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09-12-2022 City Council Packet
EXPANDED AGENDA C I T`O F IINMKES CITY COUNCIL AGENDA Monday, September 12, 2022 6:30 p.m. (Scheduled to be broadcast on Channel 16) City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Lyden and Stoesz City Administrator: Sarah Cotton COUNCIL WORK SESSION, 6:00 P.M. Council Chambers (not televised) 1. Review Regular Agenda CITY COUNCIL MEETING, 6:30 P.M. ➢ Call to Order and Roll Call — Stoesz, Cavegn, Lyden, Rafferty were present; Ruhland was absent ➢ Pledge of Allegiance ➢ Open Mike / Public Comment (in person or received in writing prior to meeting) There were no public comments ➢ Setting the Agenda: Addition or Deletion of Agenda Items SPECIAL PRESENTATION ➢ Oath of Police Service — Police Officer, Matt Reineke PROCLAMATION Proclaiming the week of September 17-23 as United States Constitution Week 1. CONSENT AGENDA A) Consider Approval of Expenditures for September 12, 2022 (Check No. 117094 through 117199 in the Amount of $1,566,041.59 B) Consider Approval of August 22, 2022 Work Session Minutes C) Consider Approval of August 22, 2022 Council Meeting Minutes D) Consider Approval of Acceptance of Monetary Donation from Rotary Club E) Consider Approval of LG220 Exempt Gambling Permit for the Knights of Columbus F) Consider Approval of Resolution 22-107, Approving a 1-4 Day Temporary Liquor and LG220 Exempt Gambling Permit for the Lino Lakes Lions G) Consider Approval of Resolution 22-108, Tobacco License for Ai Afureedy, AK Smoke Zone Inc. Council Agenda -2- H) Consider Resolution No. 22-109, Declaring Cost to Be Assessed, Ordering Preparation of Assessment Role, and Calling for Hearin on n Proposed Assessment, 2022 Weed Abatement Charges Action Taken: Motion by Lyden seconded by Stoesz to approve Consent Agenda Items 1A through 1 H, as presented, was adopted 2. FINANCE DEPARTMENT REPORT None 3. ADMINISTRATION DEPARTMENT REPORT A) Consider Approval of Drug and Alcohol Testing and Drug -Free Workplace Act Policy for Non -DOT, Meg Sawyer Action Taken: Motion by Cavegn, seconded by Stoesz, to approve the policy as presented, was adopted B) Consider Appointment of Part -Time Firefighter, Meg Sawyer Action Taken: Motion by Lyden seconded by Stoesz, to approve the appointment of Taylor Andres as recommended, was adopted 4. PUBLIC SAFETY DEPARTMENT REPORT A) Purchase of Fire Apparatus, John Swenson i) Consider Approval of Contract with Custom Fire Action Taken: Motion by Cavegn, seconded by Lyden, to approve the purchase as recommended, was adopted ii) Consider Resolution No. 22-103 Approving Interfund Loan Action Taken: Motion by Cavegn, seconded by Lyden, to approve Resolution No. 22-103 as presented, was adopted 5. PUBLIC SERVICES DEPARTMENT REPORT A) Consider Approval of Resolution No. 22-101, Accepting Quotes and Awarding a Construction Contract, 2022 Trail Fog Seal Project, Diane Hankee Action Taken: Motion by Lyden seconded by Stoesz, to approve Resolution No. 22-101 as presented, was adopted 6. COMMUNITY DEVELOPMENT REPORT A) Kwik Trip, Katie Larsen i) Consider Resolution No. 22-94 Approving Conditional Use Permit for Motor Fuel Station ii) Consider Resolution No. 22-95 Approving Conditional Use Permit for Commercial Car Wash iii) Consider Resolution No. 22-96 Approving Site Improvement Performance Agreement Council Agenda -3- Action Taken: Motion by Lyden, seconded by Cavegn, to postpone discussion of the items was approved B) Belland Farms Second Addition and New Horizon Academy, Katie Larsen i) Consider Resolution No. 22-97 Approving Preliminary Plat Action Taken: Motion by Lyden seconded by Cavegn, to approve Resolution No. 22-97 as presented, was adopted ii) Consider Resolution No. 22-98 Approving Conditional Use Permit for Commercial Day Care Facility Action Taken: Motion by Lyden seconded by Cavegn, to approve Resolution No. 22-98 as presented, was adopted iii) Consider Resolution No. 22-99 Approving Site Improvement Performance Agreement Action Taken: Motion by Lyden seconded by Cavegn, to approve Resolution No. 22-99 as presented, was adopted iv) Consider Resolution No. 22-100 Approving Parking Deferment Agreement Action Taken: Motion by Lyden seconded by Cavegn, to approve Resolution No. 22-100 as presented, was adopted C) Belland Farms, Diane Hankee i. Consider Resolution No. 22-89 Approving First Amendment to Development Agreement Action Taken: Motion by Stoesz seconded by Lyden, to approve Resolution No. 22-89 as presented, was adopted ii. Consider Resolution No. 22-90 Agreement for Reimbursement of Meter Vault Installation with MCES Action Taken: Motion by Stoesz seconded by Lyden, to approve Resolution No. 22-90 as presented, was adopted D) Consider Approval of Resolution No. 22-102, Accepting Quotes and Awarding a Construction Contract, 2022 Surface Water Maintenance Project, Diane Hankee Action Taken: Motion by Lyden seconded by Cavegn, to approve Resolution No. 22-102 as presented, was adopted E) Consider Resolution No. 22-105, Approving Joint Powers Agreement with Anoka County, Reconstruction of CSAH 49 (Hodgson Road) and CSAH 32 (County Road J), Michael Grochala Action Taken: Motion by Cavegn, seconded by Stoesz, to approve Resolution No. 22-105 as presented, was adopted F) Consider Resolution No. 22-106, Authorize Professional Services Agreement with WSB and Associates, Gateway Design Plan, Michael Grochala Council Agenda IS 7. 8. Action Taken: Motion by Lyden seconded by Stoesz, to approve Resolution No. 22-106 as presented, was adopted UNFINISHED BUSINESS None NEW BUSINESS None Adjournment Motion by Cavegn, seconded by Stoesz, to adjourn at 7:35 p.m., was adopted Community Calendar — A Look Ahead September 12, 2022 through September 26, 2022 Wednesday, September 14 Monday, September 26 Monday, September 26 6:30 pm, Council Chambers 6:00 pm, Community Room 6:30 pm, Council Chambers Planning & Zoning Board Council Work Session City Council Meeting Updated 91912022 CITY COUNCIL AGENDA Monday, September 12, 2022 6:30 p.m. (Scheduled to be broadcast on Channel 16) City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz City Administrator: Sarah Cotton COUNCIL WORK SESSION, 6:00 P.M. Council Chambers (not televised) 1. Review Regular Agenda CITY COUNCIL MEETING, 6:30 P.M. ➢ Call to Order and Roll Call ➢ Pledge of Allegiance ➢ Open Mike / Public Comment (in person or received in writing prior to meeting) ➢ Setting the Agenda: Addition or Deletion of Agenda Items SPECIAL PRESENTATION ➢ Oath of Police Service — Police Officer, Matt Reineke PROCLAMATION Proclaiming the week of September 17-23 as United States Constitution Week 1. CONSENT AGENDA A) Consider Approval of Expenditures for September 12, 2022 (Check No. 117094 through 117199 in the Amount of $1,566,041.59 B) Consider Approval of August 22, 2022 Work Session Minutes C) Consider Approval of August 22, 2022 Council Meeting Minutes D) Consider Approval of Acceptance of Monetary Donation from Rotary Club E) Consider Approval of LG220 Exempt Gambling Permit for the Knights of Columbus F) Consider Approval of Resolution 22-107, Approving a 1-4 Day Temporary Liquor and LG220 Exempt Gambling Permit for the Lino Lakes Lions G) Consider Approval of Resolution 22-108, Tobacco License for Ai Afureedy, AK Smoke Zone Inc. H) Consider Resolution No. 22-109, Declaring Cost to Be Assessed, Ordering Preparation of Assessment Role, and Calling for Hearin on n Proposed Assessment, 2022 Weed Abatement Charges Council Agenda -2- 2. FINANCE DEPARTMENT REPORT None 3. ADMINISTRATION DEPARTMENT REPORT A) Consider Approval of Drug and Alcohol Testing and Drug -Free Workplace Act Policy for Non -DOT, Meg Sawyer B) Consider Appointment of Part -Time Firefighter, Meg Sawyer 4. PUBLIC SAFETY DEPARTMENT REPORT A) Purchase of Fire Apparatus, John Swenson i) Consider Approval of Contract with Custom Fire ii) Consider Resolution No. 22-103 Approving Interfund Loan 5. PUBLIC SERVICES DEPARTMENT REPORT A) Consider Approval of Resolution No. 22-101, Accepting Quotes and Awarding a Construction Contract, 2022 Trail Fog Seal Project, Diane Hankee 6. COMMUNITY DEVELOPMENT REPORT A) Kwik Trip, Katie Larsen i) Consider Resolution No. 22-94 Approving Conditional Use Permit for Motor Fuel Station ii) Consider Resolution No. 22-95 Approving Conditional Use Permit for Commercial Car Wash iii) Consider Resolution No. 22-96 Approving Site Improvement Performance Agreement B) Belland Farms Second Addition and New Horizon Academy, Katie Larsen i) Consider Resolution No. 22-97 Approving Preliminary Plat ii) Consider Resolution No. 22-98 Approving Conditional Use Permit for Commercial Day Care Facility iii) Consider Resolution No. 22-99 Approving Site Improvement Performance Agreement iv) Consider Resolution No. 22-100 Approving Parking Deferment Agreement C) Belland Farms, Diane Hankee i. Consider Resolution No. 22-89 Approving First Amendment to Development Agreement ii. Consider Resolution No. 22-90 Agreement for Reimbursement of Meter Vault Installation with MCES D) Consider Approval of Resolution No. 22-102, Accepting Quotes and Awarding a Construction Contract, 2022 Surface Water Maintenance Project, Diane Hankee Council Agenda -3- 7. 8. E) Consider Resolution No. 22-105, Approving Joint Powers Agreement with Anoka County, Reconstruction of CSAH 49 (Hodgson Road) and CSAH 32 (County Road J), Michael Grochala F) Consider Resolution No. 22-106, Authorize Professional Services Agreement with WSB and Associates, Gateway Design Plan, Michael Grochala UNFINISHED BUSINESS None NEW BUSINESS None Adjournment Community Calendar —A Look Ahead September 12, 2022 through September 26, 2022 ,46 Wednesday, September 14 JF Monday, September 26 � Monday, September 26 6:30 pm, Council Chambers 6:00 pm, Community Room 6:30 pm, Council Chambers Planning & Zoning Board Council Work Session City Council Meeting PROCLAMATION CONSTITUTION WEEK SEPTEMBER 17-23, 2022 WHEREAS, September 17, 2022, marks the two hundred thirty-fifth anniversary of the drafting of the Constitution of the United States of America by the Constitutional Convention; and, WHEREAS, it is fitting and proper to accord official recognition to this magnificent document and its memorable anniversary, and to the patriotic celebrations which will commemorate it; and WHEREAS, Public Law 915 guarantees the issuing of a proclamation each year by the President of the United States of America designating September 17 through 23 as Constitution Week; NOW THEREFORE, BE IT RESOLVED that I, Rob Rafferty, Mayor of the City of Lino Lakes, do hereby proclaim the week of September 17 through 23, 2022 as CONSTITUTION WEEK and urge all citizens to study the Constitution, and reflect on the privilege of being an American with all the rights and responsibilities which that privilege involves. IN WITNESS WHEREOF, I have hereunto set my hand and caused the Seal of the City of Lino Lakes to be affixed. Adopted by the Lino Lakes City Council on September 12th, 2022. Rob Rafferty, Mayor Attest: Julie Bartell, City Clerk Expenditures September 12, 2022 Check # 117094 to # 117199 $115661041.59 Accounts Payable Check Detail User: jessica.eller Printed: 09/07/2022 - 2:31PM Check Number Check Date 4 - A&L Superior Quality Sod, Inc. Line Item Account 117100 09/12/2022 Inv 9233 Line Item Date Line Item Description 05/03/2021 4 rolls turfgrass sod Inv 9233 Total Inv 9235 Line Item Date Line Item Description 05/03/2021 2 rolls turfgrass sod Inv 9235 Total Inv 9325 Line Item Date Line Item Description 06/17/2021 1 rolls turfgrass sod Inv 9325 Total 117100 Total: 4 - A&L Superior Quality Sod, Inc. Total: 1888 - Adolph Kiefer & Associates LLC Line Item Account 117101 09/12/2022 Inv INVO01231476 Line Item Date Line Item Description 07/27/2022 Rashguards Inv INV001231476 Total 117101 Total: 1888 - Adolph Kiefer & Associates LLC Total: 14 - AFSCME Council #5 Line Item Account 101-000-2040-000 117096 09/02/2022 Inv Line Item Date Line Item Description Line Item Account 101-430-4211-000 Line Item Account 101-430-4211-000 Line Item Account 101-430-4211-000 Line Item Account 202-451-4200-603 Line Item Account Amount 11.20 11.20 5.60 5.60 2.80 2.80 19.60 296.50 296.50 296.50 296.50 AP -Check Detail (9/7/2022 - 2:31 PM) Page 1 Check Number Check Date Amount 08/31 /2022 PR Batch 00002.09.2022 Union Dues AFSCME 101-000-2040-000 376.32 Inv Total 376.32 117096 Total: 376.32 14 - AFSCME Council #5 Total: 376.32 16 - Aid Electric Corporation Line Item Account 117102 09/12/2022 Inv 70575 Line Item Date Line Item Description Line Item Account 08/11/2022 Repair GFI's in community garden area 101-450-4300-000 807.32 Inv 70575 Total 807.32 Inv 70576 Line Item Date Line Item Description Line Item Account 08/11/2022 Rewire new pumps to splash pad in community garden area 101-450-4300-000 429.68 Inv 70576 Total 429.68 Inv 70577 Line Item Date Line Item Description Line Item Account 08/11/2022 Add recpt for fire alarm 202-451-4300-000 184.27 Inv 70577 Total 184.27 117102 Total: 1,421.27 16 - Aid Electric Corporation Total: 1,421.27 1595 - Allied Oil & Supply, Inc. Line Item Account 117103 09/12/2022 Inv 625909-00 Line Item Date Line Item Description Line Item Account 08/18/2022 55 gallon drum of 5W40 engine oil 101-431-4221-000 985.15 Inv 625909-00 Total 985.15 117103 Total: 985.15 1595 - Allied Oil & Supply, Inc. Total: 985.15 873 - Ancom Communications Line Item Account 117104 09/12/2022 AP -Check Detail (9/7/2022 - 2:31 PM) Page 2 Check Number Check Date Amount Inv 109848 Line Item Date Line Item Description Line Item Account 08/12/2022 Repaired Rx audio #625 101-431-4410-000 245.00 Inv 109848 Total 245.00 Inv 109849 Line Item Date Line Item Description Line Item Account 08/12/2022 Repaired radio speaker audio #625 101-431-4410-000 515.00 Inv 109849 Total 515.00 117104 Total: 760.00 873 - Ancom Communications Total: 760.00 43 - Anoka County Sheriff s Office Line Item Account 117105 09/12/2022 Inv 8/9/2022 Line Item Date Line Item Description Line Item Account 08/09/2022 Tuition - N. Hamann 101-420-4330-000 600.00 Inv 8/9/2022 Total 600.00 117105 Total: 600.00 43 -Anoka County Sheriffs Office Total: 600.00 44 - Anoka County Treasury Office Line Item Account 117106 09/12/2022 Inv B220811L Line Item Date Line Item Description Line Item Account 08/11/2022 Site 116 Sept 2022 CAC Fiber 101-432-4300-501 75.00 08/11/2022 Site 115 Sept 2022 CAC Fiber 101-432-4300-500 75.00 08/11/2022 Site 117 Sept 2022 CAC Fiber 101-432-4300-503 75.00 Inv B220811 L Total 225.00 117106 Total: 225.00 44 - Anoka County Treasury Office Total: 225.00 54 - Aspen Mills, Inc. Line Item Account 117107 09/12/2022 Inv 297227 Line Item Date Line Item Description Line Item Account 07/18/2022 Uniform Allowance - D. Thill 101-420-4370-000 41.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 3 Check Number Check Date Amount Inv 297227 Total Inv 298692 Line Item Date Line Item Description 08/13/2022 Uniform Allowance - A. Richm Inv 298692 Total Inv 298988 Line Item Date Line Item Description 08/18/2022 Dept Exp - Z. Beddow Inv 298988 Total Inv 299013 Line Item Date Line Item Description 08/19/2022 Uniform Allowance - M. Carlson Inv 299013 Total Inv 299132 Line Item Date Line Item Description 08/22/2022 Dept Exp - Z. Beddow Inv 299132 Total Inv 299173 Line Item Date Line Item Description 08/23/2022 Dept Exp 08/23/2022 Uniform Allowance - C. Boehme Inv 299173 Total Inv 299511 Line Item Date Line Item Description 08/29/2022 Uniform Allowance - N. Hamann Inv 299511 Total 117107 Total: 54 - Aspen Mills, Inc. Total: 1262 - B&B Commercial Coating LLC Line Item Account 117108 09/12/2022 Inv 1026 Line Item Date Line Item Description 07/26/2022 Hydrant painting Inv 1026 Total 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 101-420-4370-000 101-420-4370-000 Line Item Account 101-420-4370-000 Line Item Account 601-494-4300-000 41.00 227.65 227.65 39.85 39.85 32.00 32.00 1,843.13 1,843.13 849.00 227.65 1,076.65 164.85 164.85 3,425.13 3,425.13 14,125.00 14,125.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 4 Check Number Check Date Amount 117108 Total: 14,125.00 1262 - B&B Commercial Coating LLC Total: 14,125.00 85 - Bluetarp Financial, Inc. Line Item Account 117109 09/12/2022 Inv G64535/G Line Item Date Line Item Description Line Item Account 08/23/2022 Concrete mix 101-430-4211-000 8.98 Inv G64535/G Total 8.98 117109 Total: 8.98 85 - Bluetarp Financial, Inc. Total: 8.98 837 - Bonfe's Plumbing, Heating & Air Service Line Item Account 117110 09/12/2022 Inv 2022-01113 Line Item Date Line Item Description Line Item Account 08/18/2022 Permit voided 101-000-3254-000 55.20 Inv 2022-01113 Total 55.20 117110 Total: 55.20 837 - Bonfe's Plumbing, Heating & Air Service Total: 55.20 92 - Boyer Trucks, Inc. Line Item Account 117111 09/12/2022 Inv 007P39491 Line Item Date Line Item Description Line Item Account 08/17/2022 Air brake chamber #200 101-431-4221-000 55.11 Inv 007P39491 Total 55.11 117111 Total: 55.11 92 - Boyer Trucks, Inc. Total: 55.11 93 - Braun Intertec Line Item Account 117112 09/12/2022 Inv B306067 Line Item Date Line Item Description Line Item Account 08/18/2022 Lino Lakes 2022 Street Rehabilitation - MnDOT Materials Testing 421-499-4300-137 164.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 5 Check Number Check Date Amount Inv B306067 Total 117112 Total: 93 - Braun Intertec Total: 110 - Carroll Construction Supply Line Item Account 117113 09/12/2022 Inv LL060498 Line Item Date Line Item Description 07/28/2022 Diesel sprayer parts Inv LL060498 Total 117113 Total: 110 - Carroll Construction Supply Total: 1030 - CCP Industries Line Item Account 117114 09/12/2022 Inv IN03083196 Line Item Date Line Item Description 08/15/2022 Disinfectant wipes Inv IN03083196 Total 117114 Total: 1030 - CCP Industries Total: 116 - CenterPoint Energy Line Item Account 117115 09/12/2022 Inv August 2022 Line Item Date Line Item Description 08/29/2022 Natural Gas 08/29/2022 Natural Gas 08/29/2022 Natural Gas 08/29/2022 Natural Gas 08/29/2022 Natural Gas 08/29/2022 Natural Gas Inv August 2022 Total 117115 Total: Line Item Account 101-430-4211-000 Line Item Account 101-430-4211-000 Line Item Account 101-450-4383-000 101-432-4383-502 602-495-4383-000 101-432-4383-500 101-432-4383-501 601-494-4383-000 164.00 164.00 164.00 58.52 58.52 58.52 58.52 1.74 1.74 1.74 1.74 34.83 145.57 164.30 104.74 46.32 71.00 566.76 566.76 AP -Check Detail (9/7/2022 - 2:31 PM) Page 6 Check Number Check Date Amount 116 - CenterPoint Energy Total: 117 - Central Pension Fund Line Item Account 101-000-2040-000 117094 08/19/2022 Inv August2022 Line Item Date Line Item Description 08/19/2022 Central Pension Fund - August 2022 Inv August2022 Total 117094 Total: 117 - Central Pension Fund Total: 120 - Century Fence Company, Inc. Line Item Account 117116 09/12/2022 Inv 223036102 Line Item Date Line Item Description 08/18/2022 Road striping Inv 223036102 Total 117116 Total: 120 - Century Fence Company, Inc. Total: 121- CenturyLink Line Item Account 101-432-4321-503 117117 09/12/2022 Inv 6517843659805 Line Item Date Line Item Description 08/10/2022 Phone & Internet Services Inv 6517843659805 Total Inv 7637846219687 Line Item Date Line Item Description 08/10/2022 Pool Emergency Phone Services Inv 7637846219687 Total 117117 Total: 121- CenturyLink Total: 122 - CES Imaging Line Item Account 101-432-4410-503 117118 09/12/2022 Line Item Account 101-000-2040-000 Line Item Account 101-430-4410-000 Line Item Account 101-432-4321-503 Line Item Account 202-451-4321-000 566.76 5,952.00 5,952.00 5,952.00 5,952.00 750.00 750.00 750.00 750.00 65.22 65.22 69.71 69.71 134.93 134.93 AP -Check Detail (9/7/2022 - 2:31 PM) Page 7 Check Number Check Date Amount Inv INVI43093 Line Item Date Line Item Description Line Item Account 08/17/2022 August Plotter/Scanner Maintenacne 101-432-4410-503 80.00 Inv INV 143093 Total 80.00 117118 Total: 80.00 122 - CES Imaging Total: 80.00 136 - City of Roseville Line Item Account 117119 09/12/2022 Inv 0231207 Line Item Date Line Item Description Line Item Account 09/01/2022 September IT Services 602-495-4310-000 1,781.52 09/01/2022 September IT Services 601-494-4310-000 1,781.52 09/01/2022 September IT Services 101-407-4310-000 14,030.73 09/01/2022 September IT Services 603-496-4310-000 712.61 Inv 0231207 Total 18,306.38 117119 Total: 18,306.38 136 - City of Roseville Total: 18,306.38 1913 - Classic Protective Coatings, Inc Line Item Account 117120 09/12/2022 Inv 19414-000-1 Line Item Date Line Item Description Line Item Account 08/17/2022 Water Tower No. 2 Rehabilitation 601-494-5000-000 553,935.31 Inv 19414-000-1 Total 553,935.31 117120 Total: 553,935.31 1913 - Classic Protective Coatings, Inc Total: 553,935.31 761 - Comcast Line Item Account 101-432-4321-502 117121 09/12/2022 Inv 0131882 Line Item Date Line Item Description Line Item Account 08/24/2022 Phone & Internet Services 101-432-4321-502 362.18 Inv 0131882 Total 362.18 Inv 0163083 Line Item Date Line Item Description Line Item Account 08/05/2022 Phone & Internet Services 601-494-4321-000 116.02 AP -Check Detail (9/7/2022 - 2:31 PM) Page 8 Check Number Check Date Amount Inv 0163083 Total 116.02 117121 Total: 478.20 761- Comcast Total: 478.20 149 - Connexus Energy Line Item Account 117122 09/12/2022 Inv August 2022 Line Item Date Line Item Description Line Item Account 08/30/2022 Electric 601-494-4381-000 2,888.27 08/30/2022 Electric 602-495-4381-000 839.07 08/30/2022 Electric 101-432-4381-500 1,139.61 08/30/2022 Electric 101-420-4381-000 30.35 08/30/2022 Electric 101-430-4385-000 1,739.53 08/30/2022 Electric 101-450-4381-000 68.97 Inv August 2022 Total 6,705.80 117122 Total: 6,705.80 149 - Connexus Energy Total: 6,705.80 1278 - Core & Main LP Line Item Account 117123 09/12/2022 Inv INV0000053 Line Item Date Line Item Description Line Item Account 08/18/2022 Flow Test Kit 601-494-4211-000 1,096.58 Inv INV0000053 Total 1,096.58 Inv R434613 Line Item Date Line Item Description Line Item Account 08/25/2022 East Shadow Lake Drive Project 602-495-5000-146 1,540.27 Inv R434613 Total 1,540.27 117123 Total: 2,636.85 1278 - Core & Main LP Total: 2,636.85 1917 - Dane Allen Homes Line Item Account 117124 09/12/2022 Inv 2020-02050 Line Item Date Line Item Description Line Item Account 08/31/2022 Escrow Release - 1959 Red Oak Lane 801-000-2318-000 6,400.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 9 Check Number Check Date Amount Inv 2020-02050 Total Inv 2021-00544 Line Item Date Line Item Description 08/31/2022 Escrow Release - 1916 Red Oak Lane Inv 2021-00544 Total Inv 2021-01192 Line Item Date Line Item Description 08/31/2022 Escrow Release - 6693 Heritage Ave Inv 2021-01192 Total Inv 2021-01410 Line Item Date Line Item Description 08/31/2022 Escrow Release - 6696 Heritage Ave Inv 2021-01410 Total Inv 2021-01434 Line Item Date Line Item Description 08/31/2022 Escrow Release - 6701 Heritage Ave Inv 2021-01434 Total Inv 2021-01703 Line Item Date Line Item Description 08/31/2022 Escrow Release - 1907 Red Oak Lane Inv 2021-01703 Total Inv 2021-01940 Line Item Date Line Item Description 08/31/2022 Escrow Release - 6677 Heritage Ave Inv 2021-01940 Total Inv 2021-02150 Line Item Date Line Item Description 08/31/2022 Escrow Release - 1924 Red Oak Lane Inv 2021-02150 Total 117124 Total: 1917 - Dane Allen Homes Total: 175 - Delta Dental of Minnesota Line Item Account 117125 09/12/2022 Line Item Account 801-000-2318-000 Line Item Account 801-000-2318-000 Line Item Account 801-000-2318-000 Line Item Account 801-000-2318-000 Line Item Account 801-000-2318-000 Line Item Account 801-000-2318-000 Line Item Account 801-000-2318-000 6,400.00 3,400.00 3,400.00 3,400.00 3,400.00 3,400.00 3,400.00 3,400.00 3,400.00 4,400.00 4,400.00 5,400.00 5,400.00 6,400.00 6,400.00 36,200.00 36,200.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 10 Check Number Check Date Amount Inv September 2022 Line Item Date Line Item Description Line Item Account 09/01/2022 Dental Insurance Premiums 101-407-4134-000 78.65 09/01/2022 Dental Insurance Premiums 101-430-4134-000 182.01 09/01/2022 Dental Insurance Premiums 101-418-4134-000 0.00 09/01/2022 Dental Insurance Premiums 101-402-4134-000 89.88 09/01/2022 Dental Insurance Premiums 602-495-4134-000 120.22 09/01/2022 Dental Insurance Premiums 601-494-4134-000 120.22 09/01/2022 Dental Insurance Premiums 101-420-4134-000 1,103.30 09/01/2022 Dental Insurance Premiums 101-450-4134-000 141.57 09/01/2022 Dental Insurance Premiums 101-462-4134-000 8.99 09/01/2022 Dental Insurance Premiums 101-416-4134-000 44.94 09/01/2022 Dental Insurance Premiums 101-451-4134-000 4.49 09/01/2022 Dental Insurance Premiums 101-422-4134-000 134.83 09/01/2022 Dental Insurance Premiums 101-000-2040-000 415.08 09/01/2022 Dental Insurance Premiums 101-421-4134-000 65.16 09/01/2022 Dental Insurance Premiums 603-496-4134-000 103.37 09/01/2022 Dental Insurance Premiums 101-463-4134-000 11.24 09/01/2022 Dental Insurance Premiums 101-000-2044-000 1,173.76 09/01/2022 Dental Insurance Premiums 202-451-4134-000 157.31 09/01/2022 Dental Insurance Premiums 101-461-4134-000 13.47 09/01/2022 Dental Insurance Premiums 101-431-4134-000 92.14 Inv September 2022 Total 4,060.63 117125 Total: 4,060.63 175 - Delta Dental of Minnesota Total: 4,060.63 840 - Dresel Contracting Inc. Line Item Account 117126 09/12/2022 Inv 017705-000-1 Line Item Date Line Item Description Line Item Account 09/01/2022 2022 East Shadow Lake Drive 602-495-5000-146 155,465.74 Inv 017705-000-1 Total 155,465.74 117126 Total: 155,465.74 840 - Dresel Contracting Inc. Total: 155,465.74 191 - Electric Pump, Inc. Line Item Account 117127 09/12/2022 Inv 0074233-IN Line Item Date Line Item Description Line Item Account 08/25/2022 Pump installation - LS #4 602-495-4211-000 30,425.00 Inv 0074233-IN Total 30,425.00 117127 Total: 30,425.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page l I Check Number Check Date Amount 191 - Electric Pump, Inc. Total: 192 - Emergency Apparatus Maintenance Line Item Account 117128 09/12/2022 Inv 124163 Line Item Date Line Item Description 08/15/2022 Replaced circut breakers & wire tie #609 Inv 124163 Total 117128 Total: 192 - Emergency Apparatus Maintenance Total: 193 - Emergency Automotive Technologies Line Item Account 117129 09/12/2022 Inv MP061022-53 Line Item Date Line Item Description 08/11/2022 LED Lights #625 Inv MP061022-53 Total Inv OAK22087 Line Item Date Line Item Description 08/23/2022 Build -out new squad #321 Inv OAK22087 Total 117129 Total: 193 - Emergency Automotive Technologies Total: 1826 - Endurance Fitness of MN, LLC Line Item Account 117130 09/12/2022 Inv September 2022 Line Item Date Line Item Description 09/01/2022 September 2022 EF Monthly Fee Inv September 2022 Total 117130 Total: 1826 - Endurance Fitness of MN, LLC Total: 204 - Factory Motor Parts Company Line Item Account 117131 09/12/2022 Line Item Account 101-431-4410-000 Line Item Account 101-431-4410-000 Line Item Account 402-420-5000-000 Line Item Account 202-451-4411-000 30,425.00 1,903.22 1,903.22 1,903.22 1,903.22 977.90 977.90 13,703.33 13,703.33 14,681.23 14,681.23 12,500.00 12,500.00 12,500.00 12,500.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 12 Check Number Check Date Amount Inv 159-071607 Line Item Date Line Item Description 08/22/2022 Battery #505 Inv 159-071607 Total Inv 159-ZO9930 Line Item Date Line Item Description 08/29/2022 Battery #263 Inv 159-ZO9930 Total Inv 1-7914118 Line Item Date Line Item Description 08/23/2022 Battery #397 Inv 1-7914118 Total 117131 Total: 204 - Factory Motor Parts Company Total: 209 - Fastenal Company Line Item Account 117132 09/12/2022 Inv MNTC3220596 Line Item Date Line Item Description 08/05/2022 Bolts #252 Inv MNTC3220596 Total 117132 Total: 209 - Fastenal Company Total: 1458 - Fidelity Security Life Insurance Co. Line Item Account 101-000-2048-000 117133 09/12/2022 Inv 165427976 Line Item Date Line Item Description 09/01/2022 September Vision Insurance Inv 165427976 Total 117133 Total: 1458 - Fidelity Security Life Insurance Co. Total: 222 - Forest Lake Sportsmen's Club Line Item Account Line Item Account 101-431-4221-000 Line Item Account 101-431-4221-000 Line Item Account 101-431-4221-000 Line Item Account 101-431-4221-000 Line Item Account 101-000-2048-000 126.03 126.03 126.03 126.03 126.03 126.03 378.09 378.09 6.50 6.50 6.50 6.50 143.73 143.73 143.73 143.73 AP -Check Detail (9/7/2022 - 2:31 PM) Page 13 Check Number Check Date Amount 117134 09/12/2022 Inv 2337 Line Item Date Line Item Description Line Item Account 08/03/2022 Range Rental PD Qualifications 101-420-4330-000 1,800.00 Inv 2337 Total 1,800.00 117134 Total: 1,800.00 222 - Forest Lake Sportsmen's Club Total: 1,800.00 1018 - Gary Carlson Equipment Co. Line Item Account 117135 09/12/2022 Inv 126005-1 Line Item Date Line Item Description Line Item Account 08/23/2022 Turf protection mats 603-496-4211-000 8,277.50 Inv 126005-1 Total 8,277.50 Inv 126025-1 Line Item Date Line Item Description Line Item Account 08/25/2022 Excavator rental 101-430-4415-000 438.88 Inv 126025-1 Total 438.88 117135 Total: 8,716.38 1018 - Gary Carlson Equipment Co. Total: 8,716.38 233 - GDO Law Line Item Account 101-414-4303-000 117136 09/12/2022 Inv 10012 Line Item Date Line Item Description Line Item Account 09/01/2022 September Prosecutor Contract 101-414-4303-000 8,750.00 Inv 10012 Total 8,750.00 117136 Total: 8,750.00 233 - GDO Law Total: 8,750.00 249 - Grainger Line Item Account 117137 09/12/2022 Inv 9412760531 Line Item Date Line Item Description Line Item Account 08/16/2022 Replacement belts for fuel dispenser 101-432-4211-500 19.06 Inv 9412760531 Total 19.06 AP -Check Detail (9/7/2022 - 2:31 PM) Page 14 Check Number Check Date Amount Inv 9415784611 Line Item Date Line Item Description Line Item Account 08/18/2022 Water filter & coil cleaner 202-451-4211-000 104.14 Inv 9415784611 Total 104.14 117137 Total: 123.20 249 - Grainger Total: 123.20 762 - Grochala, Michael Line Item Account 117138 09/12/2022 Inv 8/16/2022 Line Item Date Line Item Description Line Item Account 08/16/2022 U.S. CAD Annual Maintenance - Bluebeam 101-416-4410-000 99.00 08/16/2022 U.S. CAD Annual Maintenance - Bluebeam 101-422-4300-000 396.00 Inv 8/16/2022 Total 495.00 117138 Total: 495.00 762 - Grochala, Michael Total: 495.00 258 - H&L Mesabi Company Line Item Account 117139 09/12/2022 Inv 10457 Line Item Date Line Item Description Line Item Account 08/19/2022 Underbody cutting edges for dump trucks 101-431-4221-000 1,973.00 Inv 10457 Total 1,973.00 117139 Total: 1,973.00 258 - H&L Mesabi Company Total: 1,973.00 271 - Hawkins, Inc. Line Item Account 117140 09/12/2022 Inv 6263613 Line Item Date Line Item Description Line Item Account 08/15/2022 Chlorine Cylinders 601-494-4222-000 50.00 Inv 6263613 Total 50.00 Inv 6265633 Line Item Date Line Item Description Line Item Account 08/15/2022 Chlorine Cylinders 202-451-4222-000 20.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 15 Check Number Check Date Amount Inv 6265633 Total 20.00 Inv 6271827 Line Item Date Line Item Description Line Item Account 08/22/2022 Chlorine & LPC-5 601-494-4222-000 11,146.23 Inv 6271827 Total 11,146.23 Inv 6271828 Line Item Date Line Item Description Line Item Account 08/22/2022 Chlorine 202-451-4222-000 263.85 Inv 6271828 Total 263.85 117140 Total: 11,480.08 271- Hawkins, Inc. Total: 11,480.08 1912 - Hero Plumbing, Heating and Cooling Line Item Account 117141 09/12/2022 Inv 2022-01454 Line Item Date Line Item Description Line Item Account 08/18/2022 Permit voided 101-000-3253-000 55.20 Inv 2022-01454 Total 55.20 117141 Total: 55.20 1912 - Hero Plumbing, Heating and Cooling Total: 55.20 305 - Identisys, Inc. Line Item Account 117142 09/12/2022 Inv 581849-R Line Item Date Line Item Description Line Item Account 08/04/2022 Employee badge software, camera, printer, installation & support 403-402-4240-000 1,647.50 Inv 581849-R Total 1,647.50 Inv 583445-R Line Item Date Line Item Description Line Item Account 08/15/2022 Employee badge printer 403-402-4240-000 1,995.00 Inv 583445-R Total 1,995.00 117142 Total: 3,642.50 AP -Check Detail (9/7/2022 - 2:31 PM) Page 16 Check Number Check Date Amount 305 - Identisys, Inc. Total: 306 - Image Printing & Graphics, Inc Line Item Account 117143 09/12/2022 Inv 162155 Line Item Date Line Item Description 08/19/2022 Car magnets Inv 162155 Total Inv 162257 Line Item Date Line Item Description 08/25/2022 Envelopes Inv 162257 Total 117143 Total: 306 - Image Printing & Graphics, Inc Total: 1177 - Innovative Office Solutions LLC Line Item Account 117144 09/12/2022 Inv CIN107176 Line Item Date Line Item Description 04/29/2022 Desk, bookcase & floor sign Inv CIN 107176 Total 117144 Total: 1177 - Innovative Office Solutions LLC Total: 312 - International Union Line Item Account 101-000-2040-000 117097 09/02/2022 Inv Line Item Date Line Item Description 08/31/2022 PR Batch 00002.09.2022 Union Dues 49ers Inv Total 117097 Total: 312 - International Union Total: 1697 - Isaac Sports Group, LLC Line Item Account 117145 09/12/2022 Line Item Account 205-497-4300-000 Line Item Account 101-420-4200-000 Line Item Account 202-451-4240-301 Line Item Account 101-000-2040-000 3,642.50 175.00 175.00 205.20 205.20 380.20 380.20 679.15 679.15 679.15 679.15 560.00 560.00 560.00 560.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 17 Check Number Check Date Amount Inv 1061 Line Item Date Line Item Description Line Item Account 06/13/2022 Consulting Fee - Final 202-451-4300-301 1,600.00 Inv 1061 Total 1,600.00 117145 Total: 1,600.00 1697 - Isaac Sports Group, LLC Total: 1,600.00 1004 - Ivy Ridge Home Builders, Inc. Line Item Account 117146 09/12/2022 Inv 2020-01532 Line Item Date Line Item Description Line Item Account 08/16/2022 Escrow Release - 2165 Butternut Street 801-000-2318-000 4,400.00 Inv 2020-01532 Total 4,400.00 Inv 2021-01268 Line Item Date Line Item Description Line Item Account 08/16/2022 Escrow Release - 2159 Butternut Street 801-000-2318-000 4,400.00 Inv 2021-01268 Total 4,400.00 Inv 2021-01715 Line Item Date Line Item Description Line Item Account 08/16/2022 Escrow Release - 2171 Butternut Street 801-000-2318-000 4,400.00 Inv 2021-01715 Total 4,400.00 117146 Total: 13,200.00 1004 - Ivy Ridge Home Builders, Inc. Total: 13,200.00 1889 - Jeff Ellis & Associates, Inc. Line Item Account 117147 09/12/2022 Inv 20109555 Line Item Date Line Item Description Line Item Account 07/18/2022 Pool Certificates 202-451-4330-000 770.00 Inv 20109555 Total 770.00 Inv 20109647 Line Item Date Line Item Description Line Item Account 07/20/2022 Audit 202-451-4300-000 1,750.00 Inv 20109647 Total 1,750.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 18 Check Number Check Date Amount 117147 Total: 1889 - Jeff Ellis & Associates, Inc. Total: 1452 - KGI Wireless Line Item Account 801-000-2300-000 117148 09/12/2022 Inv 8/24/2022 Line Item Date Line Item Description 08/24/2022 Antenna Escrow Closure Verizon Tower 1 Inv 8/24/2022 Total 117148 Total: 1452 - KGI Wireless Total: 782 - L.T.G. Power Equipment Line Item Account 117149 09/12/2022 Inv 270611 Line Item Date Line Item Description 08/18/2022 Hydraulic oil, hydraulic oil & engine filter #405 Inv 270611 Total Inv 270884 Line Item Date Line Item Description 08/29/2022 Bolts #415 Inv 270884 Total 117149 Total: 782 - L.T.G. Power Equipment Total: 359 - Landform Line Item Account 117150 09/12/2022 Inv 33321 Line Item Date Line Item Description 08/08/2022 Zoning Ordinance & Map Update Inv 33321 Total 117150 Total: 359 - Landform Total: Line Item Account 801-000-2300-000 Line Item Account 101-431-4221-000 Line Item Account 101-431-4221-000 Line Item Account 484-499-4300-000 2,520.00 2,520.00 300.00 300.00 300.00 300.00 217.61 217.61 8.97 8.97 226.58 226.58 5,480.00 5,480.00 5,480.00 5,480.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 19 Check Number Check Date Amount 1916 - Langer's Tree Service Line Item Account 117151 09/12/2022 Inv 8952 Line Item Date Line Item Description 08/22/2022 Tree removal Inv 8952 Total 117151 Total: 1916 - Langer's Tree Service Total: 365 - Law Enforcement Labor Services Line Item Account 101-000-2040-000 117098 09/02/2022 Inv Line Item Date Line Item Description 08/31/2022 PR Batch 00002.09.2022 Union Dues LELS Inv Total 117098 Total: 365 - Law Enforcement Labor Services Total: 369 - League of Minnesota Cities Line Item Account 117152 09/12/2022 Inv 366749 Line Item Date Line Item Description 09/01/2022 City of Lino Lakes Membership Dues Inv 366749 Total 117152 Total: 117153 09/12/2022 Inv 9/1/2022 Line Item Date Line Item Description 09/01/2022 Minnesota Mayors Association Membership Dues - R. Rafferty Inv 9/l/2022 Total 117153 Total: 369 - League of Minnesota Cities Total: 370 - League of MN Cities Insurance Trust Line Item Account 117154 09/12/2022 Line Item Account 101-463-4410-000 1,885.00 1,885.00 1,885.00 1,885.00 Line Item Account 101-000-2040-000 1,495.00 1,495.00 1,495.00 1,495.00 Line Item Account 101-401-4452-000 19,077.00 19,077.00 19,077.00 Line Item Account 101-401-4452-000 30.00 30.00 30.00 19,107.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 20 Check Number Check Date Amount Inv 7466 Line Item Date Line Item Description 08/19/2022 Rec Center Slip & Fall Claim 12/28/2021 Inv 7466 Total 117154 Total: 370 - League of MN Cities Insurance Trust Total: 1615 - Lennar MN Division Line Item Account 117155 09/12/2022 Inv 2021-00379 Line Item Date Line Item Description 08/23/2022 Escrow Release - 7385 Emily Circle Inv 2021-00379 Total Inv 2021-00470 Line Item Date Line Item Description 08/23/2022 Escrow Release - 7384 Emily Circle Inv 2021-00470 Total Inv 2021-00491 Line Item Date Line Item Description 08/23/2022 Escrow Release - 2045 Forest Ln Inv 2021-00491 Total Inv 2021-01318 Line Item Date Line Item Description 08/23/2022 Escrow Release - 7404 Emily Circle Inv 2021-01318 Total Inv 2021-01353 Line Item Date Line Item Description 08/23/2022 Escrow Release - 7405 Emily Circle Inv 2021-01353 Total Inv 2021-01475 Line Item Date Line Item Description 08/23/2022 Escrow Release - 7341 Crane Drive Inv 2021-01475 Total Inv 2021-01493 Line Item Date Line Item Description Line Item Account 202-451-4361-000 Line Item Account 801-000-2318-000 Line Item Account 801-000-2318-000 Line Item Account 801-000-2318-000 Line Item Account 801-000-2318-000 Line Item Account 801-000-2318-000 Line Item Account 801-000-2318-000 Line Item Account 318.00 318.00 318.00 318.00 2,800.00 2,800.00 3,900.00 3,900.00 4,300.00 4,300.00 3,900.00 3,900.00 4,900.00 4,900.00 3,900.00 3,900.