGAR MAPLE 18 REMOVE 18 160 Ulmus americana 12 REMAIN Acer Ssaccharum BOXELDER MAPLE 112 RED PINE 10 DEAD 161 Acer nedundo 13 REMAIN Pinus resinosa BUCKTHORN 113 RED PINE 12 REMOVE 12 165 Rhamnus cathartica 15 REMOVE 15 Pinus resinosa SILVER MAPLE 114 AMERICAN ELM 13 REMOVE 13 163 Acer saccharinum 51 REMAIN Ulmus americana BLACK ALDER WHITE POPLAR 164 10 REMAIN 115 21 REMOVE 21 Alnus glutinosa Populus alba BUCKTHORN AMERICAN ELM 165 6 REMOVE 116 Ulmus americana 8 REMOVE 8 Rhamnus cathartics AMERICAN ELM TOTAL TOTAL 117 9 REMOVE 9 INCHES INCHES Ulmus americana 1606 1325 i i o TOZS . T027 T026 I I Tots I j023 724 I / I T022 / I T021 il 00000•000:o - T020 T019 �I `i01S T017 • T016 I, I T015 1 j I T014 I ,Y o� 1 I To13 12 N \ ------------- - --_ j.. Know what's below. Call before you dig. SCALE: 1 "=40' 20 0 40 80 - I II to I ro _ /f092 —� T087 �T089 T091 r095 I Ic I I II -I T150 II y. I �T148 I �T146 L T1544 —T14 T147 �151 yT 43� I I 153 I i Tls2 I I T156 I i }�ns� n64 T157 T/TIs9 +1 _ JT[ T160 --- 1 1T161 1T163 T165 I �T162 i,Fj I II I - I 05 T102 T101 1 `T� T10 T104 �r J �— I 1 *,{ T138 'Am T139. T140 '------------- 1 I �TI18�19 T133— T154 lT131 141 / T1 �- T132 T142 I r121 �' �'� `T1?i r11Z4 -� l T125 �.Fl ,` T12 7 �T134 — m i . . ....... . '.. LU �~v 'FmQ w= a U Z Q rJ^ V G ,Z z a � J f a� I HEREBY CERTIFY THAT THIS PLAN, • SPECIFICATION, OR pF'?RT VIA PREPARED BY ME ''4'.NDF, I "v DIRECT SUPFR\'ISION '.iJL THAT I AM A DU' V ,T'-ENcE7 '-rANDSCAPE ARCHITECT UN"L,E,, THE LAWS OF THE ISTATE OF 11.1wJESOTA. SIGN^7URE: i JOSEPH L. SCHEFFLER / Expiration: 06-30-2026 I / License #: 55597 i Date: 08-02-2024 .lo II PROJECT MANAGER I I LOUIE iI DRAWN BY .�I I I + L PROJECT NAME 77TH & LAKE .I I LINO LAKES, MN I ISSUE LOG I/ 08-02-2024 SUBMITTAL i AVA P R O P E R T I E S 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 SHEET TITLE TREE REMOVAL 1 , PLAN SHEET NUMBER L105 Attachment 7: Architectural Plans N Q I m z 0 _J m LI J Y Q J z a m 0 z 0 J Z) m w Y a J 0 z Q 6 E 0 c LL T.O. MASONRY EL. = 122 -4 OL T.O. MASONRY EL. = 120 -8 FINISHED FLOOR EL. = 100 -0 PREFINI')HED IN'�T"' FIRESTONE COLOR: CI TYS( E.I.F.S SYSTEM DRYVIT SANDP COLOR: AMARI INTEGRAL COL, GLEN -GERM COLOR: BROW STONE VENEEF CORONADO HC COLOR: PALON P 14V✓ILL✓ �"�LVIVIIIV VIVI J I VI\LI 1\VIV I FIRESTONE 5 SOUTH ELEVATION COLOR: BLACK A2 SCALE: 1/8" = 1'-0" WEST ELEVATION A2 SCALE: 1/8" = 1'-0" 3 NORTH ELEVATION A2 SCALE: 1/8" = 1'-0" IIV ILVI\/'1L \�\JLUIX UI\IVr\ GLEN -GERM 2 EAST ELEVATION COLOR: MT RUSHMORE SCALE: 1/8" = 1'-0" MATERIAL CALCULATIONS (1.897 S.F. CLASS 1 (50% MIN COMPOSED OF 3 MATERIALS) BRICK 1 320/1,897 = 16.9% BRICK II 460/1,897 = 24.2% GLASS 464/1,897 = 24.5% STONE 193/1,897 = 10.2% TOTAL = 75.8% > 50% MIN (25% MAX.) ;. 460/1,897 TOTAL = 24.2% = 24.2% < 25% MAX = 100.0% MATERIAL CALCULATIONS (1.820 S.F. CI ASS 1 1 MIN COMPOSED OF 3 MATERIALS) 184/1,820 = 10.1 % 1,199/1,820 = 65.9% 0/1,820 = 0.0% 348/1,820 = 19.1% = 95.1 % > 50% MIN 25% MAX.) 89/1,820 = 4.9% 4.9% < 25% MAX 'OTAL = 100.0% MATERIAL CALCULATIONS (1.820 S.F. CLASS 1 (50% MIN COMPOSED OF 3 MATERIALS) BRICK 1 184/1,820 = 10.1% BRICK II 1,199/1,820 = 65.9% GLASS 0/1,820 = 0.0% STONE 348/1,820 = 19.1% TOTAL = 95.1 % > 50% MIN CLASS III (25% MAX.) E.I.F.S. 89/1,820 = 4.9% TOTAL = 4.9% < 25% MAX ULTIMATE TOTAL = 100.0% MATERIAL CALCULATIONS (1.820 S.F. 0% MIN COMPOSED OF 3 MATERIALS) 184/1,820 = 10.1 % 1,001/1,820 = 55.0% 0/1,820 = 0.0% 348/1,820 = 19.1% = 84.2% > 50% MIN 25% MAX.) 287/1,820 = 15.8% = 15.8% < 25% MAX OTAL = 100.0% FLOOR PLAN SCALE: 1/8" = 1'-0 r1l PL L A M P E R T A R C H I T E C T S 420 Summit Avenue •�• St. Paul, MN 55102 101 Phone:763.755.1211 Fax:763.757.2849 lampert®lampert-orch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY LICENSED ARCHITECT UNXW E LAWS OF THE AS;�f�E OTA, �1N_ SI ATIJ LE "PE T PRINT - ` 1366669 V ucl J TE ® VA P R O P E R T I E S 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 3- w U Y Z r) A1 J J � z Y t� 2 G"'%i J � O o CL J O Cie Copyright 2024 Leonard Lampert Architects Inc. Project Designer: A ESPIE Drown By: ALE Checked By: ILL Revisions (] /Q /')A DDCI 11AIAI ADV FLOOR PLAN UILDING ELEVATIONS Sheet Number Project No. N < I m c� z 0 _J m W Y < J 0 z a m c� z 0 _J Z) m w Y < J 0 z < iv E 0 c a� L� EAST SCALE: MATERIAL CALCULATIONS (957 S.F. CLASS 1 (50% MIN COMPOSED OF 3 MATERIALS) BRICK 1 213/957 = 22.3% BRICK II 274/957 = 28.6% GLASS 78/957 = 8.1% TOTAL = 59.0% > 50% MIN CLASS II R.F. BILK 211 /957 TOTAL CLASS III (25% MAX.) E.I.F.S. 181 /957 TOTAL ULTIMATE TOTAL PREFINISHED ME FIRESTONE COLOR: CHARC( E.I.F.S SYSTEM SENERGY FINE COLOR: STORM T.O. PARAPET EL. 118 -0 INTEGRAL COLO[ HEBRON BRICK COLOR: OPUS INTEGRAL COLO[ GLEN -GERM COLOR: BROWN FINISHED FLOOR EL. 100 -0 INTEGRAL COLO[ AMCON ROCKFA COLOR: OAK #� = 22.1% = 22.1% 18.9% 18.9% < 25% MAX rili111111 �! ELEVATION 1/8" = 1'-0" NORTH ELEVATION SCALE: 1 /8" = 1'-0" WEST ELEVATION SCALE: 1 /8" = 1'-0" M Mr r I A I I C"1 I rr1 \Ir-rAI MATERIAL CALCULATIONS (2.300 S.F. CLASS 1 (50% MIN COMPOSED OF 3 MATERIALS) BRICK 1 483/2,300 = 21.0% BRICK II 582/2,300 = 25.3% GLASS 276/2,300 = 12.0% TOTAL = 58.3% > 50% MIN CLASS II R.F. BILK 547/2,300 = 23.8% TOTAL = 23.8% CLASS III (25% MAX.) E.I.F.S. 412/2,300 = 17.9% TOTAL = 17.9% < 25% MAX ULTIMATE TOTAL = 100.0% SOUTH ELEVATION SCALE: 1 /8" = 1'-0" FIRESTONE TOTAL = 53.3% > 50% MIN COLOR: BLACK CLASS II R.F. BILK 505/2,276 = 22.2% TOTAL = 22.2% CLASS III (25% MAX.) E.1.F.S. 558/2,276 = 24.5% TOTAL = 24.5% < 25% MAX ULTIMATE TOTAL = 100.0% MATERIAL CALCULATIONS (957 S.F. CLASS 1 (50% MIN COMPOSED OF 3 MATERIALS) BRICK 1 213/957 = 22.3% 2 BRICK II 254/957 = 26.5% A2 GLASS 98/957 = 10.2% TOTAL = 59.0% > 50% MIN CLASS II R.F. BILK 211/957 TOTAL CLASS III (25% MAX.) E.I.F.S. 181 /957 TOTAL ULTIMATE TOTAL = 22.1% = 22.1% 18.9% 18.9% < 25% MAX 0 00 00I N 00 00 I N FLOOR PLAN SCALE: 1 /8" = 1'-0 25-0" 50'-0" 5,878 S.F -�m 25-0" L A M P E R T A R C H I T E C T S 420 Summit Avenue •�• St. Paul, MN 55102 101 Phone:763.755.1211 Fax:763.757.2849 lampert®lampert-orch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY LICENSED ARCHITECT UNDOE LAWS OF THE S;,Tq 111III E OTA. SI ATURE Or LEOPE T PRINT •` it 13669 ucl J COTE ') VA P R O P E R T I E S 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 U w Y Z Q 0 4-0 0 J J � Z) Z W Y �a 2 � J � 0 o 0. J O Ce L.L. Copyright 2024 Leonard Lampert Architects Inc. Project Designer: A ESPIE Drown By: ALE Checked By: ILL Revisions n /17, A DDCI IKAIAI ADV FLOOR PLAN UILDING ELEVATIONS Sheet Number A2 Project No. MATERIAL CALCULATIONS (712 S.F. CLASS 1 (50% MIN COMPOSED OF 3 MATERIALS) BRICK 1 118/712 = 16.6% BRICK II 464/712 = 65.2% GLASS 63/712 = 8.8% TOTAL = 90.6% > 50% MIN CLASS III (25% MAX.) E.1.F.S. 67/712 TOTAL ULTIMATE TOTAL N Q I U c� z 0 _J M w Y Q J 0 z a U 0 z 0 _J Z) m w Y a J 0 z Q E 0 c a) LL- = 9.4% = 9.4% < 25% MAX = 100.0% MATERIAL CALCULATIONS (1.168 S.F. CLASS 1 (50% MIN COMPOSED OF 3 MATERIALS) BRICK 1 461/1,168 = 39.4% BRICK 11 107/1,168 = 9.2% GLASS 314/1,168 = 26.9% TOTAL = 75.7% > 50% MIN CLASS III (25% MAX.) E.I.F.S. 286/1,168 = 24.5% TOTAL = 24.5% < 25% MAX ULTIMATE TOTAL = 100.0% 4 SOUTH ELEVATION /�2 SCALE: 1/8" = 1'-0" T.O. PARAPET EL. 121 —8 PREFINISHED METAL CANOPY FIRESTONE COLOR: CITYSCAPE ANODIZED ALUMINUM STOREF FIRESTONE COLOR: CLEAR A$ FINISHED FLOOR EL. 100 —0 MATERIAL CALCULATIONS (1.199 S.F. 5 WEST ELEVATION SCALE: 1/8" = 1'-0" MATERIAL CALCULATIONS (677 S.F. CLASS 1 (50% MIN COMPOSED OF 3 MATERIALS) BRICK 1 344/677 = 50.8% BRICK II 125/677 = 18.5% 3 NORTH ELEVATION GLASS 42/677 = 6.2% A2 SCALE: 1/8" = 1'-0" TOTAL = 75.5% > 50% MIN CLASS III (25% MAX.) E.I.F.S. 166/677 = 24.5% TOTAL = 24.5% < 25% MAX ULTIMATE TOTAL = 100.0% 5 A2 PREFINISHED METAL FIRESTONE COLOR: CITYSCAPE �i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII __= __= IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MIN =_ IIIIIIIIIIIIIIIY'■ 111111111�' =='11111111111111Alm ■�� _—_ ',��_—_ice CLASS 1 (50% MIN COMPOSED OF 3 MATERIALS) BRICK 1 293/1,199 = 24.4% BRICK II 356/1,199 = 29.7% GLASS 341 /1,199 = 28.5% TOTAL = 82.6% > 50% MIN CLASS III (25% MAX.) E.I.F.S. 209/1,199 TOTAL = 17.4% = 17.4% < 25% MAX 2 EAST ELEVATION SCALE: 1/8" = 1'-0" E. I. F. S DRYVIT SANDPEBBLE FINE COLOR: AMARILLO WHITE INTEGRAL COLOR BRICK GLEN —GERM COLOR: MT RUSHMORE INTEGRAL COLOR BRICK GLEN —GERM COLOR: BROWN WIRECUT m 1 FLOOR PLAN A2 SCALE: 1/8" = 1'-0" 0) 00 I 2L L A M P E R T A R C H I T E C T S 420 Summit Avenue •�• St. Paul, MN 55102 101 Phone:763.755.1211 Fax:763.757.2849 lampert®lampert—orch.com ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY LICENSED ARCHITECT UND E LAWS OF THE S;,Tq 111I E OTA. SI ATURE LEOPE T PRINT • ` 1366669 Or ucl 1 TE ® VA P R O P E R T I E S 879 Scheffer Avenue St. Paul, MN 55102 Phone: 952-403-9595 U w U �C Z r � J J r z LU Y t� 2 J � O o CL J O Cie CL Copyright 2024 Leonard Lampert Architects Inc. Project Designer: A ESPIE Drown By: ALE Checked By: ILL Revisions 0 /17, /')A DDCI IKAIAI ADV FLOOR PLAN UILDING ELEVATIONS Sheet Number ULTIMATE TOTAL = 100.0% Project No. 230921-6 D E V E L O P M E N T M A T E R I A L S BUILDING A BUILDING B BUILDING C MATERIAL A MATERIAL B MATERIAL C MATERIAL D MATERIAL E MATERIAL F MATERIAL G MATERIAL H 77TH AND LAKE DRIVE Lino Lakes, Minnesota SYNERGY FINE MORNING MIST SYNERGY FINE STORM GREY DRYVIT SANDPEBBLE FINE AMARILLO WHITE #113 GLEN—GERY MT RUSHMORE GLEN—GERY BROWN WIRECUT HEBRON BRICK OPUS AMCON ROCKFACE BLOCK OAK #326 CORONADO STONE HONEY LEDGE PALOMINO MATERIAL I MATERIAL J MATERIAL K MATERIAL K FIRESTONE CITYSCAPE FIRESTONE CHARCOAL GREY FIRESTONE BLACK FIRESTONE CLEAR ANODIZED NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL COLORS NEED TO BE FIELD VERIFIED. Attachment 8: City Engineer Memo dated October 29, 2024 WSI�.. Memorandum To: Katie Larsen, Lino Lakes City Planner From: Diane Hankee PE, Lino Lakes City Engineer Date: October 2, 2024 Re: Java Properties — Lino Lakes Retail 2.0 Site Plan Review 026734-000 WSB reviewed the site plans for the Lino Lakes Retail 2.0 site by Java Properties in Lino Lakes, MN, received September 9, 2024. The site is 3.9 acres and located at 77th Street west of Lake Drive (CSAH 23). The lot has frontage along Lake Drive (CSAH 23). Comments were made on the following documents: • Lino Lakes 2.0 Civil Plans prepared by Design Tree, dated September 4, 2024, received September 18, 2024. • Lino Lakes 2.0 Traffic Impact Study prepared by Alliant Engineering, dated October 3, 2024. The following review comments should be responded to in writing by the applicant. Engineering • General The Lino Lakes Retail 2.0 project proposes to construct three (3) commercial lots which includes the associated parking lot, utilities, landscaping, and stormwater management features. The site combines several lots as well as right of way from 77th Street which will be realigned as an extension of Marketplace Drive from the east side of Lake Drive (CSAH 23). One unused original lot will remain on the south end as potentially a continued single-family use. Comments: 1. Revise all plan sheets with updated City plans for the 2024 Market Place Drive Realignment Project a. Update items that will be constructed and removed as part of the project b. Coordinate the location and elevation of specific items such as utility services to be able to best serve the proposed sites within the scope of the City project. 