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 21 Check Number Check Date Amount 08/23/2022 Escrow Release - 7340 Crane Drive 801-000-2318-000 4,800.00 Inv 2021-01493 Total 4,800.00 Inv 2021-01563 Line Item Date Line Item Description Line Item Account 08/23/2022 Escrow Release - 7336 Crane Drive 801-000-2318-000 3,900.00 Inv 2021-01563 Total 3,900.00 Inv 2021-01564 Line Item Date Line Item Description Line Item Account 08/23/2022 Escrow Release - 7345 Crane Drive 801-000-2318-000 3,900.00 Inv 2021-01564 Total 3,900.00 Inv 2021-01582 Line Item Date Line Item Description Line Item Account 08/23/2022 Escrow Release - 7344 Crane Drive 801-000-2318-000 5,800.00 Inv 2021-01582 Total 5,800.00 Inv 2021-01609 Line Item Date Line Item Description Line Item Account 08/23/2022 Escrow Release - 7348 Crane Drive 801-000-2318-000 5,900.00 Inv 2021-01609 Total 5,900.00 Inv 2021-01625 Line Item Date Line Item Description Line Item Account 08/23/2022 Escrow Release - 7352 Crane Drive 801-000-2318-000 5,900.00 Inv 2021-01625 Total 5,900.00 117155 Total: 53,900.00 1615 - Lennar MN Division Total: 53,900.00 394 - Macqueen Equipment, Inc. Line Item Account 117156 09/12/2022 Inv P03112 Line Item Date Line Item Description Line Item Account 08/11/2022 Pole guide mount & bracket 101-421-4240-000 34.25 Inv P03112 Total 34.25 Inv P03177 Line Item Date Line Item Description Line Item Account 08/17/2022 Leather front fire helmet 101-421-4370-000 65.67 AP -Check Detail (9/7/2022 - 2:31 PM) Page 22 Check Number Check Date Amount Inv P03177 Total Inv P03179 Line Item Date Line Item Description 08/17/2022 Leather front fire helmet Inv P03179 Total Inv P03214 Line Item Date Line Item Description 08/23/2022 Mask cleaner Inv P03214 Total Inv P03232 Line Item Date Line Item Description 08/26/2022 SCBA flow test Inv P03232 Total 117156 Total: 394 - Macqueen Equipment, Inc. Total: 399 - Mansfield Oil Company Line Item Account 101-431-4212-000 117157 09/12/2022 Inv 23558536 Line Item Date Line Item Description 08/31/2022 Gasoline - 2,101 gallons Inv 23558536 Total Inv 23558540 Line Item Date Line Item Description 08/31/2022 Diesel - 1,100 gallons Inv 23558540 Total 117157 Total: 399 - Mansfield Oil Company Total: 1668 - Marsden Bldg Maintenance, LLC Line Item Account 117158 09/12/2022 Inv 371233 Line Item Date Line Item Description 09/01/2022 September Janitorial Services Inv 371233 Total Line Item Account 101-421-4370-000 Line Item Account 101-421-4211-000 Line Item Account 101-421-4410-000 Line Item Account 101-431-4212-000 Line Item Account 101-431-4212-000 Line Item Account 101-432-4410-503 65.67 124.67 124.67 129.75 129.75 2,980.00 2,980.00 3,334.34 3,334.34 6,287.72 6,287.72 5,124.04 5,124.04 11,411.76 11,411.76 4,048.80 4,048.80 AP -Check Detail (9/7/2022 - 2:31 PM) Page 23 Check Number Check Date Amount Inv 371234 Line Item Date Line Item Description Line Item Account 09/01/2022 September Janitorial Services 101-432-4410-500 1,096.83 Inv 371234 Total 1,096.83 Inv 371235 Line Item Date Line Item Description Line Item Account 09/01/2022 September Janitorial Services 101-432-4410-501 663.16 Inv 371235 Total 663.16 Inv 371236 Line Item Date Line Item Description Line Item Account 09/01/2022 September Janitorial Services 101-432-4410-502 726.41 Inv 371236 Total 726.41 117158 Total: 6,535.20 1668 - Marsden Bldg Maintenance, LLC Total: 6,535.20 404 - Martin -McAllister Line Item Account 117159 09/12/2022 Inv 14754 Line Item Date Line Item Description Line Item Account 07/31/2022 Public Safety Assessment 101-402-4300-000 600.00 Inv 14754 Total 600.00 117159 Total: 600.00 404 - Martin -McAllister Total: 600.00 1463 - Menards - Blaine Line Item Account 117160 09/12/2022 Inv 38656 Line Item Date Line Item Description Line Item Account 08/18/2022 Roof panels & screws 101-450-4211-000 362.31 Inv 38656 Total 362.31 Inv 38672 Line Item Date Line Item Description Line Item Account 08/18/2022 Roof panels & screws 101-450-4211-000 128.43 Inv 38672 Total 128.43 AP -Check Detail (9/7/2022 - 2:31 PM) Page 24 Check Number Check Date Amount 117160 Total: 1463 - Menards - Blaine Total: 418 - Menards - Forest Lake Line Item Account 117161 09/12/2022 Inv 84053 Line Item Date Line Item Description 05/04/2022 Front desk shelf Inv 84053 Total Inv 86155 Line Item Date Line Item Description 06/08/2022 Mounting hardware Inv 86155 Total Inv 90423 Line Item Date Line Item Description 08/15/2022 Broom (2) Inv 90423 Total Inv 90506 Line Item Date Line Item Description 08/16/2022 Polycarbonate roof panel & screws Inv 90506 Total 117161 Total: 418 - Menards - Forest Lake Total: 423 - Met Council Environmental Services Line Item Account 602-495-4405-000 117162 09/12/2022 Inv 0001145146 Line Item Date Line Item Description 09/06/2022 October Waste Water Services Inv 0001145146 Total 117162 Total: 423 - Met Council Environmental Services Total: 421 - Metro Sales Incorporated Line Item Account Line Item Account 202-451-4211-000 Line Item Account 202-451-4211-000 Line Item Account 101-421-4240-000 Line Item Account 101-450-4211-000 Line Item Account 602-495-4405-000 490.74 490.74 18.99 18.99 27.52 27.52 25.98 25.98 605.67 605.67 678.16 678.16 90,644.91 90,644.91 90,644.91 90,644.91 AP -Check Detail (9/7/2022 - 2:31 PM) Page 25 Check Number Check Date Amount 117163 09/12/2022 Inv INV2103880 Line Item Date Line Item Description Line Item Account 08/12/2022 Copier Maintenance Contract Ricoh/IM C3500 Color Copier 202-451-4410-000 661.45 Inv INV2103880 Total 661.45 Inv INV2105657 Line Item Date Line Item Description Line Item Account 08/16/2022 Copier Maintenance Contract Ricoh/IM C3500 Color Copier 202-451-4410-000 361.45 Inv INV2105657 Total 361.45 Inv INV2108551 Line Item Date Line Item Description Line Item Account 08/19/2022 Copier Maintenance Contract Ricoh/MP C307 Color Copier 101-432-4410-500 105.40 Inv INV2108551 Total 105.40 117163 Total: 1,128.30 421- Metro Sales Incorporated Total: 1,128.30 422 - Metropolitan Area Management Association Line Item Account 117164 09/12/2022 Inv 1222 Line Item Date Line Item Description Line Item Account 08/16/2022 August MAMA Meeting - Addressing PTSD & Mental Health 101-402-4330-000 25.00 Inv 1222 Total 25.00 117164 Total: 25.00 422 - Metropolitan Area Management Association Total: 25.00 1918 - Midwest Machinery Co Line Item Account 117165 09/12/2022 Inv 9291333 Line Item Date Line Item Description Line Item Account 08/22/2022 Front wheel caster kit #144 101-431-4221-000 100.35 Inv 9291333 Total 100.35 Inv 9293744 Line Item Date Line Item Description Line Item Account 08/24/2022 Hydraulic filter & fluid #119 101-431-4221-000 148.32 Inv 9293744 Total 148.32 AP -Check Detail (9/7/2022 - 2:31 PM) Page 26 Check Number Check Date Amount 117165 Total: 248.67 1918 - Midwest Machinery Co Total: 248.67 455 - MN Metro North Tourism Board Line Item Account 101-415-4900-000 117166 09/12/2022 Inv July 2022 Line Item Date Line Item Description Line Item Account 07/31/2022 July 2022 Tourism Tax 101-415-4900-000 9,571.00 Inv July 2022 Total 9,571.00 117166 Total: 9,571.00 455 - MN Metro North Tourism Board Total: 9,571.00 477 - NAC Mechanical & Electrical Line Item Account 117167 09/12/2022 Inv 201637 Line Item Date Line Item Description Line Item Account 08/15/2022 Install toilet, sink & grab rails in family locker room 202-451-4300-000 650.00 Inv 201637 Total 650.00 117167 Total: 650.00 477 - NAC Mechanical & Electrical Total: 650.00 480 - NCPERS Group Life Insurance Line Item Account 101-000-2040-000 117095 08/19/2022 Inv August2022 Line Item Date Line Item Description Line Item Account 08/19/2022 Life Insurance Premiums - August 2022 101-000-2040-000 288.00 Inv August2022 Total 288.00 117095 Total: 288.00 480 - NCPERS Group Life Insurance Total: 288.00 497 - Northway Irrigation/Landscape Line Item Account 117168 09/12/2022 Inv 237763 Line Item Date Line Item Description Line Item Account 05/27/2022 Repaired line & rotor 101-463-4410-000 127.57 05/27/2022 Repaired line & rotor 101-430-4410-000 125.58 AP -Check Detail (9/7/2022 - 2:31 PM) Page 27 Check Number Check Date Amount Inv 237763 Total 253.15 Inv 238606 Line Item Date Line Item Description Line Item Account 06/13/2022 Rookery landscaping 202-451-4300-000 2,672.91 Inv 238606 Total 2,672.91 117168 Total: 2,926.06 497 - Northway Irrigation/Landscape Total: 2,926.06 1450 - Occupational Health Centers of NIN, P.C. Line Item Account 117169 09/12/2022 Inv 103602587 Line Item Date Line Item Description Line Item Account 07/11/2022 New Hire Testing 101-402-4300-000 63.00 Inv 103602587 Total 63.00 Inv 103610623 Line Item Date Line Item Description Line Item Account 07/21/2022 New Hire Testing 101-402-4300-000 338.00 Inv 103610623 Total 338.00 Inv 103614162 Line Item Date Line Item Description Line Item Account 07/28/2022 New Hire Testing 101-402-4300-000 63.00 Inv 103614162 Total 63.00 Inv 103622617 Line Item Date Line Item Description Line Item Account 08/10/2022 New Hire Testing 101-402-4300-000 63.00 Inv 103622617 Total 63.00 117169 Total: 527.00 1450 - Occupational Health Centers of NIN, P.C. Total: 527.00 1040 - Office of the Secretary of State Line Item Account 117099 09/02/2022 Inv 9/2/2022 Line Item Date Line Item Description Line Item Account 09/02/2022 Notary Application - J. Whitney 101-418-4330-000 120.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 28 Check Number Check Date Amount Inv 9/2/2022 Total 117099 Total: 1040 - Office of the Secretary of State Total: 1915 - Olson, Paul Line Item Account 117170 09/12/2022 Inv 8/30/2022 Line Item Date Line Item Description 08/30/2022 Hydrant Meter Rental Refund 08/30/2022 Hydrant Meter Rental Refund 08/30/2022 Hydrant Meter Rental Refund Inv 8/30/2022 Total 117170 Total: 1915 - Olson, Paul Total: 506 - Olson's Sewer Service, Inc. Line Item Account 117171 09/12/2022 Inv 98635 Line Item Date Line Item Description 08/05/2022 Senior septic waste removal Inv 98635 Total 117171 Total: 506 - Olson's Sewer Service, Inc. Total: 980 - OPG-3, Inc. Line Item Account 117172 09/12/2022 Inv 5970 Line Item Date Line Item Description 08/16/2022 Cannon Large Format Scanner Inv 5970 Total 117172 Total: 980 - OPG-3, Inc. Total: 509 - O'Reilly Automotive Stores Line Item Account 117173 09/12/2022 Line Item Account 601-000-3714-000 801-000-2301-000 601-000-3855-000 Line Item Account 101-432-4300-500 Line Item Account 403-422-4240-000 120.00 120.00 120.00 -25.00 600.00 -55.00 520.00 520.00 520.00 455.00 455.00 455.00 455.00 3,061.00 3,061.00 3,061.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 29 Check Number Check Date Amount Inv 5914-212817 Line Item Date Line Item Description 08/11/2022 Stock heat shrink Inv 5914-212817 Total Inv 5914-213280 Line Item Date Line Item Description 08/15/2022 Stock lightbulbs Inv 5914-213280 Total Inv 5914-213441 Line Item Date Line Item Description 08/16/2022 Replacement belt for fuel dispenser Inv 5914-213441 Total Inv 5914-213852 Line Item Date Line Item Description 08/19/2022 Stock filters Inv 5914-213852 Total Inv 5914-214146 Line Item Date Line Item Description 08/22/2022 Oxygen sensor #399 Inv 5914-214146 Total 117173 Total: 509 - O'Reilly Automotive Stores Total: 531 - Petty Cash - LLPD Line Item Account 117174 09/12/2022 Inv 1/10/2022 Line Item Date Line Item Description O1/10/2022 Oath of Office - S. Bergeron Inv 1/10/2022 Total Inv 4/13/2022 Line Item Date Line Item Description 04/13/2022 Appreciation - G. Christenson Inv 4/13/2022 Total Inv 4/24/2022 Line Item Date Line Item Description Line Item Account 101-431-4221-000 Line Item Account 101-431-4221-000 Line Item Account 101-432-4211-500 Line Item Account 101-431-4221-000 Line Item Account 101-431-4221-000 Line Item Account 101-420-4211-000 Line Item Account 101-420-4211-000 Line Item Account 7.99 7.99 7.54 7.54 7.21 7.21 54.19 54.19 47.73 47.73 124.66 124.66 27.98 27.98 26.97 26.97 AP -Check Detail (9/7/2022 - 2:31 PM) Page 30 Check Number Check Date Amount 04/24/2022 Promotion - DC Fronek Inv 4/24/2022 Total Inv 5/26/2022 Line Item Date Line Item Description 05/26/2022 Training material Inv 5/26/2022 Total Inv 6/12/2022 Line Item Date Line Item Description 06/12/2022 Oath of Office - PT FF Inv 6/12/2022 Total Inv 7/25/2022 Line Item Date Line Item Description 07/25/2022 Oath of Office - PT FF Inv 7/25/2022 Total Inv 8/8/2022 Line Item Date Line Item Description 08/08/2022 Tuition - K. Kraemer 08/08/2022 Tuition - T. Schaaf Inv 8/8/2022 Total 117174 Total: 531 - Petty Cash - LLPD Total: 1895 - Philippi, Tori Line Item Account 117175 09/12/2022 Inv 8/31/2022 Line Item Date Line Item Description 08/31/2022 Organic Site Tour - Mileage Reimbursement Inv 8/31/2022 Total 117175 Total: 1895 - Philippi, Tori Total: 532 - Philip's Tree Care Line Item Account 117176 09/12/2022 Inv 13021 Line Item Date Line Item Description 101-421-4211-000 Line Item Account 101-420-4330-000 Line Item Account 101-421-4211-000 Line Item Account 101-421-4211-000 Line Item Account 101-420-4330-000 101-420-4330-000 Line Item Account 101-462-4330-000 Line Item Account 19.99 19.99 40.04 40.04 26.41 26.41 4.81 4.81 10.00 10.00 20.00 166.20 166.20 111.56 111.56 111.56 111.56 AP -Check Detail (9/7/2022 - 2:31 PM) Page 31 Check Number Check Date Amount 06/07/2022 Fertilizer 101-432-4410-501 74.87 06/07/2022 Fertilizer 602-495-4300-000 125.00 06/07/2022 Fertilizer 101-432-4410-503 62.50 06/07/2022 Fertilizer 202-451-4410-000 74.87 06/07/2022 Fertilizer 101-432-4410-502 74.87 06/07/2022 Fertilizer 601-494-4300-000 267.86 06/07/2022 Weed control 101-450-4410-000 528.77 Inv 13021 Total 1,208.74 117176 Total: 1,208.74 532 - Philip's Tree Care Total: 1,208.74 546 - Pomp's Tire Service, Inc. Line Item Account 117177 09/12/2022 Inv 150157795 Line Item Date Line Item Descrintion Line Item Account 06/08/2022 Mount & balance tires #625 301-499-5000-000 2,855.72 Inv 150157795 Total 2,855.72 Inv 150158541 Line Item Date Line Item Description Line Item Account 06/23/2022 Repair flat tire #622 101-431-4410-000 76.00 Inv 150158541 Total 76.00 Inv 150160750 Line Item Date Line Item Description Line Item Account 08/11/2022 Mount & balance new tires (4) #510 101-431-4300-000 783.88 Inv 150160750 Total 783.88 Inv 150161205 Line Item Date Line Item Description Line Item Account 08/23/2022 Trailer tires (4) #703 101-431-4221-000 3,358.16 Inv 150161205 Total 3,358.16 Inv 150161635 Line Item Date Line Item Description Line Item Account 08/31/2022 Stock Tahoe tires 101-431-4221-000 1,914.60 Inv 150161635 Total 1,914.60 Inv 150161662 Line Item Date Line Item Description Line Item Account 08/31/2022 Replace damaged tire #215 101-431-4300-000 518.26 Inv 150161662 Total 518.26 AP -Check Detail (9/7/2022 - 2:31 PM) Page 32 Check Number Check Date Amount Inv 150161715 Line Item Date Line Item Description Line Item Account 09/01/2022 Tires(2) #308 101-431-4221-000 257.92 Inv 150161715 Total 257.92 117177 Total: 9,764.54 546 - Pomp's Tire Service, Inc. Total: 9,764.54 1920 - Poolside Line Item Account 117178 09/12/2022 Inv SO13678 Line Item Date Line Item Description Line Item Account 08/02/2022 Pump housing replacement 101-450-4211-000 373.95 Inv S013678 Total 373.95 117178 Total: 373.95 1920 - Poolside Total: 373.95 557 - Q3 Contracting Line Item Account 117179 09/12/2022 Inv TMN3079954 Line Item Date Line Item Description Line Item Account 09/01/2022 Traffic control 205-497-4300-000 970.00 Inv TMN3079954 Total 970.00 117179 Total: 970.00 557 - Q3 Contracting Total: 970.00 1914 - Quadient Leasing USA, Inc. Line Item Account 117180 09/12/2022 Inv N9545661 Line Item Date Line Item Description Line Item Account 08/19/2022 Postage Machine Lease 101-432-4410-503 527.04 Inv N9545661 Total 527.04 117180 Total: 527.04 1914 - Quadient Leasing USA, Inc. Total: 527.04 AP -Check Detail (9/7/2022 - 2:31 PM) Page 33 Check Number Check Date Amount 1919 - Rehbein Properties Line Item Account 117181 09/12/2022 Inv 9/l/2022 Line Item Date Line Item Description 09/01/2022 Reimbursement for Trunk Utility Install per Belland Farms DA Inv 9/l/2022 Total 117181 Total: 1919 - Rehbein Properties Total: 1410 - Rupp, Anderson, Squires & Waldspurger, P.A. Line Item Account 117182 09/12/2022 Inv 15718 Line Item Date Line Item Description 08/10/2022 DNR Water Approporiation Permit Contested 08/10/2022 Miscellaneous 08/10/2022 NE Drainage Area Phase 1 08/10/2022 Miscellaneous Inv 15718 Total 117182 Total: 1410 - Rupp, Anderson, Squires & Waldspurger, P.A. Total: 587 - Safe -Fast, Inc. Line Item Account 117183 09/12/2022 Inv INV264854 Line Item Date Line Item Description 08/05/2022 Uniform Allowance - R. Boldt Inv INV264854 Total Inv INV265503 Line Item Date Line Item Description 08/19/2022 Portable work signs Inv INV265503 Total 117183 Total: 587 - Safe -Fast, Inc. Total: 1784 - Sawyer, Meg Line Item Account 117184 09/12/2022 Line Item Account 406-499-4400-000 Line Item Account 601-494-4301-000 101-414-4301-000 422-499-4301-125 101-416-4300-000 Line Item Account 101-430-4370-000 Line Item Account 603-496-4211-000 349,061.00 349,061.00 349,061.00 349,061.00 252.00 782.00 442.00 221.00 1,697.00 1,697.00 1,697.00 9.55 9.55 661.66 661.66 671.21 671.21 AP -Check Detail (9/7/2022 - 2:31 PM) Page 34 Check Number Check Date Amount Inv 8/26/2022 Line Item Date Line Item Description Line Item Account 08/26/2022 Facebook boost for Rookery Job Fair 101-402-4340-000 75.00 Inv 8/26/2022 Total 75.00 117184 Total: 75.00 1784 - Sawyer, Meg Total: 75.00 609 - SHI International Corp Line Item Account 117185 09/12/2022 Inv B15760619 Line Item Date Line Item Description Line Item Account 08/31/2022 Adobe License - B. Freeman 403-422-4300-000 7.00 Inv B15760619 Total 7.00 117185 Total: 7.00 609 - SHI International Corp Total: 7.00 1103 - Sir Lines -A -Lot Line Item Account 117186 09/12/2022 Inv H22-0879-002 Line Item Date Line Item Description Line Item Account 07/31/2022 Crosswalk markings 101-430-4410-000 297.00 Inv H22-0879-002 Total 297.00 117186 Total: 297.00 1103 - Sir Lines -A -Lot Total: 297.00 1840 - Standard Insurance Company Line Item Account 117187 09/12/2022 Inv September 2022 Line Item Date Line Item Description Line Item Account 08/17/2022 Life Insurance Premiums 101-402-4133-000 6.25 08/17/2022 Life Insurance Premiums 202-451-4133-000 6.88 08/17/2022 Disability Insurance Premiums 101-418-4133-000 25.87 08/17/2022 Disability Insurance Premiums 101-430-4133-000 87.24 08/17/2022 Life Insurance Premiums 101-450-4133-000 5.19 08/17/2022 Disability Insurance Premiums 101-463-4133-000 4.19 08/17/2022 Life Insurance Premiums 101-416-4133-000 1.25 08/17/2022 Disability Insurance Premiums 101-421-4133-000 45.91 08/17/2022 Disability Insurance Premiums 101-407-4133-000 44.66 08/17/2022 Disability Insurance Premiums 202-451-4133-000 85.93 AP -Check Detail (9/7/2022 - 2:31 PM) Page 35 Check Number Check Date Amount 08/17/2022 Life Insurance Premiums 101-420-4133-000 37.12 08/17/2022 Disability Insurance Premiums 101-416-4133-000 19.80 08/17/2022 Life Insurance Premiums 101-461-4133-000 0.38 08/17/2022 Life Insurance Premiums 603-496-4133-000 3.51 08/17/2022 Disability Insurance Premiums 101-450-4133-000 63.18 08/17/2022 Disability Insurance Premiums 101-402-4133-000 88.07 08/17/2022 Life Insurance Premiums 101-431-4133-000 2.81 08/17/2022 Life Insurance Premiums 101-421-4133-000 2.88 08/17/2022 Life Insurance Premiums 101-418-4133-000 2.11 08/17/2022 Life Insurance Premiums 101-451-4133-000 0.13 08/17/2022 Disability Insurance Premiums 101-461-4133-000 5.04 08/17/2022 Disability Insurance Premiums 101-420-4133-000 512.87 08/17/2022 Life Insurance Premiums 101-000-2040-000 1,223.60 08/17/2022 Life Insurance Premiums 101-407-4133-000 3.25 08/17/2022 Life Insurance Premiums 601-494-4133-000 3.27 08/17/2022 Life Insurance Premiums 101-000-3730-000 0.14 08/17/2022 Disability Insurance Premiums 101-431-4133-000 33.72 08/17/2022 Life Insurance Premiums 101-430-4133-000 7.43 08/17/2022 Disability Insurance Premiums 603-496-4133-000 39.06 08/17/2022 Disability Insurance Premiums 101-451-4133-000 2.08 08/17/2022 Disability Insurance Premiums 601-494-4133-000 37.63 08/17/2022 Life Insurance Premiums 101-462-4133-000 0.25 08/17/2022 Life Insurance Premiums 602-495-4133-000 3.23 08/17/2022 Disability Insurance Premiums 602-495-4133-000 37.60 08/17/2022 Disability Insurance Premiums 101-422-4133-000 63.90 08/17/2022 Life Insurance Premiums 101-463-4133-000 0.31 08/17/2022 Disability Insurance Premiums 101-462-4133-000 3.35 08/17/2022 Life Insurance Premiums 101-422-4133-000 5.00 Inv September 2022 Total 2,515.09 117187 Total: 2,515.09 1840 - Standard Insurance Company Total: 2,515.09 645 - Streicher's, Inc. Line Item Account 117188 09/12/2022 Inv I1575687 Line Item Date Line Item Description Line Item Account 06/23/2022 Magazines 101-420-4211-000 112.94 Inv I1575687 Total 112.94 Inv I1585952 Line Item Date Line Item Description Line Item Account 08/23/2022 Dept Ammunition 101-420-4211-000 352.54 Inv I1585952 Total 352.54 117188 Total: 465.48 645 - Streicher's, Inc. Total: 465.48 AP -Check Detail (9/7/2022 - 2:31 PM) Page 36 Check Number Check Date Amount 659 - Tessman Company Line Item Account 117189 09/12/2022 Inv S362896-IN Line Item Date Line Item Description Line Item Account 08/25/2022 Tower Park Supplies 101-450-4211-000 838.00 Inv S362896-IN Total 838.00 117189 Total: 838.00 659 - Tessman Company Total: 838.00 1761 - T-Mobile USA Inc Line Item Account 117190 09/12/2022 Inv August 2022 Line Item Date Line Item Description Line Item Account 08/23/2022 Cell Phone/Wi-Fi Service 202-451-4321-000 28.95 08/23/2022 Cell Phone/Wi-Fi Service 101-422-4321-000 179.58 08/23/2022 Cell Phone/Wi-Fi Service 101-461-4321-000 28.95 08/23/2022 Cell Phone/Wi-Fi Service 101-450-4321-000 50.08 08/23/2022 Cell Phone/Wi-Fi Service 602-495-4321-000 132.47 08/23/2022 Cell Phone/Wi-Fi Service 601-494-4321-000 132.46 08/23/2022 Cell Phone/Wi-Fi Service 101-430-4321-000 92.34 Inv August 2022 Total 644.83 117190 Total: 644.83 1761 - T-Mobile USA Inc Total: 644.83 669 - Towmaster Line Item Account 117191 09/12/2022 Inv 451995 Line Item Date Line Item Description Line Item Account 08/12/2022 Replace damaged door on dumpbox #263 101-431-4300-000 1,076.85 Inv 451995 Total 1,076.85 117191 Total: 1,076.85 669 - Towmaster Total: 1,076.85 693 - Upper Cut Tree Service Line Item Account 117192 09/12/2022 Inv 5398 Line Item Date Line Item Description Line Item Account 08/16/2022 Hazard tree removal 101-450-4410-000 850.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 37 Check Number Check Date Amount Inv 5398 Total 117192 Total: 693 - Upper Cut Tree Service Total: 1896 - Utility Logic, LLC Line Item Account 117193 09/12/2022 Inv 13594 Line Item Date Line Item Description 08/25/2022 Line Tracer/GPS Inv 13594 Total Inv 13599 Line Item Date Line Item Description 08/26/2022 2 Year data plan & IOT sim card 08/26/2022 2 Year data plan & IOT sim card Inv 13599 Total 117193 Total: 1896 - Utility Logic, LLC Total: 545 - Walser Polar Chevrolet Line Item Account 117194 09/12/2022 Inv 78120P22 Line Item Date Line Item Description 08/31/2022 Replacement brake parts #308 Inv 78120P22 Total 117194 Total: 545 - Walser Polar Chevrolet Total: 1447 - Wheeler Hardware Company Line Item Account 117195 09/12/2022 Inv SPI132626 Line Item Date Line Item Description 08/10/2022 PD classroom operator repair Inv SPI132626 Total 117195 Total: Line Item Account 602-495-5000-000 Line Item Account 602-495-4321-000 601-494-4321-000 Line Item Account 101-431-4221-000 Line Item Account 101-432-4300-503 850.00 850.00 850.00 10,971.00 10,971.00 245.00 245.00 490.00 11,461.00 11,461.00 564.48 564.48 564.48 564.48 870.00 870.00 870.00 AP -Check Detail (9/7/2022 - 2:31 PM) Page 38 Check Number Check Date Amount 1447 - Wheeler Hardware Company Total: 729 - Winnick Supply, Inc. Line Item Account 117196 09/12/2022 Inv 459813 Line Item Date Line Item Description 08/09/2022 Steel bar Inv 459813 Total 117196 Total: 729 - Winnick Supply, Inc. Total: 1863 - WorkStrategies Line Item Account 117197 09/12/2022 Inv 845837890 Line Item Date Line Item Description 08/10/2022 Employment Testing Inv 845837890 Total 117197 Total: 1863 - WorkStrategies Total: 734 - Xcel Energy Line Item Account 117198 09/12/2022 Inv August 2022-1 Line Item Date Line Item Description 08/15/2022 Electric Inv August 2022-1 Total Inv August 2022-2 Line Item Date Line Item Description 08/22/2022 Electric 08/22/2022 Electric 08/22/2022 Electric 08/22/2022 Electric 08/22/2022 Electric 08/22/2022 Electric 08/22/2022 Electric 08/22/2022 Electric 08/22/2022 Electric 08/22/2022 Electric Inv August 2022-2 Total Line Item Account 101-450-4211-000 Line Item Account 101-402-4300-000 Line Item Account 101-430-4385-000 Line Item Account 101-420-4381-000 101-450-4381-000 602-495-4381-000 101-432-4381-502 101-430-4385-000 101-432-4381-000 101-432-4381-503 601-494-4381-000 101-432-4381-501 202-451-4381-000 870.00 58.29 58.29 58.29 58.29 370.00 370.00 370.00 370.00 4,797.67 4,797.67 4.51 264.52 1,952.48 1,202.78 788.58 0.00 9,870.13 13,081.61 793.81 8,715.29 36,673.71 AP -Check Detail (9/7/2022 - 2:31 PM) Page 39 Check Number Check Date Amount 117198 Total: 41,471.38 41,471.38734 - Xcel Energy Total: 743 - Ziegler, Inc. Line Item Account 117199 09/12/2022 Inv IN000665959 Line Item Date Line Item Description Line Item Account 08/26/2022 11.97101-431-4221-000Fuel filter #266 Inv IN000665959 Total 11.97 117199 Total: 11.97 11.97743 - Ziegler, Inc. Total: 1,566,041.59Total: Page 40AP-Check Detail (9/7/2022 - 2:31 PM) Electronic Funds Transfer MN Statute 471.38 Subd. 3 Council Meeting September 12, 2022 Transfer In/(Out) 8/19/2022 Payroll #17 (196,164.59) 8/19/2022 Payroll #17 Federal Deposit (54,516.01) 8/19/2022 Payroll #17 PERA (52,984.32) 8/19/2022 Payroll #17 State (12,102.35) 8/19/2022 Payroll #17 Child Support (856.06) 8/19/2022 Payroll #17 H.S.A. Bank Pretax (3,738.63) 8/19/2022 Payroll #17 TASC Pretax (1,517.44) 8/19/2022 Payroll #17 ICMA 457 Def. Comp #301596 (3,945.00) 8/19/2022 Payroll #17 ICMA Roth IRA #706155 (905.75) 8/19/2022 Payroll #17 MSRS HCSP #98946-01 (2,190.32) 8/19/2022 Payroll #17 MSRS Def. Comp #98945-01 (3,957.00) 8/19/2022 Payroll #17 MSRS Roth IRA #98945-01 (834.00) 8/26/2022 Election Payroll 08/09/2022 (11,879.32) 8/26/2022 Election Payroll 08/09/2022Federal Deposit (18.36) 8/29/2022 Transfer from FRB Money Market 800,000.00 8/26/2022 Election Payroll Return - Anderson 216.00 8/30/2022 Election Payroll Resent - Anderson (216.00) 8/30/2022 Election Payroll Return - Logid 216.00 9/1/2022 Transfer to MCM (183,000.00) 9/2/2022 Council #09 Payroll (3,486.69) 9/2/2022 Council #09 Federal Deposit (202.30) 9/2/2022 Council #09 PERA (387.16) 9/2/2022 Council #09 State (45.08) 9/2/2022 Payroll #18 (191,888.17) 9/2/2022 Payroll #18 Federal Deposit (54,622.16) 9/2/2022 Payroll #18 PERA (54,022.26) 9/2/2022 Payroll #18 State (12,049.18) 9/2/2022 Payroll #18 Child Support (856.06) 9/2/2022 Payroll #18 H.S.A. Bank Pretax (3,738.63) 9/2/2022 Payroll #18 TASC Pretax (1,325.14) 9/2/2022 Payroll #18 ICMA 457 Def. Comp #301596 (3,945.00) 9/2/2022 Payroll #18 ICMA Roth IRA #706155 (905.75) 9/2/2022 Payroll #18 MSRS HCSP #98946-01 (27,238.14) 9/2/2022 Payroll #18 MSRS Def. Comp #98945-01 (4,157.00) 9/2/2022 Payroll #18 MSRS Roth IRA #98945-01 (834.00) CITY COUNCIL WORK SESSION 2 3 4 DATE 5 TIME STARTED 6 TIME ENDED 7 MEMBERS PRESENT 8 9 MEMBERS ABSENT DRAFT CITY OF LINO LAKES MINUTES : August 22, 2022 . 6:00 p.m. . 6:25 p.m. : Councilmember Lyden, Ruhland, and Mayor Rafferty : Councilmember Stoesz and Cavegn 10 Staff members present: City Administrator Sarah Cotton; Director of Finance Hannah 11 Lynch; Public Services Director Rick DeGardner; City Engineer Representative Kelsey 12 Gelhar; Human Resources and Communications Manager Meg Sawyer; Public Safety 13 Deputy Director Kyle Leibel; City Engineer Diane Hankee; City Clerk Julie Bartell 14 1. Review Regular Agenda 15 16 - 2nd Quarter 2022 Financial Report — Mayor Rafferty asked for a review and Ms. Lynch 17 noted some negative balances and gave explanations. 18 19 - Part Time Rookery Staff — Ms. Sawyer noted the three positions requested for hiring and 20 also that there will be a hiring fair soon to cover openings left by students returning to 21 class. 22 23 - Item 3A — Ms. Sawyer noted the hiring recommendation and qualifications of the 24 recommended individual. This position will be stationed at City Hall. 25 26 - Item 4A — Moratorium on THC Products — Mayor Rafferty noted that recent discussion 27 has led to consideration of a 120 day moratorium rather than a year. Deputy Director 28 Leibel remarked that staff feels that proper review for regulation of this subject is an 29 important task in consideration of businesses and residents. Deputy Leibel showed 30 photos taken earlier in the day at stores in the City indicating products that are currently 31 being sold. 32 33 Administrator Cotton noted that her interpretation of the ordinance before the council is 34 that establishments that are currently selling a legal product containing THC could 35 continue but only at the same rate. Anything illegal would of course have to be halted. 36 The city attorney will be asked to interpret. 37 38 Item 5A — Director DeGardner noted that the council discussed moving forward on this 39 item at the last work session. 40 41 Item 6B — Ryan Site Development Prep (Rehbein) — Kelsey Gelhar, WSB, noted the 42 action requested as well as one requested change to remove Ryan Companies from the 43 site performance agreement. 1 CITY COUNCIL WORK SESSION 44 45 46 47 48 49 50 51 52 53 54 55 DRAFT 2. Adjourn The meeting was adjourned at 6:25 p.m. These minutes were considered, corrected and approved at the regular Council meeting held on September 12, 2022. Julianne Bartell, City Clerk Rob Rafferty, Mayor COUNCIL MINUTES DRAFT 1 2 LINO LAKES CITY COUNCIL 3 REGULAR MEETING 4 MINUTES 5 6 DATE : March 22, 2022 7 TIME STARTED : 6:30 p.m. 8 TIME ENDED : 7:18 p.m. 9 MEMBERS PRESENT : Councilmember, Lyden, 10 Ruhland, and Mayor Rafferty 11 MEMBERS ABSENT : Councilmember Stoesz and Cavegn 12 Staff members present: City Administrator Sarah Cotton; Public Services Director Rick DeGardner; 13 City Engineer Representative Kelsey Gelhar; Human Resources and Communications Manager Meg 14 Sawyer; Public Safety Deputy Director Kyle Leibel; City Engineer Diane Hankee; City Clerk Julie 15 Bartell 16 17 PUBLIC COMMENT 18 There were no public comments. 19 SETTING THE AGENDA 20 The agenda was approved as presented. 21 CONSENT AGENDA 22 Councilmember Ruhland moved to approve the Consent Agenda, Items I through I as presented. 23 Councilmember Lyden seconded the motion. Motion carried on a voice vote. 24 25 ITEM ACTION 26 A) Consideration of Expenditures: August 22, 2022 27 (Check No. 116988 through 117093 in the 28 Amount of $1,463409.23 Approved 29 B) Consider Approval of August 8, 2022 Council 30 Work Session Minutes Approved 31 C) Consider Approval of August 8, 2022 Council 32 Minutes Approved 33 D) Consider Approval of 2nd Quarter 2022 Financial Report Approved 34 E) Consider Approval of the Hiring of Part -Time Staff for 35 The Rookery Approved 36 F) Consider Approval of Resolution No. 22-92, Approving a new 37 Off -Sale Liquor and Tobacco License for Liquor Barrel Approved 38 G) Consider Approval of Resolution No. 22-93 for a Premise Permit for 39 Muddy Cow Lino Lakes, LLC d/b/a MC's Taphouse Approved 4o H) Consider Approval of August 1, 2022 Work Session Minutes Approved 1 COUNCIL MINUTES DRAFT 41 I) Consider Approval of August 8, 2022 Special Work Session 42 Minutes Approved 43 FINANCE DEPARTMENT REPORT 44 There was no report from the Finance Department. 45 ADMINISTRATION DEPARTMENT REPORT 46 3A) Consider Appointment of Public Services Administrative Assistant — Human Resources 47 and Communiciations Manager Sawyer reviewed the written staff report. Staff is recommending the 48 appointment of Angela Thorson based on qualifications and experience noted. 49 Councilmember Lyden moved to approve the appointment of Angela Thorson as recommended. 50 Councilmember Ruhland seconded the motion. Motion carried on a voice vote. 51 PUBLIC SAFETY DEPARTMENT REPORT 52 4A) Consider Ordinance No. 02-22, Enacting an Interim Ordinance Creating a 53 Moratorium on the Sale, Testing, Manufacture and Distribution of THC Products within the 54 City of Lino Lakes — Public Safety Deputy Director Leibel reviewed the written staff report 55 requesting council action in enacting an ordinance (emergency) creating a moratorium on the sale, 56 testing, manufacture and distribution of THC products within the City for one year. He reviewed 57 the details and rationale for the request as included in the written report. 58 59 Mayor Rafferty remarked that there has been discussion that has led to consideration of a 120 day 60 moratorium (rather than a year). 61 62 John Hanselman, E & E Foods (d/b/a/Edwins Edibles). They have been looking at the former 63 Hammerheart Brewery facility and are interested in moving forward with a manufacturing facility 64 there. There is timing involved that makes or breaks their ability to move on the facility. He noted 65 that the product will be sold in the city and it could be made here or brought in. He noted 66 information provided by email to the council. He asked that the council put the moratorium on sale 67 and distribution rather than the manufacture or he will have to walk away from the brewery facility. 68 He noted jobs provided by his company and that he wished to bring a face to the business for the 69 council. His current facility is in White Bear Lake. 70 71 Councilmember Ruhland asked Deputy Director Leibel for a comment on the suggestion on limiting 72 the moratorium. The applicant discussed his schedule with staff. There is a zoning change pending 73 on the property; it would be necessary for him to submit his plans prior to the change. 74 Administrator Cotton explained the timing of passing an ordinance and the willingness to move to 75 120 days from a year. The mayor expressed support for the moratorium proposed. 76 77 Councilmember Ruhland asked if the Public Safety Department has an interest in working with the 78 applicant and Deputy Director Leibel indicated that is the intent. Mayor Rafferty indicated that the 79 council could review where the zoning change fits into things. 80 The council heard the applicant's request to exempt manufacturing from the moratorium. 81 Councilmember Lyden indicated his support for the 120 day full moratorium in the interest of public 82 safety and in light of the council being prudent and reasonable. 2 COUNCIL MINUTES DRAFT 83 Mayor Rafferty suggested that the public safety department has made a request and he feels it is 84 reasonable; he's open to calling for a discussion with the Community Development Department 85 about the zoning situation. Changing to the 120 day moratorium is what he supports. 86 Councilmember Ruhland concurred. 87 Councilmember Ruhland moved to approved Emergency Ordinance No. 02-22 as amended to approve 88 a moratorium of 120 days. Councilmember Lyden seconded the motion. Motion carried: Yeas, 3; 89 Nays none. Absent — Stoesz, Cavegn 90 PUBLIC SERVICES DEPARTMENT REPORT 91 5A) Consider Resolution No. 22-91, Authorizing Preparation of Plans and Specifications, 92 Water Treatment Plant — Public Services Director DeGardner reviewed the written staff report 93 requesting council approval to move forward with preparing plans and specifications for a water 94 treatment plant. The report includes history on the City's water and the types of facilities 95 considered. He reviewed the recommendations included in the report. 96 Mayor Rafferty suggested that communication on land acquisition be a proactive process; in his 97 view, it is time for that discussion. 98 Councilmember Lyden noted that providing safe drinking water is a primary responsibility of the 99 City and he's happy that this is moving forward. It is expensive but necessary. Mayor Rafferty 1 oo concurred. 101 Councilmember Lyden moved to approve Resolution No. 22-91 as presented. Councilmember 102 Ruhland seconded the motion. Motion carried on a voice vote. 103 COMMUNITY DEVELOPMENT REPORT 104 Item 6A had been deleted from the agenda by staff (previous to the meeting). 105 613) Ryan Site Development Prep: i. Consider Resolution No. 22-87, Approving Conditional 106 Use Permit for Earth Moving and Stockpiling; ii. Consider Resolution No. 22-88, Approving 107 Site Performance Agreement, Ryan Companies & Rehbein Properties — Kelsey Gelhar, WSB & 108 Associates, reviewed the written staff report utilizing an electronic presentation that included 109 information on the following: 110 - Land Use Application — conditional use permit for earth moving and stockpiling for two 111 properties; 112 - Site Location and Aerial Map; 113 - Applicant's Proposal — size of piles, access plans; additional future authorization; 114 - Planning and Zoning Board — public hearing and consideration; recommends approval; 115 - Council action requested;; 116 - Ryan Companies is removed from the Site Improvement Agreement. 117 Councilmember Ruhland asked if additional piling would require additional approval. 118 Councilmember Lyden moved to approve Resolution No. 22-87 as presented. Councilmember 119 Ruhland seconded the motion. Motion carried on a voice vote. 120 Councilmember Lyden moved to approve Resolution No. 22-88 as presented. Councilmember 121 Ruhland seconded the motion. 3 COUNCIL MINUTES 122 123 124 125 126 127 128 129 UNFINISHED BUSINESS There was no Unfinished Business. NEW BUSINESS There was no New Business. COMMUNITY EVENTS There were no events announced. 130 COMMUNITY CALENDAR 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 DRAFT Community Calendar —A Look Ahead August 22, 2022 through September 12, 2022 ik Wednesday, August 31 6:30 pm, Council Chambers Environmental Board i4 Tuesday, September 6 6:00 pm, Community Room Council Work Session 4& Wednesday, September 7 6:00 pm, Council Chambers Park Board 4& Thursday, September 8 8:00 am, Community Room EDAC -�k Monday, September 12 6:00 pm, Community Room Council Work Session +k Monday, September 12 6:30 pm, Council Chambers City Council Meeting A"ItAITDXT There being no further business, Councilmember Ruhland moved to adjourn at 7:18 p.m. Councilmember Lyden seconded the motion. Motion carried on a voice vote. These minutes were considered and approved at the regular Council Meeting on September 12, 2022. Julianne Bartell, City Clerk Rob Rafferty, Mayor 4 CITY COUNCIL AGENDA ITEM 1D STAFF ORIGINATOR: Andy Nelson, Environmental Coordinator MEETING DATE: September 12th, 2022 TOPIC: Acceptance of Monetary Donation from Rotary Club for Trees VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting Council approval to accept a monetary donation from the Chain of Lakes Rotary Club for the purchase of trees to be planted on Peltier Island. BACKGROUND The Chain of Lakes Rotary Club has made previous donations to the City of Lino Lakes to support tree plantings on Peltier Island. Some of the trees that Great blue herons use for nesting on the island are ash, and these trees are being killed by emerald ash borer. The trees purchased with the donated funds will be planted this fall by a team of Rotary Club members, Anoka County staff, and Lino Lakes city staff. RECOMMENDATION Staff recommends Council accept a monetary donation in the amount of $200 to be used for purchasing trees. ATTACHMENTS None. CITY COUNCIL AGENDA ITEM IE STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy Clerk MEETING DATE: September 12, 2022 TOPIC: Consider Approval of Application for Exempt Permit for Lawful Gambling Conducted by Knights of Columbus #9905 at St. Joseph Catholic Church VOTE REQUIRED: 3/5 Vote INTRODUCTION The Knights of Columbus #9905 have applied for an exempt permit to conduct a raffle on Saturday, January 7, 2023 for a fundraiser benefit event. Funds raised will be used for educational scholarships. BACKGROUND Non-profit organizations are allowed, under the State Gambling Statutes, to apply for an exemption from a gambling license if they conduct five (5) or fewer gambling occasions per calendar year. The Knights of Columbus #9905 conducts five (5) or less per calendar and, therefore, remains exempt from requiring a gambling license. Minnesota Statutes, Chapter 349, Section 349.166, Subd. 2 does, however, require that the non- profit organizations applying for the exemption permit, notify the city that they are applying for the exemption and receive local approval. The application and background materials are on file in City Clerk's office. RECOMMENDATION Approve the application for exemption with no waiting period. CITY COUNCIL AGENDA ITEM 1F STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy City Clerk MEETING DATE: September 12, 2022 TOPIC: Consider Approval of Resolution No. 22-107, Application for Temporary On-Sale Liquor License and Exempt Gambling Permit for and for Lino Lakes Lions Club VOTE REQUIRED: 3/5 INTRODUCTION The Lino Lakes Lions Club is planning the annual fundraising Prime Rib Dinner to be held on Saturday, October 8, 2022 at St. Joseph of the Lakes Catholic Church, 171 Elm Street. BACKGROUND The Lions Club is requesting approval of a 1 to 4 Day Temporary On-Sale Liquor License, which is necessary to allow the group to mix and dispense liquor that will be served as part of the dinner. In addition, they are requesting approval of a LG220 Exempt Gambling Permit for a raffle. Non- profit organizations are allowed, under the State Gambling Statutes, to apply for an exemption from a gambling license if they conduct five (5) or fewer gambling occasions per calendar year. The Lino Lakes Lions Club conducts five (5) or less per calendar and, therefore, remains exempt from requiring a gambling license. Minnesota Statutes, Chapter 349, Section 349.166, Subd. 2 does, however, require that the non- profit organizations applying for the exemption permit, notify the city that they are applying for the exemption and receive local approval. Staff has determined that the Lino Lakes Lions Club is eligible for the licenses under city regulations. The Public Safety Department has conducted the required background check on the applicant within the past year and have found no reason to deny. A copy of the application and a copy of the certificate of liquor liability insurance are on file in the city clerk's office. RECOMMENDATION Approve Resolution No. 22-107, approving a 1 to 4 Day Temporary On-Sale liquor license and LG220 Exempt Gambling Permit with no waiting period. CITY OF LINO LAKES RESOLUTION NO. 22-107 RESOLUTION APPROVING LINO LAKES LIONS CLUB APPLICATION FOR A 1- 4 DAY TEMPORARY ON-SALE LIQUOR LICENSE APPLICATION AND EXEMPT GAMBLING PERMIT WHEREAS, Minnesota Statutes, Chapter 340A, allows the city council to issue a temporary on-sale liquor license to a non-profit organization in connection with a social event sponsored by the licensee and held within the city limits; and WHEREAS, Minnesota Statutes, Chapter 349, allows non-profit organizations to conduct 5 or less events per calendar year; WHEREAS, the Lino Lakes Lions Club has submitted applications for a temporary on-sale liquor license and Exempt Gambling Permit; and WHEREAS, the Lino Lakes Lions Club has paid the required fee for these permits, and WHEREAS, the Alcohol & Gambling Enforcement Division and the Minnesota Gambling Control Board requires that the applications be approved by the City of Lino Lakes City Council before submitting for approval; NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Lino Lakes, Minnesota: That the Lino Lakes City Council hereby approves the request of the Lino Lakes Lions Club for a temporary on-sale liquor license to be held at St. Joseph Catholic Church on October 8, 2022. Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Lyden and was duly seconded by Councilmember Stoesz and upon vote being taken thereon, the following voted in favor thereof: Lyden, Stoesz, Cavegn, Rafferty The following voted against same: None (Absent- Ruhland) ___________________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Julianne Bartell, City Clerk AGENDA ITEM 1G STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy Clerk MEETING DATE: September 12, 2022 TOPIC: Consider Approval of Resolution 22-108, Approving a new Tobacco License for Ai Afureedy, AK Smoke Zone Inc. VOTE REQUIRED: 3/5 INTRODUCTION Mr. Ai Afureedy has applied for a tobacco license. Mr. Ai Afureedy has applied for a tobacco license to open a new tobacco store located at 7107 Otter Lake Road, Suite 120. BACKGROUND The application submitted to the City is complete, the related fees have been paid to the City as required. In addition, the Lino Lakes Public Safety Department has conducted the required background investigation on the applicant. In accordance with the Lino Lakes Code of Ordinances, Section 602.02 relating to Tobacco Licensing, this application requires approval by the City Council. The code also requires that opportunity shall be given to any person to be heard for or against the granting of the license. The council may then, in its discretion, grant or refuse the application. The applicant is aware that approval is subject to all the provisions and conditions of the laws of the city, state and federal government. RECOMMENDATION Staff recommends the approval of a Tobacco Licenses for Mr. Ai Afureedy, AK Smoke Zone Inc. ATTACHMENTS Resolution No. 22-108 CITY OF LINO LAKES RESOLUTION NO.22-108 APPROVING ISSUANCE OF A TOBACCO LICENSE TO AK SMOKE ZONE WHEREAS, Ai Afureedy, AK Smoke Zone Inc. has submitted an application for a tobacco license for a store located at 7107 Otter Lake Road, Suite 120; and WHEREAS, city staff has reviewed said application and determined that the request meets the requirements of the City Code and Minnesota State Statutes for the type of licenses requested; and WHEREAS, the Public Safety Department of the City of Lino Lakes has conducted an investigation of the applicant and found no reason to deny, and; WHEREAS, the applicant has paid the necessary fees; and WHEREAS, the application requires approval by the City Council; and NOW, THEREFORE BE IT RESOLVED that the City Council of the City of Lino Lakes hereby approves a tobacco license for Ai Af ireedy, AK Smoke Zone Inc.subject to compliance to all the provisions and conditions of the laws of the city, state and federal government. Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Lyden and was duly seconded by Councilmember Stoesz and upon vote being taken thereon, the following voted in favor thereof. Lyden, Stoesz, Cavegn, Rafferty The following voted against same: None (Absent- Ruhland) Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk CITY COUNCIL AGENDA ITEM III STAFF ORIGINATOR: Michael Grochala, Community Development Director MEETING DATE: September 12, 2022 TOPIC: i. Consider Resolution No. 22-109, Declaring Cost to Be Assessed, Ordering Preparation of Assessment Role, and Calling for Hearing on Proposed Assessment, 2022 Weed Abatement Charges VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting City Council consideration to declare the cost to be assessed for delinquent weed abatement charges and call for a hearing on proposed assessments. BACKGROUND City Code section 904 establishes weeds or grass growing in excess of eight inches in height to be a public nuisance. Property owners in violation of this requirement are notified and provided an opportunity to cure the nuisance. If the violation is not addressed within a specified period of time, City staff and/or private contractors are directed to abate the nuisance. The cost of abatement is charged to the property owner. In the event that the property owner fails to pay the costs incurred, the City may certify the charges against the property for collection with property taxes as a special assessment. Minnesota Statues § 429.101 provides for the special assessment of certain service including weed elimination from properties. Special Assessments levied under this statute are subject to the procedural requirements of M.S. § 429.061 which requires the determination of the costs to be assessed and a public hearing to adopt the assessments. There is one property proposed to be assessed. The total amount to be assessed is $1841.25. The amount charged is based on staff time for completing the work and administrative costs. RECOMMENDATION Staff recommends approval of Resolution No. 22-109 ATTACHMENTS 1. Resolution No. 22-109 CITY OF LINO LAKES RESOLUTION NO.22-109 RESOLUTION DECLARING COSTS TO BE ASSESSED AND CALLING HEARING ON PROPOSED ASSESSMENT 2022 WEED ABATEMENT CHARGES WHEREAS, pursuant to City Code Section 904, any weeds or grass growing upon any lot or parcel of land in the City of Lino Lakes to a greater height than eight (8"), or which have gone or about to go to seed are declared to be a nuisance, and WHEREAS, certain property owners in noncompliance with such code requirements were notified and provided the opportunity to comply with such provisions, and WHEREAS, upon failure of the property owner to comply with the provisions of said notice, the City Weed Inspector ordered the abatement of such nuisance, in accordance with the City Code Section 904, and charged the property owner thereof for expenses incurred by the City, and WHEREAS, the total cost incurred by the City is $1841.25. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes, Minnesota that: 1. The portion of the cost of such improvement to be paid by the city is hereby declared to be $1841.25. 2. Assessments shall be payable in equal annual installments extending over a period of one year, the first of the installments to be payable on or before the first Monday in January 2023, and shall bear interest at the rate of 5% percent per annum from the date of the adoption of the assessment resolution. 3. The city clerk shall forthwith calculate the proper amount to be specially assessed for such work against every property where work was completed by the City, as provided by law, and he/she shall file a copy of such proposed assessment in her office for public inspection. 4. The clerk shall upon the completion of such proposed assessment, notify the council thereof. BE IT FURTHER RESOLVED by the City Council of the City of Lino Lakes, Minnesota that: 1. A hearing shall be held at 6:30 p.m. on October 10, 2022 in the city hall located at 600 Town Center Parkway to pass upon such proposed assessment. All persons owning property affected by such Weed Abatement charges will be given an opportunity to be heard with reference to such assessment. 2. The city clerk is hereby directed to cause a notice of the hearing on the proposed assessment to be published once in the official newspaper at least two weeks prior to the hearing, and she shall state in the notice the total cost of the improvement. She shall also cause mailed notice to be given to the owner of each parcel described in the assessment roll not less than two weeks prior to the hearing. 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 the assessment. An 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 succeeding year. Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Lyden and was duly seconded by Councilmember Stoesz and upon vote being taken thereon, the following voted in favor thereof. Lyden, Stoesz, Cavegn, Rafferty The following voted against same: None (Absent- Ruhland) Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk CITY COUNCIL AGENDA ITEM 3A STAFF ORIGINATOR: Meg Sawyer, Human Resources and Communications Manager MEETING DATE: September 12, 2022 TOPIC: Consider Approval of Resolution 22-104, Drug and Alcohol Testing and Drug -Free Workplace Act Policy for Non -DOT Update VOTE REQUIRED: 3/5 INTRODUCTION The Council is being asked to consider Resolution No. 22-104, which updates the Drug and Alcohol Testing and Drug -Free Workplace Act Policy for Non -DOT employees. BACKGROUND Staff is seeking council approval on the updated the Drug and Alcohol Testing and Drug -Free Workplace Act Policy for Non -DOT employees. The new Minnesota law has legalized cannabinoids which would require the City to update its policy. The policy would use the term "drug" as opposed to "controlled substance" to capture cannabinoids, which are consumed legally, but whose use would still violate this policy. It would add language to the drug and alcohol section which would include references to edibles or beverages containing cannabinoids and would note the fact that cannabinoids may be lawfully purchased and consumed, in some circumstances, but would not permit anyone to use, possess, or be impaired by in the workplace. Staff has reviewed and updated the Non -DOT policy to be reflective of any changes within law and best practices. RECOMMENDATION Staff recommends approval of Resolution No. 22-104 ATTACHMENTS Resolution No. 22-104 Drug and Alcohol Testing and Drug -Free Workplace Act Policy for Non -DOT CITY OF LINO LAKES RESOLUTION NO.22-104 APPROVING UPDATES TO EMPLOYEE DRUG AND ALCOHOL POLICY WHEREAS, periodically staff reviews the City's policies to make sure they are up-to-date; and WHEREAS, the new Minnesota law has legalized cannabinoids which would require the City to update its policy; and WHEREAS, there have been recent changes for Non -DOT employees standards for drug and alcohol policy; and WHEREAS, staff has reviewed both drug and alcohol policies for employees and made updates to reflect any law changes and recommended best practices. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA, that the updated employee drug and alcohol policies are approved. Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk City of Lino Lakes, Minnesota Drug and Alcohol Testing and Drug -Free Workplace Act Policy for Non -Commercial Drivers (Non -DOT) Purpose and Objectives The City of Lino Lakes ("City") has a vital interest in maintaining safe, healthful, and efficient working conditions for employees, and recognizes that individuals who are impaired because of drugs and/or alcohol jeopardize the safety and health of other workers as well as themselves. The City of Lino Lakes does not intend to intrude into the private lives of its employees, but strongly believes that a drug- and alcohol -free workplace is in the best interest of employees and the public alike. Alcohol and drug abuse can cause unsatisfactory job performance, increased tardiness and absenteeism, increased accidents and workers' compensation claims, higher insurance rates, and an increase in theft of city property. The City of Lino Lakes' Drug and Alcohol Testing Non -DOT policy has been established for the purpose of providing a safe workplace for all. City employees and applicants required to hold a commercial driver's license by the United States Department of Transportation ("DOT") for their job will be tested under the City's Policy on Controlled Substance and Alcohol Testing for Commercial Drivers (the "DOT Policy"). All other employees and job applicants offered employment with the city must undergo testing as described by this policy. To ensure the policy is clearly communicated to all employees and applicants to whom offers of employment have been made, and to comply with state law, employees and applicants are required to review this policy and sign the "policy acknowledgement." A job applicant will also acknowledge in this form that he/she understands that passing the drug test is a requirement of the job. Persons Subject to Testing and Circumstances Under Which Testing May Be Required (1) Pre -Employment Testing: Every job applicant offered employment with the City receives the offer conditioned upon successful completion of an alcohol and/or drug test, among other conditions. If the job offer is withdrawn based on alcohol and/or drug test results, the City will inform the applicant of the reasons for the withdrawal. A failure of the alcohol and/or drug test, a refusal to take the test, or failure to meet other conditions of the offer will result in a withdrawal of the offer of employment even if the applicant's provisional employment has begun. A negative or positive dilute test result (following a second collection), which has been confirmed, will also result in immediate withdrawal of an offer of employment to an applicant. Part-time, temporary and seasonal employees are not subject to this policy except for those designated by the hiring department as safety -sensitive positions. aiv2ozz Non -DOT Drug and Alcohol Testing and Drug -Free Workplace Act Policy Page 1 (2) Reasonable Suspicion Testing: Consistent with Minn. Stat. § 181.951, subd. 3, employees will be subject to alcohol and/or drug testing when reasonable suspicion exists to believe that the employee: • Is under the influence of alcohol or a drug; or • Has violated written work rules prohibiting the use, possession, sale or transfer of drugs or alcohol while working, while on city property, or while operating city vehicles, machinery or any other type of equipment; or • Has sustained a personal injury as defined in Minn. Stat. § 176.011, subd. 16 or has caused another employee to sustain an injury or; • Has caused a work -related accident or was operating or helping to operate machinery, equipment, or vehicles involved in a work -related accident. Reasonable suspicion may be based upon, but is not limited to, facts regarding appearance, behavior, speech, breath, odor, possession, proximity to or use of alcohol or drugs or containers or paraphernalia, poor safety record, excessive absenteeism, impairment of job performance, or any other circumstances that would cause a reasonable employer to believe that a violation of the City's policies concerning alcohol or drugs may have occurred. These observations will be reflected in writing on a Reasonable Suspicion Record Form. For off -site collection, employees will be driven to the employer -approved medical facility by their supervisor or a designee. For an on -site collection service, the employee will remain on site and be observed by the supervisor or designee. The medical facility or on -site collection service will take the urine or blood sample and will forward the sample to an approved laboratory for testing. Pursuant to the requirements of the Drug -Free Workplace Act of 1988, all city employees, as a condition of continued employment, will agree to abide by the terms of this policy and must notify Human Resources of any criminal drug statute conviction for a violation occurring in the workplace not later than five days after such conviction. If required by law or government contract, the City will notify the appropriate federal agency of such conviction within 10 days of receiving notice from the employee. (3) Treatment Program Testing: In accordance with Minn. Stat. § 181.951, subd. 6., the City may request or require an employee to undergo drug and alcohol testing if the employee has been referred by the City for chemical dependency treatment or evaluation or is participating in a chemical dependency treatment program under an employee benefit plan. In such a case, the employee may be requested or required to undergo drug or alcohol testing without prior notice during the evaluation or treatment period and for a period of up to two years following completion of any prescribed chemical dependency treatment program. (4) Routine Physical Examination Testing: The City may request or require an employee to undergo drug and/or alcohol testing as part of a routine physical examination. The City, in accordance with Minn. Stat. § 181.951, subd. 3, will request or require this type of testing no more than once annually, and the employee will be aiv2o22 Non -DOT Drug and Alcohol Testing and Drug -Free Workplace Act Policy Page 2 provided with at least two weeks' written notice that the test will be required as part of the physical examination. (5) Random Testing: In accordance with Minn. Stat. § 181.951, subd. 4, the City may require an employee to submit to random testing if the employee is in a safety -sensitive position. Right of Refusal: Employees and job applicants have the right to refuse to submit to an alcohol and/or drug test under this policy. However, such a refusal will subject an employee to immediate termination. If an applicant refuses to submit to applicant testing, any conditional offer of employment will be withdrawn. Any intentional act or omission by the employee or applicant that prevents the completion of the testing process constitutes a refusal to test. An applicant or employee who substitutes, or attempts to substitute, or alters, or attempts to alter a testing sample is considered to have refused to take a drug and/or alcohol test. In such a case, the employee is subject to immediate termination of employment, and in the case of an applicant, the job offer will be immediately withdrawn. Refusal on Religious Grounds: An employee or job applicant who, on religious grounds, refuses to undergo drug and/or alcohol testing of a blood sample will not be considered to have refused testing, unless the employee or job applicant also refuses to undergo drug and/or alcohol testing of a urine sample. Cost of Required Testing: The City will pay for the cost of all drug and/or alcohol testing requested or required of all job applicants and employees, except for confirmatory retests. Job applicants and employees are responsible for paying for all costs associated with any requested confirmatory retests. Prohibition against Drugs and Alcohol Use and Possession of Alcohol or Drug(s): Employees are prohibited from the use, possession, transfer, transportation, manufacture, distribution, sale, purchase, solicitation to sell or purchase, or dispensation of alcohol, drugs, or drug paraphernalia while on duty; is on City premises; while operating any City vehicle, machinery, or equipment; or when performing any City business, except (1) pursuant to a valid medical prescription used as properly instructed; (2) the use of over-the-counter drugs used as intended by the manufacturer; or (3) when necessary for approved law enforcement activity. Besides having a zero -tolerance policy for the use or possession of alcohol, illegal drugs, or misused prescription drugs on the worksite, we also prohibit the use, possession of, impairment by any cannabis or medical cannabis products (e.g., hash oils, edibles or beverages containing cannabinoids, or pills) on the worksite by a person working as an employee at the City or while "on call" and subject to return to work. Having a medical marijuana card, patient registry number, and/or cannabis prescription from a physician does not allow anyone to use, possess, or aiv2ozz Non -DOT Drug and Alcohol Testing and Drug -Free Workplace Act Policy Page 3 be impaired by that drug here. Likewise, the fact that cannabinoids may be lawfully purchased and consumed in some circumstances does not permit anyone to use, possess, or be impaired by them here. The federal government still classifies cannabis as an illegal drug, even though some states, including Minnesota, have decriminalized its possession and use in certain circumstances. There is no acceptable concentration of marijuana metabolites in the blood or urine of an employee who operates our equipment or vehicles or who is on one of our worksites. Applicants and employees are still subject to being tested under our drug and alcohol testing policy. And employees are subject to being disciplined, suspended, or terminated after testing positive for cannabis if the employee used, possessed, or was impaired by cannabis, including medical cannabis, while on the premises of the place of employment or during the hours of employment. While Impaired of Alcohol or Drug(s): Employees are prohibited from being under the influence of alcohol or drugs or having a detectable amount of an illegal drug in the blood or urine when reporting for work; while on duty; is on the City's premises; while operating any city vehicle, machinery, or equipment; or when performing any City business, except (1) pursuant to a valid medical prescription used as properly instructed; or (2) the use of over-the-counter drug used as intended by the manufacturer. Driving While Impaired: A conviction of driving while impaired in a city -owned vehicle at any time during business or non -business hours, or in an employee -owned vehicle while conducting city business, may result in discipline, up to and including discharge. Criminal Drug Convictions: Any employee convicted of any criminal drug statute must notify his or her supervisor and Human Resources in writing of such conviction no later than five days after such conviction. Within 30 days after receiving notice from an employee of a drug -related conviction, the City will take appropriate personnel action against the employee up to and including discharge or require the employee to satisfactorily participate in a drug abuse assistance or rehabilitation program as an alternative to termination. In the event notice is not provided to the supervisor and the employee is deemed to be incapable of working safely, the employee will not be permitted to work and will be subject to disciplinary action, including dismissal from employment. In accordance with the Federal Drug -Free Workplace Act of 1988, if the City is receiving federal grants or contracts of over $25,000, the City will notify the appropriate federal agency of such conviction within 10 days of receiving notice from the employee. Failure to Disclose Lawful Drugs: Employees taking a lawful drug, including prescription and over-the-counter drugs, which may impair their ability to perform their job responsibilities or pose a safety risk to themselves or others, must advise their supervisor of this before beginning work. It is the employee's responsibility to seek out written information from his/her physician or pharmacist regarding medication and any job performance impairment and relay that information to his/her supervisor. In the event of such a disclosure, the employee will not be authorized to perform safety -sensitive functions. aiv2ozz Non -DOT Drug and Alcohol Testing and Drug -Free Workplace Act Policy Page 4 Review and Notification of Test Results Notification of Negative Test Results: In the case of job applicants and in accordance with Minn. Stat. § 181.953, Human Resources will notify a job applicant of a negative drug result within three days of receipt of result by the City, and the hiring process will resume. In accordance with Minn. Stat. § 181.953, subd. 3, a laboratory must report results to the City within three working days of the confirmatory test result. A "Negative Test Results Notification" form will be sent to the job applicant, and the job applicant may request a copy of the test result report from Human Resources. In the case of current employees and in accordance with Minn. Stat. § 181.953, Human Resources will notify the employee of a negative drug and/or alcohol result within three days of receipt of result by the City. A "Negative Test Results Notification" form will be sent to the employee, and he or she may request a copy of the test result report from Human Resources. Notification of Positive Test Results: In the event of a confirmed positive blood or urine alcohol and/or drug test result, the City will notify the employee of a positive drug and/or alcohol result within three days of receipt of the result. Human Resources will send to the employee or job applicant a "Positive Test Results Notification" letter containing further instructions. The employee or job applicant may contact Human Resources to request a copy of the test result report if desired. In accordance with Minn. Stat. § 181.953, subd. 3, a laboratory must report results to the City within three working days of the confirmatory test result. Right to Provide Information after Receiving Test Results: Within three working days after notice of a positive drug or alcohol test result on a confirmatory test, the employee or job applicant may submit information to the City to explain the positive result. In accordance with Minn. Stat. § 181.953, subd. 10, if an employee submits information either before a test or within three working days after a positive test result that explains the positive test result, (such as medications the employee is taking), the City will not take an adverse employment action based on that information unless the employee has already been under an affirmative duty to provide the information before, upon, or after hire. Right to Confirmatory Retest: A job applicant or employee may request a confirmatory retest of the original sample at the job applicant's or employee's own expense after notice of a positive test result on a confirmatory test. Within five working days after notice of the confirmatory test result, the job applicant or employee must notify the City in writing of the job applicant's or employee's intention to obtain a confirmatory retest. Within three working days after receipt of the notice, the City will notify the original testing laboratory that the job applicant or employee has requested the laboratory to conduct the confirmatory retest or transfer the sample to another qualified laboratory licensed to conduct the confirmatory retest. The original testing laboratory will ensure the control and custody procedures are followed during transfer of the sample to the other laboratory. In accordance with Minn. Stat. § 181.953, subd. 3, the laboratory is required to maintain all samples testing positive for a period of six months. The confirmatory retest will use the same drug and/or alcohol threshold detection levels as used in the original confirmatory test. aiv2ozz Non -DOT Drug and Alcohol Testing and Drug -Free Workplace Act Policy Page 5 In the case of job applicants, if the confirmatory retest does not confirm the original positive test result, the City's job offer will be reinstated, and the City will reimburse the job applicant for the actual cost of the confirmatory retest. In the case of employees, if the confirmatory retest does not confirm the original positive test result, no adverse personnel action based on the original confirmatory test will be taken against the employee, the employee will be reinstated with any lost wages or salary for time lost pending the outcome of the confirmatory retest result, and the City will reimburse the employee for the actual cost of the confirmatory retest. Access to Reports: In accordance with Minn. Stat. § 181.953, subd. 10, an employee will have access to information contained in his or her personnel file relating to positive test results and to the testing process, including all information gathered as part of that process. Dilute Specimens: A negative or positive dilute test result (following a second collection) which has been confirmed will subject an employee to immediate termination. Consequences for Employees Engaging in Prohibited Conduct Job Applicants: The City's conditional offer of employment will be withdrawn from any job applicant who refuses to be tested or tests positive for illegal drugs as verified by a confirmatory test. Employees: • No Adverse Action without Confirmatory Test. The City will not discharge, discipline, discriminate against, or request or require rehabilitation of an employee based on a positive test result from an initial screening test that has not been verified by a confirmatory test. • Suspension Pending Test Result. The City may temporarily suspend a tested employee with or without pay or transfer that employee to another position at the same rate of pay pending the outcome of the requested confirmatory retest, provided the City believes that it is reasonably necessary to protect the health or safety of the employee, co -employees, or the public. The employee will be asked to return home and will be provided appropriate arrangements for return transportation to his or her residence. In accordance with Minn. Stat. § 181.953, subd. 10, an employee who has been suspended without pay will be reinstated with back pay if the outcome of the requested confirmatory retest is negative. Discipline and Discharge: Confirmatory Positive Test Result: The City will not discharge an employee for a first confirmatory positive test unless the following conditions have been met: • The City has first given the employee an opportunity to participate in either a drug or alcohol counseling or rehabilitation program, whichever is more appropriate, as determined by the City after consultation with a certified chemical use counselor or physician trained in the diagnosis and treatment of chemical dependency. Participation by the employee in any recommended substance abuse treatment program will be at the aiv2ozz Non -DOT Drug and Alcohol Testing and Drug -Free Workplace Act Policy Page 6 employee's own expense or pursuant to the coverage under an employee benefit plan. The certified chemical use counselor or physician trained in the diagnoses and treatment of chemical dependency will determine if the employee has followed the rehabilitation program as prescribed; and • The employee has either refused to participate in the counseling or rehabilitation program or has failed to successfully complete the program, as evidenced by withdrawal from the program before its completion or by a refusal to test or positive test result on a confirmatory test after completion of the program. Other Misconduct: Nothing in this policy limits the right of the City to discipline or dismiss an employee on grounds other than a positive confirmatory test result, including conviction of any criminal drug statute for a violation occurring in the workplace or violation of other City personnel policies. Emergency Call Back to Work Provisions: If an employee is called out for a City emergency and he or she reports to work and is suspected of being under the influence of drugs or alcohol, he or she will not be subject to the testing procedures of this policy but may be subject to discipline and will not be allowed to work. Appropriate arrangements for return transportation to the employee's residence will be made. It is the sole responsibility of the employee who is under the influence of alcohol and/or drugs and who is called out for a city emergency, to notify his or her supervisor of this information and advise if he or she is unable to respond to the emergency call back. Non -Discrimination The City of Lino Lakes policy on work -related substance abuse is non-discriminatory in intent and application; however, in accordance with Minn. Stat., ch. 363, disability does not include conditions resulting from alcohol or other drug abuse which prevents an employee from performing the essential functions of the job in question or constitutes a direct threat to property of the safety of individuals. Furthermore, the City will not retaliate against any employee for asserting his or her rights under this policy. City's Employee Assistance Program The City has in place a formal employee assistance program (EAP) to assist employees in addressing serious personal or work -related problems at any time. The City's EAP provides confidential, cost-free, short-term counseling to employees and their families. Employees who may have an alcohol or other drug abuse problem are encouraged to seek assistance before a problem affects their employment status. Employee assistance program services are available by contacting Human Resources at hr&linolakes.us. Policy Contact for Additional Information If you have any questions about this policy or the City's drug and alcohol testing procedures, you may contact your immediate supervisor, Human Resources, or the City Administrator to obtain additional information. aiv2ozz Non -DOT Drug and Alcohol Testing and Drug -Free Workplace Act Policy Page 7 By this policy, the City of Lino Lakes has established a drug -free awareness program to inform employees about the dangers of drug abuse in the workplace and its policy of maintaining a drug -free workplace. Each City employee will receive a copy of this policy and will be required to read it. Definitions Alcohol: Means the intoxicating agent in beverage alcohol or any low molecular weight alcohols such as ethyl, methyl, or isopropyl alcohol. The term includes but is not limited to beer, wine, spirits, and medications such as cough syrup that contain alcohol. Alcohol use or usage: Means the consumption of any beverage, mixture, or preparation, including any medication, containing alcohol. Applicant: Means a person applying for a job with the city. City: Means the City of Lino Lakes. City premises: Means, but is not limited to, all city job sites and work areas. For the purposes of this policy, city premises also includes any other locations or modes of transportation to and from those locations while in the course and scope of employment of the city. City vehicle: Means any vehicle which employees are authorized to use solely for city business when used at any time; or any vehicle owned or leased by the city when used for city business. Collection site: Means a place designated by the city where job applicants and employees present themselves for the purpose of providing a specimen of their breath, urine, and/or blood to be analyzed for the presence of drugs and alcohol. Confirmatory test: Means a drug and/or alcohol test on a sample to substantiate the results of a prior drug and/or alcohol test on the same sample, and that uses a method of analysis allowed under one of the programs listed in Minn. Stat. § 181.953, subd. 1. Drug: Includes any "controlled substance" as defined in Minn. Stat. § 152.01, subd. 4, and also includes all cannabinoids, including those that are lawfully available for public consumption that do not otherwise qualify as being a "controlled substance" as defined in Minn. Stat. § 152.01, subd. 4. Drug and/or alcohol testing, and drug and/or alcohol test: Mean analysis of a body component sample according to the standards established under one of the programs listed in Minn. Stat. § 181.953, subd.1, for the purpose of measuring their presence or absence of drugs, alcohol, or their metabolites in the sample tested. Drug paraphernalia: Has the meaning set forth in Minn. Stat. § 152.01, subd. 18. Employee: Means a person who performs services for compensation for the city and includes independent contractors except where specifically noted in this policy. 8iv2ozz Non -DOT Drug and Alcohol Testing and Drug -Free Workplace Act Policy Page 8 Initial screening test: Means a drug and/or alcohol test that uses a method of analysis under one of the programs listed in Minn. Stat. § 181.953, subd. 1. Job applicant: Means a person who applies to become an employee of the city and includes a person who has received a job offer made contingent on the person passing drug testing. Positive test result: Means a finding of the presence of alcohol, drugs, or their metabolites that exceeds the cutoff levels established by the city. Minimum threshold detection levels are subject to change as determined in the city's sole discretion. Random selection basis: Means a mechanism for selection of employees that (1) results in an equal probability that any employee from a group of employees subject to the selection mechanism will be selected, and (2) does not give an employer discretion to waive the selection of any employee selected under the mechanism. Reasonable suspicion: Means a basis for forming a belief based on specific facts and rational inferences drawn from those facts. Safety -sensitive position: Means a job, including any supervisory or management position, in which an impairment caused by drug and/or alcohol usage would threaten the health or safety of any person. Under the influence: Means (1) the employee tests positive for alcohol or drugs, or (2) the employee's actions, appearance, speech, and/or bodily odors reasonably cause the city to conclude that the employee is impaired because of illegal drug use or alcohol use. aiv2ozz Non -DOT Drug and Alcohol Testing and Drug -Free Workplace Act Policy Page 9 CITY COUNCIL AGENDA ITEM 3B STAFF ORIGINATOR: Meg Sawyer, Human Resources and Communications Manager MEETING DATE: September 12, 2022 TOPIC: Consider Appointment of Part -Time Firefighter VOTE REQUIRED: 3/5 INTRODUCTION The Council is being asked to approve the appointment of Taylor Andres to the Part -Time Firefighting position in the Public Safety Department. BACKGROUND At this time staff has completed the recruitment process, provided a conditional offer, and is recommending the approval of Taylor Andres for the position. Andres has completed his Firefighter 1 & 2 as well as Hazardous Materials training and certification. The hourly rate of pay would be $18.66, which is the starting rate for part-time firefighters. With the Council's approval, Andres would start in the position of Part -Time Firefighter on September 19, 2022. RECOMMENDATION Please approve the appointment of Taylor Andres for the Part -Time Firefighter position. CITY COUNCIL AGENDA ITEM 4A STAFF ORIGINATOR: John Swenson, Public Safety Director MEETING DATE: September 12, 2022 TOPIC: Purchase of Fire Apparatus VOTE REQUIRED: 3/5 INTRODUCTION Staff is seeking Council approval to purchase two Tenders from Custom Fire. BACKGROUND During the May 2, 2022 Work Session, staff presented information on old Al I failure to pass annual inspection and provided options to address the loss of this piece of fire apparatus. Council provided direction to staff to purchase a used piece of apparatus to fill the community need that A11 had provided and further directed staff to develop specifications for the replacement of the water Tenders (T1 & T2 currently in the fleet). Deputy Director Dan L'Allier impaneled a committee comprised of fire staff to develop specifications for new fire apparatus to replace T1 & T2. The committee was requested to create a specification document that addressed community needs and is compliant with Insurance Services Office (ISO) and the National Fire Protection Association (NFPA) requirements. During the August 2nd Work Session, staff presented information on the fire apparatus committee specification recommendations and information on Sourcewell; which is a public corporation serving as municipal contracting agency for government and education agencies. Sourcewell services member agencies under the legislative authority established and granted by Minnesota Statute 123A.21. Council directed staff to work through the Sourcewell cooperative to develop pricing from Custom Fire for Tenders. At the September 6th Work Session, staff presented information on the cost to purchase two Tenders from Custom Fire with a total cost of $2,262,000.00. Attached is the contract with Custom Fire for the purchase of two PTCU Fire Department Enclosed Top Mount Pumper Tanker on a 4-door tandem Spartan Gladiator with a 2000-GPM pump, foam system, 2200 gallon capacity water tank, and bolted stainless steel body with painted finish roll -up doors. RECOMMENDATION Staff recommends approval of a contract with Custom Fire for the purchase of two Tenders to provide fire services at a total cost of $2,262,000.00 and approval of Resolution No. 22-103 Authorizing an Interfund Loan. ATTACHMENTS Custom Fire Contract Resolution No. 22-103 Custom Fire Apparatus Inc. 509 68Eh Ave Osceola, Wl 54020 800.443.8851, factory MOTOR VEHICLE PURCHASE CONTRACT THIS AGREEMENT, Made by and between CUSTOM FIRE APPARATUS, INC. of Osceola, Wisconsin, Party of the First Part, Sourcewell—MN Contract #113021-CSM and: The LINO LAKES FIRE DEPARTMENT, of Lino Lakes, Minnesota Party of the Second Part, hereinafter called the BUYER, Sourcewell MN Member ID# WITNESSETH, That CUSTOM FIRE APPARATUS, INC. Agrees to sell, upon the conditions which are below written, the apparatus and equipment herein before described, all of which are to be in accordance with the specifications and warrantees submitted by CUSTOM FIRE APPARATUS, INC. and which are made a part of this agreement and Contract. As per Proposal Specifications submitted which includes; "'One (1) PTCU Fire Department Enclosed Top Mount Pumper Tanker with Published and Unpublished Options to include a 4-door tandem Spartan Gladiator, 2000-GPM pump, foam system, 2200-gallon capacity water tank and bolted stainless steel body with painted finish roll -up doors." The BUYER agrees to purchase and pay for the aforesaid property delivered as aforesaid, the Sum of: USD 1,157,130.00. "Due to engineering and production economies, a second identical PTCU Fire Department Enclosed Top Mount Pumper built simultaneously may be purchased at a discount. The BUYER agrees to purchase and pay for the identical Pumper Tanker delivered as aforesaid, the Sum of: USD $1,104.870.00. NOTE: This price is per Sourcewell contract pricing and inclusive of the program fees. "The pricing contained in this proposal is based on prevailing material and labor costs. Due to volatility, surcharges may be added after contract and will be disclosed and passed on to buyer at cost. Surcharges shall not be deemed suitable reason for contract termination by either party." TERMS OF PAYMENT: Progress Payment of $499,946.00 is due upon delivery of each truck chassis to the Osceola factory, final payment for each Pumper Tanker is due on the Day of its Acceptance, GUARANTY: The BUYER hereby guarantees thatthe funds will be ready and available for transfer in the form of legal tender, a negotiable check or direct bank wire transfer on or prior to the day Custom Fire Apparatus Inc. 509 681� Ave Osceola, W 1 54020 800,443.8851,factory of delivery. And it is further mutually agreed that no misunderstanding, verbal or written, regarding equipment or otherwise, shall enjoin CUSTOM FIRE APPARATUS, INC. unless in this contract. DELIVERY: Is to be made to; The LINO LAKES FIRE DEPARTMENT personnel at the Osceola, Wisconsin factory within 300 - 365 Calendar Days or sooner following receipt and approval of this Contract duly executed, subject to all causes beyond our control, or as soon thereafter as is consistent with good workmanship and proper finishing and providing the delivery of the truck chassis has been made to our factory in Osceola, Wisconsin. LIABILITY: Physical damage to the truck or chassis will be the responsibility of CUSTOM FIRE APPARATUS, INC. on a primary basis, regardless of what other insurance is available, as long as the vehicle is in the care, custody and control of same. Any componentry furnished by the BUYER, including the truck chassis, will be insured for its purchase price, by and when in the possession of CUSTOM FIRE APPARATUS, INC. Upon delivery and acceptance of the apparatus at the factory in Osceola, Wisconsin, Party of the Second Part (BUYER) does agree to provide all insurance to hold both parties harmless and free from any loss. WITNESS our hands and official seal this 13th day of September 2022. CUSTOM FIRE APPARATUS, INC. CITY OF LINO LAKE FIRE DEPARTMENT James M. Ki ida President of th orporation CITY OF LINO LAKES RESOLUTION NO.22-103 APPROVAL OF INTERFUND LOAN FOR FIRE APPARATUS WHEREAS, the City has contracted with Custom Fire to purchase two pumper tanker fire trucks in the amount of $2,262,000. WHEREAS, the City will finance the purchase through an interfund loan. Interfund loans eliminate bond issuance costs, bypass continuing disclosure and post issuance compliance requirements, and allow for better control of the interest rate on the loan. WHEREAS, the City will loan $2,262,000 from the Sewer Fund (602) to the Capital Equipment Replacement fund (402) for a ten-year loan term with an interest rate of 1.00%. The annual payment will be added to the property tax levy for payable years 2024- 2033. The interest rate is based upon investment earning assumptions in the City's most recent utility rate study. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes approval of the interfund loan in the amount of $2,262,000 from the Sewer Fund to the Capital Equipment Replacement Fund: Date Issuance Principal Due Interest Due Balance Total Pmt/ Levy 12/31/2023 $ 2,262,000 $ - $ - $ 2,262,000 $ - 12/31/2024 $ - $ 226,200 $ 22,620 $ 2,035,800 $ 248,820 12/31/2025 $ - $ 226,200 $ 20,358 $ 1,809,600 $ 246,558 12/31/2026 $ - $ 226,200 $ 18,096 $ 1,583,400 $ 244,296 12/31/2027 $ - $ 226,200 $ 15,834 $ 1, 357, 200 $ 242,034 12/31/2028 $ - $ 226,200 $ 13,572 $ 1,131,000 $ 239,772 12/31/2029 $ - $ 226,200 $ 11,310 $ 904,800 $ 237,510 12/31/2030 $ - $ 226,200 $ 9,048 $ 678,600 $ 235,248 12/31/2031 $ - $ 226,200 $ 6,786 $ 452,400 $ 232,986 12/31/2032 $ - $ 226,200 $ 4,524 $ 226,200 $ 230,724 12/31/2033 $ - $ 226,200 $ 2,262 $ - $ 228,462 Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Cavegn and was duly seconded by Councilmember Lydenand upon vote being taken thereon, the following voted in favor thereof. Lyden, Stoesz, Cavegn, Rafferty The following voted against same: None (Absent- Ruhland) Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: INTRODUCTION CITY COUNCIL AGENDA ITEM 5A Diane Hankee, City Engineer September 12, 2022 Resolution No. 22-101, Accepting Quotes and Awarding a Construction Contract, 2022 Trail Fog Seal Project 3/5 Vote Required Staff is requesting authorization to accept quotes and award the construction contract for the 2022 Trail Fog Seal Project. BACKGROUND The 2022 Trail Fog Seal Project includes fog sealing trail segments along Robinson Drive, Century Trail, Lake Drive (CSAH 23), Town Center Parkway, Elm Street, Holly Drive, 12t' Avenue, Main Street (CSAH 14) and Otter Lake Road. A location map is enclosed. Funding for the project is from the general fund, park budget. The overall budget is $65,000.00. The remainder of the budget will be used on other park maintenance items. Quotes for the project were received on September 2, 2022. CONTRACTOR TOTAL QUOTE Asphalt Concrete Solutions Did Not Quote Allied Blacktop Co. Did Not Quote Astech Did Not Quote Bituminous Roadways Inc. Did Not Quote Pearson Bros, Inc. $21,124.00 The low quote was submitted by Pearson Bros, Inc. of Hanover, Minnesota, in the amount of $21,124.00. Pearson Bros, Inc. has adequately completed project in the City of Lino Lakes in the past. The completion date for this project is November 2, 2022. Some of the other contractors didn't bid because their schedules were already full. RECOMMENDATION Staff recommends adoption of Resolution No. 22-101 accepting quotes and awarding a construction contract for the 2022 Trail Fog Seal Project, in the amount of $21,124.00 to Pearson Bros, Inc. ATTACHMENTS Resolution No. 22-101 2. Location Map CITY OF LINO LAKES RESOLUTION NO.22-101 RESOLUTION ACCEPTING QUOTES, AND AWARDING A CONSTRUCTION CONTRACT, 2022 TRAIL FOG SEAL PROJECT WHEREAS, pursuant to a request for quotes for the construction of the 2022 Trail Fog Seal Project, quotes were received, and tabulated: CONTRACTOR TOTAL QUOTE Asphalt Concrete Solutions Did Not Quote Allied Blacktop Co. Did Not Quote Astech Did Not Quote Bituminous Roadways Inc. Did Not Quote Pearson Bros, Inc. $21,124.00 WHEREAS, it appears that Pearson Bros, Inc. of Hanover, Minnesota, is the lowest responsible bidder; and WHEREAS, the funding for the project is from the general fund, park budget, in the amount of $30,000.00; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes that the Mayor and Clerk are hereby authorized and directed to enter into a contract Pearson Bros, Inc. for the construction of the 2022 Trail Fog Seal Project in the amount of $21,124.00; Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Lyden and was duly seconded by Councilmember Stoesz and upon vote being taken thereon, the following voted in favor thereof. Lyden, Stoesz, Cavegn, Rafferty The following voted against same: None (Absent - Ruhland) Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk yE ROBINSON DRIVE ' ` _ „■ LENGTH: 1,630 FT - �ai�"I■� - " m . - r ,r ' r - w �iL�I�i■:Il�i�sl�= '_$ % �� �IIIIIIIIII�IIIIDr �� f�... k x_ f • CENTURY TRAILawl J� ,�,� -� s� ®� LENGTH: 1,868 FT � _ ;d O- ! �� ILIA LAKE DRIVE (CSAH 23)&I z f1^rf�I��VI " (FROM STAGE COACH TRL TO APOLLO DR) I 'I�+; r� r llW LENGTH: 3,867 FT MEW _— "i■� w ���� TOWN CENTER PARKWAY Lo r 7 ���, �LENGTH: 895 FT �^ + .cam m'- 1a ® � � � �� mica ., w *awl w easEs���' I+� ®�a, GEORGE WATCH LAKE PELTIER LAKE w I�i►�,I'■1 _ -- 1 MAIN STREET (CSAH 14) Lu (FROM 21ST AVE TO ELMCREST AVE) . w __ ,•_ °- &OTTER LAKE RD CITY OF LENGTH: 3,890 FT t; CENTERVILLE , r1 4a- y - MAIN STREET CSAH 14 B P• � 1 ELM STREET j `' CENTERVILLE LAKE ) 1, a LENGTH: 7,433 FT o ff"-' `j N L0 y ,•., _L0Lu r, 04 w LL T `M1. RICE LAKE = (� o Lo W CV M L. O s ... _.dLi•. H e RESHANAU 4 r ,o Q Q� t''' w~ _ 'p�A :.i r.� iW�ja N•. - 1 :Y'eey ,_r .fk 1m. co�:e11T BIRCH STREET (CSAH 34) :.� » ..r trk:. wr"'x i. �x v -l�r a ell"1011=1 0 T` __ / r , 1 .r • ... �l ' f/ HOLLY DRIVE (FROM HOLLY CT TO 12TH AVE) &�/$ 4�'j` e / .fin BAL�wIN LAKE 12TH AVENUE (FROM HOLLY DR TO WHITE OAK RD) �' ;, F, _ r ll ` A'Fit c',a LENGTH: 5,975 FT�3i lowm r...^•� l - m aJw � -� � 9 '' r is >�±A"� ,^. `.•n� � -� ����._ � (' t`i '� �} �f a fir'6 t v, • � s fit^ _ \ A Bch 2022 TRAIL FOG SEAL PROJECT N V V J I�eJ 0 2500 5000 CITY o F PROJECT LOCATION MAP H: IN KES WSB PROJECT NO.: SCALE IN FEET 021125-000 CITY OF LINO LAKES, MN AUGUST 16, 2022 STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED INTRODUCTION CITY COUNCIL AGENDA ITEM 6A Katie Larsen, City Planner September 12, 2022 Kwik Trip Consider Resolution No. 22-94 Approving Conditional Use Permit for Motor Fuel Station ii. Consider Resolution No. 22-95 Approving Conditional Use Permit for Commercial Car Wash iii. Consider Resolution No. 22-96 Approving Site Improvement Performance Agreement 3/5 Staff is requesting City Council consideration of the above noted resolutions for Kwik Trip motor fuel station and commercial carwash. Review Deadline: Complete Application Date: July 11, 2022 60-Day Review Deadline: September 9, 2022 60-Day Extension Deadline: November 8, 2022 Environmental Board Meeting: July 27, 2022 Park Board Meeting: NA Planning & Zoning Board Meeting: August 10, 2022 City Council Work Session: September 6, 2022 City Council Meeting: September 12, 2022 BACKGROUND The applicant, Kwik Trip, submitted a land use application for the construction of a new 11,800 sf Kwik Trip motor fuel station and car wash located at the southwest quadrant of CSAH 23 (Lake Drive) and CSAH 49 (Hodgson Road). The Land Use Applications are for the following: • Conditional Use Permit o Motor Fuel Station o Commercial car wash • Site & Building Plan Review This staff report is based on the following information: • Applicant Narrative prepared by Kwik Trip dated July 8, 2022 • ALTA Survey prepared by EG Rud & Sons, Inc. dated July 5, 2022 • Site Improvement Plans including site plan, civil plan set, and landscape plans prepared by Insites Site Planning and Sunde Engineering dated June 27, 2022 • Architectural Plans prepared by Vantage Architects dated June 21, 2021 • Stormwater Management Plan prepared by Sunde Engineering, PLLC. Dated May 17, 2022 • Traffic Impact Analysis prepared by SEH dated July 8, 2022 • Sound Control Plan prepared by Insites dated May 20, 2022 This Council staff report provides edits to the August 10, 2022 Planning & Zoning staff report. Changes are either narratively described or shown as s4iketh,.o g (deletions) or underline (additions). ANALYSIS Existing Site Conditions The 14 acre site is located in the southwest quadrant of CSAH 23 (Lake Drive) and CSAH 49 (Hodgson Road). The site is currently vacant commercial. The northern portion of the site consists of a heavily wooded area, the central portion is an open field and the southern portion is wetland. Existing soils on site are Type A in upland areas and D in the wetland. Groundwater was encountered at 11 to 21 ft below existing grade. The site slopes 12 feet downward from the north side 905 EL towards the southeast 893 EL. Zoning and Land Use This area has been zoned for commercial use since 1958. The parcel is currently zoned GB, General Business and allows for motor fuel stations and commercial car washes as a conditional use. Current Zoning GB, General Business Current Land Use Vacant Commercial Future Land Use per CP Commercial Utility Staging Area 1A=2018-2025 Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future Land Use North R-1 Single Family Open Space Open Space Residential (road right-of-way) (road right-of-way) South R-1 Single Family Single Family Low Density Residential Residential Residential East GeneralJBusiness Commercial Commercial R-4 Single Family Single Family West Residential Residential Residential (City of Circle Pines) To the west of the site is Pine Hollow, a residential subdivision in the City of Circle Pines. It was platted in 2004. Four (4) single family lots abut the northwest lot line near the proposed Kwik Trip. A privacy fence runs along these rear lot lines. Subdivision Ordinance The lot is an existing lot of record and is not being subdivided. Streets and Alleys CSAH 23 (Lake Drive) is an A -Minor Reliever road and CSAH 49 (Hodgson Road) is an A - Minor Expander road. Per the ALTA Survey, a Highway Easement and Restricted Access exists along Lake Drive and a Street and Utility Easement exists along Hodgson Road. A right- in/right-out with turn lane is proposed at Lake Drive into the site. One (1) full access with turn lane is proposed at Hodgson Road. Staff Comment: 1. An additional 10 ft of street right-of-way is required along CSAH 49 (Hodgson Road) and shall be dedicated to the City via a separate document and exhibit. Per the 2004 Pine Hollow plat, a 60' x 300' lot was platted as Frontage Road along CSAH 23 (Lake Drive). The plat dedicated to the City of Circle Pines the right of access onto the frontage road. It was the City of Lino Lakes understanding this would be the access to the subject site off of CSAH 23 (Lake Drive); however, the City of Circle Pines is not allowing access at this location. Easements Staff Comment: 1. Standard drainage and utility easements at least 10 feet wide shall be dedicated to the City along the lot lines, stormwater pond 100 year HWL, and delineated wetland boundary via a separate document. Public Land Dedication Public land dedication and park fees are not applicable because the lot is not being subdivided. Site and Building Plan Review Site Plan Per applicant's narrative, "Kwik Trip, Inc. is proposing the construction of a convenience store with an integral single bay carwash and 10 dispenser fueling canopy. The requested hours of operation will be 24 hours for all uses. The type of products that will be sold will be similar to that of our existing stores throughout the mid -west: fresh produce, bakery and dairy, hot and cold food and beverages, fresh meat and groceries, tobacco products, lotto, convenience store merchandise, alcohol, gasoline, E-85, ice and propane. The outside merchandising of products is being requested next to the store (two ice chests and one propane cage) and underneath the proposed main canopy. To ensure that the freshest products are sold in our stores, we request that daily deliveries be allowed." The building is strategically located in the northeast corner of the site to provide as much separation as possible from the residential neighbors to the west and south. The parking lot is also located on the east and south side of the building near Hodgson Road allowing the building to screen a majority of the parking lot. The front of the building faces south. The fueling station canopies are located south of the building. Five (5) underground fuel tanks are located south of the canopy. The attached car wash is located on the north side of the building. The entrance is on the west and the exit is on the east towards the Lake Drive and Hodgson Road intersection. A vacuum is located along the east lot line. The car wash dryer and vacuum are the furthest distance from the Pine Hollow neighborhood to help alleviate noise concerns. Staff Comments: 1. A sidewalk or trail connection shall be made from the southwest intersection of Lake Drive and Hodgson Road to the parking lot. 2. An 8.5' wide trail connection shall be made from Sandhill Drive to the parking. The trail to Sandhill Drive will then connect with the City's existing trail system. Overall, the proposed site plan meets ordinance and performance standard requirements unless otherwise noted. Lot Size and Setbacks GB 710 Kwik Trip Lot Requirements Min. Lot Size 20,000 sf 714,670 sf Min Lot Width 100 ft 337 ft Setbacks -Street Required Proposed Principal Building-CSAH 23 (arterial) 40 ft 40 ft Parking Lot 15 ft 43ft Principal Building-CSAH 49 (arterial) 40 ft 100 ft Parking Lot 15 ft 19 ft Setbacks -Side Lot Line (west) Required Proposed Principal Building (From Residential District) 35 ft 160-200 ft Accessory Building (attached trash enclosure) 10 ft 150 ft Parking Lot/Driveway 10 ft 60 -210 ft Setbacks -Rear Lot Line Required Proposed Principal Building 30 ft 1,000 ft Accessory Building (trash enclosure) 5 ft 1,075 ft Parking Lot/Driveway 10 ft 820 ft The front lot line is along CSAH 23 (Lake Drive). Lot size, lot width and setback requirements are met. Architectural Plans and Exterior Building Materials Per the applicant's narrative, "the architectural elements in this state-of-the-art building consist of a full brick cladding, standing seam metal roof, store front aluminum openings and stucco accents. Extensive landscaping, modern storm water facilities, monument and wall signage, customer and employee parking, concrete paving with curb and gutter are also included in the overall site design." The color palette consists of red brick, tan solder course, tan stucco, almond and red fascia. The standing seam metal roof is green City ordinance allows for stucco or EIFS on no more than 30% of the primary front building elevation and no more than 60% of any side or rear building elevation. The primary front elevation faces south and has 3.6% stucco. The rear elevation faces north towards Lake Drive and has 4.7% stucco. The west facing elevation has 0% stucco and the east facing elevation towards Hodgson Drive has 3.5%. The building has a 6" tan soldier course 3ft above the ground around the perimeter of the building creating a bottom and a middle. The hip roof creates a building top. The materials and percentages are compliant with performance standards. The building height is 23ft which is less than the maximum 45ft allowed. The trash enclosure is part of the building along the west elevation. The enclosure is 8 ft in height and has a sandstone color vinyl molding swing gate with minimum 80% opacity. The trash enclosure meet performance standards. The 10 dispenser fuel canopies are located on the south side of the building. The structure is 120' x 40'. The top of the canopy is 18ft in height and the canopy itself is 3ft in height. An 8" high red channel stripe without LED lights adds a decorative accent. Each canopy support column is wrapped with brick similar to the building. The mechanical equipment is located inside the building. The building will be sprinkled for fire suppression. Sound A Sound Control Plan was submitted showing compliance with MPCA noise levels. NAC Daytime Nighttime (7:00 a.m. — 10:00 p.m.) (10 p.m. — 7 a.m.). 1-Residential L10 = 65 FL50 = 60 L10 55 L50 = 50 During the one -hour period of monitoring, daytime noise levels cannot exceed 65 dBA for more than 10 percent of the time (six minutes) and cannot exceed 60 dBA more than 50 percent of the time (30 minutes). For reference, 60 dBA is normal speech. The nearest Pine Hollow single family rear lot line is over 350ft from the car wash entrance. The car wash will operate at 49.4 dBA at 300ft from the car wash entrance which is less than both daytime and nighttime allowed levels. The landscape buffer and existing fence will also provide additional sound level mitigation. Outdoor Lighting Per Section 1007.043(6)(d), no light source shall exceed 1.0 foot candle onto right of way or 0.4 foot candle onto adjacent property. Sheet El, Photometric Site Plan shows all foot candle measurements meet requirements. Light fixtures on the both the building and 16' high light poles are down lit and cutoff as required by city code. Addition lighting details are provided under the findings of fact below. Off -Street Parking Requirements Per Section 1007.044(6): (v) Motor Fuel Station. At least four (4) off-street parking spaces plus one (1) space for each employee on duty. Those facilities designed for sale of other items than strictly automotive products, parts or service shall be required to provide additional parking in 7 compliance with other applicable sections of this Ordinance. Parking at fuel pumps shall not be allowed to satisfy the parking requirements. Four (4) spaces + six (6) spaces = 10 spaces required. (o) Retail Store and Service Establishment. At least one (1) off-street parking space for each two hundred (200) square feet of floor area. The retail floor area is 4,200 sf. 4,200 sf / 200 = 21 parking spaces required. The site has 42 spaces including 3 ADA spaces. Parking requirements are met for both motor fuel station and retail uses. Grading Plan and Stormwater Management Per the Stormwater Management Report prepared by Sunde Engineering dated May 17, 2022, the proposed stormwater management plan consists of a series of catch basins with storm sewer pipes that route stormwater runoff to on-site pre-treatment devices including an oil skimmer catch basin that flows to a concrete oil and grit separator prior to discharging to the wet detention basin. The wet detention basin will have a clay liner a minimum of 2 feet thick to prevent infiltration and will discharge into the on-site wetland. The wet detention basin meets the City’s and the RCWD’s rules and regulations for water quality volume and rate control. Public Utilities The building will be municipally served by a 10” sanitary sewer main located along Hodgson Road and a 16” watermain located along Lake Drive. Tree Preservation and Mitigation Standards Per the July 27, 2022 Environmental Board staff report: There are 240 tree removals planned for the basic use area. Because these trees are not in environmentally sensitive areas, no mitigation will be required for these removals. There are also no removals planned outside of the basic use area, so no mitigation trees are required. Preservation and mitigation standards are met. Open Areas Landscape Standards The Landscape Requirements sheet notes 221,591 square feet of open space; however, open space is defined as disturbed site areas that are not in the foundation landscape zone, vehicular hardscape area, or building footprint. Staff arrived at an approximate value of 50,000 square feet of open space for the area around the stormwater pond and applicable area on the northwest and northeast perimeters of the site. 8 This approximate value for open space would require 25 large trees and 75 large shrubs. The required number trees will be easily reached through new trees planted and existing trees preserved in applicable areas. 16 large shrub equivalents are included through planting 49 small shrubs along the northeast parking lot perimeter. For the approximate open space value of 50,000 square feet, an additional 59 large shrubs would be required. Staff and the applicant will work together to locate these shrubs and trees in lieu of shrubs in places that provide additional screening to the west. Open space area shall be recalculated to allow for an accurate count on shrubs required. Buffer and Screen Standards The purpose of this requirement is to separate and buffer different land use types, screen roads and parking, and screen utility and loading areas. Continuous, year-round planting screens require, at the minimum, a double row of plants with triangulated spacing. The west perimeter is shared with a less intense land use (residential) and will require a 6 foot high buffer and screen. A 55ft to 235ft wide buffer of heavily wooded area is provided along the west lot line. A 6ft high privacy fence also exists on the Pine Hollow development along the west lot line near the residential houses. Single family homes to the south are over 800ft from the parking lot and are screened with additional landscaping and berm. The northwest and northeast perimeters of the site will require 30 inch buffer and screening due to the parking lot being adjacent to public rights of way. The intent of the ordinance in this case is to block headlights as seen from the streets. This is accomplished with the existing trees that are being preserved on these perimeters, and by the berm and row of new shrubs that will be planted on the northeast perimeter. Buffer and screen standards have been met. Canopy Cover Canopy cover standards call for a minimum of 40% canopy coverage. Canopy coverage values are calculated per tree based on the anticipated size 15 years after planting, and the distance to hardscape edge from the planting location. Vehicular hardscape planned: 66,666 sq. ft. Canopy cover requirement: 26,666 sq. ft. Canopy cover provided: 26,875 sq. ft. Canopy cover requirements have been met. Foundation Landscaping The applicable building faces for this project include the northwest, northeast, and southeast (front) building faces. 9 Building Face Required: Provided Northwest (approximately 100 ft.) 2 large trees 2 large trees (existing) 6 large shrubs 13 medium shrubs (eq. to 8 large shrubs) Northeast (approximately 120 ft.) 2 large trees 1 large tree 1 medium tree 6 large shrubs 10 medium shrubs (eq. to 6 large shrubs) Southeast/front (approximately 100 ft.) 2 large trees 1 large tree 1 medium tree 6 large shrubs 6 small shrubs (eq. to 2 large shrubs) Foundation landscape requirements have not been met with respect to trees on the northeast and southeast faces, or with respect to shrubs on the southeast face. To meet requirements, the medium trees (blue beech) could be switched to large tree species, or the islands could be enlarged to accommodate additional medium trees. Also, additional shrubs will be needed for the southeast building face. Some of the perennial flowers and grasses could be switched for shrubs to meet the requirement. The foundation landscape requirements have not been met. Sod and Ground Cover Standards All areas not otherwise improved in accordance with the approved site plans shall have a minimum depth of 4 inches of topsoil and be sodded, including boulevard areas. Seed may be provided in lieu of sod in certain cases, including when the area is adjacent to natural areas or wetlands. The areas north of the parking lot abutting Lake Drive and Hodgson Road will be stabilized with sod. There will also be a strip of sod along the south perimeter of the parking lot. The disturbed areas created during grading leading from the parking lot to the stormwater pond, and on the high ground around the stormwater pond itself, will be seeded with Mn DOT 35- 221, a dry prairie seed mix. A 10 foot aquatic bench near the normal water level of the stormwater pond will be seeded with Mn DOT 34-262, a wet prairie mix of over 30 native plants suitable to the moist conditions. Additionally, this bench will be planted with over 300 pots or plugs of native rush and bulrush species. 10 Note that the city native plant establishment requirements will be in effect for the areas receiving native seed. The sod and ground cover standards have been met. Signage A separate sign permit application shall be submitted prior to signage installation. It should be noted that signage may be allowed on a detached canopy in lieu of wall signage on the principal structure, provided that the individual canopy sign does not exceed more than twenty (20) percent of the canopy facade facing a public right-of-way. Impervious Surface Coverage The allowed impervious surface coverage in the GB, General Business District is 75%. The proposed impervious surface coverage 14% and is compliant. Traffic Study A Traffic Impact Analysis was prepared by SEH dated July 19, 2022. The study analyzed the following intersections: • Lake Drive at Pointcross Drive • Lake Drive at Hodgson Road • Hodgson Road at Existing Driveway Trip Generation Kwik Trip is expected to generate 2,380 new weekday daily trips. The AM peak is 7:15am to 8:15am and PM peak is 4:15pm to 5:15pm. The table below provides a detailed breakdown of land use, peak trips, and pass-by trips. Pass-by trips occur when motorists already on the highway system stop at the development site prior to continuing their intended route. Level of Service 11 Level of Service (LOS) is used to describe the operating conditions and driver delay (measured in seconds) of an intersection. Operations are given letter designations from “A” (best operating conditions) to “F” (worst conditions). City Code Section 1007.020, Site Plan Review and Section 1001.013(2)(c), Premature Subdivision establishes minimum Level Of Service (LOS) requirements. The ordinance states that if the LOS is A or B, the proposed subdivision shall not the degrade the LOS more than one grade. If the LOS is C or D, it shall not degrade the LOS. Intersections with a LOS of E or F must be improved to ensure a LOS of D or better. 2022 No-Build Overall LOS 2022 Build Overall LOS Intersection A.M. Peak P.M. Peak A.M. Peak P.M. Peak Lake Dr at Pointcross Dr A A A A Lake Dr & Kwik Trip Driveway -- -- A A Lake Dr & Hodgson Rd D D D D Hodgson Rd & Rice Lake Professional Center Driveway A A A B The proposed Level of Service does not degrade by more than one (1) LOS; therefore, the traffic generated by the proposed development is within the capabilities of the City. CSAH 23 Preliminary Traffic Analysis Study In August 2020, Anoka County prepared a CSAH 23 Preliminary Traffic Analysis of the CSAH 23 corridor from Lexington Avenue to Main Street. Hodgson Road/North Road intersection was analyzed as both a signal and a roundabout. The existing signal system is adequate to address current and future traffic; however, there is some benefit to constructing a roundabout. There is no construction timeframe for any intersection improvements at this time. Environmental Assessment Worksheet An environmental assessment is not required for a motor fuel station and commercial car wash. Wetlands A wetland delineation report was completed by Jacobson Environmental, PLLC on July 12, 2021. A WCA Notice of Decision was issued by RCWD on January 3, 2022. One 5.07 acre wetland as delineated on south end of the site. The wetland is within the Wetland Management Corridor (WMC) and buffers and conservation easements are required. There will be no impacts to the wetland; therefore, no mitigation is required. Staff Comments: 12 1. A drainage and utility easement at least 10 feet from the delineated wetland shall be dedicated to the City via a separate document. 2. A WMC wetland buffer and conservation easement are required. Shoreland Management Overlay District The site is within the Shoreland Management Overlay District of Rice Lake. The lake is classified as a natural environment lake. The required setback from the ordinary high water level is 150ft. The proposed building is setback is over 400ft. The maximum allowed impervious surface is 60% and the proposed development is 14%. Both setback and impervious surface requirements are met. Floodplain There is no FEMA floodplain on site. Cultural Resources Recent review of the Hodgson Road/Lake Drive reconstruction files identified the existence of an archaeological site within the Hodgson Road right-of-way. A Phase III data recovery report was prepared in July 1996. The report noted that the extent of the site is unknown and recommended that if land adjacent to the site is to be disturbed in the future, the SHPO office should be consulted. Additional City and Government Agency Review Comments Anoka County Highway Department Anoka County Highway Department reviewed the plans and made the following comments: 1. An additional 10ft of right-of-way along CSAH 49 is required. 2. The right in/right out on CSAH 23 and the full access on CSAH 49 are acceptable. 3. The right turn lane on CSAH 23 shall be extended with 300’ of storage and 180’ taper before their access. 4. The applicant shall obtain the required Anoka County Highway Department permits. 5. Signal timing may be adjusted if necessary after construction of the development. City of Circle Pines The City of Circle Pines submitted a comment letter on August 3, 2022. Below are their comments and Lino Lakes staff response comments. 1. A berm with trees should be planted along the west lot line. A berm would require additional trees on site to be removed. A 55ft to 235ft wide buffer of heavily wooded area is provided along the west lot line. Buffer and screen requirements have been met. Staff would not recommend an additional berm. 2. Circle Pines has traffic concerns in regards to the right in/right out so close the intersection of Hodgson, North and Lake Drive. Anoka County Highway Department reviewed and approved the right in/right out access. The County and City of Lino Lakes would certainly be open to discussing the opportunity to use the Frontage Road area platted in Pine Hollow as an access to the site. 3. Circle Pines is concerned with lighting and noise impacts. All lighting and noise performance standards are met as noted in this staff report. 4. Circle Pines is concerned about pedestrian safety along Lake Drive as well as the potential for trespassing on the private property in Pine Hollow. Lino Lakes staff would certainly support the City of Circle Pines in constructing a trail along Lake Drive within their municipal jurisdiction to provide a safe pedestrian corridor. Staff would also support the Pine Hollow HOA and residents in extending their existing privacy fence along the lot line on their property if trespassing is a concern. Public Safety Comments The Fire Division notes an additional hydrant shall be located along the curb near the car wash entrance on the northside of the entrance from Lake Drive. The Police Division had no issues that needed to be addressed. Environmental Board The Environmental Board recommended approval of the development proposal at their July 27, 2022 meeting. They emphasized the need for tree preservation and protection, stormwater management and wetland protection. Planning and Zoning Board The Planning & Zoning Board held a public hearing on August 10, 2022. Some residents expressed concerns regarding: • Traffic impacts • Noise impacts • Light pollution • Too many motor fuel stations • Existing tree preservation • Carwash operating hours At the Board's recommendation, carwash operating hours from, 7:00 a.m. - 9:00 p.m., were added to the conditional use permit. The Board recommended approval with a 5-0 vote with conditions detailed in Resolution No. 22-94 and Resolution No. 22-95. 13 14 Agreements Stormwater Maintenance Agreement The stormwater facilities on the site will be privately maintained and a Stormwater Maintenance Declaration will be required. Development Agreement and Final Plat The subject site is not being subdivided; therefore, a development agreement and final plat are not required. Site Improvement Performance Agreement A Site Improvement Performance Agreement will be prepared by the City as it relates to the Kwik Trip motor fuel station and commercial car wash. Findings of Fact Council Resolutions No. 22-94 and No. 22-95 detail the findings of fact for the conditional use permit for the Kwik Trip motor fuel station and commercial car wash. RECOMMENDATION Staff and Boards recommend approval of the Kwik Trip motor fuel station and commercial car wash conditional use permit and site plan & building plan review subject to the conditions detailed in the Council resolutions. ATTACHMENTS 1. Site Location and Aerial Map 2. ALTA Survey 3. Civil and Landscaping Plan Set 4. Architectural Plan Set & Exterior Materials 5. Resolution No. 22-94 6. Resolution No. 22-95 7. Resolution No. 22-96 8. Site Improvement Performance Agreement 0 300 600150 FeetCSAH 23 (Lake Drive)CSAH 49 (Hodgson Road) Pin e H ollo w 66856685 595951514343 6363 68176817 68186818 66886688 67766776 68086808 67006700 66846684 66926692 68006800 66806680 226226207207 225225 239239 256256 307307 215215 224224205205301301 306306 219219 227227 235235 252252 308308 243243 222222 246246248248 223223 200200 231A231A 233233312312 260260 221221 305305206206 230230 217217213213209209 204204 232232 311311 208208 211211 202202 309309 241241 258258254254 228228 231231 203203 310310 245245 102102 219219 223223 220220 225225 3434 66 201201202202 203203 306306 44 103103 203203 101101 103103 305305 221221 304304 224224 3636 3838 307307222222 308308 309309 206206 3232 205205 5454 303303 88 303303 198198 201201 237237 250250 229229 4040 22 204204 205205 BLUE HERON DRBLUE HERON DRLAKEVIEW DRLAKEVIEW DRSSAANNDDHHII LLLLDDRR Site Location & Aerial MapKwik Trip µ CondiǗon Key1 Dead2 Very Poor3 Poor4 Fair5 Average6 Good7 Very Good8 Excellent9 OutstandingTag DBH Species Trunks415 6 Maple 2416 16 Maple417 16 Oak418 10 Oak421 14 Oak422 12 Oak423 18 Cherry424 12 Oak425 16 Oak426 16 Oak2427 12 Oak7428 16 Oak2429 8 Oak2430 14 Oak2431 22 Oak432 14 Ash433 8 Juniper434 18 Elm2435 16 Elm436 6 Oak2437 10 Oak438 16 Ash439 10 Ash2440 24 Oak441 22 Oak442 10 Oak443 10 Oak443 10 Oak444 30 Oak445 12 Oak446 14 Oak447 10 Oak2 POBPOINT A75.05 0 5075.060Δ=30° 02'14"R=818.51429.10S41°07'40"E109.40RESTRICTED ACCESS PER DOC. NO. 1314226HIGHWAY EASEMENT PER DOC. NO. 1314226 6 4 STREET AND UTILITY EASEMENTPER DOC. NO. 1370241TRANSM I SS ION L IN E EAS EM EN T P ER DOC . NO . 1 8 5 3 9 0 7 (PUBLIC ROAD)(PUBLIC RIGHT OF WAY.STREET NOT BUILT)(PUBLIC ROAD)74CENTERLINE OF C.S.A.H. NO. 23PIN No. 30-31-22-21-0005Owner: Rice Creek Commons LLCAddress: 6776 Lake Drive506410" PVC 16" DIP 16" DIP 1 6 " D I P W.P.90°NOPAR K INGHCACCESSI B LE ZONECARWASHNOPARKINGLOADINGZONE NO PARKI N G HC ACCE S SI BL E ZONE 9'-0"9'-0"9'-0"15'-0 "10'-0"9'-0 "20'-0"10'-10 "8'-3 "8'-3 "70'-0"8'-8"20'-0"9'-0"12'-0"23'-0"55'-0"25'-0 "25'-0 "25'-0 "25'-0 "21'-6 "21'-6 "21'-6 "21'-6 "40'-0"120'-0 "7'-0"7'-0"10'-0"89'-4"R20'R4'95'-8 "97'-0 "12'-6"2'-9"10'-0"21'-0"150°R10'210'-0"35'-0"57'-6"40'-0"car wash stackingAIR ACCESS AISLER5'19'-6 "9'-0"20'-0 "20'-0 "9'-0"10'-0"9'-0"11'-0"R15'R30'R5'15'-0 "37'-1"R35'30' VISION TRIANGLE27'-5"18'-0"23'-0"4'-5"BASE LINELAYOUT BASE LINE15' PARKING SETBACK15' PARKING SETBACK35' RESEIDENTIAL DISTRICT SETBACK5' SIGN SETBACK5'-0"40' BUILDING SETBACKR30'R10'R5'R5'5'-0"R5'35'-0"R20'R40'35'-0"90°R10'R20'5' SIGN SETBACK 20'-0 "R4'-6"R4'-6"9'-3"40' BUILDING SETBACK35'-0"R55'60°30°2'-6"8'-3 "PROPOSED R.O.W. LINE20'-0 "102'-0"R100'R35'R35'45'-0"48'-0"28'-4"68'-0"87'-0 "70'-0 "57'-6"9'-0"90'-0"26'-1"XE R X ES 1 0 ' - 4 " X 4 7 ' - 6 3 4" 2 5 , 0 0 0 -G A L LO N XERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES10'-4" X 37'-834"20,000-GALLONEXISTING R.O.W. LINECONVENIENCESTOREFFE=904.0CAR WASHFFE=903.33PAVEMENT FLUSHPAVEMENT FLUSHPAVEMENT FLUSHPAVEMENT FLUSHPAVEMENT FLUSHC&G FLUSH W/ GRADEC&G FLUSH W/ GRADEEXISTING TREES TO REMAINEXISTING TREES TO REMAINEXISTING TREES TO REMAINEXISTING TREES TO REMAINDISCPADXFMRPADPOBPOINT A75.05 0 5075.060RESTRICTED ACCESS PER DOC. NO. 1314226HIGHWAY EASEMENT PER DOC. NO. 1314226 6 4 STREET AND UTILITY EASEMENTPER DOC. NO. 1370241TRANSM I SS ION L IN E EAS EM EN T P ER DOC . NO . 1 8 5 3 9 0 7 (PUBLIC ROAD)(PUBLIC RIGHT OF WAY.STREET NOT BUILT)(PUBLIC ROAD)74CENTERLINE OF C.S.A.H. NO. 23PIN No. 30-31-22-21-0005Owner: Rice Creek Commons LLCAddress: 6776 Lake Drive506410" PVC 16" DIP 16" DIP 1 6 " D I P W.P.90°NOPAR K INGHCACCESSI B LE ZONECARWASHNOPARKINGLOADINGZONE NO PARKI N G HC ACCE S SI BL E ZONE 9'-0"9'-0"9'-0"15'-0 "10'-0"9'-0 "20'-0"10'-10 "8'-3 "8'-3 "70'-0"8'-8"20'-0"9'-0"12'-0"23'-0"55'-0"25'-0 "25'-0 "25'-0 "25'-0 "21'-6 "21'-6 "21'-6 "21'-6 "40'-0"120'-0 "7'-0"7'-0"10'-0"89'-4"R20'R4'95'-8 "97'-0 "12'-6"2'-9"10'-0"21'-0"150°R10'210'-0"35'-0"57'-6"40'-0"car wash stackingAIR ACCESS AISLER5'19'-6 "9'-0"20'-0 "20'-0 "9'-0"10'-0"9'-0"11'-0"R15'R30'R5'15'-0 "37'-1"R35'30' VISION TRIANGLE27'-5"18'-0"23'-0"4'-5"BASE LINELAYOUT BASE LINE15' PARKING SETBACK15' PARKING SETBACK35' RESEIDENTIAL DISTRICT SETBACK5' SIGN SETBACK5'-0"40' BUILDING SETBACKR30'R10'R5'R5'5'-0"R5'35'-0"R20'R40'35'-0"90°R10'R20'5' SIGN SETBACK 20'-0 "R4'-6"R4'-6"9'-3"40' BUILDING SETBACK35'-0"R55'60°30°2'-6"8'-3 "PROPOSED R.O.W. LINE20'-0 "102'-0"R100'R35'R35'45'-0"48'-0"28'-4"68'-0"87'-0 "70'-0 "57'-6"9'-0"90'-0"26'-1"XE R X ES 1 0 ' - 4 " X 4 7 ' - 6 3 4" 2 5 , 0 0 0 -G A L LO N XERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES10'-4" X 37'-834"20,000-GALLONEXISTING R.O.W. LINESP1SITE DIMENSION PLANKnow what'sbelow.before you dig.CallRPLOTTING NOTE: PLANS PLOTTED TO 11x17SHEET SIZE ARE 12 SCALE-0NORTH30601"=60'SCALE:1" = 30'3015DRAWN BYSCALEPROJ. NO.FAX (608) 781-8960PH. (608) 781-8988LACROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107KWIK TRIP, Inc.DATESHEETDESCRIPTIONDATENO.3 1 3 1 F e r n b r o o k L a n e N o r t h , S T E 260P l y m o u t h M i n n e s o t a 5 5 4 4 77 6 3 . 3 8 3. 8 4 0 0f a x 7 6 3 . 3 8 3 . 8 4 4 0SITE PLANNING LANDSCAPE ARCHITECTUREINC.INTERNAL REVIEW22APR25-SignedDate XXXXXXXRobert J. MuellerReg. No. 19306I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision, and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.GRAPHIC22-126604-25-22CONVENIENCE STORE 1266 LINO LAKES, MINNESOTA -- INSITES 22-009 PM J.V.SUBMITTAL22MAY05-ROW WAY/SITE SHIFT22MAY20-CITY COMMENTS22JUN27-SITE DATA:ZONING DISTRICT:TOTAL SITE AREA:EX. IMPERVIOUS:EX. PERVIOUS:PARKING REQUIREMENTSPARKING REQUIREDPARKING PROVIDEDBUILDING HEIGHTSCONVENIENCE STORECANOPYBUILDING SETBACKSFRONTREARSIDEPROPOSED GREEN AREA:PROPOSED HARD COVER:PAVED AREA:BUILDING AREA:CONSTRUCTION NOTE:CONSTRUCTION FENCING TO BE INSTALLED AROUND ENTIRE CONSTRUCTIONSITE. COORDINATE WITH OWNER FOR FENCING AND GATE LOCATIONS ANDAPPROPRIATE SIGNAGE INSTALLATION.LAYOUT NOTES:1. PLAN PREPARED FROM AN ALTA/ACSM LAND TITLE SURVEY BY:--2. CURBS ARE DIMENSIONED TO FACE OF CURB.3. CONVENIENCE STORE AND ISLAND COMPLEXES ARE LOCATED FROM THENORTHWEST PROPERTY CORNER AND ALIGNED PARALLEL/ PERPENDICULARTO THE WEST PROPERTY LINE UNLESS OTHERWISE INDICATED ON THIS PLAN.4. UNLESS SHOWN OTHERWISE ON THIS DRAWING, CONTRACTOR SHALLPROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS, AND EXPANSIONJOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVES.CONTROL JOINT MAXIMUM DISTANCE: WALKS- 8' O.C., ALL OTHERS- 10'O.C. SAW CUT CONTROL JOINTS MINIMUM ONE-QUARTER CONCRETETHICKNESS.EXPANSION JOINT MAXIMUM DISTANCE: WALKS- 24' O.C., ALL OTHERS- 40'O.C. DOWEL ALL EXPANSION JOINTS- MAXIMUM 24" O.C.5.CONCRETE IN ISLAND COMPLEX SHALL BE SMOOTH BROOM FINISHED.6. EXTERIOR CONCRETE SURFACES TO BE SEALED. CONCRETE SEALER:APR 15- OCT 31 USE: TK-26UVNOV 1- DEC 31 USE: TK-2907. EXPANSION JOINTS SHALL BE DECK-O-FOAMED AND CAULKED WITH SL1PSP621,318 SF0 SF621,318 SF1/200SF RETAIL FLR = 212 STALLS + 2 VACUUM20 SRV. PNTS + DIESEL24.5'20.0'30'30'30'539,795 SF81,523 SF70,415 SF11,108 SFGB 75.075.0Δ=30° 02'14"R=818.51429.10S41°07'40"E109.4010" P V C W.P.NOP ARK INGHCACC E S S IB L E ZONECARWASHNOPARKINGLOADINGZONE NO PARKI N G HC ACCE S SI BL E ZONEcar wash stackingAIR ACCESS AISLE30' VISION TRIANGLE15' PARKING SETBACK15' PARKING SETBACK35' RESEIDENTIAL DISTRICT SETBACK5' SIGN SETBACK40' BUILDING SETBACK5' SIGN SETBACK40' BUILDING SETBACKPROPOSED R.O.W. LINEX ER X E S 1 0 ' - 4 " X 4 7 ' - 6 34" 2 5 , 0 0 0 -G A L L ON XERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES10'-4" X 37'-834"20,000-GALLONEXISTING R.O.W. LINECONVENIENCESTOREFFE=904.0CAR WASHFFE=903.333AVE0ENT F/8SH3AVE0ENT F/8SH3AVE0ENT F/8SH3AVE0ENT F/8SH3AVE0ENT F/8SHC * F/8SH W *RA'EC * F/8SH W *RA'EEXISTING TREES TO REMAINEXISTING TREES TO REMAINEXISTING TREES TO REMAINEXISTING TREES TO REMAINDISCPADXFMRPAD75.075.010" P V C W.P.NOP ARK INGHCACC E S S IB L E ZONECARWASHNOPARKINGLOADINGZONE NO PARKI N G HC ACCE S SI BL E ZONEcar wash stackingAIR ACCESS AISLE30' VISION TRIANGLE15' PARKING SETBACK15' PARKING SETBACK35' RESEIDENTIAL DISTRICT SETBACK5' SIGN SETBACK40' BUILDING SETBACK5' SIGN SETBACK40' BUILDING SETBACKPROPOSED R.O.W. LINEX ER X E S 1 0 ' - 4 " X 4 7 ' - 6 34" 2 5 , 0 0 0 -G A L L ON XERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES8'-0" X 37'-012"12,000-GALLONXERXES10'-4" X 37'-834"20,000-GALLONEXISTING R.O.W. LINESP1.1SITE KEYNOTE PLANKnow what'sbelow.before you dig.CallR SITE 3/AN .E<NOTES. /AN'SCA3E AREA. SEE SHEET /.. OFFSTREET 3AR.IN* STA//SSTRI3IN* 4 WI'E STA// /INES 8SE HI*H VISI%I/IT< WHITE 3AINT.S3ACES 3ROVI'E' 0 SERVICE 3OINTS 0 'IESE/ 3OINTS 4 9 0[ 0 0 0IN. *ENERA/ 3AR.IN* 3 0[ 0 0 0IN ACCESSI%/E 3AR.IN* W 9 0[ 0 0 0IN /OA'IN* =ONE 0[ 0 0 VAC880 STA//S3. A.'.A. ACCESSI%/E 3AR.IN* S3ACE WITH /OA'IN* =ONE. 3ROVI'EA33RO3RIATE STRI3IN* AN' 3AVE0ENT 0AR.IN*S.4. 4 WI'E HI*H VISI%I/IT< 3AVE0ENT STRI3IN* /ANE 0AR.IN*S AN'TE;T. CO/OR HC 0AR.IN*S %/8E A// OTHERS <E//OW. HATCHIN*/INES ON CENTER /ETTERS HI*H AN' /ETTER S3ACIN*.. 'E3TH 0IN. CONCRETE S/A%ON*RA'E WITH 3 RE%AR 3 O.C.CONCRETE SEA/ER T.8V. 'E3TH 0IN. CONCRETE S/A%ON*RA'E WITH 4 RE%AR 3 O.C.CONCRETE SEA/ER T.8V. % CONCRETE C8R% AN' *8TTER 3ER 'ETAI/ S3.. INTE*RA/ CONCRETE C8R% WA/.. SEE 'ETAI/ S3 FORNONF/8SH SECTIONS. CONCRETE SEA/ER T.8V9. STOR0 STR8CT8RE. SEE SHEETS S3S34. S3 FOR F8RTHERSTOR0 SEWER INFOR0ATION.0. 30 HT. 'IA. CONCRETE FI//E' 3I3E %O//AR' 3ER 'ETAI/ 9S3.. STA// %I.E RAC. WITH 4 CONCRETE 3A' %R3 300 TRA'ITIONA/ %I.E RAC.SIN*/E SI'E3ORTA%/E S8RFACE 0O8NT EN'SF8SION COATIN*S A 'IVISION OF RT0 INC.TO %E 3ROVI'E' %< OWNER . 40 0[ 0 0 'IS3ENSER IS/AN' CANO3<. VERIF< SI=E 3/ACE0ENTCO/80N AN' FOOTIN* SI=E WITH CANO3< AN' STR8CT8RA/ 3/ANS.CANO3< *RA3HICS 3ER OWNER.3.4 0[ 0 0 CO00ERCIA/ 'EISE/ 'IS3ENSER IS/AN' CANO3<.VERIF< SI=E 3/ACE0ENT CO/80N AN' FOOTIN* SI=E WITH CANO3<AN' STR8CT8RA/ 3/ANS. CANO3< *RA3HICS 3ER OWNER.4. CONCRETE IS/AN'S W E;3OS8RE WITH F8E/ 'IS3ENSERS.'IS3ENSER 3ER OWNER.A. 3 [ 0%. 3 [ 0. 3 HT. 'IA. CONCRETE FI//E' 3I3E %O//AR' 3ER 'ETAI/ S3.. 8N'ER*RO8N' F8E/ STORA*E TAN.S 3ER OWNER. 3ROVI'E 3I3IN*AN' VENTIN* 3ER OWNER S S3ECIFICATIONS.. E;TERNA/ TRASH ENC/OS8RE TO 0ATCH %8I/'IN*. SEEARCHITECT8RA/ 'ETAI/S.. .WI. TRI3 TRA'E0AR. SI*N VERIF< /OCATION WITH SI*N 3ER0IT 9. FREE AIR CO03RESSOR. 3ROVI'E SI*NA*E 3ER OWNER.0. SITE AREA /I*HT WITH CONCRETE %ASE 3ER 'ETAI/ S3. 