2. Developer/ Contractor shall coordinate relocation of existing utilities with private utility companies and City a. Relocation scheduling is per private utility companies b. Developer/contractor responsible for coordinating site construction scheduling with private utility companies' scheduling Ms. Katie Larsen 10/29/2024 Page 2 Grading A grading and drainage plan was provided for the site including paved areas, curb, and retaining walls. Comments: 1. Watershed district approval for the City project is still pending. Additional stormwater features may be required as a result of the final review. 2. Call out all EOFs from site stormwater basins, existing and proposed. 3. Tip -in curb and gutter on islands of the parking lot for Building B will result in ponded water, specify tip -out. 4. Shift the sidewalk on the west side of the driveway south towards the roadway in order to eliminate the retaining wall in the City basin. 5. Retaining walls will require permitting through the City separate from the building permit. 6. Provide Emergency Overflow (EOF) elevations for all low points in the parking or green space areas. • Stormwater Management Stormwater management for the Lino Retail 2.0 site consists of infiltration basins for the southern and northern lots. Additionally, some stormwater infrastructure is proposed for the City realignment of Marketplace Drive. Existing and proposed discharge rates are summarized below. Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year 10-Day Snowmelt Needed if basins Existing 0.00 0.35 5.98 landlocked Currently Needed if basins 0.00 0.18 4.90 Proposed landlocked Comments: 1. An approximate City storm sewer alignment is marked up on the plans showing the pipe intended to provide an outflow for the site rather than emergency overflows. The northern infiltration basin shall outlet into the pipe. 2. Remove the City infiltration basin between the roadway and parking lot, the basin west of the driveway access will provide sufficient storage for runoff. Java Properties - Lino Retail 2.0 Engineering Review Ms. Katie Larsen 10/29/2024 Page 3 3. Provide an equalization pipe or channel between the existing City stormwater basin and proposed infiltration basin at the 100-yr HWL (906.3). 4. Pipe storage for infiltration is not allowed for water quality volume or rate control. Nonperforated pipes must be used for storm sewer conveyance. 5. An outlet control structure will be needed for the southern infiltration basin based on proposed RCWD rule changes due to go into effect by the end of 2024. a. At the very least, permanent stabilization is needed along the overflow path to reduce the likelihood of large-scale erosion in major storm events. 6. Soil borings indicate significant amounts of SM soils, meaning design infiltration rates should be 0.45 in/hr consistent with RCWD and MPCA standards. 7. In -situ infiltration rate testing will be needed during or after construction to confirm designed rates are achievable. a. Testing before construction can be used to demonstrate infiltration rates above the 0.45 in/hr standard. 8. Both infiltration basins must be able to demonstrate they meet 48-hour drawdown requirements. 9. The lowest -floor elevation of all buildings must be specified to ensure compliance with infiltration basin freeboard requirements (basin bottom must be at or below lowest -floor elevation). a. This is especially relevant for the potential oil change pit in the Valvoline building. 10. Show roof drain routing. Tie into storm sewer at or upstream of a sumped structure to provide pretreatment of roof runoff. 11. The Marketplace Drive roadway and existing stormwater basin, including offsite tributary drainage, must be included in the HydroCAD model to understand all flows throughout the site. 12. HydroCAD runoff should be set to "Calculate separate pervious/impervious runoff (SBUH weighting)" for most accurate runoff results. 13. Proposed impervious should be entered as paved parking and roof as there is a mix of both. 14. Existing and proposed models should route to a Link node to calculate total offsite flows. 15. Confirm drainage area delineations match site grading, some areas on the perimeter of the sites do not appear possible to route to proposed stormwater basins as indicated in HydroCAD. 16. For modeling of outflow rates and HWLs, exfiltration is not allowed in HydroCAD to conservatively design assuming basin infiltration capacity is lost in the future. • Water Supply Java Properties - Lino Retail 2.0 Engineering Review Ms. Katie Larsen 10/29/2024 Page 4 Existing and proposed water services are provided for the 3 commercial lots through existing and proposed City infrastructure on Lake Drive (CSAH 23) and the future Market Place Drive. Comments: 1. Coordinate with the City 2024 Market Place Drive Realignment Project for providing the appropriately sized stubs at the appropriate locations 2. Verify that the proposed 6" water stubs are sufficient for the building's combined domestic and fire suppression needs. 3. We recommend that the City Deputy Director of Public Safety -Fire Division review the proposed plan for water supply and hydrant coverage. 4. Show removing all watermain up to the gate valve and the hydrant assembly along the current 77th Street 5. Building A will utilize the existing 6" water service stub instead of installing a new service tee on the main a. Lower water service and insulate below the existing basin 6. Remove/abandon/seal all existing wells per Minnesota Department of Health requirements. • Sanitary Sewer Existing and proposed sanitary sewer services are provided for the 3 commercial lots through existing and proposed City infrastructure on Lake Drive (CSAH 23) and the future Market Place Drive. Comments: 1. Coordinate with the City 2024 Market Place Drive Realignment Project for providing the appropriately sized stubs at the appropriate locations 2. Building A will utilize the existing 6" sanitary sewer service stub instead of installing a new service wye a. Cut back on the existing riser as necessary to lower the sanitary sewer service and maintain minimum cover below the existing basin 3. Remove/abandon all existing septic systems per Minnesota Pollution Control Agency and County requirements. • Transportation In the 2025 construction season the City will realign 77th St to the Market Place Dr / CSAH 23 (Lake Dr) signalized intersection. When the Market Place Dr signal was installed the median at 77th St was also installed. The intent was that 77th would realign in the future to provide that access again at Market Place Dr. This has been a long standing plan of the City in coordination with Anoka County. Anoka County completed a Java Properties - Lino Retail 2.0 Engineering Review Ms. Katie Larsen 10/29/2024 Page 5 corridor study of Lake Drive in 2020, from Hodgson Rd to Pine St. This study evaluated access and mobility. As improvements are completed on Lake Dr in the future the mobility will improve throughout the corridor. This study can be found on Anoka County's website. The Lino Retail 2.0 project site proposes one access to the north and one access to the south of the realigned Market Place Drive. There will be stubs to the north and south to extend the drive aisles further in the future. Reference the easement section here within and planner's report for access easement information. As required by Ordinance the applicant submitted a Traffic Impact Study. The proposed development is expected to generate approximately 214 AM peak hour, 212 PM peak hour, and 2,680 daily trips. 95% of the daily trips will go directly from the site to Market Place Dr and eastbound to Lake Dr. Traffic from the proposed development on adjacent local roadways is considered minimal. Marilyn Dr existing volumes are 170 daily trips and with the Market Place realignment 270 trips per day are estimated, with the proposed development 370 daily trips. 771h St existing volumes are 175 daily trips and with the Market Place realignment 250 trips per day are estimated, with the proposed development 280 daily trips. These volumes are well under capacity for the local roadways. The study also analyzed capacity of the following intersections: CSAH 23 (Lake Dr) & Market Place Dr CSAH 23 (Lake Dr) & 771h St W 771h St W & Marilyn Dr To evaluate the intersection of CSAH 23 (Lake Dr) & Market Place Dr the intersection of CSAH 23 (Lake Dr) & 79th St was included in the study. The build condition capacity analysis has an overall LOS B or greater during AM and PM peak hours thus meeting ordinance. There are no delay or queuing issues identified. Sidewalk will be installed by the City along Market Place Dr from Lake Dr to 77th St/ Marilyn Dr. There is also sidewalk along Lake Dr in the development area. There are pedestrian crossings at the intersection of CSAH 23 (Lake Dr) & Market Place Dr. The City has a future tail planned along Lake Dr from Apollo Drive to Main Street. Comments: 1. The proposed site access' north and south should be stop conditions. 2. We recommend that the City Deputy Director of Public Safety -Fire Division review the proposed plan for emergency access. 3. Provide turning movements for all proposed emergency, garbage, and delivery/semi- truck vehicles. • Wetlands and Mitigation Plan Java Properties - Lino Retail 2.0 Engineering Review Ms. Katie Larsen 10/29/2024 Page 6 There are no delineated wetlands shown on the existing survey for the site. Landscaping Landscaping plans were provided as part of the submittal. The City's Environmental Coordinator to review landscaping and provide in-depth comments. • Floodplain No floodplain impacts are proposed on site. • Drainage and Utility Easements Drainage and utility easements are required for utilities outside the road right of way and stormwater systems. Comments: 1. All stormwater facilities will need to be contained in D&U easements up to the 100-yr HWL. 2. D&U easement is needed over the proposed City storm sewer running to the north end of the site. 3. Dedicate additional 20' drainage and utility easement for existing sanitary sewer (20'+ deep) along the west side of Lake Drive/CSAH 23. 