3VC IRRI*ATION S/EEVE 8N'ER 3AVE0ENT. VERIF< W IRRI*ATION 3/ANFOR E;ACT SI=E AN' /OCATION %EFORE INSTA//ATION.. 4 'E3TH CONCRETE WA/. 3ER 'ETAI/ 3S33. HC 3VC %O//AR' S/EEVE 3ER OWNER. VAN ACCESS SI*NA*E AT 4HT. STA// 3AR.IN* AT 0 HT.4. O8T'OOR 0ERCHAN'ISIN* AREA.4 HT. 'IA. CONCRETE FI//E' 3I3E %O//AR' 3ER 'ETAI/ S3.. 3ICNIC TA%/E 3ER OWNER. 3ROVI'E HC. ACCESS TA%/E S3ACE.3ROVI'E TRASH CONTAINER 3ER OWNER.. E;TERIOR 'E/IVER< TOTE STORA*E WITH SCREEN WA//. E/ECTRICA/ TRANSFOR0ER9. E/ECTRICA/ 'ISCONNECT30. *REASE INTERCE3TOR3. T8RN /ANE3. CONCRETE C8R% IS/AN'33. VAC880 3ER 0AN8FACT8RE S S3ECIFICATIONS. SEE 'ETAI/ S3.34. CAR WASH .E< 3A' CONTRO//ER. 3ROVI'E TRASH CONTAINER3. CONCRETE 3A' WITH SNOW 0E/T 3ER 0ECHANICA/ 3/ANS3. A33ROACH 3ER 'ETAI/ 0S33. STOR0 O8TFA// WITH RI3 RA3 SEE 'ETAI/ S33.ROA' RECONSTR8CTION SEE SHEETS 3 339. 0O8NTA%/E '4 C8R% SEE 'ETAI/ S340. RE-ECT *8TTER TI3 *8TTER AWA< FRO0 FACE OF C8R% FOR SHEETF/OW4. 3AINT TA3ERIN* E'*E FOR HI*H VISI%I/IT<3/OTTIN* NOTE 3/ANS 3/OTTE' TO [SHEET SI=E ARE SCA/E0NORTH300=0 SCA/E = 30 30 SFT%'[SFT%'[SFT%'[SFT%'SFT%''RAWN %<SCA/E3RO-. NO.FAX (608) 781-8960PH. (608) 781-8988LACROSSE, WI 54602-21071626 OAK STREETP.O. BOX 2107KWIK TRIP, Inc.'ATESHEET'ESCRI3TION'ATENO.3 1 3 1 F e r n b r o o k L a n e N o r t h , S T E 260P l y m o u t h M i n n e s o t a 5 5 4 4 77 6 3 . 3 8 3. 8 4 0 0f a x 7 6 3 . 3 8 3 . 8 4 4 0SITE PLANNING LANDSCAPE ARCHITECTUREINC.INTERNA/ REVIEWA3RSLJQHG'DWH ;;;;;;;RREHUW -. 0XHOOHURHJ. NR. 930I KHUHE\ FHUWLI\ WKDW WKLV SODQ VSHFLILFDWLRQ RUUHSRUW ZDV SUHSDUHG E\ PH RU XQGHU P\ GLUHFWVXSHUYLVLRQ DQG WKDW I DP D GXO\ OLFHQVHG/DQGVFDSH AUFKLWHFW XQGHU WKH ODZV RI WKHSWDWH RI 0LQQHVRWD.*RA3HIC04CONVENIENCE STORE 1266 LINO LAKES, MINNESOTA -- INSITES 009 30 -.V.S8%0ITTA/0A<0ROW WA<SITE SHIFT0A<0CIT< CO00ENTS-8N 9 9334 T<34 T<30 T<30 T<34T<3A4T<3A T<3 T<34SEASONA/T<34SEASONA/T<33034344330ON80ENT3</ON3999334T<34T<33399999999333399444999000000000000000 --NOTE: CONTRACTOR TO OBTAIN RIGHT-OF-WAY EXCAVATION PERMIT PRIOR TO BEGINNING \ i SITE WORK. y Ii -CONSTRUCTION NOTE: \ CONSTRUCTION FENCING TO BE INSTALLED AROUND ENTIRE CONSTRUCTION SITE. COORDINATE WITH OWNER FOR FENCING AND GATE LOCATIONS AND APPROPRIATE SIGNAGE INSTALLATION. REFER TO OTHER PROJECT PLANS AND INFORMATION RELATED TO THIS PROJECT PRIOR TO �1\ �` _ — \ \ BEGINNING ANY GRADING WORK. _ J �� ` \ \ P . H NO 23 - - PLAN PREPARED FROM ALTA/ACSM LAND TITLE SURVEY BY: \ / / �� d \SON LINE OF \\ EG RUD SONS LAND SURVEYING I� Ln o \ �� / � H O CENTER G77G LAKE DR # 110 o 1 �4d �,-s� - — � �V LINO LAKES, MN 55014 o Eo ♦ % ! \ 1 OT — �� N %/ J z I 69 end „oT ------- U G5 I -3G I -8200 a fu \ G 0 Q - RIM g90'79 ��•''- CONTRACTOR SHALL LOCATE ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY r� Q) � Q Q - OPDi INNJ 0o M �' OWNER OF ANY CONFLICTS. a� 1 - oM 10�`i _i \ \ 1-0%z��vo� rn °� -CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED ELEVATIONS PRIOR TO START OF \ o L: �' \ �' n z CONSTRUCTION. VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING P op z \ 3 \ `�� /� w o ? > LL PLAN, PARTICULARLY WITH WALK AND/ OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ` \ i z = U ALONG STREETS, PROPERTY LINES AND DRIVEWAY ENTRANCES. RESTORE ALL EXISTING a a /`\ \ - - a �• �.•�• PAVEMENTS THAT REMAIN TO THEIR ORIGINAL, IF NOT BETTER CONDITION. NOTIFY OWNER OF U ANY CONFLICTS. `� \ \ / O _ $ - •• x » - AREAS NOT PAVED AND TO BE LANDSCAPED SHALL RECEIVE MINIMUM OF 4" DEPTH COMPACTED TOPSOIL. _ -896 \ N II - _ m � - CONTRACTOR SHALL COORDINATE GRADING AND INSTALLATION OF DRIVES IN R.O.W. WITH APPROPRIATE GOVERNMENT AGENCIES. OBTAIN APPROPRIATE PERMITS FOR GRADING AND - N DRAINAGE IN ALL R.O.W. Al � � - REFER TO OWNERS SPECIFICATIONS FOR CURB, APPROACH, BITUMINOUS, AND CONCRETE p P�O�y _ \�\9 �N \ \ iL PROFILES, AS WELL AS ADDITIONAL SITE STANDARDS RELATED TO THIS PROJECT. 'O O FINISHED FLOOR ELEVATIONS � PROPOSED CONVENIENCE STORE ° O O O I FINISHED ELEVATION = 904.0 FEET V / \ -CL- 4k6sz \ ° w Ll I = � � -1 � � PROPOSED CAR WASH z _ \ p�\ Q o� z z FINISHED ELEVATION 903.33 FEET \ \ > Z W W �❑= O / - \ o \ \ \ \� II Q BENCHMARK m SEE SURVEY FOR BENCHMARK INFORMATION \ cQ 10 w W W z - NOTE GRADING CONTRACTOR: U-Di / • �\ ;® g \ \ \ ANY PROPERTY IRONS THAT ARE DISTURBED IN THE GRADING PROCESS SHALL BE RESET BY A LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. U0 Z \ \ i • m N w \ T o \z441 \ U m m _ LLI ILL Lo ILL z m o \ O r p(D - \�, ��• v v v ¢ - Q w Cz U ° �- z \ \ tK ro w \ �A O / ��� _ z �� z ? 1 ZCZ 0 N \ C) ' w0�m �� �O Q� - \ CZ 4l W • \ \ Y s \ O Q Q i y U N ¢ o �C N �', N m0 zw Zz / \Z(n------ z V \ z \ \- 4 > Ay`r6 4 ¢ IHII II Z w \ \° I 1 \ �ci'� � m a O Z 2 \ Q J lMN 68 .o W & UO Q U0 m �� Y �°' �� O Q� a o, — ZiLLJ a \ 2 w w > \ \ W - \ ZO +I ° a L \ I 1-4 o' tires \ �� - I I db�I I NOIlD�S � \ S�I)ffl ONIl JO A -LID IH1 d0 v ew \ v yv a X S1IWI� �-LV'dOdvdOD 0 \ \ �V — V A — AA NO �CIMOHS lr w ---------- z �I w r, T 1M 'AOJ AO INI-1 1SIM x X �� x `� x x \ X � � — — _ ,y v _ � � � � � y � - _ Vl[�la 's �\ /� x X A A - 1 - 1 / V I I ?- �_V --- A \ / I -� I� I �F �— 1 N 0b O� y y y /�/� �I I I � I I �I _ _ _ -� I \ I I y Og✓ _��\�� p 0 , \ M 0� 6 \ yQ- / V \ \ / I I -�, \ / I I /\ »�� I / i ( a4 MOIIOH auld `dT£Z :SS@JPPV Q o \ \ c^ r �� \ �� o � \ 1 /I �' \ \ I I'Dossy SJ@U O MOIIOH auld :J@UMp,L;L2s-\d�:,pO�' / / \ w 90T0 ZZ-ZZ-T£ 0£ N NId 03 e� �o \ ( O 0 I I \ \ \ \ o ea�A` I I I \ \ \ \ \\ -s '0 \ ( ( \ / / \ O i cp -10 / \ -- 1��\e� Gra o\\ w Z / v0 �'y oo rn NORTM U S \ \ \ c4 o o� �. c� \ \\ \ SCALE: I " = 40' \ O W \ -� vv \ J �n '\ `zs J % y o o / \ c �G �. \ I�, N c� O t9 w z \\\ \ V c� O s \ �p "o�G 'OO A \ \� 3 \\ \ \ 40 20 0 40 80 1 N \ \ �2 \ l� \ l�n��� �OZ! 6 \ 9 \ \ \ v �p \ dry V off• 0 20 \ 2� Ln Lna� moo, �� �'/ \ M� \� cn a M \ \ C-) CU - \ \ '� 6 \ \ \ �� \\ PLOTTING NOTE: PLANS PLOTTED TO I I x 17 M a� i v O OC !/ I \ A O O L N o� �� \� M U SHEET SIZE ARE/z SCALE- I -80 0 cP ° U, \ Z ❑ i�� \� \ w KIWIK I TRIP IrIWIK Sr*;? KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LACROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 = o °o o °❑ o 0 0 O ❑ Q o0 ❑ O v0 SITE PLANNING LANDSCAPE ARCHITECTURE_ 3 13 1 Fernbrook Lane North, STE 260 Plymouth Minnesota 55447 763.383.8400 fax 763.383.8440 I hereby certify that this plan, Specification, or report was prepared by me or under my direct 5uperV151on, and that I am a duly licensed Landscape Architect under the Iaw5 of the State of Minnesota Date XXXXXXX No. 1 930G 51cined o ert J. Mueller N w w O �� V� O U) Lu w Z V z Q Z Z J W a W Z w 0 W > Q Q Z O 0 z NO. DATE DESCRIPTION 22APR25 - 22MAY05 INTERNAL REVIEW SUBMITTAL 22MAY20 22JUN27 ROW WAY/SITE 51-IIPT CITY COMMENTS DRAWN BY SCALE GRAPHIC PROJ. NO. 22- 1 2GG DATE 04-25-22 SHEET S P2 GOPHER STATE ONE CALL d ° PRESSURE TAP CONNECT TO EX. d ' 16" WATERMAIN. FIELD VERIFY •�i� / WWW.GOPHERSTATEONECALL.ORG �1 Z SIZE, ELEV. AND LOCATION PRIOR ° \ (800) 252-1166 TOLL FREE OQ` ° ,�Dc TO START OF CONSTRUCTION. �9 �p (651) 454-0002 LOCAL;1113 0- 1.. 6 d�. 1�1 I < �► '�d� Ad V The subsurface utility information shown d d ° `� / QV d '' F\ / ° (� % ° \ on this plan is utility Quality Level D. d ° �`4 ° �- ° \ This quality level was determined d d ° according to the guidelines of Cl/ASCE I Sys ° 38-02, entitled "Standard Guideline for a P.� / P` 4 GATEVALVE GP5 0R /'� / \ ♦ ; ' �\ ° the Collection and Depiction of Existing _I O / \ . �� ° Subsurface UtilityData." 0 a /'\i \ P G \ s \ d - \�� 6 GATEVALVE �P F COORDINATE NEW UG ` d 4c-"� ° ° \\/� / GAS SERVICE WITH °dQ ° ° ° d'00S�ERQr / UTILITY COMPANY \ mow 4" C900 PVC WATER F`��` F`e EX. FIRE 5e��/ / :COORDINATE NEW UG \ \ lS\ 11 d \ \/ GPS HYDRANT ��i / Gy�� P`� TELEPHONE SERVICE `,\\ \\ \♦♦ 9s d 2� O C900 PVC WATER �R WITH UTILITY COMPANY \ ° ° FN0 F g�� d \ 2 ° d d ° \ /��' GAS SERVICE AND \ \\ `�' ° d �%--�f METER LOCATION '7 _ ?i XX ° d °° d �`� v ���� e"� '� °�� \ \ ♦` �` ° O 6" PVC SAN. S. ° a ° a_____ �� ���� INV. @ BLDG \ \\ \♦�\ d \ d ° - 896.00 TELEPHONE SERVICE \ d 0_t / d d \ GP5 45 LF 6 SCH 40 / AND METER LOCATION \ \�s��os �� d �7 \ PVC SAN. S. @ 2.1 % CAR WASH \,s f� ♦� FFE=903.33 ,��� d ° ° C) FIRE DEPARTMENT CONNECTION d /d d S FNg� F��\ / / / �`�o oLo 6" FIRE PROTECTION WATER \s\�9 d ° d R SERVICE AND METER LOCATION. \ \ 4" DOMESTIC WATER SERVICE R/ ti AND METER LOCATION. ° ° FN�� BPS �s`� 1 \ V A ♦\ �� ° = ELECTRIC SERVICE AND �� V A\ �, \ \ Oc ° m s METER LOCATION J \ \ \♦ ,� � m�� COOPd Y d ♦ ° ° ° COORDINATE NEW UG � � \ ELECTRIC SERVICE WITH J STORE \ \\ \♦ ° �lS\ KEYNOTE UTILITY COMPANY FFE 904.0 \ 1 6" PVC SAN. S. \ \ ♦. �F� ° \ ° \ 1O - / TRANSFORMER AND SAN. S. CLEANOUT' (AT BLDG SERVICE CROSSINGS) LOWER � \ \ � 2 d ,� / DISCONNECT PAD INV. = 895.05 J INV. ® BLDG \ \ \ �° WATERMAIN TO PROVIDE 18 MINIMUM / LOCATION = 896.00 \ \ ♦. ° , \ CLEARANCE BETWEEN SEWER AND WATER AT CROSSING. SEWER PIPE WITHIN 10 FEET OF THE /�F, \ \\ ♦♦ �� m ����\ ° ° CROSSING MUST BE CONSTRUCTED OF MATERIALS < / F / � PPROVED FOR USE WITHIN A BUILDING IN 16 IF 6 PVC .� �. N \ / � 0 �^ o., SAN. S. © 12.1 % • °���w'0%I � � ACCORDANCE WITH MN RULES 4714. WATER / 0 D ,o N \ <6 A SERVICE SHALL NOT CONTAIN ANY JOINTS OR / 47 LF 6" SCH 40 d \ \ \ CONNECTIONS WITHIN 10 FEET OF CROSSING. PVC SAN. S. ® 2.1 % \ \ ° ° TEST ALL PORTIONS OF THE STORM SEWER / \ s� `-9� <^\ \\ ♦♦ N� ° ° dd d �d ^ SYSTEM WITHIN 10 FEET OF THE CROSSING IN d \ ACCORDANCE WITH MN RULES 4714.1109. GREASE TRAP. REFER kP 0 \ D TO PLUMBING PLANS. SAN. S. CLEANOUT / / / ° \ ° d I N O \ \ - AT UTILITY CROSSINGS NOT BLDG SERVICES • X INV. = 892.36 / \' \ ` d °d \ ( ( )) _A\ P I I �? \ LOWER WATERMAIN TO PROVIDE 18 MINIMUM + Vv m A SAN. S. MH �s �/ " \ \ \ ° ���� ^ _ CLEARANCE BETWEEN SEWER AND WATER AT IcP< > \Q c 5� �- � \ CROSSING. WATER SERVICE SHALL NOT CONTAIN -o = ,P /�� 0 0� d r A� TOP 903.60 cP / O \ 6 ANY JOINTS OR CONNECTIONS WITHIN 10 FEET tiG� p� INV. = 894.06<.nLn < /� ° d ° d d z OF CROSSING. TEST ALL PORTIONS OF THE (9 I / < C G lop X �� J o; 0 Off,/ _ ° z \ 3 STORM SEWER SYSTEM WITHIN 10 FEET OF THE G co CO CROSSING IN ACCORDANCE WITH MN RULES I ' / G�CO � i9 4714.1 109. /J �J \ < o �3/ `� G 3 d-co A i / I ��.REMA <00 ® �m W NOTE: IF A SEWER LINE IS CONNECTED TO A MH MORE O NEENAH FOUNDRY Co. R-1642 CASTING \ / THAN 24" ABOVE THE INVERT OF THE OUTGOING LINE, THEN WITH SELF-SEALING, SOLID, TYPE B LID, J @ ��/ ® LrA O �� j7 A THE CONNECTION SHALL BE BY MEANS OF AN OUTSIDE DROP. OR APPROVED EQUAL. COVER SHALL BEAR >>, \ S. z► - THE "SANITARY SEWER" LABEL. q 11 '� SAN. CLEANOUT ® • d ° d PROVIDE 1/2" GASKET MATERIAL o3 INV. = 890.66 ° d ° UNDER CASTING. USE "EZ-STICK" BY PRESS SEAL OR APPROVED EQUAL. INSTALL FLEXIBLE WATERTIGHT J �j �• J \ �� ° ° d FRAME/CHIMNEY SEAL IN ORDER TO SEAL FROM THE CAST IRON FRAME DOWN TO THE <,n J . ° d 1 ° o MORTARLESS/WATERTIGHT HDPE CONE. USE INTERNAL/EXTERNAL ADAPTER �jplj I J 1 d MANHOLE ADJUSTING RINGS. USE J 6�; � - d d LADTECH® OR APPROVED EQUAL. SEAL MANUFACTURED BY ADAPTOR, INC. OR , MINIMUM 2"/MAXIMUM 8" OF APPROVED EQUAL. R :892.28 d ° ° ADJUSTMENT SHAPE CHANNELS TO HAVE C) I •dINT A ° d ^d \ SMOOTH, ROUND INVERTS. J l� JJ �� ° __ d APPLY AN APPROVED RUBBER �� ° o BUTYL SEALANT BETWEEN EACH 27 RING AND MH STRUCTURE. kP 1 1 m d d _ PROVIDE "O"-RING RUBBER o I _J '\ •� A d d d d JJ GASKETS PER ASTM C-443 ,III ON MH ALL JOINTS. INSTALL „ „ \ • v c9 2 EZ-STIK PREMIUM BUTYLX �`" \ 99LF 6 PVC SAN. S. ® 2.1 % 99LF 6 PVC SAN. S. @ 2.1 % d °� o SEALEANT BETWEEN ALL MH 12" WIDE \ -� ii ii ii ii �� �� >>, ii d • O d d ° I JOINTS, AS WELL AS A POLYPROPYLENE 1 • v d MACWRAP EXTERNAL MASTIC ENCASED STEPS. 15" MIN. d SEALS ON THE EXTERIOR OF ON DOWNSTREAM RADIUS � • d ALL MH JOINTS. SIDE. _ - wa • d� ^ n I SAN. S. CLEANOUT S ° B B \' INV. = 886.88 ° PROVIDE WATERTIGHT PIPE CONNECTIONS. FLEXIBLE - 1 SEALS/GASKETS SHALL MEET 48„ _ SAN. S. CLEANOUT B SAN. S. MH � �°^ ° d ASTM C-293 & C-443 AND O REMAIN ° U d ALLOW 10-DEGREES OF I INV. = 888.96 ° I DEFLECTION IN ANY TOP = 893.95 • r a DIRECTION. STEPS 16" O.C. 5>> A m o ALIGNED VERTICALLY USE ONLY PRECAST / INV. = 884.80 ° SECTIONS. No REINFORCED PRECAST PRECAST/REINFORCED BRICK OR BLOCK. _----_ L " ,1 d ^ NORTH / ° I SCALE: " = 30' CONCRETE BASE. MINIMUM ECCENTRIC CONE AND Q PLAN / 62LF 6 PVC SAN. SLAB THICKNESS - 6" RISER SECTIONS AS Q S. ® 2.1 % /1 Q d 30 15 0 30 GO REQUIRED BY ASTM > FOR 14' DEPTH. C 478 INCREASE THICKNESS 1" FOR EVERY 4' OF DEPTH FOR CONNECTION TO EXISTING STRUCTURES, CORE -DRILL SAN. S. CLEANOUT MAX / GREATER THAN 14'. L INV. = 883.50 1 d � PLOTTING NOTE: PLANS PLOTTED TO I I x 17 20" TO OPENING AND PROVIDE FLEXIBLE SPRINGLINE WATERTIGHT CONNECTOR. ° �� • ° �� ° d SHEET SIZE AREY2 SCALE- I "=GO' FLOW SLOPE BENCHES ; FS LF 6" PVC SAN. 1 �1� ° SLOPE i r ® 2.1 % 1 ° CORE -DRILL CONNECT TO EX. / i • -- • ° ° _ ° � d d � d � C SAN. S. , MH � ° 873 SAN. S. MH AT INV. ELEV.8f 6" THICK SAND OR BASE AND ° • F FOUNDATION MATERIAL - - - - - - - - - - - - - - - MONOLITHIC d , / / d n rn °d� A OR = IELD VERIFY SIZE, WALLS ARETOP = 891.8b Q TJ ° ELEV TION, AND LOCATION PRIOR 64" MINIMUM ° INV. = 882.2Q d TO START OF CONSTRUCTION. UNDISTURBED solL OR BENCH-1/2 DIA. of PIPE 1 1� • � ,-+ � COMPACTED SUBGRADE SECTION AA FORM v SECTION B B GROUT To 62LF 6" PVC Go pOdA rn d ° RESTORE PUBLIC RIGHT OF WAY, SLOPE To 1 SAN. S. ® 13.5% REPLACE CURB AND GUTTER, AND LIFTING HOLES WHICH PENETRATE CENTER a 0 REPLACE PAVEMENT TO EXISTING THROUGH SECTION WALLS ARE STANDARD SANITARY SEWER M H TROUGH. EXISTING TREES TO REMAIN v /'1 ° NOT PERMITTED. • �o � l � SECTION AND GRADE WITHIN ONE , 1 1 � ° n l _ 4� d WEEK OF REMOVAL.LP III I IKIWIK I TRIP KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LACROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 a SONDE ENGINEERING, PLLC. 10830 NESBITT AVENUE SOUTH BLOOMINGTON, MINNESOTA 55437 (952) 881-3344 TELEPHONE (952)881-1913 FAX v .sundecivilmm 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 DER T E LAWS OF THE STATE OF M N SO Brian H. Mul dsto k DATE:06/27/22 RE3. 23468 N TOM LU W 0 Cn 0�/� U) Z W W z Q V z J Z a W >. Z cli w L Q J Z J ~ O z NO. DATE DESCRIPTION 25APR22 - 05MAY22 INTERNAL REVIEW 5UBMITTAL 20MAY22 ROW / 51TE 5HIFT 27JUN22 CITY COMMENTS DRAWN BY SCALE GRAPHIC PROJ. NO, 22- 1 2GG DATE 04-25-22 SHEET S P4.0 o� Zvi �G�O .77 \ 77 77 0 DO NOT CUT MAIN LEADER, REMOVE DEAD AND BROKEN BRANCHES, MAINTAIN NATURAL TREE FORM. DO NOT CUT MAIN LEADER REMOVE DEAD AND BROKEN BRANCHES STAKING * GUYING AS NEEDED TREE WRAP - FALL PLANTING ONLY S SET CROWN OF ROOT BALL e� I" ABOVE EXISTING GRADE 4" DEPTH MULCH (NO MULCH AGAINST TRUNK) M5f 191V uu—loin - PII, AND WIRE BASKET- �IIV �W -IIVI li�'lll _ 'I_ I COMPACT ii UNDER ROOT 13ALL COMPACTED 5U5GPADff Ll STORE r \ EXISTING TREES TO REMAIN i riia` :'�iwww�,�,•� � Y��ii����-r.� SEED REF AI R AS NEEDED W w SEED W W w W r W r SEED REPAI R AS NEEDED Know what's below. Cal before you dig. PLANT MATERIAL HEIGHT' X QUANTITY SIZE ROOT COMMON NAME WIDTH' TYPE BOTANICAL NAME OVERSTORY TREES RED OAK RO 9 2.5" CAL. BBB GO' x 50' Quercus rubra WHITE OAK WO 8 2.5" CAL B*B 50' x 50' Quercus alba NM 4 2.5" CAL. BCB NORTHWOOD MAPLE 50' x 35' Acer rubrum 'Northwood' QUAKING ASPEN QA G 10HT BBB 50' x 25' PcpulU5 tremUloldes UNDER5TOKY TREES BLUE BEECH 0 BB 2 2" CAL. B*B 30' x 30' Carpinus caroliniana SHRUBS AM 23 #3 CONT p°t AUTUMN MAGIC CHOKEBERKY 4 x 3 Aronia melanocarpa 'Autumn Magic' BJ 49 #3 CONT pot BROADMOOR JUNIPER 2 x 8 Juniperus Sabina 'Broacimoor' GRO-LOW FRAGRANT SUMAC GL G #3 CONT p°t 2 x 7' Rhus aromatica 'Gro-Low' PERENNIALS SO 43 # I CONT pot STELLA DE ORO DAYLILY 2' x 3' Hemerocallis 'Stella de Oro' AUTUMN JOY SEDUM AS 38 # I CONT pot 18" x 18" Sedum x 'Autumn Joy' O RA G8 # I CONT pot FANAL RED ASTILBE 18" x 18" 'Fanal' Astilbe x arendsll BLUE ASTER OWOODS WB 32 # I CONT pot 12" x 12" Aster dumosus 'Woods Blue' WOOD PURPLE ASTER O WP 22 # I CONT pot 12" x 12" Aster dumosus 'Woods Purple' GRASSES BF 28 # I CONT pot FESTUCA ELIJAH BLUE 8" x 8" Festuca cJlauca 'EIIJah Blue' LB 14 # I CONT pot LITTLE BLUE STEM 4' x 3' Schizachyrium scoparium I O' AQUATIC EMERGENT BENCH NOTES NATIVE PLANTS, PLANTING AND TRANSPLANTING A. Native planting shall not commence until planting areas have been properly amended and prepared. B. The site shall be free from all weeds and invasive plant species. C. Install plugs in the 10' acluatic bench @ 4' O.C. D. Over seed pond slopes and bench immediately after pond grades are established and plugs are installed. Use a wetland seed mix for the bench and a restoration seed mix for the pond slopes. Maintain planted areas until they are established. E. All emergent plants shall be saturated with water. Installation shall be at or below the water line a maximum 12" depth. I O' AQUATIC EMERGENT BENCH. USE AN EQUAL DISTRIBUTION OF EACH SPECIES. G02 SY OVER SEED WITH MN STATE SEED MIX 34-2G2 WET PRAIRIE (OR APPROVED EQUAL). PROVIDE EROSION CONTROL BLANKET ON SIDE SLOPES. QUANTITY EMERGENT PLANT SPECIES HEIGHT HARDSTEM BULRUSH 1 1 3 4" POT PLUG 4' - 9' n ctu Schoeoples acutus SOFT STEM BULRUSH I 1 3 4" POT PLUG 3' - 5' ctu Schoeoples tabernaemontani n SPIKE RUSH 3 4" POT PLUG 1'- 3' Eleocharis palu5trI5 SEED SPEC: FALL SEEDING IS PREFERABLE (AUG. 20 TO OCT. 20). SPRING SEEDING SHOULD BE BETWEEN MARCH 1 5- MAY 15. NO SUMMER SEEDING. MN STATE SEED MIX 35-22 1 - DRY PRAIRIE GENERAL (OR APPROVED EQUAL). 41 10 SY PROVIDE EROSION CONTROL BLANKET ON SIDE SLOPES. EDGING - 54G LF MULCH - 2G CY SOD - 3450 SY � o NOTES: - CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL R.O.W. a� - LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILITIES WHICH MAY EFFECT HIS WORK. o - LANDSCAPE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS AT SITE AND COMPLETE HIS WORK PER OWNERS aim CONSTRUCTION SCHEDULE. - ALL PLANT MATERIALS SHALL BE GUARANTEED ONE (1) FULL YEAR UPON TOTAL COMPLETION AND ACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT AT APPROPRIATE TIME OR UPON REQUEST OF OWNER. - REPLACEMENT TOPSOIL SHALL BE CLEAN, FREE OF STONES, WEEDS, AND OTHER UNDESIRABLE DEBRIS. N� I o - PLANTING SOIL MIX (INCIDENTAL COST ITEM) 893 ` 1. MIX I LB. 5-20-20 COMMERCIAL FERTILIZER PER CU. YD. TOPSOIL 1/ 2. THOROUGHLY MIX I -PART SAND AND I -PART PEAT MOSS WITH 5-PART5 FERTILIZER AND TOP SOIL. T 9z.5 - USE PLANTING SOIL AT ALL LOCATIONS PER DETAILS THIS SHEET. 4i SOD LANDSCAPE CONTRACTOR SHALL VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY. E STRIP SOD SHALL BE CULTURED WITH PREDOMINATELY KENTUCKY BLUEGRASS SEED OF RECENT DISEASE RESISTANT INTRODUCTIONS. / NO GUARANTEE ON SOD EXCEPT ANY SOD NOT SATISFACTORY AT TIME OF COMPLETION INSPECTION SHALL BE PROMPTLY I REPLACED PRIOR TO COMPLETION OF JOB. STAKE SOD ON SLOPES 3: I AND GREATER. j - WHERE EXISTING CONCRETE/ ASPHALT AREAS ARE TO BE REPLACED WITH LANDSCAPING, PROVISIONS SHOULD BE TAKEN TO COORDINATE EXCAVATION OF SUBSOIL TO A DEPTH OF 2' WITH GRADING CONTRACTOR. REPLACE WITH COMPACTED TOPSOIL. ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN. m o - LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR SODDING ALL AREAS WHICH ARE DISTURBED BY CONSTRUCTION INCLUDING LL -BALL R.O.W. AND ADJACENT PROPERTIES. T - LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH I ^ APPLICATION FOR ALL OTHER SEEDED AREAS SHALL BE EITHER HYDROMULCH OR DISKED STRAW DEPENDING ON SEED TYPE, APPLICATION, AND OWNER REQUEST. LANDSCAPE CONTRACTOR TO INSTALL 'VALLEY VIEW, 'BLACK DIAMOND" EDGING AROUND ALL PLANTING BEDS AS SHOWN ON THIS PLAN. v i - ALL MULCH TO BE FINELY SHREDDED HARDWOOD ORGANIC BARK MULCH. NO DYED MULCHES. INSTALL 4" DEPTH. NO FILTER FABRIC BENEATH ORGANIC MULCHES. NO EDGING AROUND ALL TREES OUTSIDE SHRUB BEDS. In 1 - IF SPECIFIED; ALL GRAVEL MULCH SHALL BE I "+ DIA. WASHED "RIVER ROCK". INSTALL 4" DEPTH WITH APPROVED WEED FABRIC NO TH I BARRIER IF INDICATED PLAN. -0 CALE:��TJi O I - LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR IRRIGATION SYSTEM INSTALLATION PER IRRIGATION PLAN. DESIGN SHALL BE 15 0 30 Eo APPROVED BY OWNER PRIOR TO INSTALLATION. IRRIGATION DESIGN SHOULD ENCOMPASS ALL LANDSCAPE AREAS WITH SOD AND/ OR PLANTINGS, FROM CURB TO CURB. R.O.W. SHOULD BE IRRIGATED FROM SPRINKLER HEADS LOCATED WITHIN PROPERTY BOUNDARY. CARE SHOULD BE TAKEN IN VICINITY OF ALL WALKS AND DRIVES TO MINIMIZE OVER SPRAY. COORDINATE INSTALLATION OF ALL PVC SLEEVE UNDER DRIVE AREAS WITH GENERAL CONTRACTOR. 'LOTTING NOTE: PLANS PLOTTED TO I I x 17 - LANDSCAPE CONTRACTOR SHALL CLEAN ALL PAVEMENT AREAS AFTER ALL LANDSCAPE INSTALLATION IS COMPLETE AND SHEET SIZE AREY2 SCALE- I "=GO' ACCEPTED BY OWNER AND DAILY AS DEEMED NECESSARY BY THE CITY. - GENERAL CONTRACTOR TO SWEEP PAVEMENT AREAS PRIOR TO TURN OVER TO OWNER. IfIWIK TIPIP IfIWIK T 0-� KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LACROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 0 o a o0 0 0 o0 SITE PLANNING LANDSCAPE ARCHITLCTU RE-' 31 31 Fernbrook Lane North, STE 260 Plymouth Minnesota 55447 763.383.8400 fax 763. 383.8440 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 Landscape Architect under the laws of the State of Minnesota Date XXXXXXX No. 1 e30G 516jned IF77075ert J. Mueller to N r LU W Z 0 Q ~ O ..J to a W LU W V z_ am z C a W V Z L LI W J Z Z a 0 O z NO. DATE DESCRIPTION 22APR25 - 22MAY05 INTERNAL REVIEW SUBMITTAL 22MAY20 22JUN27 ROW WAY/SITE SHIFT CITY COMMENTS DRAWN BY SCALE GRAPHIC PROJ. NO. 22- 1 2GG DATE 04-25-22 SHEET L 1 .. .. .. .. .. .. .. j. .. .. �j JJ 1J J Ppl 3 c 0 0 `G DF� i i ♦X .L/ REMA EXISTING TREES TO REMAIN TREE PRESERVATION: » » » » » �» » For areas that are not environmentally 5en5itive (Non -ESA) TREE PRESERVATION FOR BA51C USE AREA: Trees removed within 1201510 use area that are G" dbh and over do not have to be replaced Number of trees removed In 120151c use area: 240 Note: Ex15t1ncg trees to remain are drawn to scale and are 1n green TREE PRESERVATION OUT5IDE OF BASIC USE AREA Tree location not within ba51C use area: I tree to be replaced per I tree removed, If the tree 15 G- 1 2" dbh. 2 trees to be replaced per I tree removed, If the tree 15 over 1 2" dbh No trees were removed outside of the basic use area, thus no trees well be replaced for this area. For areas that are a Natural Resource Corridor Enhancement Area / Natural Resource Protected Area: TREE PRESERVATION OUT5IDE OF BASIC USE AREA If a tree 15 removed 01-t51de of the ba51C use area, for every I tree G- 1 2" dbh removed, replace with 2 trees and for every I tree over 1 2" dbh removed, replace with 3 trees. CALCULATIONS \ Trees removed: G- 1 2" dbh: TBD - waiting for an additional survey over 1 2" dbh: TBD - waiting for an additional survey Trees to be replaced: TBD dim �6� INS W. NCE •' tom, ;. �I 4.0 / ..v /MW � All �.�i �I A, v '- Fes'' �♦ r �` 1�{ r �\��_' , , Ili=, // 1\- � �I .\ �� *► � t 4 � 4~ -v 0 ;1 m � C �_ ` ' (- J 1 m O0 1 »� _ i NORTH SCALE: 1 " = 30' 0 30 15 0 30 GO Know what's below. PLOTTING NOTE: PLANS PLOTTED TO I Ix17 Call before you dig. SHEET 51ZE ARE%2 SCALE- I "=GO' KIWIK TRIP KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LACROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 'ffXTC!VrV%.=.: v 0 o a o0o a moo SITE PLANNING LANDSCAPE ARCHITECTURE= 31 31 Fernbrook Lane North, STE 260 Plymouth Minnesota 55447 763.383.8400 fax 763.383.8440 I hereby certify that this plan, Specification, or report was prepared by me or under my direct 5upervi5lon, and that I am a duly 11cen5ed Landscape Architect under the laws of the State of Minnesota Date XXXXXXX No. 1 e30G Si ned o ert J. Mueller Z a to J 0 N Z W O W F- O a ~ o Cn W W W V Z Z U) Z W W ., WC - Z w a W w > a W Z J W O 0 � C� J NO. DATE DESCRIPTION 22APR25 - 22MAY05 INTERNAL REVIEW SUBMITTAL 22MAY20 22JUN27 ROW WAY/SITE 5HIPT CITY COMMENTS DRAWN DY SCALE GRAPHIC PROJ. NO. 22- 1 2GG DATE 04-25-22 SHEET L2.Z \ d d ° p 'oo '0.0 'oo 'Go 'o.o�se" d d ° »�» » CALCULATION STATISTICS ' Q d d \ *Do +0.0 '0.0 *Do +0.0 \.0 *Do +�O '0.0 *Do +O.O '0.0 \ ° FIXTURE TYPES: �,e c,GATAC,� 'BASII`cbS� N* � , OVERALL SITE: 0 '0.0 •0.0 •0. 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QeQ ii IQ �� i SITE PLANNING LANDSCAPE 9 3 1 3 1 F e ARGI-bTHCIRigEk L a n e N orth, STE 260 P l y m o u t h M In n e s o to 5 5 4 4 7 7 6 3. 3 8 3. 8 4 0 0 f n v 7 A A- A A A A A A n I hereby certify that this plan, specification, or report was prepared by me or under Try direct supervision, and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. Date >000000C Reg. No. 19306 Signed Robert J. Mueller - IN Z J L_LJ 0- Q::� W O Q U) V / V / U W z U z W W z IC LLI O W 1 Q > J 0 z O = O Iz 0- U NO. DATE DESCRIPTION - 2 2 APR2 5 INTERNAL REVIEW - 22MAY05 SUBMITTAL DRAWN BY DLC SCALE GRAPHIC PROJ. NO. 22-1266 DATE 04-25-22 SHEET E 1 a_ 0 0 0 c\I - z 7 1k - ti 7F ' I!— T T T / 1 � •� o U +, 1 1 1 WETLAND A. /, kkI EMS f9 • ��- 'a-°'e'IEEi!'19!l1:1!!l:I:il�I:IDI' r n1 '� !1" w'�I!ll:l0'!111111111 "� a 2� ■ ■ 1111111;/■.+•I� 1111111u_-�• _ �., � � _ •• _ � � r� �. 4 r -- � v ',a: � 4 - i 6No ■ • -- - _ - �v Iii ... a =� L5"J'"J'"J'"J'_I_I �1 ■ I I I'_• '1 iiiiii■n SI \1■■I■I■I�■■ `I■ _.- _ t 1� 1 �J ■ f ` i 1 it _ T f } - 1• + 41F • r ' � I _ I :je • • 1 . 1 . e•. . + • !:' i�/�'�%r•11111111--- •i1:. � ��Ii��R=11I :, � Illllllllia I i�.Gii■1■ii:IdGii■1■iia■iGii■IG:G■1■iGil■IGiiaaiill., —Ilr I I ITS 11 —. — - -�In1 � I-1� E—E� �� r u. a � " � ` �A'"'z"'; �'�` s„ !• '%.. YAa ��. _ 'Sl .d�1P,i�yY ¢'; _ �f�����2`` �� � 4 �:{ •- ` . _ ' 3��F_� Ir -;x .. � F-�_���� I I I I I I i 1�"=T" 7I ■!■■�—i. �� �II��._:,�.. _� f1' .. 1=__. —� �>.■O■ _.__�:, � .:,._. .. .. _.._ ... _ _ - -'� �... • , .:. ...:. .. '�.'. r 5 3..�� ..... .; :,. s ... .. �.. §gip ,_ .:�;•,. n r �- $>... - �,. ,. ,�; i �� �o� ` - '- n11+:.�,■11� -- ,- -' w�S-S,,, _ •��... <tl F� S.. l I^ / •Si, l��ry ,�I�r!�� --E- c�'�c.�n .. - �E�---- fir^-` ii• i • • IfIWIK TI?IP KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LACROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 o °o o °❑ � o 0 0 O ❑ Q v0 � OD O ^ v0 SITE PLANNING LANDSCAPE ARCHITECTURE- 3 13 1 Fernbrook Lane North, STE 260 Plymouth Minnesota 55447 763.383.8400 fax 763.383.8440 I hereby certify that th15 plan, Specification, or report was prepared by me or under my direct 5upervl5lon, and that I am a duly llcen5ed Landscape Architect under the laws of the State of Mlnne50ta Date XXXXXXX No. 1930G SI ned o ert J. Mueller to CIO Z O O U) 0 U) W W LU z (n V Z Z Z W J Z w a w > a W Z0 J ~ O V z i J NO. DATE DESCRIPTION 22APR25 - 22MAY05 INTERNAL REVIEW SUBMITTAL - 22MAY20 - 22JUN27 ROW WAY/SITE SF11FT CITY COMMENTS DRAWN 13Y SCALE GRAPHIC PROJ. NO. 22— 1 2GG DATE 04-25-22 SHEET S PS s siwA v.m 5 CV 0V 1 FRONT ELEVATION 2 SIDE ELEVATION 8" HIGH RED CHANNEL STRIPE WITHOUT LEDS 120'-0" 4g1b9 0 KWIK TRIP IfWIK ST*R KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 10 MPD FULL HEIGHT BRICK A002 Canopy Elevation Typical Abbreviations List A/G AIR GONDITIONING GYP BD GYPSUM BOARD ACT ACOUSTICAL CEILING TILE Hai/ HEATING a VENTILATION AD AREA DRAIN HC HOLLOW GORE ADJ ADJUSTABLE HM HOLLOW METAL AFF ABOVE FINISHED FLOOR HO HOLD OPEN ARM ALT ALTERNATE HR HOURS ALUM ALUMINUM HYD HYDRANT AP AGCESS PANEL INSUL INSULATION APPROX APPROXIMATE INT INTERIOR @ AT JT JOINT BD BOARD JST JOIST BRG BEARING MBD MARKER BOARD BIT BITUMINOUS MAS MASONRY BLKGBLOGKING MO MASONRY OPENING _ BR BRICK MAX MAXIMUM BLDGBUILDING MEGH MECHANIGAL BM BEAM MTL METAL B.O. BOTTOM OF MIN MINIMUM BOTT. BOTTOM NIG NOT IN GONTRAGT BRG BEARING NTS NOT TO SCALE BTWN. BETWEEN OC ON GENTER GAB CABINET OD OUTSIDE DIAMETER GB CONCRETE BLOCK OH OVERHEAD GIP GAST-IN-PLAGE PNT PAINT CF GUBIG FEET PLAS PLASTER GPT CARPET PLAM PLASTIC, LAMINATE CLG CEILING PL PLATE CLG CAULK PLBG PLUMBING GLR CLEAR PLYWD PLYWOOD CT CERAMIG TILE PCT PORGELAIN CERAMIG TILE GTR GENTER P/C PRECAST GO GLEAN OUT P/C TERR PRECAST TERRAZZO GOL COLUMN PREFAB PREFABRICATED ` CONCCONCRETE PREFIN PREFINISHED GMU CONCRETE MASONRY UNIT PT PRESSURE TREATED GONT CONTINUOUS OT QUARRY TILE CONST CONSTRUGTION REINF REINFORGING OR GONTR GONTRAGTOR REINFORCEMENT CJ CONTROL JOINT REal) REQUIRED COORD GOORDINATE R RISERS <FD CRPT CARPET RD ROOF DRAIN CY GUBIG YARD RFC, ROOFING DBL DOUBLE RFS ROOM FINISH SGHEDULE DET DETAIL RM ROOM DIA DIAMETER SCHED SCHEDULE DIAL DIAGONAL 5 SEALED DIM DIMENSION SIM SIMILAR DIST DISTANCE SC SOLID GORE DN DOWN S.SURF SOLID SURFAGE DRS DOORS SPEC, SPEGIFIGATION DS DOWNSPOUT ST STAIN EWC ELEGTRIG WATER CHILLER 55 STAINLESS STEEL ELEGT ELECTRICAL STRUCT STRUCTURE OR STRUCTURA EL ELEVATION SW SITE WASTE - ELEV ELEVATOR TBD TACKBOARD EP EPDXY PAINT TEMP TEMPERED N EQUIP EQUIPMENT TERR T TERRAZZO TILE EXIST EXISTING T$6 TONGUE $ GROOVE EPS EXPANDED POLYSTYRENE T/ TOP OF EXP EXPOSED TP TOILET PARTITION EXT EXTERIOR TR TREADS EIFS EXTERIOR INSULATION TYP TYPICAL FINISH SYSTEM UNFIN UNFINISHED FV FIELD VERIFY VB VAPOR BARRIER FIN FINISH VERT VERTICALLY FE FIRE EXTINGUISHER VGT VINYL COMPOSITION TILE FL FLOOR VWC VINYL WALL GOVERIN6 FD FLOOR DRAIN VB VINYL BASE FTC, FOOTING WWF WELDED WIRE FABRIC, FDN FOUNDATION WDW WINDOW GEN GENERAL W/ WITH GC GENERAL CONTRACTOR WD WOOD GL GLASS OR GLAZING GFGMU GROUND FACE GMU SYMBOL LEGEND SEC, A MATCH LINE SE6 B GRID LINE - FAGE OF BRIGK F 1 VENEER $ FOUNDATION WALL CA GRID LINE -GENTER OF STEEL Graphic Symbols Room name 710-11 ROOM TANG 1 SECTION A101 CALLOUT A101 ELEVATION CALLOUT A101 DETAIL CALLOUT DOOR NUMBER Gw- CURTAIN WALL TYPE Al WALL TYPE VERTICAL WORKING POINT ELEVATION REVISION INDICATOR O GRID LINE - GENTER OF STEEL STUD Material Symbols EARTH CONCRETE CONCRETE MASONRY UNIT FA FACE BRICK SPRAY -FOAM INSULATION STRUCTURAL STEEL BATT INSULATION ROUGH LUMBER RIGID INSULATION GYPSUM BOARD PLYWOOD 0 A F1 G1 F2 G2 F3 C3 F4 Cq F5 II II I I 9T - 4" 29' - 4" 68' - O" 11 " 29' - 2" 34' - 6" 31' - 1 O" 11 V. Overall Plan 1/5" = 1'-0" 4'-0"4'-0"4'-0" 22' - 8" 4'-(Y"4'+D"4'-()" 10'-8" FG FE FC CA FE THERMAL ENVELOPE NOTES RETAIL STORE AREA SYSTEM COLD ATTIC 1. R-49 BLOWN FIBERGLASS WITH 4 MIL POLY VAPOR BARRIER CEILING: AT GYP. BD. SURFACES. PROVIDE DEPTH MARKERS ON TRUSSES KNEE WALL 1. R-27 SPRAY FOAM POLYURETHANE (4") APPLY INTUMESCENT AT CEILING: COATING @ ALL EXPOSED AREAS. EXTERIOR 1A.TYPICAL EXTERIOR WALLS: WALLS: 3" UNFACED POLYISOCYANU RATE INSUL. (R18.5) WITH VAPOR BARRIER COATING ON ALL INTERIOR GYP. BD. SURFACES 1 B.WALLS AT FREEZER AND COOLER: 3" UNFACED POLYISOCYANU RATE INSUL. (R18.5) WITH 5/8" DENS SHIELD, BEAD OF SEALANT AT ALL EDGES. NO ADDITIONAL FINISH OR VAPOR BARRIER. NO TAPE OR PAINT. 2. PACK ALL DOOR AND WINDOW VOIDS. 3. FOAM ALL PENETRATIONS. 4. SEAL ALL VAPOR BARRIER PENETRATIONS (OUTLETS, LIGHT FIXTURES, ETC.) 5. USE VAPOR BARRIER COATING ON ALL INTERIOR DENS SHIELD SURFACES. INTERIOR 1. NO SOUND INSULATION WALLS: ROOF: 1. R-35 TAPPERED POLYISOCYANU RATE (6" MIN) 2 LAYERS W/ STAGGERED JOINTS. FOUNDATION 1. R-10 EXTRUDED RIGID INSULATION (2"THICK). SEE SPEC. PERIMETER: CONTINUOUS FROM TOP OF FOOTING TO TOP OF FOUNDATION WALL. HEATED 1 R-20 EXTRUDED RIGID INSULATION (4"THICK) SEE SLAB: SPEC. UNDERSLAB RADIANT FLOOR. AIR BARRIER 1. AIR & VAPOR BARRIER SPRAY @ ALL EXTERIOR WALLS. SEE SPEC & DETAIL 2. AIR BARRIER AT KNEE WALL WITHIN TRUSS SPACE, BETWEEN STORE AND ATTIC IS 4" CLOSED CELL SPRAY FOAM OVER GYPSUM BOARD THERMAL BARRIER. 3. SEAL ALL UTILITY PENETRATIONS TO AIR BARRIER. 4. SEAL ALL WINDOW AND DOOR FRAMES. 5. VAPOR BARRIER: A. GYP. BD. WALLS AND SPRAY FOAM KNEE WALL PAINTED: HALMAN LINSAY 530-1 FOR PERM RATING OF 0.30 B. 4 MIL POLY AT ATTIC CEILING. FENESTRATION ZONES 5&6 ALUMINUM WINDOWS: U = 0.36, SHGC: 0.40 ZONE 7 ALUMINUM WINDOWS: U = 0.29, SHGC: 0.45 ALUMINUM DOORS: U = 0.67, SHGC: 0.35 H.M. INSULATED DOORS: U = 0.44 ALUMINUM DOORS AND WINDOWS VALUES PER NFRC100 BY TUBELITE FOR T14000 WINDOWS AND NARROW STYLE DOORS. THERMAL ENVELOPE NOTES CAR WASH AREA SYSTEM COLD ATTIC 1. (R-36) BLOWN FIBERGLASS (14") PLUS 2" SPRAY FOAM CEILING: (R 13.0) EXTERIOR 1. TYPICAL EXTERIOR WALLS: WALLS: 3" POLYISOCYANU RATE INSULATION (R-18.5) AND EPDXY PAINT ON ALL INTERIOR SURFACES. 2. PACK ALL DOOR AND WINDOW VOIDS. 3. FOAM ALL PENETRATIONS. 4. SEAL ALL VAPOR BARRIER PENETRATIONS (OUTLETS, LIGHT FIXTURES, ETC.) INTERIOR 1. NO SOUND INSULATION WALLS: COMMON 1. (R-20) SPRAY FOAM POLYURETHANE (3"). APPLY WALLS: INTUMESCENT COATING @ ALL EXPOSED AREAS. ROOF: 1. AT CENTER FLAT ROOF: TPO MEMBRANE ROOFING SYSTEM FULLY ADHERED OVER A MIN. OF 6" TAPERED POLYISOSANUATE INSUL. (R-35) OVER VAPOR BARRIER OVER 8" CONC. PLANK 2. AT PERIMETER METAL ROOF: R-25 BLOWN IN INSULATION OVER 2" CLOSED -CELL SPRAY FOAM (R-13) 3. PRECAST DECK - CONCRETE SEALANT. FOUNDATION 1. R-10 EXTRUDED RIGID INSULATION (2"THICK). SEE PERIMETER: SPEC. CONTINUOUS FROM TOP OF FOOTING TO TOP OF FOUNDATION WALL. AIR BARRIER A. CARWASH AIR BARRIER IS EXTERIOR BRICK VENEER. FENESTRATION GLASS BLOCK WINDOWS: R-1.96, U = 0.51, SHGC: 0.35 FIBERGLASS REIN. PANEL U = 0.500 DOOR & FRAME: OVERHEAD POLYCARBONATE U = .260 (INCLUDES VINYL & AIR FILMS) DOORS: UQ0 T_ co z N 00 -> N 4 00 6"- (n 0 0 O C0 U X U M IL J U � N N 00 U 00 o CO ► Z Q O � KWIK Tarp Kewwr Sri KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LACROSSE, WI 54602-2107 PH. (608) 781-8988 FAX (608) 781-8960 O CL _--j O O L CIO CU V i U) U U i co 6i o C) U N ' ~ o .� w (3)_�e O w 0� 0- �O V J 0 d ,1 w ;a DATE: 06.21.2021 DRAWN BY: Author TYPE: Generic REVISIONS NO. DATE SHEET TITLE Overall Floor Plan & Thermal Envelope Insulation Values & Notes SHEET NO. AOOO Gen 3 - 1 Bav CW with Side vestibule & Rear Gable per 2D elevation 07.01.2021 Front elevation — 2428 overall SF Square Footage Percentage Glazing 312 12.9 Green Metal Roof 1,049 43.2 Metal Fascia (Red & Tan) 139 5.7 Stucco 87 3.6 Brick/Soldier Course 720 29.6 Door & Window Aluminum 121 5 Rear Elevation — 2428 overall SF Glazing 132 5.4 Green Metal Roof 1,055 43.5 Metal Fascia (Red & Tan) 128 5.3 Stucco 115 4.7 Brick/ Soldier Course 981 40.4 Door & Window Aluminum 17 .7 Vestibule Elevation — 3000 overall SF Glazing 140 4.7 Green Metal Roof 1,430 47.7 Metal Fascia (Red & Tan) 153 5.1 Stucco 106 IS Brick/ Soldier Course 915 30.5 Door & Window Aluminum 163 5.4 Carwash Door 93 3.1 Delivery Elevation — 3000 overall SF Glazing 23 .7 Green Metal Roof 1,547 51.6 Metal Fascia (Red & Tan) 152 5.1 Stucco 0 0 Brick/ Soldier Course 1,125 37.5 Door & Window Aluminum 60 2 Carwash Door 93 3.1 CITY OF LINO LAKES RESOLUTION NO.22-94 APPROVING KWIK TRIP CONDITIONAL USE PERMIT FOR MOTOR FUEL STATION WHEREAS, the City received a land use application for a conditional use permit for Kwik Trip motor fuel station and commercial car wash and hereafter referred to as "Development"; and WHEREAS, the property is zoned GB, General Business and allows for a motor fuel station with a conditional use permit; and WHEREAS, the legal description of the property is: That part of Government Lot 1, Section 30, Township 31 North, Range 22 West, Anoka County, Minnesota, described as follows: Lying southeasterly of the centerline of County State Aid Highway No. 23 and lying westerly of the centerline of County State Aid Highway No. 49 (a/k/a Hodgson Road) Abstract Property; and WHEREAS, City staff has completed a review of the land use application based on the following plans: • Applicant Narrative prepared by Kwik Trip dated July 8, 2022 • ALTA Survey prepared by EG Rud & Sons, Inc. dated July 5, 2022 • Site Improvement Plans including site plan, civil plan set, and landscape plans prepared by Insites Site Planning and Sunde Engineering dated June 27, 2022 • Architectural Plans prepared by Vantage Architects dated June 21, 2021 • Stormwater Management Plan prepared by Sunde Engineering, PLLC. dated May 17, 2022 • Traffic Impact Analysis prepared by SEH dated July 8, 2022 • Sound Control Plan prepared by Insites dated May 20, 2022; and WHEREAS, a public hearing was held before the Planning & Zoning Board on August 10, 2022 and the Board recommended approval of the conditional use permit with a 5-0 vote. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby makes the following findings: FINDINGS OF FACT 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed Kwik Trip motor fuel station with commercial car wash is consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including Land Use, Utility, Local Water Management, Capital Improvement, Policy and Natural Environmental Plans as detailed in this staff report. 2. The proposed development application is compatible with present and future land uses of the area. The proposed Kwik Trip motor fuel station with commercial car wash is compatible with present and future land uses. The subject site and adjacent parcels are guided and zoned for residential and commercial use. Adequate landscape screening and buffers have been provided on site. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. A Site & Building Plan Review has been completed and the proposed Kwik Trip motor fuel station with commercial car wash meets zoning performance standards with conditions listed in this staff report. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. 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. b. 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. c. 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. d. 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. e. 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. f. 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. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-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 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. h. The City does not relinquish any rights of local determination. The proposed Level of Service does not degrade by more than one (1) LOS; therefore, the traffic generated by the proposed motor fuel station with commercial car wash is within the capabilities of the City. CSAH 23 (Lake Drive) is an A -Minor Reliever road and CSAH 49 (Hodgson Road) is an A -Minor Expander road. These roads have structural capacity to handle the traffic volume of the motor fuel station with commercial car wash. The City does not relinquish any rights of local determination. 5. The proposed development shall be served with adequate and safe water supply. The proposed Kwik Trip motor fuel station with commercial car wash will connect to an adequate and safe municipal 16" water supply. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. The proposed Kwik Trip motor fuel station with commercial car wash will be served by an adequate and safe municipal 10" sanitary sewer system. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No City funds are being expended on this project. 8. The proposed development 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. Motor fuel stations and commercial car washes are an allowed use in the GB, General Business District with an approved conditional use permit. The project will not generate excessive traffic, noise, smoke, fumes, glare or odors. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no known natural, scenic or historic features on the existing site. BE IT FURTHER RESOLVED by The City Council of Lino Lakes in addition to the administrative requirements of a conditional use permit, the following specific performance standards of Section 1007.112 (8) must also be met: (g) Motor fuel stations provided that: 1. Motor Fuel Facilities. Motor fuel facilities shall be installed in accordance with State and City standards. Additionally, adequate space shall be provided to access fuel pumps and allow maneuverability around the pumps. Underground fuel storage tanks are to be positioned to allow adequate access by motor fuel transports and unloading operations which do not conflict with circulation, access and other activities on the site. Fuel pumps shall be installed on pump islands. 2. Architectural Standards a. As a part of the conditional use permit application, a color illustration of all building elevations shall be submitted. A color illustration of all building elevations has been submitted. b. The architectural appearance, scale, and functional plan of the building(s) and canopy shall be complementary and compatible with each other and the existing buildings in the neighborhood setting. The architectural appearance and scale of the proposed building and canopy are complementary and compatible with each other and the other existing buildings in the neighborhood setting. 4 c. All sides of the principal and accessory structures are to have essentially the same or a coordinated harmonious finish treatment pursuant to § 1007.043 (2) of this Ordinance. All sides of the principal and accessory structures have essentially the same or a coordinated harmonious finish treatment pursuant to City Code Section 1007.043(2) of this Ordinance. The exterior material of the principal and attached accessory structure (trash enclosure) is brick. d. Exterior wall treatments like brick, stone (natural or artificial), decorative concrete block and stucco shall be used. The motor fuel station uses both brick and stucco as exterior wall treatments. e. Earth tone colors of exterior materials including the canopy columns shall be required. "Earth tone colors" shall be defined as any various soft colors like those found in nature in soil, vegetation, etc., such colors are limited to brown, black, gray, tan, beige, brick red, soft green, soft blue, or white. Exterior materials including the canopy columns consist of earth tone colors. The color palette consists of earth tone tan, almond, red and green. The canopy columns are wrapped with brick similar to the building. f. Ten (10) percent of the building facade may contain contrasting colors. Contrasting colors shall be those colors not defined as earth tones. The canopy may have contrasting color bands or accent lines not to exceed an accumulative width of four (4) inches. The color bands shall not be illuminated. The motor fueling station has a red accent band that makes up less than ten (10) percent of the buildings fagade. The canopy has a color band with an accumulative width of eight (8) inches which exceeds the allotted accumulative width of four (4) inches and shall be revised. The color band is not illuminated. 3. Canopy. A protective canopy structure may be located over the pump island(s), as an accessory structure. The canopy shall meet the following performance standards: a. The edge of the canopy shall be thirty (30) feet or more from the front and/or side lot line, provided that adequate visibility both on -site and off -site is maintained. The edge of the canopy is 230ft from the Lake Drive lot line, 70ft from the Hodgson Road lot line, 900 ft from the south lot line and 230 ft from the west lot line, and adequate visibility both on -site and off -site will be maintained. b. The canopy shall not exceed eighteen (18) feet in height and must provide fourteen (14) feet of clearance to accommodate a semi -trailer truck passing underneath. 5 The canopy is 18 feet in height and provides 14 feet of clearance to accommodate a semi- trailer truck passing underneath. The canopy fascia shall not exceed three (3) feet in vertical height. The canopy fascia exceeds three (3) feet in vertical height and shall be revised. d. Canopy lighting shall consist of canister spotlights recessed into the canopy. No portion of the light source or fixture may extend below the ceiling of the canopy. Total canopy illumination may not exceed one hundred fifteen (115) foot candles below the canopy at ground level. Canopy lighting consist of canister spotlights recessed into the canopy. No portion of the light source or fixture extends below the ceiling of the canopy. Total canopy illumination does not exceed 53 foot candles below the canopy at ground level. e. The architectural design, colors, and character of the canopy shall be consistent with the principal building on the site. The architectural design, colors, and character of the canopy are consistent with the principal building on the site. Both the building and canopy will utilize a color palette of earth tone red, tan, and white and have brick exterior materials. f. Signage may be allowed on a detached canopy in lieu of wall signage on the principal structure, provided that: The individual canopy sign does not exceed more than twenty (20) percent of the canopy facade facing a public right-of-way. The applicant shall revise the canopy plans as noted and submit signage calculations compliant with the 20% requirement. g. Canopy posts/sign posts shall not obstruct traffic or the safe operation of the gas pumps. The canopy posts/sign posts do not obstruct traffic or the safe operation of the gas PUMPS. 4. Pump Islands. Pump islands shall comply with the following performance standards: a. Pump islands shall be elevated six (6) inches above the traveled surface of the site. The pump islands are elevated six (6) inches above the traveled surface of the site. 6 b. All pump islands shall be set at least thirty (30) feet back from any property line. Additionally, the setback between the pump islands curb face must be at least twenty-four (24) feet. The pump island is 230ft from the Lake Drive property line, 70ft from the Hodgson Road property line, 900 ft from the south property line and 230 ft from the west property line. Additionally, the setback between the pump islands curb face is 24 ft. 5. Dust Control and Drainage. The entire site other than taken up by a building, structure, or plantings shall be surfaced with asphalt, concrete, cobblestone, or paving brick. Plans for surfacing and drainage shall be subject to approval of the City Engineer. Drainage from all fueling areas shall be directed to an oil/grit separator. Minimum design standards for the oil/grit separator shall include the following: a. A minimum of four hundred (400) cubic feet of permanent pool storage capacity per acre of drainage area. Permanent pool storage volume of 884 cubic feet is required and 960 cubic feet is provided. b. A minimum pool depth of four (4) feet. Pool depth is eight (8) feet. c. A minimum oil containment capacity of eight hundred (800) gallons. Oil containment capacity is 3,140 gallons. d. Minimum maintenance/inspection of two (2) times per year and/or after measurable spill events. A measurable spill shall be defined by the Minnesota Pollution Control Agency (MPCA). Any measurable spill event must be reported to the MPCA. Minimum maintenance/inspection of two (2) times per year shall be conducted and/or after measurable spill events. Any measurable spill event will be reported to the MPCA. 6. Landscaping. a. At least twenty-five (25) percent of the lot, parcel or tract of land used exclusively for the gas sales facility shall remain as a grass plot, including trees, shrubbery, plantings or fencing and shall be landscaped. Required minimum green area should be emphasized in the front and side yards abutting streets or residential property. The lot has 86% open space with trees, plantings and wetlands. Screening, landscaping and buffer yards have been provided in compliance with City Code Section 100 7.043 (17). required: b. At the boundaries of the lot, the following landscape area shall be 7 i. From side and rear property lines, an area of not less than ten (10) feet wide shall be landscaped in compliance with § 1007.043 (17) of this Ordinance. The motor fuel station is properly landscaped and screened in compliance with City Code Section 1007.043(17). A 55ft to 235ft wide buffer of heavily wooded area is provided along the west (side) lot line. A 6ft high privacy fence also exists on the Pine Hollow development along the west lot line near the residential houses. Single family homes to the south (rear lot line) are over 800ft from the parking lot and are screened with additional landscaping and berm. ii. From all road rights -of -way, an area of not less than fifteen (15) feet wide shall be landscaped in compliance with § 1007.043 (17) of this Ordinance. From all road rights -of -way, a 15-35 foot wide landscape buffer is provided in compliance with City Code Section 1007.043(17). iii. Where lots abut residentially zoned property, a buffer yard of not less than twenty (20) feet wide shall be landscaped and screened in accordance with § 1007.043 (17) of this Ordinance. The motor fuel station is properly landscaped and screened in compliance with City Code Section 1007.043 (17) of this Ordinance. A 55ft to 235ft wide buffer of heavily wooded area is provided along the west (side) lot line. A 6ft high privacy fence also exists on the Pine Hollow development along the west lot line near the residential houses. Single family homes to the south (rear lot line) are over 800ft from the parking lot and are screened with additional landscaping and berm. iv. The property owner shall be responsible for maintenance of all landscaping, including within the boulevard. The property owner will be responsible for maintenance of all landscaping, including within the boulevard. 7. Exterior Lighting. The lighting shall be accomplished in such a way as to have no direct source of light visible from adjacent land in residential use or from the public right-of-way and shall be in compliance with § 1007.043 (6) of this Ordinance. A comprehensive lighting plan shall be submitted as part of the conditional use permit application, and shall be subject to the following performance standards: a. Canopy Lighting. Canopy lighting shall only be permitted under the canopy structure, and shall consist of canister spotlights recessed into the canopy. No portion of the light source or fixture may extend below the ceiling of the canopy. Total canopy illumination below the canopy may not exceed one hundred fifteen (115) foot candles at ground level. Canopy lighting consists of canister spotlights recessed into the canopy. No portion of the light source or fixture extends below the ceiling of the canopy. Total canopy illumination does not exceed 53 foot candles below the canopy at ground level. b. Perimeter Lighting. Lighting at the periphery of the site and building shall be directed downward, and individual lights shall not exceed fifteen (15) foot candles at ground level. Lighting at the periphery of the site's parking lot is directed downward, and individual lights do not exceed five (5) foot candles at ground level. c. Illumination. Maximum site illumination shall not exceed four -tenths (4) foot candle at ground level when measured at any boundary line with an adjoining residential property or any public property. Maximum site illumination does not exceed four -tenths (4) foot candle at ground level when measured at any boundary line with an adjoining residential property or any public property. The west lot line and south lot line, which abut residential zoning, limits illumination to zero (0.0) foot candles. The site does not abut any public property. d. Access. Vehicular access points shall create a minimum of conflict with through traffic movement and shall comply with § 1007.044 of this Ordinance. Vehicular access points will create a minimum of conflict with through traffic movement and comply with City Code Section 1007.044. The site plans have been reviewed and approved by Anoka County Highway Department and the City Engineer with conditions. 8. Circulation and Loading. The site design must accommodate adequate turning radius and vertical clearance for a semi -trailer truck. Designated loading areas must be exclusive of off-street parking stalls and drive aisles. A site plan must be provided to illustrate adequate turning radius, using appropriate engineering templates. The site design accommodates adequate turning radius and vertical clearance for a semi- trailer truck. Designated loading areas are exclusive of off-street parking stalls and drive aisles. A site circulation plan, Sheet SPO, Site Circulation Plan, has been provided and approved. 9. Parking. a. Parking spaces shall be calculated solely based upon the use(s) and the square footage of the principal building(s). Parking spaces have been calculated solely based upon the use(s) and the square footage of the principal building. Twenty-one (21) parking spaces are required and 42 spaces are provided. E b. Parking spaces shall be screened from abutting residential properties in compliance with § 1007.043 (17) of this Ordinance. The parking spaces are properly landscaped and screened in compliance with City Code Section 1007.043 (17). A 55ft to 235ft wide buffer of heavily wooded area is provided along the west (side) lot line. A 6ft high privacy fence also exists on the Pine Hollow development along the west lot line near the residential houses. Single family homes to the south (rear lot line) are over 800ft from the parking lot and are screened with additional landscaping and berm. 10. Noise. Public address system shall not be audible at any property line. Play of music or advertisement from the public address system is prohibited. Noise control shall be required as regulated in § 1007.043 (10) of this Ordinance. Public address system will not be audible at any property line. Music or advertisement from the public address system is prohibited and shall not be played. Noise control will be provided as regulated in City Code Section 1007.043(10). Provisions have made to control and reduce noise. A Sound Control Plan has been reviewed and approved. The sound on the site is mitigated by distance and vegetation buffer. 11. Outside Storage, Sales and Service. No outside storage or sales shall be allowed, except as follows: a. Public phones may be located on site as long as they do not interrupt on -site traffic circulation, and are not located in a yard abutting residentially zoned property. Public phones will not be provided. b. Propane sales of twenty (20) pound capacity tanks may be located outside provided the propane tanks are secured in a locker and meets all State Uniform Building and Fire Codes. Propane sales of 20 pound capacity tanks are provided and are located outside. Propane tanks will be secured in a locker that meets all State Uniform Building and Fire Codes. Large, bulk sale propane tanks must meet all applicable building and fire code requirements. Large bulk sale propane tanks are not provided on site. c. A compressed air service area may be located on site as long as it does not interrupt on -site traffic circulation. 10 A circulation plan has been provided and the compressed air service will not interrupt on - site traffic circulation. The compressed air service is located near the proposed commercial car wash exit abutting the east lot line landscape buffer. d. Accessory outdoor services, sales, or rental as regulated by § 1007.112 (7)(f) of this Ordinance. Accessory outdoor sales are proposed near the building and under the canopy and are compliant with City Code Section 1007.112(7)()9. 12. Litter Control. The operation shall be responsible for litter control on the subject property, which is to occur on a daily basis. Trash receptacles shall be provided at a convenient location on site to facilitate litter control. The operation is responsible for litter control on the subject property, and will occur on a daily basis. Trash receptacles will be provided at convenient locations on site to facilitate litter control. 13. Additional Stipulations. All conditions pertaining to a specific site are subject to change when the Council, upon investigation in relation to a formal request finds that the general welfare and public betterment can be served as well or better by modifying or expanding the conditions set forth herein. BE IT FURTHER RESOLVED by The City Council of the City of Lino Lakes hereby approves the conditional use permit for the Kwik Trip motor fuel station subject to the following conditions: 1. A Site Improvement Performance Agreement shall be executed. 2. A Permanent Drainage, Utility and Roadway Easement shall be granted to the City and recorded. 3. A Public Trail Easement with exhibit shall be granted to the City and recorded. 4. The public trail extending from Sandhill Drive shall be developer installed and City maintained. 5. A Wetland Buffer Declaration and Conservation Easement in favor of RCWD and the City shall be recorded. 6. A Declaration for Maintenance of Stormwater Facilities in favor of RCWD and the City shall be recorded. 7. A separate sign permit application shall be submitted and approved by the City prior to signage installation. 8. The development shall be in compliance with the approved plans and conditional use permit criteria at all times. 9. The commercial car wash hours of operation shall be 7:00 a.m. to 9:00 p.m. BE IT FURTHER RESOLVED by the City Council of the City of Lino Lakes hereby approves the conditional use permit subject to the following requirements being addressed prior to issuance of a building permit: 11 1. All comments from the City Engineer letter dated August 3, 2022 shall be addressed. 2. All comments from the Environmental Coordinator letter dated August 1, 2022 shall be addressed. a. Staff and the applicant will work together to locate these shrubs and trees in lieu of shrubs in places that provide additional screening to the west. 3. The applicant shall consult with SHPO prior to site disturbance. Any study or mitigation as directed by SHPO shall be completed in accordance with SHPO guidance. 4. The applicant shall draft the following documents for City review and approval prior to recording: a. Permanent Drainage, Utility and Roadway Easement with exhibit including drainage and utility easements at least 10 feet wide along the lot lines, stormwater pond 100 year HWL, and delineated wetland boundary b. Public Trail Easement with exhibit. c. Wetland Buffer and Conservation Easement with exhibit. d. Declaration for Maintenance of Stormwater Facilities with exhibit 5. Sheet SP1, Site Dimensional Plan: a. Turn lane arrows on the driveways at Lake Drive and Hodgson Road shall be provided. b. A minimum 8.5ft wide trail or 5ft wide sidewalk shall be installed from the Lake Drive and Hodgson Road intersection to the parking lot. c. A minimum 8.5 ft wide trail shall be constructed from Sandhill Drive north to the parking lot between the stormwater pond and wetland. d. The drive aisle between the car wash stacking area and curb shall be a minimum of 24 ft wide. e. The text on the underground fuel tanks is backwards and shall be revised. f. The "layout base line" shall be removed and all measurements shall be made from the "proposed ROW line". g. Under "Parking Requirements": i. Include retail square footage used in calculation. ii. The "Parking Provided" shall be revised to show the correct number of spaces provided. h. The Building Heights calculations do not match the architectural plan sheets and shall be revised. i. The note under Building Setbacks -Front shall be revised from 30ft to 40ft. j. Add the building footprint square footage to the plan sheet. 6. Sheet SP L I, Site Keynote Plan: a. Show location of #11, Bike Rack. 7. Sheet SP2, Grading Plan: a. The berm along Hodgson Road shall not extend into the road right-of-way. 8. Sheet SP4.0, Utility Plan: a. An additional fire hydrant shall be installed along the curb near the car wash entrance on the northside of the entrance from Lake Drive. 9. Sheet SPA, Site Plan with Aerial: a. Add scale. 10. Sheet A001, Store Elevation: 12 a. Add scale. 11. Sheet A002, Canopy Elevation: a. The 3ft canopy measurement does not appear to be correct. b. The canopy fascia shall not exceed three (3) feet in vertical height and shall be revised. c. Signage may be allowed on a detached canopy in lieu of wall signage on the principal structure, provided that the individual canopy sign does not exceed more than twenty (20) percent of the canopy facade facing a public right-of-way. d. The canopy color band shall not exceed four (4) inches in width and shall be revised. Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: ATTEST: Julianne Bartell, City Clerk 13 Rob Rafferty, Mayor CITY OF LINO LAKES RESOLUTION NO.22-95 APPROVING KWIK TRIP CONDITIONAL USE PERMIT FOR COMMERCIAL CAR WASH WHEREAS, the City received a land use application for a conditional use permit for Kwik Trip motor fuel station and commercial car wash and hereafter referred to as "Development"; and WHEREAS, the property is zoned GB, General Business and allows for a commercial car wash with a conditional use permit; and WHEREAS, the legal description of the property is: That part of Government Lot 1, Section 30, Township 31 North, Range 22 West, Anoka County, Minnesota, described as follows: Lying southeasterly of the centerline of County State Aid Highway No. 23 and lying westerly of the centerline of County State Aid Highway No. 49 (a/k/a Hodgson Road) Abstract Property; and WHEREAS, City staff has completed a review of the land use application based on the following plans: • Applicant Narrative prepared by Kwik Trip dated July 8, 2022 • ALTA Survey prepared by EG Rud & Sons, Inc. dated July 5, 2022 • Site Improvement Plans including site plan, civil plan set, and landscape plans prepared by Insites Site Planning and Sunde Engineering dated June 27, 2022 • Architectural Plans prepared by Vantage Architects dated June 21, 2021 • Stormwater Management Plan prepared by Sunde Engineering, PLLC. dated May 17, 2022 • Traffic Impact Analysis prepared by SEH dated July 8, 2022 • Sound Control Plan prepared by Insites dated May 20, 2022; and WHEREAS, a public hearing was held before the Planning & Zoning Board on August 10, 2022 and the Board recommended approval of the conditional use permit with a 5-0 vote. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby makes the following findings: FINDINGS OF FACT 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed Kwik Trip motor fuel station with commercial car wash is consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including Land Use, Utility, Local Water Management, Capital Improvement, Policy and Natural Environmental Plans as detailed in this staff report. 2. The proposed development application is compatible with present and future land uses of the area. The proposed Kwik Trip motor fuel station with commercial car wash is compatible with present and future land uses. The subject site and adjacent parcels are guided and zoned for residential and commercial use. Adequate landscape screening and buffers have been provided on site. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. A Site & Building Plan Review has been completed and the proposed Kwik Trip motor fuel station with commercial car wash meets zoning performance standards with conditions listed in this staff report. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. 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. b. 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. c. 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. d. 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. e. 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. f. 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. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-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 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. h. The City does not relinquish any rights of local determination. The proposed Level of Service does not degrade by more than one (1) LOS; therefore, the traffic generated by the proposed motor fuel station with commercial car wash is within the capabilities of the City. CSAH 23 (Lake Drive) is an A -Minor Reliever road and CSAH 49 (Hodgson Road) is an A -Minor Expander road. These roads have structural capacity to handle the traffic volume of the motor fuel station with commercial car wash. The City does not relinquish any rights of local determination. 5. The proposed development shall be served with adequate and safe water supply. The proposed Kwik Trip motor fuel station with commercial car wash will connect to an adequate and safe municipal 16" water supply. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. The proposed Kwik Trip motor fuel station with commercial car wash will be served by an adequate and safe municipal 10" sanitary sewer system. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No City funds are being expended on this project. 8. The proposed development 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. Motor fuel stations and commercial car washes are an allowed use in the GB, General Business District with an approved conditional use permit. The project will not generate excessive traffic, noise, smoke, fumes, glare or odors. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no known natural, scenic or historic features on the existing site. BE IT FURTHER RESOLVED by The City Council of Lino Lakes in addition to the administrative requirements of a conditional use permit, the following specific performance standards of Section 1007.112 (8) must also be met: (c) Commercial car washes (drive -through, mechanical and self-service) provided that: The site is serviced by municipal sanitary sewer. The site is served by 10" municipal sanitary sewer. 2. The architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or areas 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 buildings or areas and will not cause impairment in property values or constitute a blighting influence. The commercial car wash building meets zoning ordinance architectural and building material performance standards for commercial buildings. 3. Magazining or stacking space is constructed to accommodate that number of vehicles which can be washed during a maximum thirty (30) minute period and shall be subject to the approval of the City Engineer. The average carwash takes S to 6 minutes. This would require stacking space for six (6) vehicles. The site plan provides stacking space for 10 vehicles. 4. At the boundaries of a residential district, a strip of not less than five (5) feet shall be landscaped and screened in compliance with § 1007.043 (17) of this Ordinance. 4 The commercial car wash is properly landscaped and screened in compliance with City Code Section 1007.043 (17) of this Ordinance. A 55ft to 235ft wide buffer of heavily wooded area is provided along the west lot line. A 6ft high privacy fence also exists on the Pine Hollow development along the west lot line near the residential houses. Single family homes to the south are over 800ft from the parking lot and are screened with additional landscaping and berm. 5. Parking or car magazine storage space shall be screened from view of abutting residential districts in compliance with § 1007.043 (17) of this Ordinance. The commercial car wash parking and car magazine storage space are properly screened from view of abutting residential districts in compliance with §1007. 043 (17) of this Ordinance. A 55ft to 235ft wide buffer of heavily wooded area is provided along the west lot line. A 6ft high privacy fence also exists on the Pine Hollow development along the west lot line near the residential houses. Single family homes to the south are over 800ft from the parking lot and are screened with additional landscaping and berm. 6. The entire area other than occupied by the building or plantings shall be surfaced with material which will control dust and drainage which is subject to the approval of the City Engineer. The entire area other than buildings and plantings is surfaced with standard duty concrete pavement, heavy duty concrete pavement, or concrete sidewalk. 7. The entire area shall have a drainage system which is subject to the approval of the City. A grading and drainage plan has been reviewed and approved with conditions by the City Engineer and Rice Creek Watershed District. 8. All lighting shall be hooded and so directed that the light source is not visible from the public right-of-way or from an abutting residence and shall be in compliance with § 1007.043 (6) of this Ordinance. All lighting is hooded and downlit. A photometric plan and lighting fixtures have been reviewed and are in compliance with City ordinance. 9. Vehicular access points shall be limited, shall create a minimum of conflict with through traffic movement and shall be subject to the approval of the City Engineer. Two (2) driveway access points are proposed into the site that create minimal conflict with through traffic movements. The access points have been reviewed and approved by Anoka County Highway Department and the City Engineer. 10. Provisions are made to control and reduce noise. Provisions have been made to control and reduce noise. Per the submitted Sound Control Plan, the sound on the site is mitigated by distance and vegetation buffer. The trees to the west of the site provide a natural sound buffer for residential zoning. The closest residential property is over 300' from the proposed car wash. At 300' the carwash is well below the acceptable level of sound as set by the Minnesota Pollution Control Agency (MPC,4). BE IT FURTHER RESOLVED by The City Council of the City of Lino Lakes hereby approves the conditional use permit for the Kwik Trip commercial car wash subject to the following conditions: 1. A Site Improvement Performance Agreement shall be executed. 2. A Permanent Drainage, Utility and Roadway Easement with exhibit shall be granted to the City and recorded. 3. A Public Trail Easement with exhibit shall be granted to the City and recorded. 4. The public trail extending from Sandhill Drive shall be developer installed and City maintained. 5. A Wetland Buffer Declaration and Conservation Easement in favor of RCWD and the City shall be recorded. 6. A Declaration for Maintenance of Stormwater Facilities in favor of RCWD and the City shall be recorded. 7. A separate sign permit application shall be submitted and approved by the City prior to signage installation. 8. The development shall be in compliance with the approved plans and conditional use permit criteria at all times. 9. The commercial car wash hours of operation shall be 7:00 a.m. to 9:00 p.m. BE IT FURTHER RESOLVED by the City Council of the City of Lino Lakes hereby approves the conditional use permit subject to the following requirements being addressed prior to issuance of a building permit: 1. All comments from the City Engineer letter dated August 3, 2022 shall be addressed. 2. All comments from the Environmental Coordinator letter dated August 1, 2022 shall be addressed. a. Staff and the applicant will work together to locate these shrubs and trees in lieu of shrubs in places that provide additional screening to the west. 3. The applicant shall consult with SHPO prior to site disturbance. Any study or mitigation as directed by SHPO shall be completed in accordance with SHPO guidance. 4. The applicant shall draft the following documents for City review and approval prior to recording: a. Permanent Drainage, Utility and Roadway Easement with exhibit including drainage and utility easements at least 10 feet wide along the lot lines, stormwater pond 100 year HWL, and delineated wetland boundary b. Public Trail Easement with exhibit. c. Wetland Buffer and Conservation Easement with exhibit. d. Declaration for Maintenance of Stormwater Facilities with exhibit 5. Sheet SP1, Site Dimensional Plan: a. Turn lane arrows on the driveways at Lake Drive and Hodgson Road shall be provided. b. A minimum 8.5ft wide trail or 5ft wide sidewalk shall be installed from the Lake Drive and Hodgson Road intersection to the parking lot. c. A minimum 8.5 ft wide trail shall be constructed from Sandhill Drive north to the parking lot between the stormwater pond and wetland. d. The drive aisle between the car wash stacking area and curb shall be a minimum of 24 ft wide. e. The text on the underground fuel tanks is backwards and shall be revised. f. The "layout base line" shall be removed and all measurements shall be made from the "proposed ROW line". g. Under "Parking Requirements": i. Include retail square footage used in calculation. ii. The "Parking Provided" shall be revised to show the correct number of spaces provided. h. The Building Heights calculations do not match the architectural plan sheets and shall be revised. i. The note under Building Setbacks -Front shall be revised from 30ft to 40ft. j. Add the building footprint square footage to the plan sheet. 6. Sheet SP L I, Site Keynote Plan: a. Show location of #11, Bike Rack. 7. Sheet SP2, Grading Plan: a. The berm along Hodgson Road shall not extend into the road right-of-way. 8. Sheet SP4.0, Utility Plan: a. An additional fire hydrant shall be installed along the curb near the car wash entrance on the northside of the entrance from Lake Drive. 9. Sheet SPA, Site Plan with Aerial: a. Add scale. 10. Sheet A001, Store Elevation: a. Add scale. 11. Sheet A002, Canopy Elevation: a. The 3ft canopy measurement does not appear to be correct. b. The canopy fascia shall not exceed three (3) feet in vertical height and shall be revised. c. Signage may be allowed on a detached canopy in lieu of wall signage on the principal structure, provided that the individual canopy sign does not exceed more than twenty (20) percent of the canopy facade facing a public right-of-way. d. The canopy color band shall not exceed four (4) inches in width and shall be revised. Adopted by the Council of the City of Lino Lakes this 12t' day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk CITY OF LINO LAKES RESOLUTION NO.22-96 RESOLUTION APPROVING KWIK TRIP MOTOR FUEL STATION AND COMMERCIAL CARWASH SITE IMPROVEMENT PERFORMANCE AGREEMENT WHEREAS, the City has completed review of the site and building plans for Kwik Trip motor fuel station and commercial car wash; and WHEREAS, the legal description of the property is: That part of Government Lot 1, Section 30, Township 31 North, Range 22 West, Anoka County, Minnesota, described as follows: Lying southeasterly of the centerline of County State Aid Highway No. 23 and lying westerly of the centerline of County State Aid Highway No. 49 (a/k/a Hodgson Road) Abstract Property; and WHEREAS, City Code Section 1007.020(5)(d) requires the execution of a site performance agreement prior to issuance of a building permit. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes that the Site Improvement Performance Agreement between the City of Lino Lakes and Kwik Trip Inc. is hereby approved and the Mayor and City Clerk are authorized to execute such agreements on behalf of the City. Adopted by the Council of the City of Lino Lakes this 12t' day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk and CITY OF LINO LAKES, MINNESOTA SITE IMPROVEMENT PERFORMANCE AGREEMENT THIS AGREEMENT made this day of , 2022, is by and between the City of Lino Lakes, a municipal corporation organized under the laws of the State of Minnesota, and Kwik Trip, Inc. (1626 Oak Street, La Crosse, WI 54603) ("Developer"). WHEREAS, the Developer has received approval of Site Development Plans, hereinafter called the "Plans", by the City of Lino Lakes on the day of , 2022, and in accordance with the Plans all of which are made a part hereof by reference. In consideration of such approval, the Developer, its successors and assigns, does covenant and agree to perform the work as set forth in the Plans, in the aforesaid approval, and as hereinafter set forth upon the real estate (hereinafter referred to as "Property") described as follows: That part of Government Lot 1, Section 30, Township 31 North, Range 22 West, Anoka County, Minnesota, described as follows: Lying southeasterly of the centerline of County State Aid Highway No. 23 and lying westerly of the centerline of County State Aid Highway No. 49 (a/k/a Hodgson Road). Abstract Property NOW, THEREFORE, in consideration of the mutual promises of the parties made herein, IT IS AGREED BY AND BETWEEN THE PARTIES HERETO: I. DESIGNATION OF IMPROVEMENTS. A. Improvements on the project site to be installed at the Developer's expense by the Developer as hereinafter provided are hereinafter referred to as "On -site Work". B. Improvements off the project site to be installed at the Developer's expense, if any, by the Developer as hereinafter provided are hereinafter referred to as "Off -Site Work". C. Developer shall enter into a Declaration for Maintenance of Stormwater Facilities. II. ON -SITE WORK. A. On -Site Work. The On -Site Work shall consist of the improvements described in the approved Plans, to include any approved subsequent amendments, and shall be in compliance with all applicable statutes, codes and ordinances of the City. The On -Site Work includes all on -site exterior Kwik Trip Site Performance Agreement page 1 of 11 amenities as shown on the approved Plans and as required by the plan approval, such as, but not limited to: landscaping, private driveways, parking areas, sanitary sewer extension, water system extension, storm drainage systems, curbing, lighting, fencing, fire lanes, sidewalks, exterior building architectural design and building elements, site grading and erosion control measures. Such improvements shall be completed in accordance with Section IV herein. B. Cost Estimates. The Developer shall provide the City with a written estimate of all applicable costs of the On -Site Work, itemized by type; the estimates shall be based upon the actual estimates provided by the contractors who are to do the Work. Said cost estimates shall be reviewed by the City, and the City shall establish the actual amount of the financial guarantee. The description and estimated cost of Developer's On -Site Work are as follows: Description of Improvements Estimated Costs 72.Fences ighting $ 25,000.00 / Screen Structures $ 0.00 3. Trash Disposal Structures $ 20,000.00 4. Curbing / Islands / Delineators $ 37,500.00 5 Storm Drainage Systems / Sewers / Catch Basins / $ 127,131.20 Culverts / Swales 6. Public Trails and / or Sidewalk $ 55,000.00 7. Private Trails and / or Sidewalk $ 0.00 8. Driveway / Curb cut / Parking Lot / Fire Lane $ 40,000.00 9. Water mains / Hydrants / Sanitary Sewers $ 101,453.30 10. Landscaping $ 100,000.00 11. Site Grading $ 65,000.00 12. Erosion Control $ 5,000.00 Total Estimated Cost of Developer Improvements $ 576,084.50 Security Requirement (Total * 35%) $ 201,629.58 III. DEVELOPER FEES. A. Trunk Sanitary Sewer Connection Fees The City established trunk utility connection fees to uniformly distribute the costs of public trunk sanitary sewer infrastructure. The Trunk Utility Kwik Trip Site Performance Agreement page 2 of 11 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. The Sanitary Sewer Trunk Charge is $1,630.00 per unit. Commercial/Industrial/Institutional (CII) trunk charges are based on a factor of 2.92 units per acre. 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). City Sewer (CSAC) $1,525.00 Per SAC Unit Trunk sewer unit charges addressed under this paragraph are in addition to any SAC charges imposed by Metropolitan Council Environmental Services. B. Trunk Water Connection Fees The City established trunk utility connection fees to uniformly distribute the costs of public trunk water infrastructure. The Trunk Utility Connection Fee consists of two components; a Trunk Charge and an Availability Charge. Trunk Charge The trunk charge shall be paid at the time of subdivision approval or at the time of hook-up, whichever is first. The Water Trunk Charge is $2,341.00 per unit. CommerciaUlndustriaUlnstltutlonal (CII) trunk charges are based on a factor of 2.92 units per acre. 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 Kwik Trip Site Performance Agreement page 3 of 11 Services (MCES). City Water (CWAC) $1,473.00 Per SAC Unit. C. Surface Water Management Area Charges The City established a trunk area charge to uniformly distribute the costs of public trunk surface water infrastructure and water quality improvements. The Surface Water Management Charge shall be based on developable acreage. 1. Sanitary Sewer Trunk Unit Fee ($1,630/unit; 2.92 units/Acre) Acres* 6.49 $30,888.50 2. City Sewer Availability Fee ($1,525/SAC Unit) TBD** 3. Water Trunk Unit Fee ($2,34 1 /unit; 2.92 units/Acre) 6.49 $44,361.95 4. City Water Availability Fee ($1,473/SAC Unit) TBD** 5. City Surface Water Management Fee ($11,073/ Acre) 6.49 $71,863.77 Total Estimated (Budget) Developer Fees $147,114.22 *Acrea a used for calculations is the total site area (14 18 acres) reduced b the g y conservation easement area (7.26 acres) and the permanent trail easement area (0.43 acres) **Paid at the time of Building Permit based on MCES unit determination D. Metropolitan Council Environmental Services (MCES) Sewer Availability Charges (SAC) are in addition to the fees referenced above and shall be determined by MCES, and shall be paid with the Building Permit. IV. RECORD DRAWINGS. a. Upon project completion, Developer shall submit record drawings, in electronic format, of all public and private infrastructure improvements, including grading, sanitary sewer, water main, storm sewer facilities, and roads, constructed by Developer. The as -built survey must include, but is not limited to, proposed and final contours with adequate elevation shots to show conformance, property irons (to be exposed in field), low floor and low opening elevations, and the 100-Year High Water Level (HWL) of all ponds, lakes, and wetland areas. The files shall be drawn in Anoka County NAD 83 Coordinate system and provided in both AutoCAD .dwg and Adobe .pdf file formats. The plans shall include accurate locations, dimensions, elevations, grades, slopes and all other pertinent information concerning the complete work. The Developer shall also submit certified compaction testing results for the site grading operations. Kwik Trip Site Performance Agreement page 4 of 11 b. A summary of the record plan attribute data for the storm sewer, water main, and sanitary sewer structures and pipes shall be submitted in the form of an Excel Spreadsheet as provided by the City Engineer. c. No securities will be fully released until all record drawings have been submitted and accepted by the City Engineer. V. COMPLETION DATE. If the activities authorized by site and building plan approval are not initiated within twelve (12) months from the final execution of this agreement, then Developer will need to start the site and building plan approval process from the beginning. VI. GUARANTEE. A. The Developer will fully and faithfully comply with all terms and conditions of any and all contracts entered into by the Developer. Concurrently with the execution hereof by the Developer, the Developer will furnish to, and at all times thereafter maintain with the City, a cash deposit, certified check, or Irrevocable Letter of Credit, based on thirty- five (35%) percent of the total estimated cost of Developer's On -site Work. An Irrevocable Letter of Credit shall be for the exclusive use and benefit of the City of Lino Lakes and shall state thereon that the same is issued to guarantee and assure performance by the Developer of all the terms and conditions of this Development Contract, construction of all required improvements in accordance with the ordinances and specifications of the City and guarantees the workmanship and materials for the landscape improvements for a period of one year following the City's acceptance of the landscape improvements. The City reserves the right to draw, in whole or in part, on any portion of the Irrevocable Letter of Credit for the purpose of guaranteeing the terms and conditions of this contract, if Developer has been found to be in default of this agreement and only after providing Developer with written notice and opportunity to cure any default. The Irrevocable Letter of Credit shall be automatically extended for additional periods of one year from present or future expiration dates unless sixty (60) days prior to such the City Clerk or Administrator is notified in writing by certified mail or overnight mail that the Letter of Credit will not be renewed. B. Upon written request, The City will grant a reduction of the Letter of Credit, or cash deposit based on prepayment or the value of the completed improvements at the time of the requested reduction. The Developer may make such requests three times throughout the life of this agreement, with the third and/or final request being at the completion of the project. The City will respond to such request within 30 days time. Prior to the final acceptance of the Developer's Improvements the City shall require a Kwik Trip Site Performance Agreement page 5 of 11 Letter of Credit or Cash Escrow to cover the warranty provisions of the agreement. The amount shall be agreed to by the City Engineer and Developer and Developer may use the Letter of Credit discussed in Section VLA above. VII. REIMBURSEMENT OF COSTS. A. The Developer agrees to establish a non -interest bearing escrow account with the City in an amount established by the City Engineer or his designee for the payment of all City fees and costs incurred by the City related to the On -site Work, including, but not limited to, the following: 1. Site Plan Review Fee $5,000.00 2 Administration (Legal, Engineering, Planning and Contract Administration) $17,290.00 3. Negative Short Term Escrow Balance $0.00 Total Estimated (Budget) Costs for Escrow Account $22,290.00 B. If it appears that the actual costs incurred will exceed the estimate or that the actual costs incurred will be less than the estimate, then Developer and City shall review the costs required to complete the project. In such case, if the actual costs exceed the estimate, then Developer shall promptly pay the additional sums to the City to pay for the agreed upon increase. However, in such case where the actual costs are less than the estimate, the City shall promptly reimburse to Developer any amounts overpaid by the Developer. The Developer may request a statement of the account each month for review. C. Intentionally Deleted. VIII. REMEDIES FOR BREACH. A. The City shall give prior written notice to the Developer of any default hereunder before proceeding to enforce such financial guarantee or before the City undertakes any work for which the City will be reimbursed through the financial guarantee. If within twenty (20) days after receipt of such written notice to it, the Developer has not notified the City by stating in writing the manner in which the default will be cured and the time within which such default will be cured, the City will proceed with the remedy it deems reasonably appropriate. B. At any time after the completion date and any extensions thereof, if any of the work is deemed incomplete, the City may proceed in any one or more of the following ways to enforce the undertakings herein set forth, and to collect any and all expenses reasonably incurred by the City in connection Kwik Trip Site Performance Agreement page 6 of 11 therewith, including, but not limited to, engineering, legal, planning and litigation costs and expense. The enumeration of the remedies hereunder shall be in addition to any other remedies available to the City. Specific Performance. The City may in writing direct the surety or the Developer to cause the Work to be undertaken and completed within a specified reasonable time. If the Developer fails to cause the Work to be done and completed in a manner and time reasonably acceptable to the City, the City may proceed to bring an action for specific performance to require work to be undertaken. 