4. Provide an access easement over the rear drive lane from the Market Place Drive Right of Way to the development line (adjacent with the Legion property) • Development Agreement A Development Agreement will be required. • Grading Agreement Grading agreement not required at this time. • Stormwater Maintenance Agreement Private stormwater facilities will be maintained through a Declaration for Maintenance of Stormwater Facilities. Both the Rice Creek Watershed District (RCWD) and the City of Lino Lakes shall be parties to the Declaration. City Engineer to provide template. • Permits Required 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for construction Java Properties - Lino Retail 2.0 Engineering Review Ms. Katie Larsen 10/29/2024 Page 7 3. Rice Creek Watershed Permit 4. Anoka County Right -of -Way Permit if grading work extends into their right of way. If you or the applicant have any questions regarding these comments, please contact Kris Keller at (612) 419-3083 or kkeller@wsbeng.com. You may also contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. Java Properties - Lino Retail 2.0 Engineering Review Attachment 9: Environmental Memo dated November 4, 2024 -.1- C I JIN011AKE.S To: Katie Larsen, City Planner Environmental Memo From: Michael Grochala, Community Development Director Date: November 4, 2024 Re: Environmental Comments— Lino Retail 2.0 Environmental Board had the following comments/recommendations at their September 25, 2024 meeting: 1. A six (6) foot high maintenance free privacy fence shall be located along the west lot lines of all three (3) lots. 2. At least one of the trees on Lot 1, Block 2, planted to meet foundation landscape requirements should be moved to the Lake Drive facing foundation area. 3. The location of low maintenance turf areas (MN DOT 34-131) should be identified on the plan sheets. 4. The Photometric Plan should be revised to clearly show property lines and location of lighting sources/type. Detail sheets showing all fixtures for both overhead lighting and exterior building lighting shall be submitted for review and approval. 9 Page 1 Attachment 10: Anoka County Highway Department Letter dated September 19, 2024 A Anoka County TRANSPORTATION DIVISION t- "A Highway Katie Larson City of Lino Lakes 600 Town Center Pkwy Lino Lakes, MN 55014 RE: Preliminary Plat — Lino Lakes 2.0 Dear Katie, September 19, 2024 We have reviewed the Preliminary Plat for the Lino Lakes 2.0 to be located west of CSAH 23 (Lake Drive) across from Marketplace Drive within the City of Lino Lakes, and I offer the following comments: • The existing right of way along CSAH 23 is 50 feet west of centerline. An additional 10 feet of right of way along CSAH 23 will be required for future reconstruction purposes (60 feet total right of way width west of CSAH 23 centerline). • As proposed, the plat will realign 771h Street so it connects to the current signal at Marketplace Drive. This is acceptable to this department and the right of access should be dedicated to Anoka County with exception for the proposed 771h Street access point. • Internal site grading shall not commence until the requested ACHD Engineering plan approvals are received and the applicable permits can be issued. • Any utility relocation in the CSAH 23 right of way will be required to be coordinated directly by the city/developer. • Please note that no plantings or private signs will be permitted within the county right of way and care must be exercised when locating private signs, building, structures, plantings, berms, etc. outside of the county right of way, so as not to create any new sight obstructions for this section of CSAH 23. ACHD would like to work with local governments in promoting compatibility between land use and the county highway system. It should be recognized that residential land uses located adjacent to County highways often results in complaints about traffic noise. Existing and/or future traffic noise from CSAH 23 could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities are responsible for taking all reasonable measures to prevent land use activities listed in the MPCA's Noise Area Classification (NAC) where establishment of the land use would result in violations of established noise standards. It is advised that the City and the Developer assess the noise situation for this development as it is proposed to be located directly adjacent to CSAH 23 and take the level of action deemed necessary to minimize the impact of any highway noise by incorporating the appropriate noise mitigation elements into the design and phasing of this plat as applicable. Our Passion Is Your Safe Way Home 1440 Bunker Lake Boulevard N W ♦ Andover, MN 55304-4005 Office 763-324-3100 ♦ Fax- 763-324-3020 ♦ www.anokacounty.us/highway Affirmative Action I Equal Opportunity Employer The ACHD Engineering Plan Review process will apply to this site. The following items should be submitted to Brandon Ulvenes, Engineer ll, Brandon.Ulvenes(a)anokacountvmn.gov (checklist and payment information are available on our website: https://www.anokacountymn.gov/4072/Development-Review): • Construction plans (including turn lane plans) • Utility relocation plans • Traffic Control plans • Grading and erosion control plans • Drainage calculations — Note that the post -developed rate/volume of runoff must not exceed the pre -developed rate/volume of runoff for the 10-year critical design storm • ACHD Design Requirements Checklist • Engineering plan review fee (estimated at $500.00) Following the completion of the ACHD Engineering Plan Review process, the contractor(s) who will be completing any work within the county right of way must begin the ACHD Permit process. One permit forwork within the County Right of Way ($150.00) and one Street Access permit ($250.00) must be obtained prior to the commencement of any construction. License permit bonding, methods of construction, design details, work zone traffic control, restoration requirements and follow-up inspections are typical elements of the permitting process. Contact Sue Burgmeier via phone at 763.324.3176 or via email at HighwavPermits(a),anokacountvmn.gov for further information and to coordinate the ACHD Permit process. Thank you for the opportunity to comment. Feel free to contact me if you have any questions regarding this review. Sincerely, /L-1 Logan Keehr, PE Traffic Engineer II xc: CSAH 231Plats+Developments12024 Jerry Auge, Assistant County Engineer David Zieglmeier, County Surveyor Sean Thiel, Traffic Engineering Manager Sue Burgmeler, Traffic Technician Brandon Ulvenes, Engineer II Attachment 11: Site and Building Plan Review Worksheet - Building A ,l. C IT Y" - O LNC)L KES PROJECT: Lino Retail 2.0-Building A -Retail Auto Part Sales (L1B1) Planning & Zoning Board Date: October 9, 2024 City Council Date: November 12, 2024 ZONING/LAND USE Zoning District GB Future Land Use Plan Commercial Sewered or Unsewered Lot Sewered CUP required? No Comprehensive Plan Amendment? No Rezoning required? No Variance required? No Required Proposed Lot size (sf) 20,000 70,154 Lot width (ft) 100 239 SITE & BUILDING PLAN REVIEW WORKSHEET DATE: September 30, 2024 REVISED: To be addressed by applicant Kin -MC - GB, General Business. Retail sales for auto parts is a permitted use. 10/2/2024 1 Site Plan Worksheet-Building A -Retail Auto Parts (1_1 131) Setbacks -Street Right -of -Way Principal Building -Local or Minor Collector Principal Building- Arterial (Lake Dr) Parking Lot Setbacks -Rear Lot Line (West) Principal Building Accessory Building Parking Lot/Driveway Setbacks -Side Lot Line (North) Principal Building Accessory Building Parking Lot/Driveway Setbacks -Side Lot Line (South) Principal Building Accessory Building Parking Lot/Driveway Reauired Proposed 30 ft NA 40 ft 70 15 ft 70 Reauired Proposed 35 ft 132 5 ft NA loft 20 Required Proposed loft 24 loft 10 loft 12 Reauired Proposed loft 130 loft NA loft 54 Required Proposed From Residential Land Use 35 ft 132 Between Principal Buildings NA NA Required Proposed Height 45 ft max 22' 4" From property guided by the comprehensive plan for residential use. 35 feet. trash enclosure 10/2/2024 2 Site Plan Worksheet-Building A -Retail Auto Parts (1_1 131) Impervious surface restrictions Permitted Proposed 75% max 47% GENERAL PROVISIONS Building Type and Construction Commercial Accessory buildings or structures Required Proposed Number of structures 0 None Size 400 sf NA Refuse and recyclable materials enclosure TBD Outdoor lighting 1.0 ft candle allowance onto right of way 0.0 0.4 ft candle allowance onto adjacent prop. 0.7 Hooded lights TBD Required Proposed Light Fixture Pole Height 45 ft max. 1 28 Light Fixture Location Required Proposed Street ROW loft 150 Side or rear 5 ft 60 Details shall be provided. Lot lines shall be clearly shown. Plans shall be revised. 10/2/2024 3 Site Plan Worksheet-Building A -Retail Auto Parts (1_1 131) Smoke, Dust, Odors, Noise Sewage Disposal (on -site) Waste material Bulk storage (liquid) Radiation emission Electrical emission Exterior storage Off -Street Parking Angle of parking Space Width Space Length Aisle Width One Way Aisle Width Two Way Curb cut access 30 feet from intersection Curb cut access 40 feet from one another Curb cut and driveway 5 feet from side yard Minimal NA Yes No No No No Reauired Pronosed 90 90 9 ft 9 18 ft 18 & 19 24 ft 30 24 ft 24 NA 72 20 Typical construction activities. Typical construction waste material will be property disposed of. 10/2/2024 4 Site Plan Worksheet-Building A -Retail Auto Parts (1_1 131) Curb cut width Driveway grade elevation Striping 4" wide Continuous concrete perimeter curb barrier 6+ spaces shall be landscaped on all sides 50+ space parking lots require 100 sf island per 25 spaces Reauired Proposed 36 feet max. 24 5% TBD 4" 4" Yes Yes NA Required Proposed # space requirements 29 40 # handicap space requirements 2 2 Off -Street Loading Spaces 50 feet from a residential district. Yes 132 ft Shared driveway with Building B Only 40 stalls for Building A Gross Floor # Stalls Retail: 1 space per 200sf floor area 7450 5780 29 required 1 single garage door on the rear, northwest corner of building 10/2/2024 5 Site Plan Worksheet-Building A -Retail Auto Parts (1_1 131) Attachment 12: Site and Building Plan Review Worksheet - Building B j. C IT Y" - O LNC)L KES PROJECT: Lino Retail 2.0-Building B-Multi Tenant Retail (1-2131) Planning & Zoning Board Date: October 9, 2024 City Council Date: November 12, 2024 ZONING/LAND USE Zoning District GB Future Land Use Plan Commercial Sewered or Unsewered Lot Sewered CUP required? No Comprehensive Plan Amendment? No Rezoning required? No Variance required? No Required Proposed Lot size (sf) 20,000 61,596 Lot width (ft) 100 172 SITE & BUILDING PLAN REVIEW WORKSHEET DATE: September 30, 2024 REVISED: To be addressed by applicant Kin -MC - GB, General Business. A multi -tenant retail building is a permitted use. 10/2/2024 1 Site Plan Worksheet-Building B-Multi Tenant Retail (1-2 131) Setbacks -Street Right -of -Way Principal Building -Minor Collector (Marketplace Dr) Principal Building- Arterial (Lake Dr) Parking Lot Setbacks -Rear Lot Line (West) Principal Building Accessory Building Parking Lot/Driveway Setbacks -Side Lot Line (North) Principal Building Accessory Building Parking Lot/Driveway From Residential Land Use Between Principal Buildings Height Impervious surface restrictions Reauired Proposed 30 ft 50 40 ft 42 15 ft 15 Reauired Proposed 35 ft 204 5 ft NA loft 20 Required Proposed loft 24 loft NA loft 10 Required Proposed 35 ft 204 NA NA Required Proposed 45 ft max 20 ft Permitted Proposed 75% max 60% From property guided by the comprehensive plan for residential use. 35 feet. 10/2/2024 2 Site Plan Worksheet-Building B-Multi Tenant Retail (1_2 131) GENERAL PROVISIONS Building Type and Construction Accessory buildings or structures Number of structures Size Refuse and recyclable materials enclosure Outdoor lighting 1.0 ft candle allowance onto right of way 0.4 ft candle allowance onto adjacent prop. Hooded lights Light Fixture Pole Height Commercial Required Proposed 0 None 400 sf NA TBD 0.2 3.1 TBD Required Proposed 45 ft max. 28 Light Fixture Location Required Proposed Street ROW loft 125 Side or rear 5 ft 75 Details shall be provided. Lot lines shall be clearly shown. Plans shall be revised. Details shall be provided. 10/2/2024 3 Site Plan Worksheet-Building B-Multi Tenant Retail (1-2 131) Smoke, Dust, Odors, Noise Sewage Disposal (on -site) Waste material Bulk storage (liquid) Radiation emission Electrical emission Exterior storage Off -Street Parking Angle of parking Space Width Space Length Aisle Width One Way Aisle Width Two Way Curb cut access 30 feet from intersection Curb cut access 40 feet from one another Curb cut and driveway 5 feet from side yard Minimal NA Yes No No No No Reauired Pronosed 90 90 9 ft 9 18ft 18&20 24 ft NA 24 ft 24 80 and 250 NA 20 Typical construction activities. Typical construction waste material will be property disposed of. 80 ft from Marilyn Dr and 250 ft from Lake Dr 10/2/2024 4 Site Plan Worksheet-Building B-Multi Tenant Retail (1_2 131) Curb cut width Driveway grade elevation Striping 4" wide Continuous concrete perimeter curb barrier 6+ spaces shall be landscaped on all sides 50+ space parking lots require 100 sf island per 25 spaces Reauired Proposed 36 feet max. 56 5% TBD 4" 4" Yes Yes NA Required Proposed # space requirements 30 41 # handicap space requirements 2 2 Off -Street Loading Spaces 50 feet from a residential district. None NA OK per City Engineeer Grade shall be provided on Grading Plan. Only 41 stalls for Building B Gross Floor # Stalls Retail: 1 space per 200sf floor area 6000 5925 30 required 10/2/2024 5 Site Plan Worksheet-Building B-Multi Tenant Retail (1-2 131) Attachment 13: Site and Building Plan Review Worksheet - Building C CITY O LN j iKES PROJECT: Lino Retail 2.0-Building C-Fast Oil Change (L2132) Planning & Zoning Board Date: October 9, 2024 City Council Date: November 12, 2024 ZONING/LAND USE Zoning District Future Land Use Plan Sewered or Unsewered Lot CUP required? Comprehensive Plan Amendment? Rezoning required? Variance required? GB Commercial Sewered Yes No Yes No Required Proposed Lot size (sf) 20,000 57,613 Lot width (ft) 100 177 SITE & BUILDING PLAN REVIEW WORKSHEET DATE: September 30, 2024 REVISED: To be addressed by applicant Kin-rac. Property will be rezoned from NB, Neighborhood Business to GB, General Bus CUP required for Automobile Repair -Major and Minor. Fast oil change is minor. Property will be rezoned from NB, Neighborhood Business to GB, General Bus 10/2/2024 1 Site Plan Worksheet-Building C-Fast Oil Change (1-2 132) Setbacks -Street Right -of -Way Principal Building -Minor Collector (Marketplace Dr) Principal Building- Arterial (Lake Dr) Parking Lot Setbacks -Rear Lot Line (West) Principal Building Accessory Building Parking Lot/Driveway Setbacks -Side Lot Line (South) Principal Building Accessory Building Parking Lot/Driveway Reauired Proposed 30 ft 34 40 ft 83 15 ft 10 Reauired Proposed 30 ft 174 5 ft 83 loft 10 Required Proposed loft 43 loft NA loft 10 Required Proposed From Residential Land Use 35 ft NA Between Principal Buildings NA NA Height Impervious surface restrictions Required Proposed 45 ft max 1 24 Permitted Proposed 75% max 58% Driveway lane shall be 15ft frrom Marketplace Drive trash enclosure Land to the west is guided Commercial 10/2/2024 2 Site Plan Worksheet-Building C-Fast Oil Change (1_2 132) GENERAL PROVISIONS Building Type and Construction Accessory buildings or structures Number of structures Size Refuse and recyclable materials enclosure Outdoor lighting 1.0 ft candle allowance onto right of way 0.4 ft candle allowance onto adjacent prop. Hooded lights Light Fixture Pole Height Commercial Required Proposed 0 None 400 sf NA TBD TBD TBD TBD Required Proposed 45 ft max. 28 Light Fixture Location Required Proposed Street ROW loft 46 Side or rear 5 ft 96 Details shall be provided. Lot lines shall be clearly shown. Plans shall be revised. Lot lines shall be clearly shown. Plans shall be revised. Details shall be provided. 10/2/2024 3 Site Plan Worksheet-Building C-Fast Oil Change (1-2 132) Smoke, Dust, Odors, Noise Sewage Disposal (on -site) Waste material Bulk storage (liquid) Radiation emission Electrical emission Exterior storage Off -Street Parking Angle of parking Space Width Space Length Aisle Width One Way Aisle Width Two Way Curb cut access 30 feet from intersection Curb cut access 40 feet from one another Curb cut and driveway 5 feet from side yard Minimal NA Yes No No No No Reauired Pronosed 90 90 9 ft 9 18 ft 18 24 ft NA 24 ft 22 120 and 240 NA 10 Typical construction activities. Typical construction waste material will be property disposed of. Plan shall be revised. Measurements shall be shown for all aisle widths. 120 ft from Marilyn Dr and 240 ft from Lake Dr 10/2/2024 4 Site Plan Worksheet-Building C-Fast Oil Change (1_2 132) Curb cut width Driveway grade elevation Striping 4" wide Continuous concrete perimeter curb barrier 6+ spaces shall be landscaped on all sides 50+ space parking lots require 100 sf island per 25 spaces # space requirements # handicap space requirements Off -Street Loading Spaces 50 feet from a residential district. Reauired Proposed 36 feet max. 55 5% TBD 4" 4" Yes Yes NA Required Proposed 8 9 1 1 None NA OK per City Engineer Grade shall be provided on Grading Plan. Only 9 stalls for Building C Auto Repair: 4 spaces plus 2 spaces per service bay. 4 spaces + (2 spaces x 2 bays) = 4+4 = 8 spaces required 10/2/2024 5 Site Plan Worksheet-Building C-Fast Oil Change (1-2 132) Attachment 14: Ordinance No. 17-24 Rezoning Public Hearing: Draft Posted to Website: VY Reading: Publication: 2nd Reading: Effective: CITY OF LINO LAKES ORDINANCE NO. 17-24 ORDINANCE TO REZONE CERTAIN PROPERTY FROM NB, NEIGHBORHOOD BUSINESS TO GB, GENERAL BUSINESS FOR LINO RETAIL 2.0 The City Council of Lino Lakes ordains: Section 1: Findings of Fact 1. The City received a Land Use Application to rezone certain property from NB, Neighborhood Business to GB, General Business. 2. The Planning and Zoning Board held a public hearing on October 9, 2024 3. Per City Code Section 1007.015 (4): (e) The Planning and Zoning Board shall hold the public hearing and consider possible adverse effects of the proposed amendment. Its judgement shall be based upon, but not limited to, the following factors: 1. The proposed action is consistent with the official City Comprehensive Plan. The rezoning is consistent with the 2040 Comprehensive Plan. The land is guided commercial. GB, General Business is a business/commercial zoning district. 2. The proposed action is or will be compatible with present and future land uses of the area. The rezoning is compatible with the adjacent GB, General Business zoned parcels along Lake Drive. 3. The proposed action conforms with all performance standards contained herein. The proposed commercial development conforms with all performance standards with minor revisions as noted. 4. The proposed action can be accommodated with existing public services and will not overburden the city's service capacity. 1 The proposed commercial development can be accommodated with existing public services and will not overburden the city's service capacity. 5. Traffic generation by the proposed action is within capabilities of streets serving the property as described in § 1007.020(4)(d) of City Code. Traffic generated by the proposed commercial development is within the capabilities of the street serving the property. Section 2: Amendment The Zoning Ordinance of the City of Lino Lakes is hereby amended to rezone the following described property and shown in Attachment A - Rezoning Exhibit from NB, Neighborhood Business to GB, General Business. Section 3: Legal Description Lot 3, Auditor's Subdivision No. 134, Anoka County, Minnesota, excepting therefrom Parcel 17, Anoka County Highway Right -of -Way Plat No. 17. 00101 Lot 4, Auditor's Subdivision No. 134, Anoka County, Minnesota, excepting therefrom Parcel 18, Anoka County Highway Right -of -Way Plat No. 17. AND Lot 5, Auditor's Subdivision No. 134, Anoka County, Minnesota, excepting therefrom Parcel 19, Anoka County Highway Right -of -Way Plat No. 17. 00101 Lot 6, Auditor's Subdivision No. 134, Anoka County, Minnesota, excepting therefrom Parcel 20, Anoka County Highway Right -of -Way Plat No. 17. AND That part of 77th Street lying in the Southwest Quarter of the Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota, bounded as follows: Lying north of Lot 3, AUDITOR'S SUBDIVIONS No. 134, according to the recorded plat thereof, said Anoka County; lying east of the northerly extension of the West line of said Lot 3; lying west of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to the recorded plat thereof, said Anoka County and lying south of the North line of said Southwest Quarter of the Southeast Quarter. AND That part of 771" Street lying in CAROLE'S 211 ADDITION ESTATES, according to the recorded plat thereof, Anoka County, Minnesota, bounded as follows: Lying east of the southerly extension of the west line of Lot 12, Block 2, said CAROLE'S 2ND ADDITION ESTATES; lying south of the south line of said Lot 12; lying north of the North line of the Southwest Quarter of the Southeast Quarter, Section 8, Township 31, Range 22 and lying west of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to the recorded plat thereof, said Anoka County. Section 4: Effect This ordinance shall be in force and effect from and after its passage and publication according to the Lino Lakes City Charter and upon the filing of the ordinance. Section 5: The rezoning provided for by this ordinance is contingent on the filing of Lino Retail 2.0 final plat. Should the final plat not be filed, the rezoning provided by this ordinance shall be null and void. Adopted by the Lino Lakes City Council this day of 12024. Rob Rafferty, Mayor ATTEST: Roberta Colotti, CIVIC City Clerk ATTACHMENT A Rezoning Exhibit I I L1J u_ r� - 7' Z — J u_ REZONING EXHIBIT i L, L_Ur �NIr-\ n r-\r-\ITIr\NI \ \ / �I NLJ / \LJLJI I I�/I v �� I I � I L EXISTING ZONING: GB �> �\ /\ 1 1 r1IT/1E)7^ /—\ U L) l I �-/ I \ �. EXISTING ZONING: NB I U XIS GZ ING: B XIS G Z IN B EXISTING ZONING: NB AIN z- 0 100' 200' 1 INCH = 100 FEET NO. DATE DESCRIPTION DATE: SCALE: DRAWN BY: 10/3/24 AS SHOWN IDS 1 HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED ME OR UNDER MY DIRECT SUPERVISION ANDD THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF PREPARED FOR: COMPANIES D E S I G N *TREE engineering + land Surveying CHECKED BY: PROJECT NO. MG 10923008 THE STATE OF MINNESOTA. 0 JAVA O1DOf��ft' no.. A o W A=—.,, . N 543M LMd1M19M COPYRIGHT @ 2024 eV oESIeN TREE ENeINEERING mmRPORnrEo Jonathan D. Schuette 45352 DATE:10/3/24 Attachment 15: Resolution No. 24-142 Preliminary Plat CITY OF LINO LAKES RESOLUTION NO. 24-142 RESOLUTION APPROVING LINO RETAIL 2.0 PRELIMINARY PLAT WHEREAS, the City received a land use application for Lino Retail 2.0 preliminary plat ("Development"); and WHEREAS, City staff completed review of the Development based on the following submittals: • Preliminary Plat prepared by Design Tree dated September 9, 2024 • Civil Plan Set prepared by Design Tree dated September 4, 2024 • Landscape Plan prepared by Plan -Type dated August 2, 2024 • Architectural Plans prepared by Lampert Architects dated September 6, 2024 • Final Stormwater Management Study prepared by Design Tree dated July 16, 2024 • Geotech Sketch and Logs prepared by Braun Intertec dated August 27, 2024 • Traffic Impact Study prepared by Alliant dated September 23, 2024; and WHEREAS, a public hearing was held before the Planning & Zoning Board on October 9, 2024 and the Board recommended approval of the preliminary plat with a 5-0 vote. NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that: FINDINGS OF FACT Per City Code Section 1001.013, Premature Subdivision: (1) General. Any concept plan, preliminary plat or final plat deemed premature pursuant to the following criteria shall be denied by the City Council. (2) Conditions for establishing a premature subdivision. A subdivision maybe deemed premature should any of the following conditions not be met. (a) Consistency with the Comprehensive Plan. Including any of the following: 1. Land use plan; 2. Transportation plan; 3. Utility (sewer and water) plans; 4. Local water management plan; 5. Capital improvement plan; and 6. Growth management policies, including MUSA allocation criteria. Lino Retail 2.0 preliminary plat is consistent with the goals and policies of the comprehensive plan. (b) Consistency with infill policies. A proposed urban subdivision shall meet the city's infill policies: 1. The urban subdivision must be located within the Metropolitan Urban Service Area (MUSA) or the staged growth area as established by the city's Comprehensive Plan; 2. The cost of utilities and street extensions must be covered by one or more of the following: a. An immediate assessment to the proposed subdivision; b. One hundred percent of the street and utility costs are privately financed by the developer; c. The cost of regional and/or oversized trunk utility lines can be financed with available city trunk funds; and d. The cost and timing of the expenditure of city funds are consistent with the city's capital improvement plan. 3. The cost, operation and maintenance of the utility system are consistent with the normal costs as projected by the water and sewer rate study; and 4. The developer payments will offset additional costs of utility installation or future operation and maintenance. Lino Retail 2.0 preliminary plat is consistent with infill policies. The development is within the current Utility Staging Area 1A (2018-2025). The cost and timing of the expenditure of city funds are consistent with the city's capital improvement plan. The cost, operation and maintenance of the utility system are consistent with the normal costs projected by the water and sanitary rate study. No future utility costs are proposed. (c) Roads or highways to serve the subdivision. A proposed subdivision shall meet the following requirements for level of service (LOS), as defined by the Highway Capacity Manual: 1. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade; 2. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C; 3. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D; 4. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better; 5. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies; 6. The traffic generated from a proposed subdivision shall not require city street improvements that are inconsistent with the Lino Lakes capital improvement plan. However, the city may, at its discretion, consider developer -financed improvements to correct any street deficiencies; 7. The LOS requirements in divisions (2)(c)1. to 4. above do not apply to the 1-35W/Lake Drive or 1-35E/Main St. interchanges. At city discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Department of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties that contribute to traffic at the interchange; and 8. The city does not relinquish any rights of local determination. Lino Retail 2.0 preliminary plat meets the requirements for level of service (LOS). Intersections currently operate at an overall Level of Service (LOS) A for AM and PM peak hour. Build condition overall LOS will operate at a level A for AM peak hour and level B for PM peak hour. The proposed Level of Service does not degrade by more than one (1) LOS, therefore, the development is not considered premature. Existing roads and intersections providing access to the subdivision have the structural capacity to accommodate projected traffic from the proposed subdivision. No street improvements are proposed that are inconsistent with the City's capital improvement plan. The city does not relinquish any rights of local determination. (d) Water supply. A proposed subdivision shall be deemed to have an adequate water supply when: 1. The city water system has adequate wells, storage or pipe capacity to serve the subdivision; 2. The water utility extension is consistent with the Lino Lakes water plan and offers the opportunity for water main looping to serve the urban subdivision; 3. The extension of water mains will provide adequate water pressure for personal use and fire protection; and 4. The rural subdivision can demonstrate that each of the proposed lots can be provided with a potable water supply. Lino Retail2.0 preliminary plat will have an adequate water supply. (e) Waste disposal systems. A proposed subdivision shall be served with adequate waste disposal systems when: 1. The urban sewered subdivision is located inside the city's MUSA or is consistent with the MUSA allocation criteria; 2. The city has sufficient MUSA and pipe capacity to serve the subdivision if developed to its maximum density; 3. The subdivision will result in a sewer extension consistent with Lino Lakes sewer plan and capital improvement plan; 4. A rural subdivision can demonstrate that each lot can be served by an adequate sanitary sewer disposal system; and 5. A rural subdivision with a proposed communal sanitary sewer or water system has an effective long range management and maintenance program with proper financing. Lino Retail 2.0 preliminary plat will be served with an adequate waste disposal system. BE IT FURTHER RESOLVED the Lino Retail 2.0 preliminary plat is not a premature subdivision; and BE IT FURTHER RESOLVED the Lino Retail 2.0 preliminary plat is approved subject to the following conditions: 1. Shared Driveway and Parking Access Agreements and exhibits shall be recorded detailing private maintenance responsibilities include the driveways, landscaped parking lot medians, island landscaping, lighting, and other related appurtenances. a. Lot 1, Block 1, Lino Retail 2.0 to 7731 Lake Drive (American Legion) b. Lot 1 to Lot 2, Block 1, Lino Retail 2.0 c. Lot 1, Block 2, Lino Retail 2.0 to 7671 Lake Drive 2. The existing houses, driveways, and structures located within the plat shall be removed and the ground properly restored within one (1) year of final plat approval. 3. All private septic systems shall be properly removed. 4. All private wells shall be properly capped. BE IT FURTHER RESOLVED the following items shall be addressed at the time of final plat submittal: 1. All comments from the City Engineer memo dated October 29, 2024. 2. All comments from the Environmental memo dated November 4, 2024. 3. All comments from Anoka County Transportation Division letter dated September 19, 2024. 4. All comments highlighted in red on the Site & Building Plan Review Worksheets. 5. A draft of the Shared Driveway and Parking Access Agreements and exhibits shall be submitted. 6. Revision dates shall be included on all applicable plan sheets. 7. All of the architectural plan sheets are labeled A2. This shall be revised. 8. The lot lines on all plan sheets shall be clearly standout from other lines. 9. The building footprint square footage noted on all plan sheets, narrative, reports, etc. shall be consistent. 10. Trash and recycling enclosure details shall be provided. 11. Mechanical equipment screening shall be provided. 12. Certificate of Survey: a. The survey shows existing trees that do not exist. Please revise. b. Existing wells and septic systems shall be shown for all lots. 13. Preliminary Plat: a. The new road extension shall be labeled Marketplace Drive. 14. Sheet C102 and C103, Removals Plan (North and South): a. The existing houses, driveways, and structures within the plat shall be shown as removed. 15. Sheet C201, Site Plan (North): 4 a. Sheet shall be titled Site Plan (Overall). b. Buildings shall be labeled Building A, Building B, and Building C consistent with architectural plans. c. Building footprint square footage shall be included. d. There appear to be extra lines turned on. Please review and remove. e. Monument sign locations shall be shown. 16. Sheet C202, Site Plan (North): a. The Parking Information shall show how the number of parking spaces were calculated. See information in Site Plan Worksheets. b. Monument sign locations shall be shown. 17. Sheet C203, Site Plan (South): a. The lot lines shall match the preliminary plat. i. The south lot line is not correct. b. The parking lot/driveway exit setback along Marketplace Drive shall be 15ft c. The south lot line building setback shall be revised to 10ft. d. A minimum 5ft wide sidewalk shall be provided along Lake Drive adjacent to Lot 1, Block 2, Lino Retail 2.0 and provide access to the lot. e. The Parking Information shall show how the number of parking spaces were calculated. See information in Site Plan Worksheets. f. Monument sign locations shall be shown. 18. Sheet C302, Grading Plan (South): a. The building shall be labeled Building C. 19. Landscape Plan: a. A six (6) foot high maintenance free privacy fence shall be located along the west lot lines of all three (3) lots. 20. Page M of 1, Viking Electric Photometric Plan: a. The plan shall use the current proposed site plan. b. Lot lines shall be clearly shown for all lots. c. Foot candles shall meet city code performance standards. d. Measurements shall include any proposed drive -through boards and lighting. 21. Sheet A2, Proposed Building A Elevations: a. Windows shall be added to the east elevation. 22. Sheet A2, Proposed Building C Elevations: a. The sum of West Elevation Class I materials should be 75.5%. BE IT FURTHER RESOLVED the following items shall be addressed prior to issuing building permits within the plat: 1. Recorded copies of the following shall be submitted to the City: a. Final Plat b. Development Agreement c. Declaration of Maintenance of Stormwater Facilities d. Shared Driveway and Parking Access Agreements e. Conditional Use Permit Resolution 5 2. Copies of the following shall be submitted to the City: a. MPCA SSTS Abandonment Reporting Form for private septic system removal. i. 7675 Lake Drive ii. 7681 Lake Drive iii. 7691 Lake Drive b. MDH Well and Boring Sealing Record for private well removal. i. 7675 Lake Drive ii. 7681 Lake Drive iii. 7691 Lake Drive Adopted by the City Council of the City of Lino Lakes this day of 2024. ATTEST: Roberta Colotti, CIVIC, City Clerk 6 Rob Rafferty, Mayor Attachment 16: Resolution No. 24-143 Conditional Use Permit CITY OF LINO LAKES RESOLUTION NO. 24-143 RESOLUTION APPROVING CONDITIONAL USE PERMIT FOR AUTOMOBILE REPAIR -MINOR (LOT 1, BLOCK 2, LINO RETAIL 2.0) WHEREAS, the City received a land use application for a conditional use permit for automobile repair -major and minor ("Development"); and WHEREAS, the October 9, 2024 Planning & Zoning Board Staff Report and the November 12, 2024 Council Staff Report provide supporting narrative and documentation for the Development; and WHEREAS, the property will be zoned GB, General Business with the adoption of Ordinance No. 17-24 and allows for automobile repair -major and minor with an approved conditional use permit; and WHEREAS, the legal description of the property will be Lot 1, Block 2, Lino Retail 2.0 upon filing of the final plat; and WHEREAS, City staff has completed a review of the land use application based on the following plans: • Narrative prepared by Java Companies received September 9, 2024 • Preliminary Plat prepared by Design Tree dated September 9, 2024 • Civil Plan Set prepared by Design Tree dated September 4, 2024 • Landscape Plan prepared by Plan -Type dated August 2, 2024 • Architectural Plans prepared by Lampert Architects dated September 6, 2024 • Final Stormwater Management Study prepared by Design Tree dated July 16, 2024 • Geotech Sketch and Logs prepared by Braun Intertec dated August 27, 2024 • Traffic Impact Study prepared by Alliant dated September 23, 2024; and WHEREAS, a public hearing was held before the Planning & Zoning Board on October 9, 2024 and the Board recommended approval of a conditional use permit for automobile repair - minor with a 5-0. NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that: FINDINGS OF FACT Per City Code Section 1007.016(3): (e) The Planning and Zoning Board shall hold the public hearing and consider possible adverse effects of the proposed conditional use. Its judgement shall be based upon, but not limited to, the following factors: 1. The proposed development application has been found to be consistent with the design standards listed in § 1007.020(4). See below. 2. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed automobile repair -minor will not involve activities detrimental to any person, property, or the general welfare. 3. Will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. The proposed automobile repair -minor will not result in the destruction of a natural, scenic, or historic feature of major importance. Per City Code Section 1007.020: (4) Performance Standards. Plans which fail to meet the following criteria shall not be approved. (a) The proposed development application must be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan. The proposed automobile repair -minor is consistent with commercial land use. (b) The proposed development application is compatible with present and future land uses of the area. The proposed automobile repair -minor is compatible with present and future land uses of the area. (c) The proposed development application conforms to performance standards herein and other applicable City Codes. The proposed automobile repair -minor conforms to City Code performance standards with minor revisions as noted in the Council staff report. (d) Traffic generated by a proposed development application is within the capabilities of the City when: 1. If the existing level of service (LOS) outside of the proposed development is A or B, traffic generated by a proposed development will not degrade the level of service more than one grade. 2. If the existing LOS outside of the proposed development is C, traffic generated by a proposed development will not degrade the level of service below C. 3. If the existing LOS outside of the proposed development is D, traffic generated by a proposed development will not degrade the level of service below D. 4. The existing LOS must be D or better for all streets and intersections providing access to the proposed development. If the existing level of service is E or F, the developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. 5. Existing roads and intersections providing access to the proposed development must have the structural capacity to accommodate projected traffic from the proposed development or the developer will pay to correct any structural deficiencies. 6. The traffic generated from a proposed development shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer -financed improvements to correct any street deficiencies. 7. The LOS requirements in paragraphs 1. to 4. above do not apply to the I- 35W/Lake Drive or 1-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the proposed development project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties that contribute to traffic at the interchange. The proposed automobile repair -minor meets Level of Service (LOS) requirements. is within the capabilities of the City. The existing roads and intersections providing access to the proposed development have the structural capacity to accommodate projected traffic from the proposed development. The traffic generated from a proposed development does not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. (e) The proposed development shall be served with adequate and safe water supply. The proposed automobile repair -minor will have an adequate and safe water supply. (f) The proposed development shall be served with an adequate or safe sanitary sewer system. The proposed automobile repair -minor will be served with an adequate waste disposal system. (g) The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. The proposed automobile repair- minor does not require City funds. (h) Fire prevention and fighting equipment acceptable to the Board of Fire Underwriters and City Council shall be readily available when any activity involving the handling or storage of flammable or explosive materials is carried on. The proposed automobile repair -minor will have fire prevention and fighting equipment readily available. BE IT FURTHER RESOLVED the following specific performance standards of City Code Section 1007.132(8) have also been met: (a) Automobile repair -major and minor provided that: 1. The architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or area as to cause impairment in property values or constitute a blighting influence. The architectural appearance and functional plan of the building and site are not dissimilar to the existing and proposed commercial buildings in the area. 2. All repair work shall be conducted within the principal building. All repair work will be conducted within the principal building. 3. All painting must be conducted in an approved paint booth. All paint booths and all other activities of the operation shall thoroughly control the emission of fumes, dust, or other particulate matter so that the use shall be in compliance with the State of Minnesota Pollution Control Standards, Minnesota Regulation APC 1-15, as amended. No painting or paint booths are proposed with the automobile. 4. The emission of odor by a use shall be in compliance with and regulated by the State of Minnesota Pollution Control Standards, Minnesota regulations APC, as amended. The emission of odor will be in compliance with state regulations. 5. All flammable materials, including liquids and rags, shall conform with the applicable provisions of the Minnesota Uniform Fire Code. All flammable materials will conform with Minnesota Uniform Fire Code. 6. All outdoor storage shall be prohibited except the storage of customer vehicles waiting for repair. Outdoor storage is prohibited except for the storage of customer vehicles waiting for repair. BE IT FURTHER RESOLVED the conditional use permit provided for by this resolution is contingent on the filing of Lino Retail 2.0 final plat. Should the final plat not be filed, the conditional use permit provided by this resolution shall be null and void. BE IT FURTHER RESOLVED the conditional use permit shall only be for automobile repair -minor as defined in City Code Section 1007.001(2) Definitions. AUTOMOBILE REPAIR -MINOR. An establishment providing goods or services related to passenger motor vehicles such as car washes; repair businesses limited to minor engine repair, fluid changing, tire service and muffler repair; and other uses of similar character, but not including uses defined as a major automobile business or automobile sales. BE IT FURTHER RESOLVED the conditional use permit for automobile repair -minor is approved subject to the following conditions: 1. Automobile repair -major is not allowed without an approved conditional use permit. 2. Customer vehicles waiting for repair shall not be parked on -site longer than 24 hours. 3. A Site Improvement Performance Agreement shall be executed. 4. A Declaration for Maintenance of Stormwater Facilities in favor of RCWD and the City shall be recorded. 5. If installed, rooftop or ground mounted mechanical equipment shall be screened per City Code Section 1007.043(2)(d)14. 6. Annual inspections may be conducted by the City to ensure City Code compliance. 7. A separate sign permit application shall be submitted and approved by the City prior to any permanent, replacement, or temporary signage installation. 8. A building permit application for change of use shall be submitted for any new tenant that occupies a multi -tenant industrial building unit. 9. Failure to comply with any of the listed conditions may result in revocation of the conditional use permit. BE IT FURTHER RESOLVED the following comments shall be addressed at the time of Lino Retail 2.0 final plat submittal: 1. All comments from the City Engineer memo dated October 29, 2024. 2. All comments from the Environmental memo dated November 4, 2024. 3. All comments from Anoka County Transportation Division letter dated September 19, 2024. 4. All comments highlighted in red on the Site & Building Plan Review Worksheets. 5. A draft of the Shared Driveway and Parking Access Agreements and exhibits shall be submitted. 6. Revision dates shall be included on all applicable plan sheets. 7. The lot lines on all plan sheets shall be clearly standout from other lines. 8. The building footprint square footage noted on all plan sheets, narrative, reports, etc. shall be consistent. 9. Trash and recycling enclosure details shall be provided. 10. Mechanical equipment screening shall be provided. 11. Certificate of Survey: a. The survey shows existing trees that do not exist. Please revise. b. Existing wells and septic systems shall be shown for all lots. 12. Preliminary Plat: a. The new road extension shall be labeled Marketplace Drive. 13. Sheet C102 and C103, Removals Plan (North and South): a. The existing houses, driveways, and structures within the plat shall be shown as removed. 14. Sheet C201, Site Plan (North): a. Sheet shall be titled Site Plan (Overall). b. Buildings shall be labeled Building A, Building B, and Building C consistent with architectural plans. c. Building footprint square footage shall be included. d. There appear to be extra lines turned on. Please review and remove. e. Monument sign locations shall be shown. 15. Sheet C202, Site Plan (North): a. The Parking Information shall show how the number of parking spaces were calculated. See information in Site Plan Worksheets. b. Monument sign locations shall be shown. 16. Sheet C203, Site Plan (South): a. The lot lines shall match the preliminary plat. i. The south lot line is not correct. b. The parking lot/driveway exit setback along Marketplace Drive shall be 15ft c. The south lot line building setback shall be revised to 10ft. d. A minimum 5ft wide sidewalk shall be provided along Lake Drive adjacent to Lot 1, Block 2, Lino Retail 2.0 and provide access to the lot. e. The Parking Information shall show how the number of parking spaces were calculated. See information in Site Plan Worksheets. f. Monument sign locations shall be shown. 17. Sheet C302, Grading Plan (South): a. The building shall be labeled Building C. 18. Landscape Plan: C a. A six (6) foot high maintenance free privacy fence shall be located along the west lot lines of all three (3) lots. 19. Page M of 1, Viking Electric Photometric Plan: a. The plan shall use the current proposed site plan. b. Lot lines shall be clearly shown for all lots. c. Foot candles shall meet city code performance standards. d. Measurements shall include any proposed drive -through boards and lighting. 20. Sheet A2, Proposed Building C Elevations: a. The sum of West Elevation Class I materials should be 75.5%. Adopted by the City Council of the City of Lino Lakes this day of 2024. ATTEST: Roberta Colotti, CIVIC, City Clerk YA Rob Rafferty, Mayor CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 613 STAFF ORIGINATOR: Diane Hankee, City Engineer MEETING DATE: November 12, 2024 TOPIC: PUBLIC HEARING: Consider 111 Reading of Ordinance No. 14-24, Vacating a portion of 771h Street lying between Marilyn Drive and Lake Drive VOTE REQUIRED: Super Majority INTRODUCTION Staff is requesting City Council consideration of the 1st Reading of Ordinance No. 14-24, vacating a portion of 77th Street lying between Marilyn Drive and Lake Drive. BACKGROUND The City has planned, for a long time, to realign 77th Street with Market Place Drive. This is in coordination with Anoka County to improve mobility on Lake Drive and address existing access and traffic flow concerns. Thus in 2025, the City plans to complete the construction of the realign 77th Street at Market Place Drive. This project is in coordination with the development of the adjacent properties which is General and Neighborhood Business. The traffic analysis shows there will negligible traffic changes on the local surrounding streets. The local roadways will be traveled by the neighborhood users. Transportation engineering trip distribution concludes that thru traffic is not inclined to weave through neighborhoods verses using the arterial road, Lake Dr. We anticipate local traffic patterns may change within the neighborhood itself. However, the neighborhood traffic will still be well under capacity for the local roadways. The second reading of the ordinance is scheduled for November 25, 2024. RECOMMENDATION Staff is recommending approval of the 1st Reading of Ordinance No. 14-24 vacating a portion of 77th Street lying between Marilyn Drive and Lake Drive. ATTACHMENTS 1. Ordinance No. 14-24 1" Reading: Publication: 2nd Reading: Effective: CITY OF LINO LAKES ORDINANCE NO. 14-24 ORDINANCE VACATING A PORTION OF 77T" STREET (BETWEEN MARILYN DRIVE AND CSAH 23 (LAKE DRIVE), ANOKA COUNTY, MINNESOTA.) The City Council of Lino Lakes ordains: Section 1: Findings of Fact 1. The City Council of Lino Lakes has determined to vacate a portion of 77th Street between Marilyn Drive and CSAH 23 (Lake Drive) ("Street") 2. The area of the vacated Street is legally described as follows and shown in Attachment A -Vacation Exhibit. That part of 77th Street lying in the Southwest Quarter of the Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota, bounded as follows: Lying north of Lot 3, AUDITOR'S SUBDIVIONS No. 134, according to the recorded plat thereof, said Anoka County; lying east of the northerly extension of the West line of said Lot 3; lying west of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to the recorded plat thereof, said Anoka County and lying south of the North line of said Southwest Quarter of the Southeast Quarter. AND That part of 77th Street lying in CAROLE'S 2ND ADDITION ESTATES, according to the recorded plat thereof, Anoka County, Minnesota, bounded as follows: Lying east of the southerly extension of the west line of Lot 12, Block 2, said CAROLE'S 2ND ADDITION ESTATES; lying south of the south line of said Lot 12; lying north of the North line of the Southwest Quarter of the Southeast Quarter, Section 8, Township 31, Range 22 and lying west of ANOKA COUNTY HIGHWAY RIGHT OF WAY PLAT NO. 17, according to the recorded plat thereof, said Anoka County. 3. A public hearing was held on November 12, 2024 before the City Council in the City Hall Council Chambers after due published and posted notice had been given and reasonable attempts were made to give personal notice to all affected property owners, and all persons interested were given an opportunity to be heard; and 4. It appears to be in the best interest of the City to vacate such Street; and 5. This ordinance shall be recorded with Anoka County; and 6. Four -fifths of all members of the City Council concur with this ordinance. Section 2: Street Vacated The Street described herein is hereby vacated. Section 3: Any person, corporation or public body owning or controlling easements contained upon the property vacated, reserves the right to continue maintaining the same or to enter upon such way or portion thereof vacated to maintain, repair, replace or otherwise attend thereto. Section 4: Effect This ordinance shall be in force and effect from and after its passage and publication according to the Lino Lakes City Charter and upon filing of the ordinance. Section 5: The vacation provided for by this ordinance is contingent on the dedication of new 77th Street right-of-way in the Lino Retail 2.0 plat, said new right-of-way to be named Marketplace Drive. Should the new right-of-way not be dedicated, the vacation provided by this ordinance shall be null and void. Adopted by the Lino Lakes City Council this day of 12024. AN ATTEST: Roberta Colotti, CIVIC, City Clerk Rob Rafferty, Mayor ATTACHMENT A Street Vacation Exhibit VACATION EXHIBIT ,. L1J / / r\ / I f1 �I v L) /—\LiLJI I IL/I v / / SOUTH LINE OF LOT L_ TA\T L_ / 12, BLOCK 2, CAROLE'S 2ND ESTATES SOUTHERLY EXTENSION OF THE — WEST LINE OF LOT 12, BLOCK 2, _7 _7T1 1 ^T� r- r-T l s� CAROLE'S 2ND ESTATES I NORTH LINE OF THE WEST LINE OF ANOKA �—SW1/4-SE1/4 OF COUNTY HIGHWAY RIGHT � SEC. 8, T.31, R.22 OF WAY PLAT NO. 17 NORTHERLY EXTENSION OF THE WEST LINE OF LOT 3, AUDITOR'S / l / / o SUBDIVISION NO. 134 NORTH LINE OF LOT 3, AUDITOR'S SUBDIVISION NO. 134 � v — Y v / t— \ I /\ '1 A v (b 0 60' 120' 1 INCH = 60 FEET CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 6C STAFF ORIGINATOR: Diane Hankee, City Engineer MEETING DATE: November 12, 2024 TOPIC: PUBLIC HEARING: Consider 111 Reading of Ordinance No. 15-24, Vacating Drainage & Utility Easement, 1057 Black Duck Court, Lot 14, Block 2, Black Duck Estates VOTE REQUIRED: Super Majority INTRODUCTION Staff is requesting City Council consideration of the 1st Reading of Ordinance No. 15-24, vacating Drainage and Utility easement, 1057 Black Duck Court, Lot 14, Block 2, Black Duck Estates. BACKGROUND 1057 Black Duck Court a residential parcel owned by Patrick & Heather Galvin. The property owner submitted a land use application requesting the vacation, of a portion, of a drainage and utility easement on their property for the installation of a deck and for compliance with City code. The drainage and utility easement was dedicated to the City through the platting process pre wetland conservation act. The property owner has completed an approved wetland delineation on the property. Staff has reviewed the delineation and grading of this site and the adjacent properties to determine the area that could be vacated. The property owner is going to move their shed and complete grading on the site to become in compliance with code. The vacation of the easement will also allow them to construct a deck which was not previously allowed due to the easement. The Drainage and Utility Easement Vacation Description Sketch prepared by E.G Rud and Sons, Inc. received on October 15, 2024 details the proposed drainage and utility area to be vacated. The second reading of the ordinance is scheduled for November 25, 2024. RECOMMENDATION Staff is recommending approval of the 15Y Reading of Ordinance No. 15-24 Vacating Drainage & Utility Easements, 1057 Black Duck Court, Lot 14, Block 2, Black Duck Estates. ATTACHMENTS 1. Ordinance No. 15-24 2. Drainage and Utility Easement Vacation Description Sketch 1" Reading: Publication: 2nd Reading: Effective: CITY OF LINO LAKES ORDINANCE NO. 15-24 DRAINAGE AND UTILITY EASEMENT VACATION (1057 BLACK DUCK CT, LOT 14 BLOCK 2, BLACK DUCK ESTATES, ANOKA COUNTY, MINNESOTA) The City Council of Lino Lakes ordains: Section 1: Findings of Fact 1. The City Council of Lino Lakes has determined to vacate the drainage and utility easement ("Easement") as shown in Attachment A and legally described as follows: That part of the drainage and utility easement lying over, under, and across Lot 14, Block 2, BLACK DUCK ESTATES, Anoka County, Minnesota, as created and dedicated in said BLACK DUCK ESTATES, described as follows: Commencing at the southeast corner of said Lot 14, thence North 00 degrees 02 minutes 18 seconds West, assumed bearing, along the easterly line of said Lot 14, for a distance of 90.00 feet to an angle point along said easterly line, and to the point of beginning of said easement to be vacated; thence South 75 degrees 38 minutes 00 seconds West, for a distance of 82.57 feet, more or less, to a point on the west line of said Lot 14 being 70.00 feet from the southwest corner thereof; thence North 00 degrees 02 minutes 18 seconds West, along said west line, for a distance of 102.00 feet; thence North 89 degrees 57 minutes 42 seconds East, for a distance of 50.00 feet; thence South 45 degrees 17 minutes 35 seconds East, for a distance of 52.89 feet, more or less to the easterly line of said Lot 14; thence South 09 degrees 37 minutes 47 seconds West, along said easterly line, for a distance of 45.00 feet to said point of beginning. Except that part embraced within the easterly and Westerly 5.00 feet of said Lot 14. A public hearing was held on November 12, 2024 before the City Council in the City Hall Council Chambers after due published and posted notice had been given and reasonable attempts were made to give personal notice to all affected property owners, and all persons interested were given an opportunity to be heard; and 3. It appears to be in the best interest of the City to vacate such Easement; and 4. This ordinance shall be recorded with the Anoka County; and 5. Four -fifths of all members of the City Council concur with this ordinance. Section 2: Easement Vacated The Easement legally described herein is hereby vacated upon the property becoming compliant with all City Ordinances. Specifically the existing shed and site drainage shall be addressed. Should the City determine, in its sole discretion, that the noncompliance issues have not been suitably addressed, the vacation provided by this Ordinance shall be null and void. Section 3: Effect This ordinance shall be in force and effect from and after its passage and publication according to the Lino Lakes City Charter and upon recording of the Easement ordinance. Adopted by the Lino Lakes City Council this 121" day of November, 2024. 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BACKGROUND The property owner has submitted a signed waiver, which waives their rights to a hearing and waives their rights to appeal under the Lino Lakes City Charter and/or Minnesota Statute 429 provided that the assessment associated with the improvement is levied against their property. The City will adopt assessments for the following individual properties, which requested connection to city utilities: - 6943 2nd Avenue The total amount to be assessed is $9,539.00. Attached is the proposed assessment roll. RECOMMENDATION Staff is recommending approval of Resolution No. 24-144, Adopting Assessments, 2024 Individual Properties. ATTACHMENTS 1. Resolution No. 24-144 2. Assessment Roll CITY OF LINO LAKES RESOLUTION NO.24-144 ADOPTING INDIVIDUAL ASSESSMENTS WHEREAS, pursuant to an executed Petition and Waiver Agreement, associated property owners waive all rights to a hearing on conducting of local improvements which will benefit the following properties which requested connection to City utilities: - 6943 2nd Avenue NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes: 1. Such proposed assessment, a copy of which is attached hereto and made a part thereof, is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein included is hereby found to be benefited by the proposed improvement in the amount of the assessment levied against it. 2. Such assessment shall be payable in equal annual installments extending over a period of fifteen years for 6943 2nd Avenue. The first installment to be payable on or before the first Monday in January, 2025, and shall bear interest at the rate of five percent (5%) per annum from the date of the adoption of this assessment resolution. To the first installment shall be added interest on the entire assessment from the date of this resolution until December 31, 2024. To each subsequent installment when due shall be added interest for one year on all unpaid installments. 3. The owner of any property so assessed may, at any time prior to certification of the assessment to the County Auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the City, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of this resolution; and the owner may, at any time thereafter, pay to the City the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made before November 15 or interest will be charged through December 31 of the next succeeding year. 4. The clerk shall forthwith transmit a certified duplicate of this assessment to the County Auditor to be extended on the property tax lists of the County. Such assessments shall be collected and paid over in the same manner as other municipal taxes. Adopted by the City Council of Lino Lakes, Minnesota this 12th day of November, 2024. Rob Rafferty, Mayor ATTEST: Roberta Colotti, City Clerk ASSESSMENT ROLL 2024 INDIVIDUAL ASSESSMENTS LINO LAKES. MINNESOTA PIN ADDRESS November 12, 2024 SANITARY SURFACE NEW LOT SANITARY WATERMAIN STREET STORM SEWER SEWER WATERMAIN WATER ASSESSMENT FRONT FRONT FRONT FRONT TOTAL UNIT UNIT UNIT MGMT UNIT FOOTAGE FOOTAGE FOOTAGE FOOTAGE ASSESSMENT 19-31-22-31-0004 6943 2nd Avenue 1 $3,363.00 $- $- $ 6,176.00 $- $- $- $9,539.00 TOTAL $ 3,363.00 $ - $ - $ - $ 6,176.00 $ - $ - $ - $ 9,539.00 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 6E STAFF ORIGINATOR: Michael Grochala, Community Development Director MEETING DATE: November 5, 2024 TOPIC: Consider Resolution No. 24-146, Approving Professional Services Agreement with WSB for Preparation of Test Well 7B Design and Analysis, Michael Grochala VOTE REQUIRED: Simple Majority INTRODUCTION Staff is requesting City Council consideration to authorize preparation of a test well and design analysis in preparation for Well No. 7 permit application. BACKGROUND The City has six water production wells to meet the domestic water supply needs of the community. As discussed at the November 4, 2024, work session Well No. 2 has not been used since 2019 due to its poor water quality. It has the highest manganese concentrations of the six wells, exceeding MDH health guidelines, and in addition, its iron and manganese concentrations are an aesthetic concern because they can cause staining and a metallic taste. Recent testing for PFAS identified PFOA concentrations over recently established EPA Maximum Contaminant Levels (MCLs). The well is also located over 3 miles from the Water Treatment Plant (WTP) currently under construction. Connection to the plant would require a new raw water main over that length and still would not address PFAS issues. Staff is proposing construction of new well on the WTP site which would be connected directly to the new plant. This would result in 5 wells initially treated by the plant with Well No. 4 used as a maintenance/peaking well. Connection to the plant also eliminates the need to construct a pumphouse, greatly reducing costs. Staff has started discussion with the Minnesota Department of Natural Resources (MNDNR) regarding the proposed well application. MNDNR has completed a preliminary well assessment as the first step in the process. WSB has provided a proposal to complete the test well design and analysis component of the project. Following completion of the design and specifications the City will obtain quotes for the test well construction and monitoring. Following completion of the project WSB will complete a technical memorandum summarizing the test findings. WSB is proposing to complete the work on a hourly basis, not -to -exceed fee of $16,100. The project will be funded from the Area and Unit fund. RECOMMENDATION Staff is recommending approval of Resolution No. 24-146. ATTACHMENTS 1. Resolution No. 24-146 2. WSB Proposal CITY OF LINO LAKES RESOLUTION NO. 24-146 APPROVING PROFESSIONAL SERVICES AGREEMENT WITH WSB FOR PREPARATION OF TEST WELL 713 DESIGN AND ANALYSIS WHEREAS, the City is proposing to construct a new municipal well to replace Well No. 2, and WHEREAS, the process requires the construction of a test well to evaluate potential impacts on surrounding wells and the aquifer, and WHEREAS, WSB, City Engineer, has provided a proposal to prepare the test well design and complete the required analysis, in the amount of $16,100. WHEREAS, funding for the project will come from the City's Area and Unit fund. NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that the Professional Services Agreement with WSB for Test Well 713 Design and Analysis is hereby approved and staff is authorized to execute the proposal on behalf of the City. Adopted by the City Council of the City of Lino Lakes this 121h day of November, 2024. Rob Rafferty, Mayor ATTEST: Roberta Colotti, CIVIC, City Clerk 0 U U z w m 0 L0 00 00 N U) 0 L0 W W U) W OD November 5, 2024 Michael Grochala Community Development Director City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 Re: Proposal to Provide Professional Engineering Services for Test Well No. 7B Design and Analysis Dear Mr. Grochala: We appreciate the opportunity to submit this proposal to the City of Lino Lakes to provide professional engineering services for the design and analysis of Test Well No. 7B. This work includes design, bidding, surveying, and construction services for the test well, the preparation of raw watermain costs estimates for connecting to the water treatment plant (WTP), analysis of the test pumping data, and analysis of water quality data with respect to primary and secondary drinking water contaminants. This data is necessary to estimate a production well's anticipated pumping capacity, water quality, and interference possibilities with adjacent municipal and private wells. Project Approach/Scope of Services WSB's project scope and proposed work plan is based on our understanding of the project, experience on similar projects, preliminary assessment by the Minnesota Department of Natural Resources (DNR), and discussion with City staff. In their letter dated September 12, 2024, the DNR provided a preliminary assessment of the proposed Well No. 7 location. The DNR indicated that more information is needed and an aquifer test would be required for a DNR permit for this well. It is anticipated that the aquifer test will include interference monitoring of water levels at nearby wells including City Wells No. 3 and 6, DNR Observation Well No. 02013, and one private well to be determined. The proposed scope of work includes the following: I. Survey of property boundaries for the test well site (if different from WTP site); II. Review of existing well logs and other hydrogeologic records for the proposed well site; III. Preparation and distribution of request for quotations; IV. Tabulation of quotes and recommendations of award; V. Site visit to observe construction of test well; VI. Site visit during test pumping of well to verify contractor's drawdown measurements; VII. Analysis of test pumping data; VI I I. Review of water quality data; IX. Preparation of high-level cost estimates for proposed raw watermain to connect well to WTP raw watermain; and X. Summarization of findings in a technical memorandum. LTR PROP Test Well No. 7B Lino Lakes Test Well No. 7B November 5, 2024 Page 2 Schedule WSB will complete the scope of work outlined above based on the following preliminary schedule: Description Date Authorization to Proceed Nov. 2024 Submit Aquifer Test Spec to DNR Dec. 2024 Test Well Request for Quotations Jan. 2025 Test Well Construction Feb. 2025 Test Pumping & Water Quality Analysis Feb. 2025 Draft Technical Memorandum Mar. 2025 Final Technical Memorandum Apr. 2025 Estimated Fee WSB proposes to complete the scope of services outlined within this proposal for an hourly, not - to -exceed fee of $16,100. This does not include the construction, operation, test pumping, and lab fees for the test well itself. This letter represents our understanding of the project scope. All work under this letter proposal will be governed by the Professional Services Agreement entered into between the City of Lino Lakes and WSB on January 1, 2014. If you are in agreement, please sign on the space provided below and return one original signed copy to us for our records. If you have any questions about this proposal, please feel free to call me at (612) 437-7967. We look forward to working with you and greatly appreciate the opportunity to assist the City of Lino Lakes in the completion of this project. Sincerely, Jon Christensen Project Manager Acceptance A*110'm Steve Nelson Director of Water/Wastewater I hereby authorize WSB to proceed with the above -referenced work under the terms and conditions of the Professional Services Agreement entered into between the City of Lino Lakes and WSB on January 1, 2014. Name Title Date LTR PROP Test Well No. 7B