2. Completion by the City. The City, after written notice, may enter the premises and proceed to have the Work done either by contract, by day labor or by regular City forces. The Developer may not question the manner of doing such work or the letting of any such contracts for the doing of any such work; provided that all such work is performed in a reasonable manner, the costs are reasonable and the work is completed in a good and workman -like manner and in accordance with the approved plans and specifications. Upon completion of such work, the Developer shall promptly pay the City the full cost thereof as aforesaid. 3. Deposit of Financial Guarantee. In the event the financial guarantee has been submitted in the form of a Letter of Credit, the City may draw on the Letter of Credit the sum equal to the reasonably estimated cost of completing the Work, plus the City's reasonably estimated expenses as defined herein, including any other reasonable costs, expenses, and damages for which the surety may be liable hereunder, but not exceeding the amount set forth on the Letter of Credit. The money shall be deemed to be held by the City for the purpose of reimbursing the City for any reasonable costs incurred in completing the Work as hereinafter specified. Any funds remaining after completion of the project shall be promptly returned to the Developer. IX. OCCUPATION OF PREMISES. The Developer agrees that it will not cause to be occupied any portion of the building or improvements to be constructed upon the premises until completion of the building and site improvements as more fully described in the approved plans and following issuance of a Certificate of Occupancy. X. INSURANCE. Developer or its general contractor shall take out and maintain until one year after the City accepted the Developer Improvements, public liability and property Kwik Trip Site Performance Agreement page 7 of 11 damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's or general contractor's work, as the case may be, or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than Five Hundred Thousand and no/100 ($500,000.00) Dollars for one person and One Million and no/100 ($1,000,000.00) Dollars for each occurrence; limits for property damage shall be not less than One Million and no/100 ($1,000,000.00) Dollars for each occurrence; or a combination single limit policy of Two Million and no/100 ($2,000,000.00) Dollars or more. The City, its employees, its agents and assigns shall be named as an additional insured on the policy, and the Developer or its general contractor shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. XI. REIMBURSEMENT FOR LITIGATION EXPENSES. The City and Developer agree that the prevailing party in any litigation pertaining to the enforcement of this Agreement shall be entitled to reimbursement from the non -prevailing party for all reasonable costs incurred by said prevailing party including court costs and reasonable engineering and attorneys' fees. XII. VALIDITY. If a portion, section, subsection, sentence, clause, paragraph or phrase in this Agreement is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect or void any of the other provisions of the Site Improvement Performance Agreement. XIII. GENERAL. A. BindingEffect. ffect. The terms and provisions hereof shall be binding upon and inure to the benefit of the heirs, representatives, successors and assigns of the parties hereto and shall be binding upon all future owners of all or any part of the Property and shall be deemed covenants running with the land. B. Notices. Whenever in this Agreement it shall be required or permitted that notice or demand be given or served by either party to this Agreement to or on the other party, such notice or demand shall be delivered personally or (i) mailed by United States mail by certified mail (return receipt requested) or (ii) sent by nationally recognized overnight carrier to the addresses hereinbefore set forth on Page 1. Such notice or demand shall be deemed timely given when delivered personally or when deposited in the mail or the overnight carrier in accordance with the above. The Kwik Trip Site Performance Agreement page 8 of 11 addresses of the parties hereto are as set forth on Page I until changed by notices given as above. C. Incorporation by Reference. All plans, special provisions, proposals, specifications and contracts for the improvements furnished and let pursuant to this Agreement shall be and hereby are made a part of this Agreement by reference as fully as if set out herein in full. D. Hours of Construction Activity. Construction activity shall be limited to the hours set out as follows: Monday through Friday 7:00 a.m. to 7:00 p.m. Saturday 9:00 a.m. to 5:00 p.m. Sunday and Holidays No working hours allowed XIV. VIOLATIONS/BUILDING PERMITS. In the event that Developer violates any of the covenants and agreements contained in this Site Improvement Performance Agreement and to be performed by the Developer, the City, at its option, and after providing written notice and opportunity to cure to Developer in addition to the rights and remedies as set out hereunder may refuse to issue building permits to any property within the development and/or stop building construction within the development until such time as such default has been corrected to the satisfaction of the City. Kwik Trip Site Performance Agreement page 9 of 11 CITY OF LINO LAKES By Mayor ATTEST: By City Clerk STATE OF MINNESOTA ) ) SS COUNTY OF ANOKA ) This instrument was acknowledged before me on day of , 2022, by Rob Rafferty as Mayor of the City of Lino Lakes on behalf of said City. Notary Public STATE OF MINNESOTA ) ) SS COUNTY OF ANOKA ) This instrument was acknowledged before me on day of , 2022 by Julianne Bartell as City Clerk of the City of Lino Lakes on behalf of said City. Kwik Trip Site Performance Agreement page 10 of 1 1 DEVELOPER IRE Notary Public Vice President, Kwik Trip, Inc. STATE OF MINNESOTA ) ss. COUNTY OF ANOKA ) On this day of , 2022, before me, a Notary Public within and for said County, personally appeared, who executed the foregoing instrument. Notary Public This instrument was drafted by: City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 Kwik Trip Site Performance Agreement page I I of I I STAFF ORIGINATOR MEETING DATE TOPIC: VOTE REQUIRED INTRODUCTION CITY COUNCIL AGENDA ITEM 6B Katie Larsen, City Planner September 12, 2022 Belland Farms Second Addition and New Horizon Academy i. Consider Resolution No. 22-97 Approving Preliminary Plat ii. Consider Resolution No. 22-98 Approving Conditional Use Permit for Commercial Day Care Facility iii. Consider Resolution No. 22-99 Approving Site Improvement Performance Agreement iv. Consider Resolution No. 22-100 Approving Parking Deferment Agreement 3/5 Staff is requesting City Council consideration the above noted resolutions. Review Deadline: Complete Application Date: July 11, 2022 60-Day Review Deadline: September 12, 2022 60-Day Extension Deadline: November 11, 2022 Environmental Board Meeting: July 27, 2022 Park Board Meeting: NA Planning & Zoning Board Meeting: August 10, 2022 City Council Work Session: September 6, 2022 City Council Meeting: September 12, 2022 BACKGROUND The property owner, Rehbein Properties, is preliminary platting one 1.57 acre commercial lot for the purpose of constructing a 12,027sf commercial day care facility. The name of the preliminary plat is Belland Farms Second Addition. The name of the day care facility is New Horizon Academy. The Land Use Application is for the following: Preliminary Plat o Lot 1 and Outlot A, Belland Farms Second Addition • Conditional Use Permit o Commercial Day Care Facility This staff report is based on the following information: • Summary Report prepared by Rylaur dated July 11, 2022 • Belland Farms Second Addition Preliminary Plat Plan Set prepared by EG Rud & Sons, Inc. dated July 8, 2022 • Site Construction Plans for New Horizons Academy prepared by Contour Civil Design dated July 11, 2022 • New Horizon Academy Architectural Plans prepared by Rylaur dated July 11, 2022 • Landscape Plan prepared by Carmen Simonet Design, LLC dated July 11, 2022 • Stormwater Management Report prepared by Contour Civil Design dated July 11, 2022 • Traffic Analysis Memorandum prepared by SSTS Traffic Solutions dated June 28, 2022 This Council staff report provides edits to the August 10, 2022 Planning & Zoning staff report. Changes are either narratively described or shown as str-ikethfettgk (deletions) or underline (additions). ANALYSIS Existing Site Conditions The 13 acre site is located in the northwest quadrant of CSAH 14 (Main Street) and 24th Avenue. 24th Avenue/Elmcrest Avenue is the municipal boundary between the City of Lino Lakes and the City of Hugo. The site is currently vacant commercial land with cropland, a small wooded area and wetlands. A 66 ft wide Minnesota Pipeline Easement bisects the site. Elevations range from 920EL in the south east portion of site down to 912EL at wetland in northwest corner of site. The soils are clayey sand and sandy lean clay. Hydrologic soil group is C. Groundwater elevations range from 908 to 912EL. An eye care clinic is under construction in the southeast quadrant of the Belland Farms development. Zoning and Land Use The parcel is zoned GB, General Business and allows for commercial day care facilities with an approved conditional use permit. The parcel is guided commercial per the City's 2040 Comprehensive Plan. Current Zoning GB, General Business Existing Land Use Agricultural Future Land Use per 2040 Comp Plan Commercial Utility Staging Area 1A=2018-2025 Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future Land Use R-BR, North Rural Business Agricultural Commercial Reserve South GB, General Commercial Commercial Business East PUD Residential Residential (Cit of Hugo) West Vacant Commercial Commercial General7Business 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 as detailed in this staff report. Blocks and Lots The proposed preliminary plat contains Lot 1, Block 1 and Outlot A, Belland Farms Second Addition. Parcel Acres Purpose Lot 1, Block l 1.57 acres Commercial day care Outlot A 11.22 acres Future development & stormwater pond TOTALAli 12.79 acres Since there is no underlying preliminary plat and development plans for Outlot A, the outlot will need to be preliminary and final platted in the future. Staff Comments: 1. The preliminary plat is not consistent with the preliminary plat approved for Belland Farms. a. Rosemary Way street right-of-way shall extend to the west lot line on the preliminary plat. b. Lot 3 shall be shown on the preliminary plat to the west of Lot 2. 2. The Certificate of Survey and Preliminary Plat for Belland Farms Second Addition shall orientate on the page the same direction as the approved plans for Belland Farms. 3. The preliminary plat shall plat the balance of the site into lots consistent with Sheet 5, Ghost Plat. This is similar to the preliminary plat for Belland Farms (Lots 1-3) and will save time and the expensive of preliminary platting one (1) lot at a time. The final plat may then show the lots as an outlot until they are ready to be developed. Streets and Alleys Rosemary Way is a public street aligning with Rosemary Way in the City of Hugo and extends from 24th Avenue west across the north lot lines of Lots 1-2, Block 1, Belland Farm. It is 32 ft wide paved back to back within 60 66ft of street right-of-way. With the second addition, the public street will extend to the west lot line where it will eventually connect with the private street in Main Street Shoppes to the west. Both developers and the City have reviewed conceptual street alignments. Staff notes Rosemary Way will eventually extend west and connect to Otter Lake Road to serve future development in both Belland Farms and Main Street Shoppes. This connection will create an important "backage road" from the City of Hugo and parallel to CSAH 14/Main Street to support transportation in the area. CSAH 14/Main Street is an A -Minor Connector road and has limited access points throughout the corridor. Southbound 24th Avenue access onto CSAH 14/Main Street is right in/right out. A shared driveway from Rosemary Way serving Lot 1 and future Lot 2 is proposed. This driveway aligns with the eye clinic driveway to the south. Maintenance of the shared driveway is private. Staff Comments: 1. An additional 7ft of street right-of-way along 24th Avenue is required for future turn lanes. 2. A shared driveway agreement and exhibit shall be drafted by the developer. a. The agreement shall detail private maintenance responsibilities of the driveway, landscaped parking lot median, island landscaping, lighting etc. 3. A 5ft wide sidewalk shall be installed along both the north and south side of Rosemary Way and terminate at the end of the street construction. Easements Standard drainage and utility easements at least 10 feet wide have been provided over the lots lines. An oversized 20 ft wide drainage & utility easement is provided along the east lot line of Lot 1 for drainage. Public Land Dedication The City will collect a cash fee of $3,956.40 in lieu of land dedication for commercial development for final platted Lot 1, Belland Farms Second Addition. Belland Farms Second Addition 1.57 acres x $2,520 per acre = $3,956.40 Site and Building Plan Review Site Plan This site and building plan review is only for Lot 1, Block 1, Belland Farms Second Addition and the proposed 12,027sf commercial day care. Future development of the remaining lots will require a separate land use application for site and building plan review. The building is located in the northwest corner of the site with parking lot in the front. Three (3) play areas are located north and east of the building enclosed with a 5ft high black metal picket fence. Staff has completed a full site and building plan review of the project. The applicant's narrative provides additional information. Overall, the proposed site plan and building meets ordinance and performance standard requirements unless otherwise noted. Staff Comments: 1. The property lines on all plan sheets shall be shown as a solid line. Lot Size and Setbacks The front lot line is along Rosemary Way. Lot size, lot width and setback requirements are met. GB Requirements Lot 1 Min. Lot Size 20,000 sf 68,482 sf Min Lot Width 100 ft 227 ft Setbacks -Street Required Proposed Principal Building-24th Ave (local) 30 ft 85 ft Principal Building -Rosemary Way 30 ft 132 ft Accessory Building (trash enclosure) 30 ft 33 ft Parking Lot 15 ft 32 & 20 ft Setbacks -Side Yard Required Proposed Principal Building 10 ft loft Accessory Building loft NA Parking Lot/Driveway loft 11 ft Architectural Plans and Exterior Building Materials The day care facility is single story with exterior materials consisting of stone veneer, glass and Hardi-Board lap siding. The color palette consists of earth tone blue accent bands, white board & batten, gray lap siding, dark bronze and pale white coping. The materials are compliant with performance standards. The building height is 22' 6" to the parapet top which is less than that maximum 45 ft allowed. A 320sf trash enclosure/storage area is proposed on the east side of the building. Construction details provided on Sheet A200 indicate stone veneer, gray lap siding and pale white coping to match the principal building. The swing gate is trex fencing woodland brown that has 100% opacity. The trash enclosure is 6' 11" in height and the storage area is 10' 5" in height. The trash enclosure/storage area meets performance standards. Per Sheet A102 and A300, the mechanical equipment is located on the rooftop and screened by 5'6" high parapets. Per the applicant's narrative, the building will be sprinkled for fire suppression. Outdoor Lighting Per City Code Section 1007.043(6)(d), no light source shall exceed 1.0 foot candle onto right of way or 0.4 foot candle onto adjacent property. Per Sheet SL2.0, Photometric Plan, no light sources exceed 1.0 foot candle along 24th Avenue or Rosemary Way and are compliant. Light sources do max at 1.3 foot candle within the shared driveway because a light pole is located in the island which is acceptable for safety purposes. Light fixtures on the 25 ft high poles are down lit and cutoff as required by city code. Downlit wall mounted lights are provided on the exterior of the building. Staff Comment: Light sources that exceed 0.4 foot candles onto adjacent property north of the shared driveway shall be revised. Off -Street Parking Requirements Per City Code Section 1007.044(6), day care facilities require one (1) space per teacher on the largest shift, plus (1) space per five (5) students/children based on maximum capacity. Per the applicant's narrative, the facility has a licensed child population of 176 children and 25 staff. This would require 60 stalls (25 + 176/5 = 60 total). The applicant's narrative states 61. Sheet C2.1, Site Plan and Sheet A001, Architectural Site Plan indicate 47 paved parking stalls, 2 ADA parking stalls and 12 deferred parking stalls for a total of 61 parking stalls. City Code Section 1007.044(7) details requirements for Parking Deferment. The applicant's narrative details compliance with the parking deferment requirements. The City Engineer is requesting an additional seven (7) ft of road right-of-way be dedicated along 24th Avenue. This would impact the required 15ft parking lot setback for the proposed 12 deferred parking stalls. Staff does not have concerns regarding the reduced setback. First, the City is in the process of updating its zoning ordinance and parking requirements for a commercial daycare are proposed to be changed to 1 space per 300 gross floor area. Applying this standard, New Horizon Academy would only need 40 parking spaces vs. 60. They are proposing 47 spaces which would exceed the minimum requirement. Second, staff does not anticipate the need for the 12 deferred parking stalls. For example, Love to Grow On daycare facility (6499 Lakota Traill was constructed in 2018.The 14,405sf facility is larger than the proposed New Horizon Academy and has not had issues with its existing parking lot. Staff Comment: 1. A Parking Deferment Agreement has been drafted by the City and will be recorded against the property. Grading Plan and Stormwater Management Per the Stormwater Management Report prepared by Contour Civil Design dated July 11, 2022, the site has a generally flat topography, with elevations ranging from 920 to 916 EL. Currently, stormwater from the site either drains south to Rosemary Way and ultimately to Clearwater Creek or northwest to an existing wetland located about 170 feet northwest of the parcel, which ultimately drains to Anoka County Ditch 55. Both the daycare facility and extension of Rosemary Way are included in the stormwater analysis. Storm sewer will be used to collect stormwater from the site. The storm sewer will be routed to a new stormwater pond located northwest of the New Horizon Academy parcel on Outlot A. Due to onsite soils consisting of clayey sand and sandy lean clay, infiltration of stormwater is not feasible. Therefore, wet sedimentation basins are proposed to provide the water quality treatment. The stormwater pond will discharge to the existing wetland located about 170 feet northwest of the parcel. The stormwater pond will provide water quality treatment and rate control for the project. Additionally, an irrigation reuse system is proposed to provide volume reduction for the site. The proposed stormwater management facility has been reviewed by the City Engineer and RCWD for compliance for rate control, water quality and volume control. Public Utilities The day care facility will be municipally served by a 27" sanitary sewer main and a 12" watermain located along Rosemary Way. The subject site is located in Utility Staging Area IA (2018-2025) and Sanitary District 5 (Sub - District 5A). Sanitary flows from this district are conveyed to the southeast, discharging into the MCES Lino Lakes Relief Interceptor located at the intersection of CSAH 14 and 24th Avenue. Staff Comments: Public utilities shall be extended north along 24th Avenue to the north lot line to service future development. Tree Preservation and Mitigation Standards The Environmental Coordinator and Environment Board reviewed the tree preservation and landscaping requirements. The following comments are from the July 27, 2022 Environmental Board staff report. Additional comments are provided in the attached August 1, 2022 memo. A tree survey will not be required for this site, because there are no trees over 6 inch DBH to survey. Preservation and mitigation standards are met. Open Areas Landscape Standards Open area equals 23,600 sf which requires 12 large trees and 35 large shrubs. Nine (9) large trees and 93 large shrubs are proposed. Open space requirements are not met. Additional open space plantings are required for the open space area around the stormwater pond. A landscape plan for this area shall be submitted. Buffer and Screen Standards The Landscape Plan calls for a 5-foot high black picket fence on the west, north, and east perimeters, with landscape plants to provide additional screening and aesthetic value. The east perimeter, because it is adjacent to a less intense land use (residential), must have a 6- foot continuous planting screen that blocks visibility completely. This could be accomplished with a different fence material for this perimeter or additional plants that will provide continuous, year-round screening. Buffer and screen standards have not been met for the east perimeter between the north property line and northern edge of the parking lot. Canopy Cover Canopy cover standards call for a minimum of 40% canopy coverage. Vehicular hardscape planned: 22,701 sq. ft. Canopy cover requirement: 9,080 sq. ft. Canopy cover provided: 9,200 sq. ft. Canopy cover requirements have been met. Foundation Landscaping Foundation landscaping is provided along the south and east side of the building and the requirements have been met. Sod and Ground Cover Standards All areas not otherwise improved in accordance with the approved site plans shall have a minimum depth of 4 inches of topsoil and be sodded including boulevard areas. Seed may be provided in lieu of sod in certain cases, including when the area is adjacent to natural areas or wetlands. A landscape plan for Pond 100 must be submitted that includes a native seed mix suitable for stormwater ponds. The city native plant establishment requirements will apply to the native seeded area. Boulevard Trees Boulevard trees are not required for commercial developments. Signage A monument sign is shown on the southeast corner of Lot 1. A separate Sign Permit Application with detailed sign information is required for any on site or building signage. Impervious Surface Coverage The allowed maximum impervious surface coverage per lot in the GB, General Business District is 75%. Per Sheet C2.1, Site Plan, Lot 1 has 63% impervious surface and is compliant. Traffic Study A Traffic Analysis Memorandum was prepared by SSTS Traffic Solutions dated June 28, 2022 for the entire of the Belland Farms site. The study analyzed the following intersections: • Main St (CSAH 14) & 24th Ave N • Main St/Frenchman Rd/CSAH 8 & Victor Hugo Blvd • Victor Hugo Blvd & Rosemary Way • 24th Ave N & Rosemary Way Trip Generation The year 2025 was used for full build scenario and a 1.5% annual traffic growth rate was used. AM peak is lam to Sam and PM peak is 4:30pm to 5:30pm. Total net weekday ADT is 1,999 trips. The table below provides a detailed breakdown of land use, peak trips, shared trips and pass -by trips. Shared trips account for the complimentary nature between the land uses of the Proposed Project (i.e., an employee visiting the retail uses or coffee shop). Pass-by/diverted trips are trips that are attracted to the site from existing traffic already passing on adjacent roadways. The pass -by trips are accounted for in the turning movements at the access locations as they enter and exit the site, but do not result in an overall increase in traffic in the study area. Diverted trips are trips that are diverted from a roadway and travel through adjacent roadways and intersections to access the site. For this study diverted trips are likely to be to/from Main St. Table 3. Trip Generation - Proposed Project Land Use Land Use Code Size Trips Generated: AM peak PM Enter Exit Enter Peak Weekday ADT Exit Day Care Center 565 13,193 s.f. 75 69 67 79 639 Medical -Dental Office Bldg. 720 12,230 s.f. 30 8 14 34 440 General Office Building 710 19,830 s.f. 27 4 5 24 215 Strip Retail Plaza 822 28,930 s.f. 41 27 95 95 1,575 Coffee/Donut Shop - w/Drive Thru 937 1 1,800 s.f. 79 76 35 35 960 Totals -Gross 251 184 216 267 3,830 435 483 Shared Trips 25 18 22 27 383 44 48 Pass -By Trips 103 1 103 92 92 1.448 207 1 183 Totals - Net 123 1 62 103 1 148 1,999 185 252 Trip Generation rates for New Horizons Childcare Centers were provided by New Horizons. Pass -by trips per land use are per ITE's Trip Generation Manual, 11' Edition. A 10% shared trip reduction was applied. Level of Service Level of Service (LOS) is used to describe the operating conditions and driver delay (measured in seconds) of an intersection. Operations are given letter designations from "A" (best operating conditions) to "F" (worst conditions). City Code Section 1007.020, Site Plan Review and Section 1001.013(2)(c), Premature Subdivision establishes minimum Level Of Service (LOS) requirements. The ordinance states that if the LOS is A or B, the proposed subdivision shall not the degrade the LOS more than one grade. If the LOS is C or D, it shall not degrade the LOS. Intersections with a LOS of E or F must be improved to ensure a LOS of D or better. 2025 No -Build Overall LOS 2025 Build Overall LOS Intersection A.M. Peak .M. Peak A.M. Peak P.M. Peak CSAH 14 (Main St) & 24th Ave N A A A A CSAH 8 (Main St) & Victor Hugo B C B C Victor Hugo & Rosemary Way A A A A 24th Ave N& Rosemary Way A A A A 24th Ave N & North Access NA NA A A 10 The proposed Level of Service does not degrade by more than one (1) LOS; therefore, the development is not considered premature and the traffic generated by the development is within the capabilities of the City's road system. Otter Lake Road Master Plan The City is currently drafting an Otter Lake Road Master Plan that analyzes future Otter Lake Road alignment and other local street connections, utilities, land use designations, transportation, and natural resource management. Otter Lake Road is the future north -south A - Minor expander road servicing development in this northeast corridor of the City. Alternative Urban Areawide Review (AUAR) The site is within the 2005 I-35E Corridor AUAR environmental review boundary. The AUAR was updated in May 2020. The AUAR identifies this site as commercial in the land use scenarios. The Belland Farms Second Addition and New Horizon Academy project is consistent with commercial development. No further environmental assessment is required. Wetlands A WCA Notice of Decision for wetland delineation of the entire Belland Farms commercial site was issued by RCWD on September 7, 2021. Five (5) wetlands were delineated on site totaling 3.9 acres. Per the RCWD CAPROC dated November 2, 2021, the commercial subdivision requires 0.7928 acres of permanent wetland impacts to Wetland 3 and Wetland 5. Wetland impacts were mitigated via the purchase of wetland bank credits from the City of Blaine Wetland Bank #1664. The wetlands are not within the Wetland Management Corridor (WMC) so WMC wetland buffers are not required. Standard drainage & utility easements 1Oft wide have been recorded over Wetlands 1 and 2 on the Belland Farms final plat. No wetland impacts are proposed with Belland Farms Second Addition and no additional wetland mitigation is required. 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 reviewed the original Belland Farms preliminary plat and has no concerns with the plat as proposed. City of Hugo Comments 11 Lino Lakes staff communicated with Hugo staff that Lino Lakes is in the process of analyzing alternative transportation routes for the extension of Otter Lake Road. This corridor will extend north and connect to 24th Avenue and serve as a north -south A -Minor Arterial Expander road serving future commercial and industrial development in the area. 24th Avenue south of the connection will continue to serve as a local road capable of handling the proposed commercial development. The new street section of Rosemary Way in Lino Lakes will have turn lanes onto 24th Avenue. Public Safety Comments Deputy Director -Fire Division L'Allier notes the driveway and turning radius for their ladder trucks are tight but functional. Lino Lakes Public Safety Department -Police Division reviewed the preliminary plat and day care facility and have no comments. Environmental Board The Environmental Board reviewed the development proposal at their July 27, 2022 meeting and noted some with minor revisions are needed. These are summarized in the attached August 1, 2022 Environmental Coordinator memo. Planning & Zoning Board The Planning & Zoning Board held a public hearing on August 10, 2022. There were no public comments. The Board recommended approval with a 5-0 vote. Agreements Stormwater Maintenance Agreement The stormwater facilities (Pond 100P and outlet pipes to the wetland) on Outlot A will be privately maintained and a Stormwater Maintenance Declaration will be required. New Horizon Academy will have a separate declaration for onsite facilities. 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 A Site Improvement Performance Agreement is required for construction of the New Horizon Academy facility. Parking Deferment Agreement 12 As note above, a Parking Deferment Agreement is required for New Horizon Academy to allow for the reduction in the number of paved parking stalls. Comprehensive Plan Resource Management System The Resource Management System Plan goal of preserving surface water quality is supported by the construction of stormwater management BMP's such as curb, gutter, and stormwater pond. Land Use Plan The Comprehensive Plan guides this property for commercial use. The proposed commercial day care facility and commercial building is consistent with commercial land use. Housing Plan The goals and policies of Housing Plan are not negatively impacted by the commercial day care facility. 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 14 (Main Street) is an A Minor Arterial Connector road and has capacity to handle the traffic volume of the commercial development. Sanitary Sewer and Water Supply Plan The commercial day care facility will be municipally served by a 27" sanitary sewer main and a 12" watermain located along Rosemary Way. The subject site is located in Utility Staging Area IA (2018-2025) and Sanitary District 5 (Sub - District 5A). Sanitary flows from this district are conveyed to the southeast, discharging into the MCES Lino Lakes Relief Interceptor located at the intersection of CSAH 14 and 24tn Avenue. The sanitary sewer and water supply systems have capacity for the proposed development. Findings of Fact Council Resolution No. 22-97 details the findings of fact for the Belland Farms Second Addition preliminary plat. Council Resolution No. 22-98 details the findings of fact for the conditional use permit for the New Horizon Academy. RECOMMENDATION 13 Staff and Boards recommend approval of the preliminary plat, conditional use permit, and site improvement performance agreement for Belland Farms Second Addition and New Horizon Academy. ATTACHMENTS 1. Preliminary Plat & Ghost Plat 2. Civil Plan Set 3. Architectural Plan Set 4. Resolution No. 22-97 5. Resolution No. 22-98 6. Resolution No. 22-99 7. Site Improvement Performance Agreement 8. Resolution No. 22-100 9. 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I i p / 1/ / � GPS j ay�h I Z \\ '/ bx DRAINAGE AND UTILITY EASEMENT ----3- PER PLAT OF BELLAND FARMS PROPOSED DRAINAGE AND UTILITY /' / 9184x i / \ I I C\^J EASEMENTS ARE SHOWN THUS: WETLAND x9 ............. 920 x �- 5 0°0 \ 6 xy\\\ 91 °I 500O00'00"E5---1 - G 9s 9s I a:' � 9 385.20 420.2x I I I o 0 06 w \ \ I .... • '„ 920.9 30 x ' \\ I ,{ °i °' 183 x 7 9184 919.2 20.b ..... /\ N \ 4 ILIL s o I: 9� \ \ I o .M�. / / �N� �,'9 G \ GPS / 1-1°1 V of / �\ \ °' N N / \ °� 0 I•' ti \ I S / \ N BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT �y w°� / �� �L / k. VNI LINES, AND 10 FEET IN WIDTH AND ADJOINING �-�{ / PZ •Gv / G ' �\ �\ •o 0 it .o Ol /�\ O / \ 2 < \ l9 rn rn• 1 S RIGHT OF WAY LINES AND REAR LOT LINES, UNLESS -�-�--So.o---- I \ ,I, I I r / ,_, / �v v 92 OTHERWISE SHOWN HEREON.911.Ix GPS �P��rvG'`� 0 x x U I F -_ 1 / / Pg GPS'916s / / r- A r� n A \ / �� /': \\�� DRAINAGE AND UTILITY EASEMENT / �'� w N. o w O SURVEY LINE %/ // S / F- i F! 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NO. 1958835 AND 1980487.00 50 0 25 50 100 I\ ---' I 262.4 \/ / 1 x / / 956.2 `� 5/8 INCH REBAR GP PS .57...... 9 x9� `: ox RLS NO. 40361/ 9u�G o f44'fr;: 9iz.2 �0 9a 92°1 2 N: atio ` ..9221 i 21..ch NOo�a. x9'•: m BENCHMARK MNDOT BM: 0282 S DATUM:NAVD88 ELEVATION: 931.461 -1- 900, / 9 / `'9 I r I I I b LL -4 Z O M O L \ LU = / / ♦ O Z < \a/ I U U }} w O z /-\ C N 5 \-' j Z N O W --' d0w<� <LU<0 w U) OC « I _ _ J r\ L 1 _ � I/ Ll_ -T- r-\ I I\ I -T- _1_ I r r\ 1 I I L1 I 1 �iJ Lam. v / n _ I' - ' I -T- / r \ \ / I -T- _1_ .: ..' ......................... �.. °' ,. 1 x ir: .� x '�' ...... . .... v m rn a C0 �' NO x 222 ti ... N.... ••A T O+ in 923.5 * 9 2`� > x 909.9 ......: N N .\o ; O M I x 910.8 .................... m M m .:.� x m 'n .o ,o ✓ ✓ N .� x m: .p ,x .: o m rn N N N N Is A A I nI /� -1- r `F r- - r- -1- /� I I/\ r,,r,,r- /, /\ A I r\ A r,,r,,1 -1- 1/� n I O m rn ' 1 b x x N N 1 1\I `. 1 F! F1 1 1 F/ F/ F- `. / 1\1 1 1 /_\ I I I 1 1 1 1 1 1 I ye' .,'l'� M W N 1\ L- L- 1 �/ I I \/ 1 1 L- �/ L_ 1 V L/ / \ L/ L/ 1 1 1 \/ 1 V GB BUSINESS) I SITE DATA GB (GENERAL BUSINESS) (GENERAL PIN No. 0 0 CM PROPERTIES Owner: CM PROPERTIES 14 LLC p PROPERTY DESCRIPTION TOTAL BOUNDARY AREA 557,147 S.F. (12.79 ACRES) PIN No. 24-31-22-11-0011 Address: NA I EST.1911 Professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 (Per Schedule A of Title Commitment Number 655945, dated February 7, 2022, prepared by Land Title, Inc., as issuing agent for Stewart Title Guaranty Company) Outlot B, BELLAND FARMS, Anoka County, Minnesota. NOTES. - Field survey was completed by E.G. Rud and Sons, Inc. on 4/04/22. - Bearings shown are on Anoka County Coordinate System. - Parcel ID Number: 24-31-22-11-0015. - Proposed improvements shown hereon provided by Contour Civil & Development. PROPOSED LOT AREA 68 482 S F (1 57 ACRES) Owner. CM PROPERTIES 14 LLC LEGENb Address: NA PROPOSED OUTLOT AREA 488,665 S.F. (11.22 ACRES) E-LAND USE DESIGNATION DENOTES SECTION MONUMENT, AS NOTED DENOTES IRON MONUMENT FOUND, MARKED - CBL RLS# 41578, UNLESS OTHERWISE NOTED 2040 Land use is Commercial. O DENOTES IRON MONUMENT SET, MARKED RLS# 41578 FIBER -GAS- ZONING: A © DENOTES FOUND PKNAIL DENOTES CABLE PEDESTAL Existing zoning is GB -General Business. X 952.36 DENOTES EXISTING SPOT ELEVATION 10DENOTES FIBER OPTIC BOX oHu Setbacks: (__1 DENOTES GUY WIRE Building Parking �Cf DENOTES HYDRANT From streets 30 (40*) 15 71) DENOTES POWER POLE F_ - - ---I Rear yard 30 (5**) 10 L__ Side yard 10 10 ❑ DENOTES CATCH BASIN F_ - - * From > DENOTES EXISTING SANITARY SEWER L_ Li _J collector or arterial street DENOTES EXISTING WATER MAIN -� ** Accessory building DENOTES UNDERGROUND ELECTRIC LINE DENOTES UNDERGROUND CABLE LINE DENOTES UNDERGROUND FIBER OPTIC LINE DENOTES UNDERGROUND GAS LINE DENOTES EXISTING CONTOURS DENOTES EXISTING STORM SEWER DENOTES OVERHEAD UTILITY DENOTES RIGHT OF ACCESS PER BELLAND FARMS DENOTES BITUMINOUS SURFACE DENOTES CONCRETE SURFACE DENOTES GRAVEL SURFACE DENOTES WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL COMPANY IN 2021 Y- In r�\ V V I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JA5•QU-F-/RU D Date: 7/08/22 License No. 41578 DRAWN BY: KCM JOB NO: 210639BT DATE: 7/08/22 CHECK BY: JER FIELD CREW: DT/CT 1 2 3 NO. DATE DESCRIPTION BY S:\RUD\CAD\21PROJ\210639BT\FINAL PLAT\BELLAND FARMS 2ND SHEET 2 ADDITION\PRELIMINARY\210639BT - PRELIM.PLAT S2.DWG N I it I I I I I I I I I I I I I, I I I I I I I I I I I I I , I I I , I I I I I I I I I II I I I I I I I I I I II I I I I I I I I I I I II I II �I � I I I I I I I I I I I I I I I I I I I I I I � I I I\ I I I I I I FL - I I I I I I I I I I I I I I I I I I I I I I I I � I I\ I I - I I I I'I I� LEGEND EXISTING L---------- BENCHMARK PROPOSED PROPERTY LINE EASEMENT LINE BITUMINOUS PAVEMENT CONCRETE PAVEMENT CURB LINE MINNESOTA DEPARTMENT OF TRANSPORTATION GSID STATION #93822, NAMED 0215 AC ELEVATION: 885.07 (NAVD 88) �f2n m0 E9ro O {.1 m o A Nz °c O W 0 O 0 O O U LL >� J — w w Ln {J/' ~ N N N z o O cn z I- L N W � >Ln 00 m J r-I LU 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 NAME: JOSEPH T RADACH PE SIGNATURE: DATE: 07/11/22 LIC #: 45889 ac F- } 00 N N c-I -I O W Q LU N N N z O w cr- W z O mmmmmmm V W H = w 00 W o a zLr) LU Ln Paz a Zoo N W N W I I I I I I I I I I I I I I I IVILvI\r Y1L CLINIC I RETAI L �00 LLLI \ J 0 Z -_ — -- — — — — — — - \ ---- ---- _ _ _ �- _ ------ �p I a � c — - - - _ - - - �_ -- __ ___ _-__- — — — -------------------- ------------ ---- -- ------ ----- T C CC G p Q Z Y MAIN STREET-$�$---e J O w W o OO 0 40 80 160 < SCALE IN FEET > Know what's below. Call before you dig. SHEET NUMBER SHEET 5 9 i 9 1p 9 \ \ 9 \ \ PROPOSED POND 100P \ 9 I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / 9 \ \ G 9 \ \ o \ \ \G 9 \ \ 9 \ 9 \ \\ \ \ 9 \ KEYNOTES \ \ G 9 \\ 1. MATCH EXISTING CURB/SIDEWALK/PAVEMENT. \ 9 \\ \ \\ 2. CONCRETE DRIVEWAY ENTRANCE PER CITY PLATE GEN-6. \ 9 \ \ 9 \ \ 3. DRIVEWAY CURB PER CITY PLATE GEN-5. \ G \ 9\ \\G 9 \\ 4. 5 FT. CONCRETE WALK PER CITY PLATE GEN-10. 5. PEDESTRIAN CURB RAMP PER CITY PLATE GEN-26. \ \ \ \ G \ \ SEE ARCHITECTURAL SITE PLAN A001 FOR ONSITE KEYNOTES \ 9 \ G 9 \ \ \ \"' N \ G 9 \ \ \ 9 9 \ 9 \ \ G \ PROPOSED 35 FT. DRIVEWAY 9 \ \ 9 \ ACCESS EASEMENT 9 �9 o \ 9 \ \ 1 \ 9 \s \ \ \ G \9 G \ \ 9 G \ 9 I \ \ \\ G \ \ 9 9 \ \\ 2do 9 1 , 1 ' 1 I 1 , 1 1 0O0,6 PROPOSED BUILDING I I II I II I I i I I I I I I I II II I I II 17 . _ I II w I 17 W PINING - O N I -PIP 16 I' M 28 28 16 I 24 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �' I I I- V G 4+00 A 1-00 2 1 1 _I9 - > do 00 � \ G \ • d 1 \ 9 d I A- \ \ X d 6koo \ \ \ \ \ 9 \ \ \ \ `\ \ \ G \ \ \ \ \ / 4 / I \ G G 1-1-1 1 ROSEMARY.00WAY 4 I �z LEGEND (Ij M o EXISTING PROPOSED U -- PROPERTY LINE EASEMENT LINE W D O r -i BITUMINOUS PAVEMENT C) 13 z ---------J O O L°__— °1 —J CONCRETE PAVEMENT U CURB LINE O 1 —>> STORM SEWER Of 3: --->--->— SANITARY SEWER w - ----- — WATER MAIN � LO ue UNDERGROUND ELECTRIC 20 N u9 UNDERGROUND GAS �I ut UNDERGROUND TELEPHONE z N ufo UNDERGROUND FIBER OPTIC 0 u ♦o o I x FENCE J 1 SEE SURVEY STORM CATCH BASIN I w H SEE SURVEY STORM MANHOLE SEE SURVEY STORM FLARED END SECTION 31 SEE SURVEY HYDRANT I SEE SURVEY GATE VALVE I SEE SURVEY OTHER SYMBOLS 1---------- WETLAND 1 I I I III I BENCHMARK I I I I I HEREBY CERTIFY THAT THIS PLAN, MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATION OR REPORT WAS GSID STATION #93822, NAMED 0215 AC PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM ELEVATION: 885.07 (NAVD 88) A DULY LICENSED PROFESSIONAL o I ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA I NAME: JOSEPH T RADACH PE o SITE PLAN NOTES SIGNATURE: x �� 1. SEE ARCHITECTURAL SITE PLAN A001 FOR ONSITE DIMENSIONS. ; DATE: 07/11/22 LIC #: 45889 o 2. ALL ONSITE CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. CURB AND GUTTER IN ROSEMARY WAY SHALL BE B618 UNLESS 1 OTHERWISE NOTED. I I I o 3. TYPICAL PARKING STALLS ARE 9' X 18'. HANDICAP PARKING STALLS ARE 8.5' X 18'. I 4. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS. 5. UNLESS OTHERWISE SHOWN IN THE PLANS, CONTRACTOR SHALL PROVIDE CONTROL JOINTS AND EXPANSION JOINTS IN SLAB ON m iGRADE, SIDEWALKS, AND DRIVES PER THE FOLLOWING REQUIREMENTS: o CONTROL JOINTS: WALKS @ 8' SPACING OTHERS @ 10' SPACING N I I N I SAWCUT CONTROL JOINTS MINIMUM % CONCRETE THICKNESS. I I EXPANSION JOINTS: WALKS @ 24' SPACING o OTHERS @ 40' SPACING °I II I a PROVIDE EXPANSION JOINT AT ALL POINTS WHERE A CHANGE O IN PAVEMENT THICKNESS OCCURS AND WHERE NEW w I PAVEMENT WILL MATCH EXISTING PAVEMENT. U) o cn DOWEL ALL EXPANSION JOINTS AT 24" SPACING MAX. I I SITE DATA _o cn o EXISTING ZONING: GB, GENERAL BUSINESS ni I Z PROPOSED ZONING: GB, GENERAL BUSINESS L LI PARCEL AREA: 68,482 SF I IMPERVIOUS AREA: z BUILDING: 12,027 SF 18% I II PAVEMENTS: 30,806 SF 45% ° TOTAL: 42,833 SF 63% I II PERVIOUS AREA: 25,649 SF 37% I I I I N PARKING SUMMARY I I I STANDARD STALLS: 47 HANDICAP STALLS: 2 1 PROOF STALLS: 12 TOTAL STALLS: 61 °IIII I I I I SIGNAGE AND PAVEMENT MARKING NOTES of II\ I I 1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND BACK OF CURB V II----- UNLESS OTHERWISE NOTED. \ J , `� II-- '-- 2. SIGNS SHALL INCLUDE HARDWARE, POST, FOOTING, CASING, AND ALL II �;I APPURTENANCES REQUIRED FOR TYPICAL INSTALLATION. ;I 3. PARKING LOT STRIPING AND PAVEMENT MARKINGS SHALL BE 4" SOLID 5 °II o o WHITE PAINT. ALL PAVEMENT LETTERING SHALL BE 12" HEIGHT. v 4. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE PER THE LATEST `2 ;I EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL oIl Da DEVICES (MMUTCD). x- - - 1 SIGN SCHEDULE ;I A. STOP SIGN: R1-1 (24" X 24") SEE ARCHITECTURAL SITE PLAN A001 FOR ONSITE SIGNAGE II I II II I V I I I � I I I o ; I I I =I I I I III I I I I II I I I I d I 0 15 30 60 I I I 1 I < SCALE IN FEET > C� G W G = � az� V a w Z � � N zc) N — IX O Q J a Q Z a� z ~ o = U-) a 0 M z LLI Z 0 a Lu W W z a v aF-LLI a o Z Z a H z N 062 � v� LLJ Y N O a 0 = w Z 0 O Of z SHEET NUMBER C2.1 9 41- _ 15" RCP FES IE 911.88 OCS 106 ° PLACE 3.5 CY n RE 915.00 G \ IE 912.00-15" N RIPRAP CL III IE 911.50-15" S _ - - \ \ 9 \ 24'-15" RCP CL.5 (SEE DETAIL) \ \ 9 \ \ - - - - � \ 9 \ @ 0.50% \ - 26-15" RCP CL.5 POND 100P @ 8.00% NWL = 912.0 \ \ 9 \\ \ \ 100 YR HWL = 914.6 IE 909.50 \ \ 9 9 G \\ 9\ \\G \\ \------ - - - - ------� \ G 9 \ \ \ 9\ \ o \ \ \G 9 \ \ 9 9 \ 9 \\ \ \ G 9 \\ \ G \ \ G \ \ \Gfl \ \ \ 9 \ G 9 \ \ \ 9 9 \ \ 9 �9 \ 9 \s \ \ 9 G \ \ 9 \ G \ \ 9 9 \ \ \ CB 105 RE 919.63 N N 0 0 r� 133'-15" RCP CL.5 CBMH 101 @ 0.90% RE 920.30 1 E 913.20-15" W IE 913.52 15" SE 77-15" PE L CBMH 102 RE 920.30 IE 913.98-15" NW IE 913.98-15" S r23'-15" PE @ 0.60% I CBMH 103 RE 921.00 IE 914.12-15" N IE 914.12-15" S IE 916.38-8" W 203'-15" PE @ 0.40% -�J _ I � I CBMH 104 RE 919.33.33 IE 914.93-15" N IE 915.10-12" W i� 1 1 H 1 1 H 1 1 f H 1 1 I I I I I I I I I I I I II I I I I I I I I li I I I I I I II I I I I II II I I I I I I I II I I I I I II I I I I I I I III I I� I I I I I I II III I I I I I I I II I I I I I II I I I I � I I I I it I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I XI I I I II I I II I I I I I � I I I I � I I I I I I I LEGEND EXISTING --J L-=-�-J Lie ug ut uf0 SEE SURVEY SEE SURVEY SEE SURVEY SEE SURVEY SEE SURVEY -_SEE SURVEY -- BENCHMARK PROPOSED F9 0 0 N PROPERTY LINE EASEMENT LINE BITUMINOUS PAVEMENT CONCRETE PAVEMENT CURB LINE STORM SEWER SANITARY SEWER WATER MAIN UNDERGROUND ELECTRIC UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND FIBER OPTIC FENCE STORM CATCH BASIN STORM MANHOLE STORM FLARED END SECTION HYDRANT GATE VALVE OTHER SYMBOLS WETLAND MINNESOTA DEPARTMENT OF TRANSPORTATION GSID STATION #93822, NAMED 0215 AC ELEVATION: 885.07 (NAVD 88) UTILITY PLAN NOTES 1. SANITARY SEWER, WATER MAIN, AND STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE CITY'S STANDARD DETAIL SPECIFICATIONS, CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS, AND THE MINNESOTA PLUMBING CODE. 2. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR ALL WATER MAIN AND FORCEMAIN. 3. FIRE HYDRANTS AND GATE VALVES SHALL BE IN ACCORDANCE WITH THE CITY'S REQUIREMENTS. 4. A MINIMUM OF 2.0 FEET OF VERTICAL SEPARATION SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS. 5. ALL WATER MAIN WORK AND TESTING SHALL BE COORDINATED WITH THE CITY'S PUBLIC WORKS DEPARTMENT. 6. ALL WATER MAIN MUST HAVE A CONDUCTIVITY TEST, HYDROSTATIC TEST, AND BACTERIA TEST BEFORE THE PROJECT IS COMPLETE AND TURNED ON. 7. FINAL BUILDING UTILITY SERVICES AND DOWNSPOUT LOCATIONS SHALL BE VERIFIED WITH ARCHITECTURAL AND PLUMBING PLANS. 8. LOCATING WIRES SHALL BE INSTALLED ON ALL NON-CONDUCTIVE STORM SEWER, SANITARY SEWER, AND WATER LINES IN ACCORDANCE WITH THE MINNESOTA RURAL WATER ASSOCIATION (MRWA) TRACE WIRE SPECIFICATION GUIDE AND DETAILS. 9. INSTALL METER BOX FRAME AND SOLID LID (NEENAH R-1914-A, OR APPROVED EQUAL) OVER ALL CLEANOUTS. STORM SEWER SCHEDULE STRUCTURE NO. SIZE NEENAH CASTING OR EQUAL CBMH 101 48" DIAMETER R-2577 CBMH 102 48" DIAMETER R-2577 CBMH 103 48" DIAMETER R-2577 CBMH 104 48" DIAMETER R-3067-VB CB 105 24" X 36" R-3067-VB OCS 106 48" DIAMETER SEE DETAIL 0 15 30 60 < SCALE IN FEET > Know what's below. Call before you dig. �z m o LO 0 N Z U z W O cl Z O Y Y O LL U U ` O Z O oM Z r- w >� E) (31, J W oo F- 1 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 NAME: JOSEPH T RADACH PE SIGNATURE:�- DATE: 07/11/22 LIC #: 45889 } m N N 0 LA.I Q 0 LU N 0 U) Z O > LU N M -ci +n %.6 lr_� W C � Q VLU Q z Z Z y Z N_ J � 0- Q Z ~ Oa_j Z Lo a O M LU LU Z O C� G LU W 0 w Q Z J a Q 0 Q y Qo^ N V ) z Z F J z oQw N 0� } a O = ao w Z 0 0 W Z SHEET NUMBER C3.1 0 v \ I w I c \ \ \ REINFORCED SPILLWAY TOPPBERM @ 916.0 I 9 c \ REDUNDANT SILT FENCE / (TYP) - -914 I I \ ADJACENT TO WETLAND (SEE DETAIL) • • • • • • • 1 .\ / _\ \ ,-4'-� /9 \ \ • • 916 // S 916 i I \ c • 912 • • / / I of I \ o • 911 908 \ '° � \c \ • • 906 \ •••• l IoI II \ 9 \ �\� \ 9 \� • - - - NWND 90�P0 \ ' • • • • / / SILT FENCE I 100 YR HWL = 914.6 \ • • • •' • • • • • • • / / (TYP)c::= 906 • • • • • • • % N 916 • • • • • • • • I 908 N- 918 / • • • • • • • • • • • • • • • o I \ \ 9 \------------------ -- --- -- �- 1 \ c \ � ---- - - 911 - - - - -- - -- < 920 • 1 1 I I \ 9 \ \ 9 \ ��� - - 922 - • II II I \ \ c \ 912 IoI \ \ 9 9 \ \ 2 .5 < 922 22.5 • II j 914 << I • I I \ \ 9 \ 916 x 21.7 c0� I • 978 -21.7 -- 20.3 x • II o1 \ I 7-- I • \ \ 9 22.2 °, ' 922 . ° ° • . 22. ° � � I • I II 1 I 3 22.3 • I °OObd 20.3 21.2 I • II \ 9 \ a 1E • j _ \ Q \ 9 \ 22.8 ^ 22.8. , 22.9 • 9 I I I c > 21.0 � I 1 I IIIII \ 9 \ n 2 .8 1 II \ \ \ \ c \ I ° I 11 910 \ 9 N I I 1 I I I \ 9 \ \ PROPOSED BUILDING \ \ \ \ 9 \ FFE = 923.0 • I I I I \ \ 9 \9 \ \ �2.2 ,\ ,p I \ \ \ 1 9 -•� .9 I I 011 I I 1 \ \ °o \ • I I \ c V \ • � 22.E I 1 I I ,o I \ ° °` I 1• I \ 1 I I •1 22.3--- - - - - -- -- -- -- \ -- --- - - - - -- - -- -- 22.3 I 922 U 922 21.1 1 91 22.5 °° R°° 22.5 \ T 22.3 T 21.5 T22.8 T22.8 \\ G21.8 n G21.5 \ \ 9 \ \ G 22.3 T 22.8 G 22.3 918 n z \ 9 G 22.8 \ o I I 1 \ \ \ \c 5 V 922 21.0 - w WI ° M 1 9 \ z I I I 1 c \ ° 9\ \\ 78\ I NW O� - 1 • I L\U III I \ 9 \ c \ \ w I`n n - • co ° / 1 I I \ \ 9 \ y I n 7T I \ \ 9 \ ROCK i ° � o - • co \ \ CONSTRUCTION NI o = I I I I I \ \\ 9 \ \ ENTRANCE `w `✓ I • I 1 \ I \ - I • TIP -OUT CURB n I � • o I II I I II II \ � � \ \ � I I (TYP - - -) 920 19.8 I - � • 1I I1 I I I \ \ o o \ \ 19.8 >>� � 20.6 0� 0.8°� 19.5 19.6 _ - t�2 SILT FENCE \ V�3'2.0 �2.0 .0 --------------- I (TYP) I � • °II I� li li • • • • • \ 29 0 2Q:. 21•.1 ' PVI 1+75 978 PVI 0+75 �� 'EL. 920.10_ � • • • 6 / • • • 920 ,o \ - - - -- `� - � �7592V.C.0 920 978 v- • II I �\ i � i . • STA. 6 00.00 CURVE • 9 \ y2 50' V.C. 920 � E75 i ---._ • 20' STA. 6+00.00 • 2.0 \ 9 \ / ) °; • • 0 21� PVI EL. 923.08 �II'------- • 9 9 I 2a6 I I zoz I I -92o I I e l I 92 I ;I •• SILT FENCE ROSEMARY WAY � °II II I • g20c 4+00 3+00 (TYP) +00 +oo I, o 0 • 6 g22 220 -I 9 21.7> > - >�- I - -�- - - - - � �`11 19.61 21. 9 21.0�>�>� 20.3 \ 20.5 v \5koo ,� V \ � � \� 0.70% 0.70% >-�0 0 I °II x - >� g� �1 >�> I ,{ - 1 X_ 920®• 9 d 0�70% OB70% it L-- 2rL . • • • • • I of •-----_ \ 7 0lo -- - - -- - - 0 � - 6 2 5 22 \ 920 920_ � v 918 976 -975- \ o I / 2 6 \\ u 9 \ \\ ,, 974 - 113 972 EXISTING POND 10P - 2 / / / • • n \ / 9 \ \\ 908 APPROVED 100 YR HWL = 17.)I I ° \ \ \ PROPOSED 100 YR H L = 18. n I ° 1"• 2 % g22 / / 92O • ' • 1 c \ 9 \\ \ \ 906 • 9 9 \ /\ 6, � o o rn I of I I • / • • • N \ 920 ° \ % \ /\ N c \ 906 1 I \ �� // \ \ 9oa • •••• �9 I \ \ \S \ \ \ \ \ \\ 912 I I �'\� ' • r• • • �' 20. 1 11 \ \ \ \ \\ 914 I it 1 END CONSTRUCTION \ 1 \ \ \ \ \ STA. 6+64.62 \ \ \ I V 9 ELEV.922.62 976 \ 9 c ------915------ 1 I \ \ \ 9 \ \ %% \ / I (I /�/ LEGEND EXISTING PROPOSED -- PROPERTY LINE ------ ------ EASEMENT LINE L _j BITUMINOUS PAVEMENT L CONCRETE PAVEMENT ------____- CURB LINE -->> » STORM SEWER --->--->- > SANITARY SEWER ----- - I WATER MAIN ue UNDERGROUND ELECTRIC J9 UNDERGROUND GAS ut UNDERGROUND TELEPHONE ufo UNDERGROUND FIBER OPTIC x x FENCE SEE SURVEY ® ® STORM CATCH BASIN SEE SURVEY STORM MANHOLE SEE SURVEY STORM FLARED END SECTION Y SEE SURVEY HYDRANT SEE SURVEY GATE VALVE SEE SURVEY OTHER SYMBOLS ---------- WETLAND 920 920 10' CONTOUR - - 918 - - 978 2' CONTOUR 00.0 00.0 SPOT ELEVATION E--- x IE x (CURB ELEVATIONS ARE TO GUTTER LINE) • • • • • • - SILT FENCE ,- RIPRAP BENCHMARK MINNESOTA DEPARTMENT OF TRANSPORTATION GSID STATION #93822, NAMED 0215 AC ELEVATION: 885.07 (NAVD 88) GOVERNING SPECIFICATIONS 1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND THE CITY OF LINO LAKES SPECIFICATIONS. 2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). 3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS. GRADING NOTES 1. VEHICLE TRACKING REDUCTION DEVICE, SILT FENCE, AND EXISTING CATCH BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR VARIATIONS FROM THE PLAN. 3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, SEEDED OR LANDSCAPED. 4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDARS DAYS AFTER LAND -DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED. 5. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE MNDOT CATA EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL. 6. STOCKPILES SHALL BE STABILIZED WITHIN 7 DAYS OF ROUGH GRADING OR INACTIVITY. 1441.4 0 15 30 60 < SCALE IN FEET > Know what's below. Call before you dig. M � O Lo U U-)o Z U O z 00 ILL U O O 1_ w - w L0 H N N zo z r_ = N LU > �o +0 p, J �w w H 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 NAME: JOSEPH T RADACH PE SIGNATURE:�- DATE: 07/11/22 LIC #: 45889 Z O LU = N M zi UP 'I I-� w z O C� G = W 0 � Q Z V LU L0 Lo Q z Z N < z J ZC/) N a ~ <o Z O<� _ +n a 0 LLI Z a 2 w W =) 0 W < V a o Q F_ Z N N Z Z °6 2 �cj� NLLJ Y � J O<O 2 w Z J 0 O Of Z SHEET NUMBER C4.1 YLAU RR create + solve + advise W i RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com Q 2022 RYLAUR, LLC PROJECT INFORMATION: NEW HORIZON ACADEMY ROSEMARY WAY & 24TH AVE LINO LAKES, MN CLIENT INFORMATION: NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 A. PETER HILGER #15862 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota le i 0 ICENSED RCHITECT 00 15862 F M1N Drawing Date: 07.11.2022 O+OC --� Drawing History/Revisions: Project Architect: A. PETER HILGER, AIA Drawn By: Checked By: VJH APH SHEET TITLE: ARCHITECTURAL SITE PLAN ARCHITECTURAL SITE PLAN SCALE: 1" = 20'-0" 4 Sheet No.: A001 YLAU RR create + solve + advise SEE 3/A003 FOR GATE HARDWARE GRADE SEE SHEET A001 FOR FENCE LOCA' SHOWN AS PLAY YARD FENCE SCALE: 1/2" = 1'-0" ILLUMINATE YELLOW HALF ROUND SUN (Color = Yellow) 00 II N � I Cl) 3'-11 " EXTERIOR BUILDING SIGN SCALE: 1/2" = V-0" 6'-0" & 8'-0" O.C. 8'-3" 17'-11" v 17/-" RAIL 'OST t5 CKET ILLUMINATED BLUE CHANNEL LETTERS (Color = SW 6811 or sim. equal) EW D SEE 6/A200 ---------------------� iv FOR SIGN COLOR A D INFORMATION L -- - - - - yE BLACK CABINE INTERNALLY IL SIGN FACE BY VENDOR- 32 SF x Both Sil CAST STONE STONE VENEE SOUTHERN LEDGESTONE "CHARDONNA` BY CULTURED GRADE CONC. BLOCK FOUNDATION I CONC. FOOTIf kRCHITECTURP 1/Anni FnR i nc MONUMENT SIGN ELEVATION & SECTION Approx. 34 Sq Ft Quantity = 4 (1) each building side V-8" �TREX SECLUSIC COMPOST' FENCE Gi PANELS (1 3/4" this GRADE TRASH ENCLOSURE GATE SCALE: 1/2" = V-0" 5-0" high BLACK METAL PICKET FENCE SEE 1/A002 8 A200 6'-0" high TREXFENCE SINGLE GATE SEE 4/A002 0 CD 4'-4" 4'-0" Clear Opening Width 10'-0" Clear Opening Width 9 A200 15-0" 6'-4" CONC. APRON (See 1/A001) r OUTDOOR STORAGE 102 Sf 00 r` CONC. SLAB 13'-4" C!l�:3Y IT ITRASH ENCLOSURE 151 Sf CONC. SLAB Id 10'-0" 4'-4" 10'-2" , 6'-0" high CONC. APRON SEE 6/A002 TREX FENCE (See 1/A001) FOR ROOF PLAN DOUBLE GATE 10 LAYOUT SEE 4/A002 A200 OUTDOOR STORAGE & TRASH BUILDING PLAN N N 7 A200 N Tapered Insulation for _ 1/4" per Foot Minimum Slope SEE 5/A002 FOR FLOOR PLAN LAYOUT 15-0" OPEN TO TRASH ENCLOSURE LOW T/PARAPET 10'-5" (4-Sides) METAL DOWNSPOUT OUTLET TO LANDSCAPE GRADE T/PARAPET 6'-11 " (3-Sides) RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com (D 2022 RYLAUR, LLC PROJECT INFORMATION: NEW HORIZON ACADEMY ROSEMARY WAY & 24TH AVE LINO LAKES, MN CLIENT INFORMATION: NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 A. PETER HILGER #15862 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota ICENSED o RCHITECT 15862 �Q O N�cJ�� � F M1N Drawing Date: 07.11.2022 Drawing History/Revisions: Project Architect: A. PETER HILGER, AIA Drawn By: Checked By: VJH APH SHEET TITLE: SITE DETAILS �j OUTDOOR STORAGE BUILDING ROOF PLAN SheetNo.:AOO2 SCALE: 1/4" = V-0" SCALE: 1/2" = 1'-0" SCALE: 1/4" = V-0" a N 132'-4" 1 A201 ARCHITECTURAL SITE PLAN KEYNOTES OUTILITY CHASE: INTERIOR CHASE FOR INTERNAL ROOF DRAIN PIPING AS NEEDED O FIRE DEPARTMENT LOCKBOX: INSTALL ON WEST SIDE OF EAST ENTRANCE PILLAR. MOUNT 48" min. to 60" max. ABOVE PAVEMENT. MODEL R3-RECESSED BY DAMA COMPANY. O ACCESSIBLE ACCESS AISLE: 8'-0" wide STRIPPED HANDICAP PARKING ACCESS AISLE AND SIDEWALK ACCESS - SEE SITE PLAN ON A001 O HANDICAP PARKING SIGN: INSTALL PARKING SIGN AT HEAD OF STALL ON BOLLARD SEE 4/A003. QUANTITY =2 O STEEL BOLLARD: INSTALL STEEL BOLLARDS AS SHOWN IN PARKING STALL ADJACENT TO HC PARKING STALLS. QUANTITY = 4 TOTAL ODOWNSPOUT: METAL DOWNSPOUT PER PLAN O CONC. APRON: INSTALL CONC. PAVEMENT APRON IN FRONT OF TRASH ENCLOSURE BUILDING. SEE 1/A001 & 5/A002 O LOADING ZONE STRIPPING: PAVEMENT TO BE STRIPED IN VICINITY OF TRASH ENCLOSURE AS SHOWN ON 1/A001 OFIRE DEPARTMENT SIAMESE CONNECTION: 1 O CT CABINET & ELECTRICAL METER: WALL MOUNTED CT CABINET & METER LOCATION. PAINT TO MATCH ADJACENT WALL COLOR. 11 FIRE SPRINKLER / UTILITY ROOM: EXTERIOR UTILITY ROOM DOOR TO BE PAINTED TO MATCH ADJACENT WALL COLOR & TO HAVE "FIRE SPRINKLER ROOM" ON EXTERIOR OF DR 12 LANDSCAPE PLANTING AREA: FOUNDATION LANDSCAPE PLANTING AREA. SEE LANDSCAPE PLAN 13 PERIMETER SIDEWALK: CONC. SIDEWALK AROUND BUILDING AS SHOWN ON 1/A001 14 PLAY YARD HARDSCAPE: CONC. SIDEWALK AREA INSIDE CHILD PLAY YARD 15 TRASH & OUTDOOR STORAGE BLDG: PLAY YARD STORAGE BUILDING & TRASH RECEPTACLE ENCLOSURE. SEE 5/A002 16 PLAY YARD FENCE: BLACK 5'-0" tall METAL PICKET FENCE ENCLOSING PLAY YARDS SEE 1/A002 FOR FENCE DETAIL. SEE 3/A003 FOR GATE INFO. SHOWN BLUE ON 1/A001 17 EXTERIOR WALL LIGHTING: DOWNCASTING LED WALL PACK SURFACE MOUNTED FIXTURE ON EXTERIOR BUILDING FACADE. SEE SHEET A200 & PHOTOMETRIC PLANS 1 8 STEEL BOLLARD: INSTALL STEEL BOLLARD EACH SIDE OF TRASH ENCLOSURE GATE SEE 5/A002. QUANTITY = 2 1 9 STOOP: INSTALL CONC. STOOP AT ALL EXTERIOR DOORS )CAPE YL U R R create + solve + advise RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com Q 2022 RYLAUR, LLC PROJECT INFORMATION: NEW HORIZON ACADEMY ROSEMARY WAY & 24TH AVE LINO LAKES, MN CLIENT INFORMATION: NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 A. PETER HILGER #15862 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota a® 00 ICENSED RCHITECT 15862 �Q �7j� O N�cJ�� � F M1N Drawing Date: 07.11.2022 Drawing History/Revisions: Project Architect: A. PETER HILGER, AIA Drawn By: Checked By: VJH APH SHEET TITLE: FLOOR PLAN FLOOR PLAN SCALE: 1/8" = V-0" 12,027 SF Sheet No.: Al 01 O STONE VENEER Chardonnay 3 13 LAP SIDING + CORNICE 17 Adaptive Shade 6 ACCENT BAND 9 DD 7 7 Honorable Blue 4 METAL COPING 15 Dark Bronze EXTERIOR MATERIALS PALETTE SCALE: 1/8" = 1'-0" WEST SIDE ELEVATION 5 BOARD & BATTEN 16 Winter Walk 14 METAL COPING White 12 TREX FENCING TRASH GATE Woodland Brown 11 PLAY YARD FENCE Metal Picket, Black 22'-6" r, EAST SIDE ELEVATION SCALE: 1/8" = 1'-0" " / SCALE: 1/8" = 1'-0" NORTH REAR ELEVATION SCALE: 1/8" = 1'-0" 22'-6" 111, 22'-6" r, YELLOW HALF ROUND SUN BLUE CHANNEL LETTERS (Color = Yellow) (Color = SW 6811 or sim. equal) SEE 2/A002 NEW HORIZON FOR ADDITIONAL ACADEMY SIGN INFORMATION 6 EXTERIOR BUILDING SIGNAGE - APPROX. 34 Sq Ft SCALE: 3/8" = 1'-0" 7 EAST SIDE ELEVATION SCALE: 1/8" = 9)NORTH REAR ELEVATION SCALE: 1/8" = 1'-0" LAU R 01 cr*at* + solve{ + adviso RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com QQ 2022 RYLAUR, LLC PROJECT INFORMATION: NEW HORIZON ACADEMY ROSEMARY WAY & 24TH AVE LINO LAKES, MN CLIENT INFORMATION: NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 A. PETER HILGER #15862 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota ICENSED RCHITECT 15862 Q op:*M1IL IL NN ®A� Drawing Date: 07.11.2022 Drawing History/Revisions: Project Architect: A. PETER HILGER, AIA Drawn By: Checked By: VJH APH SHEET TITLE: COLORED EXTERIOR ELEVATIONS AND MATERIAL PALETTE SOUTH FRONT ELEVATION SCALE: 1/8" = 1'-0" $ WEST SI��ELEVATIOSCALE: 1/8" = 1 10 SOU�JTH FRONT ELEVATION SCALE: = 1'-0" Sheet No.: A200 YLAU RR create + solve + advise C i � REAR NORTH ELEVATION SCALE: 1/8" = V-0" WEST SIDE TRASH STOREAGE ELEVATION SCALE: 1/8" = V-0" 14 T/ TRASH WALL 106'-11" IE� I! 1 SCUPPER 14 OPNG 16 T/PARAPET 110'-5" 3 T/STONE 102'-8" METAL DOWNPSOUT TO MATCH SIDING COLOR EAST SIDE TRASH STOREAGE ELEVATION SCALE: 1/8" = V-0" / VVL%71 %71VL LLLV/-%I IVIV I\J SCALE: 1/8" = V-0" C 5) EAST SIDE ELEVATION SCALE: 1/8" = 1'-0" EXTERIOR MATERIAL LEGEND SEE SHEET A200 FOR COLORED EXTERIOR ELEVATIONS & MATERIAL PALETTE Tag Building Material Percentage CULTURED STONE VENEER- SOUTHERN LEDGESTONE 19.5% O1 COLOR CHARDONNAY OCOLOR: PRECAST CAPSTONE - COLUMN PILLAR CAP & WINDOW SILL LIMESTONE 1.5% LAP SIDING - JAMES HARDIE 5" EXPOSURE OHORIZONTAL 3 COLOR: ADAPTIVE SHADE SHERWIN WILLIAMS SW 7053 17.5% O ALUMINUM STOREFRONT- Glazing = 20.25% COLOR: DARK BRONZE Alum Frame = 1.25% OVERTICAL BOARD & BATTEN SIDING - JAMES HARDIE 24.5% COLOR: SHERWIN WILLIAMS SW 9628 WINTER WALK OHORIZONTAL ACCENT BAND - METAL 4.0% COLOR: HONORABLE BLUE SW 6811 OSQUARE MEDALLION TILES - METAL .05% COLOR: HONORABLE BLUE SW 6811 O8 ILLUMINATED EXTERIOR WALL SIGNAGE QUANTITY (4) 1.5% CHANNEL LETTERS AND SUN LOGO = 34 sf - SEE 2/AO02 OEXPOSED TUBE STEEL CANOPY POST .10% COLOR: HONORABLE BLUE SW 6811 - QUANTITY (2) 10 EXTERIOR WALL PACK LIGHTS .05% SEE PHOTOMETRICS - QUANTITY (12) 11 N/A PLAY YARD FENCE- 60" high BLACK METAL PICKET - SEE VA002 TRASH ENCLOSURE GATE - TREX FENCING 12 COLOR: WOODLAND BROWN - SEE 4/AO02 .10% 13 HOLLOW METAL DBL DRS - OUTDR STORAGE BLDG, .60% COLOR: ADAPTIVE SHADE SW 7053 14 PREFIN. METAL COPING - PARAPET 3.0% COLOR: WHITE 15 PREFIN. METAL COPING - PARAPET 1.0% COLOR: DARK BRONZE 16 CORNICE - JAMES HARDIE 2.75% COLOR: WINTER PARK SW 9628 17 CORNICE - JAMES HARDIE 1.0% COLOR: ADAPTIVE SHADE SW 7053 RYLAUR, LLC 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com Q 2022 RYLAUR, LLC PROJECT INFORMATION: NEW HORIZON ACADEMY ROSEMARY WAY & 24TH AVE LINO LAKES, MN CLIENT INFORMATION: NEW HORIZON ACADEMY 3405 ANNAPOLIS LANE N. PLYMOUTH, MN 55447 A. PETER HILGER #15862 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota 4 PRCHITECT ENSEDso 10 15862 �Q F M1N Drawing Date: 07.11.2022 Drawing History/Revisions: Project Architect: A. PETER HILGER, AIA Drawn By: Checked By: VJH APH SHEET TITLE: EXTERIOR ELEVATIONS Sheet No.: A201 CITY OF LINO LAKES RESOLUTION NO. 22-97 APPROVING BELLAND FARMS SECOND ADDITION PRELIMINARY PLAT WHEREAS, the City received a land use application for Belland Farms Second Addition preliminary plat for hereafter referred to as "Development"; and WHEREAS, City staff completed a review of the Development based on the following: • Summary Report prepared by Rylaur dated July 11, 2022 • Belland Farms Second Addition Preliminary Plat Plan Set prepared by EG Rud & Sons, Inc. dated July 8, 2022 • Site Construction Plans for New Horizons Academy prepared by Contour Civil Design dated July 11, 2022 • New Horizon Academy Architectural Plans prepared by Rylaur dated July 11, 2022 • Landscape Plan prepared by Carmen Simonet Design, LLC dated July 11, 2022 • Stormwater Management Report prepared by Contour Civil Design dated July 11, 2022 • Traffic Analysis Memorandum prepared by SSTS Traffic Solutions dated June 28, 2022; and WHEREAS, a public hearing was held before the Planning & Zoning Board on August 10, 2022 and the Board recommended approval of the preliminary plat with a 5-0 vote. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby makes the following: 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 may be deemed premature should any of the following conditions not be met. (a) Consistency with the Comprehensive Plan. Including any of the following: l . 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. Belland Farms Second Addition is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities. The development is also consistent with the local water management plan, capital improvement plans and growth management policies. (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. Belland Farms Second Addition is consistent with infill policies. The development is within the current Utility Staging Area IA (2018-2025). The cost of utility and public street extension is being privately financed by the developer. The cost, operation and maintenance of the utility system are consistent with the normal costs projected by the water and sanitary system plans. 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 I-35W/Lake Drive or I-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. Belland Farms Second Addition meets the requirements for level of service (LOS). The I-35E Corridor A UAR and Traffic Analysis Memorandum prepared by SSTS Traffic Solutions dated June 28, 2022 analyzed traffic impacts for commercial development of this entire corridor. The proposed commercial day care facility with the AUAR Land Use Scenarios for commercial development. CSAH 14 (Main Street) is an A Minor Arterial Connector road and has structural capacity to handle the traffic volume of the commercial development. The proposed Level of Service does not degrade by more than one (1) LOS; therefore, the development is not considered premature and the traffic generated by the development is within the capabilities of the City's road system. 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. Belland Farms Second Addition will have an adequate water supply. The commercial day care facility will be municipally served by a 12 " watermain located along Rosemary Way. The water supply system has capacity for the proposed development. (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. 3 Belland Farms Second Addition will be served with an adequate waste disposal system. The development will be municipally served by a 2 7 " sanitary sewer main along Rosemary Way. The development is located in Utility Staging Area IA (2018-2025) and Sanitary District 5 (Sub - District 5A). Sanitary flows from this district are conveyed to the southeast, discharging into the MCES Lino Lakes Relief Interceptor located at the intersection of CSAH 14 and 24`h Avenue. The sanitary sewer system has capacity to accommodate the commercial day care facility. BE IT FURTHER RESOLVED by the City Council of The City of Lino Lakes hereby establishes that Belland Farms Second Addition is not a premature subdivision; and BE IT FURTHER RESOLVED by The City Council of The City of Lino Lakes hereby approves the preliminary plat for Belland Farms Second Addition subject to the following conditions: 1. A Land Use Application and submittals are required for final plat after City Council approval of preliminary plat. 2. A Declaration for Maintenance of Stormwater Facilities related to the private storm sewer shall be recorded related to the final plat. 3. A Development Agreement and securities related to the final plat shall be required. BE IT FURTHER RESOLVED by The City Council of The City of Lino Lakes hereby approves the Development subject to the following comments being addressed at the time of final plat submittal: 1. All comments from the City Engineer memos dated August 3, 2022 shall be addressed. 2. All comments from the Environmental Coordinator memo dated August 1, 2022 shall be addressed. 3. Sheets 1 and 2, Certificate of Survey and Preliminary Plat: a. The preliminary plat is not consistent with the approved Belland Farms preliminary plat. i. Rosemary Way street right-of-way shall extend to the west lot line on the preliminary plat. ii. Lot 3 shall be shown on the preliminary plat to the west of Lot 2. b. The preliminary plat shall plat the balance of the site into lots consistent with Sheet 5, Ghost Plat. c. An additional seven (7) ft of road right-of-way is required along 24th Avenue 4. A separate plan set shall be submitted for the public street and utility improvements related to Belland Farms Second Addition and Rosemary Way. 5. The property lines on all plan sheets shall be shown as a solid line. 6. A 5ft wide sidewalk shall be installed along both the north and south side of Rosemary Way and terminate at the end of the street construction 7. Sheet C3.1, Utility Plan: a. The existing municipal utilities shall be labeled. b. Public utilities shall be extended north along 24th Avenue to the north lot line to service future development. Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Lyden and was duly seconded by Councilmember Cavegn and upon vote being taken thereon, the following voted in favor thereof Lyden, Cavegn, Stoesz, Rafferty The following voted against same: None (Absent - Ruhland) Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk CITY OF LINO LAKES RESOLUTION NO. 22-98 APPROVING NEW HORIZON ACADEMY CONDITIONAL USE PERMIT FOR COMMERCIAL DAY CARE FACILITY WHEREAS, the City received a land use application for a conditional use permit for New Horizon Academy commercial day care facility and hereafter referred to as "Development"; and WHEREAS, the property is zoned GB, General Business and allows for a commercial day care facility with a conditional use permit; and WHEREAS, the legal description of the property will be Lot 1, Block 1, Belland Farms Second Addition after recording of the final plat; and WHEREAS, City staff has completed a review of the land use application based on the following plans: • Summary Report prepared by Rylaur dated July 11, 2022 • Belland Farms Second Addition Preliminary Plat Plan Set prepared by EG Rud & Sons, Inc. dated July 8, 2022 • Site Construction Plans for New Horizons Academy prepared by Contour Civil Design dated July 11, 2022 • New Horizon Academy Architectural Plans prepared by Rylaur dated July 11, 2022 • Landscape Plan prepared by Carmen Simonet Design, LLC dated July 11, 2022 • Stormwater Management Report prepared by Contour Civil Design dated July 11, 2022 • Traffic Analysis Memorandum prepared by SSTS Traffic Solutions dated June 28, 2022; and WHEREAS, a public hearing was held before the Planning & Zoning Board on August 10, 2022 and the Board recommended approval of the conditional use permit with a 5-0 vote. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby makes the following findings: FINDINGS OF FACT 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. New Horizon Academy is consistent with the official City Comprehensive Plan. The parcel is guided commercial and a day care facility is consistent with that land use. The development is also consistent with the goals and policies of the comprehensive plan in regards to resource management, transportation, utilities and local water management plan. 2. The proposed development application is compatible with present and future land uses of the area. New Horizon Academy is compatible with present and future land uses of the area. Land uses surrounding the subject site are guided for commercial and residential development. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. New Horizon Academy conforms to performance standards with only minor revisions required as detailed in the September 12, 2022 Council staff report. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. 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. b. 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. c. 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. d. 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. e. 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. f. 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. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-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 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. h. The City does not relinquish any rights of local determination. Traffic generated by the New Horizon Academy is within the capabilities of the City. The development does not change the level of service of the surrounding intersections. The road system has capacity to handle the traffic volumes created by the development and local roads will not be negatively impacted. 5. The proposed development shall be served with adequate and safe water supply. New Horizon Academy will have an adequate water supply. The commercial day care facility will be municipally served by a 12 " watermain located along Rosemary Way. The water supply system has capacity for the proposed development. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. New Horizon Academy will be served with an adequate waste disposal system. The development will be municipally served by a 2 7 " sanitary sewer main along Rosemary Way. The development is located in Utility Staging Area IA (2018-2025) and Sanitary District 5 (Sub -District 5A). Sanitary flows from this district are conveyed to the southeast, discharging into the MCES Lino Lakes Relief Interceptor located at the intersection of CSAH 14 and 24`h Avenue. The sanitary sewer system has capacity to accommodate the commercial day care facility. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No City funds are being expended on this project. 8. The proposed development 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. New Horizon Academy is an allowed use in the GB, General Business District with an approved conditional use permit. The project will not generate excessive traffic, noise, smoke, fumes, glare or odors. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no natural, scenic or historic features on the existing site. BE IT FURTHER RESOLVED by The City Council of Lino Lakes in addition to the administrative requirements of a conditional use permit, the following specific performance standards of City Code Section 1007.112 (8) are also met: (d) Commercial day care facilities provided that: 1. All requirements of the Minnesota Department of Health and Human Services, as may be amended, are satisfactorily met and the structure and operation is licensed accordingly. New Horizon Academy shall be responsible for obtaining all required State and County licenses. 2. Screening is provided along all shared property lines. Such required fencing and screening shall be in compliance with the applicable provisions of § 1007.043 (17) of this Ordinance. Landscaping and screening is provided along all shared property lines as well as the east lot line across from residential uses. 3. Adequate off-street parking is provided in a location separated from any outdoor play area(s). Adequate off-street parking is provided and is separated from any outdoor play areas. BE IT FURTHER RESOLVED by The City Council of the City of Lino Lakes hereby approves the conditional use permit for a commercial daycare facility for New Horizon Academy subject to the following conditions: 1. Separate sign permit applications are required for all permanent monument/pylon and wall signage. 2. Separate sign permit applications are required for all temporary signage. 3. A shared driveway agreement and exhibit is required detailing private maintenance responsibilities of the driveway, landscaped parking lot median, island landscaping, lighting, and other related appurtenances. 4. A Site Improvement Performance Agreement related to the New Horizon Academy facility shall be executed. 5. A Declaration for Maintenance of Stormwater Facilities related to private storm sewer shall be recorded. 6. A Parking Deferment Agreement shall be recorded. BE IT FURTHER RESOLVED by the City Council of the City of Lino Lakes hereby approves the conditional use permit subject to the following requirements being addressed prior to issuance of a building permit: 1. All comments from the City Engineer memos for Belland Farms Second Addition and New Horizon Academy dated August 3, 2022 shall be addressed. 2. All comments from the Environmental Coordinator memo dated August 1, 2022 shall be addressed. 3. A separate plan set shall be submitted for the private site improvements related to New Horizon Academy. 4. The property lines on all plan sheets shall be shown as a solid line. 5. A draft shared driveway agreement and exhibit shall be submitted for City review and comment prior to recording. 6. Sheet SL2.0, Photometric Plan: a. Foot candles shall not exceed 0.4 onto adjacent property north of the shared driveway. Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Lyden and was duly seconded by Councilmember Cavegn and upon vote being taken thereon, the following voted in favor thereof. Lyden, Cavegn, Stoesz, Rafferty The following voted against same: None (Absent - Ruhland) Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk CITY OF LINO LAKES RESOLUTION NO. 22-99 RESOLUTION APPROVING NEW HORIZON ACADEMY SITE IMPROVEMENT PERFORMANCE AGREEMENT WHEREAS, the City has completed review of the site and building plans for New Horizon Academy; and WHEREAS, the legal description of the property will be Lot 1, Block 1, Belland Farms Second Addition after recording of the final plat; and WHEREAS, City Code Section 1007.020(5)(d) requires the execution of a site performance agreement prior to issuance of a building permit. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes that the Site Improvement Performance Agreement between the City of Lino Lakes and New Horizon Real Estate Development 6, LLP is hereby approved and the Mayor and City Clerk are authorized to execute such agreements on behalf of the City. Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Lyden and was duly seconded by Councilmember Cavegn and upon vote being taken thereon, the following voted in favor thereof: Lyden, Cavegn, Stoesz, Rafferty The following voted against same: None (Absent - Ruhland) Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk CITY OF LINO LAKES, MINNESOTA SITE IMPROVEMENT PERFORMANCE AGREEMENT THIS AGREEMENT made this day of , 2022, is by and between the City of Lino Lakes, a municipal corporation organized under the laws of the State of Minnesota, and New Horizon Real Estate Development 6, LLP (3405 Annapolis Lane Suite 100, Plymouth, MN 55447) ("Developer"). WHEREAS, the Developer has received approval of Site Development Plans, hereinafter called the "Plans", by the City of Lino Lakes on the day of , 2022, and in accordance with the Plans all of which are made a part hereof by reference. In consideration of such approval, the Developer, its successors and assigns, does covenant and agree to perform the work as set forth in the Plans, in the aforesaid approval, and as hereinafter set forth upon the real estate (hereinafter referred to as "Property") described as follows: Lot 1, Block 1, Belland Farms 2" d Addition NOW, THEREFORE, in consideration of the mutual promises of the parties made herein, IT IS AGREED BY AND BETWEEN THE PARTIES HERETO: DESIGNATION OF IMPROVEMENTS. A. Improvements on the project site to be installed at the Developer's expense by the Developer as hereinafter provided are hereinafter referred to as "On -site Work". B. Improvements off the project site to be installed at the Developer's expense, if any, by the Developer as hereinafter provided are hereinafter referred to as "Off -Site Work". C. Developer shall enter into a Declaration for Maintenance of Stormwater Facilities. II. ON -SITE WORK. A. On -Site Work. The On -Site Work shall consist of the improvements described in the approved Plans, to include any approved subsequent amendments, and shall be in compliance with all applicable statutes, codes and ordinances of the City. The On -Site Work includes all on -site exterior amenities as shown on the approved Plans and as required by the plan approval, such as, but not limited to: landscaping, private driveways, parking areas, sanitary sewer extension, water system extension, storm drainage systems, curbing, lighting, fencing, fire lanes, sidewalks, exterior New Horizon Academy Site Performance Agreement page 1 of 11 building architectural design and building elements, site grading and erosion control measures. Such improvements shall be completed in accordance with Section IV herein. B. Cost Estimates. The Developer shall provide the City with a written estimate of all applicable costs of the On -Site Work, itemized by type; the estimates shall be based upon the actual estimates provided by the contractors who are to do the Work. Said cost estimates shall be reviewed by the City, and the City shall establish the actual amount of the financial guarantee. The description and estimated cost of Developer's On -Site Work are as follows: Description of Improvements Estimated Costs 1. Lighting $ 15,000.00 2. Fences / Screen Structures $ 32,000.00 3. Trash Disposal Structures $ 15,000.00 4. Curbing / Islands / Delineators $ 18,000.00 5 Storm Drainage Systems / Sewers / Catch Basins / $ 52,000.00 Culverts / Swales 6. Public Trails and / or Sidewalk $ 9,000.00 7. Private Trials and / or Sidewalk $ 45,000.00 8. Driveway / Curb cut / Parking Lot / Fire Lane $ 84,000.00 9. Water mains / Hydrants / Sanitary Sewers $ 33,000.00 10. Landscaping $ 50,000.00 11. Site Grading $ 120,000.00 12. Erosion Control $ 15,000.00 Total Estimated Cost of Developer Improvements $ 488,000.00 Security Requirement (Total * 35%) $ 170,800.00 III. DEVELOPER FEES. A. Trunk Sanitary Sewer Connection Fees The City established trunk utility connection fees to uniformly distribute the costs of public trunk sanitary sewer infrastructure. The Trunk Utility Connection Fee consists of two components; a Trunk Charge and an Availability Charge. Trunk Charge New Horizon Academy Site Performance Agreement page 2 of 11 The trunk charge shall be paid at the time of subdivision approval or at the time of hook-up, whichever is first. The Sanitary Sewer Trunk Charge is $1,630.00 per unit. CommerciaVIndustrial/Institutional (CII) trunk charges are based on a factor of 2.92 units per acre. 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/IndustriaVInstitutional 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). City Sewer (CSAC) $1,525.00 Per SAC Unit Trunk sewer unit charges addressed under this paragraph are in addition to any SAC charges imposed by Metropolitan Council Environmental Services. B. Trunk Water Connection Fees The City established trunk utility connection fees to uniformly distribute the costs of public trunk water infrastructure. The Trunk Utility Connection Fee consists of two components; a Trunk Charge and an Availability Charge. Trunk Charge The trunk charge shall be paid at the time of subdivision approval or at the time of hook-up, whichever is first. The Water Trunk Charge is $2,341.00 per unit. CommerciaVIndustriaVInstitutional (CII) trunk charges are based on a factor of 2.92 units per acre. 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/IndustriaVInstitutional 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). City Water (CWAC) $1,473.00 Per SAC Unit. C. Surface Water Management Area Charges New Horizon Academy Site Performance Agreement page 3 of 11 The City established a trunk area charge to uniformly distribute the costs of public trunk surface water infrastructure and water quality improvements. The Surface Water Management Charge shall be based on developable acreage. Acres 1. Sanitary Sewer Trunk Unit Fee ($1,630/unit; 2.92 units/Acre) $0* 2. City Sewer Availability Fee ($1,525/SAC Unit) TBD** 3. Water Trunk Unit Fee ($2,341/unit; 2.92 units/Acre) $0* 4. City Water Availability Fee ($1,473/SAC Unit) TBD** 5. City Surface Water Management Fee $0* Total Estimated (Budget) Developer Fees $ *Paid with Belland Farms 2nd Addition Development Agreement **Paid at the time of Building Permit based on MCES unit determination D. Metropolitan Council Environmental Services (MCES) Sewer Availability Charges (SAC) are in addition to the fees referenced above and shall be determined by MCES, and shall be paid with the Building Permit. IV. RECORD DRAWINGS. a. Upon project completion, Developer shall submit record drawings, in electronic format, of all public and private infrastructure improvements, including grading, sanitary sewer, water main, storm sewer facilities, and roads, constructed by Developer. The as -built survey must include, but is not limited to, proposed and final contours with adequate elevation shots to show conformance, property irons (to be exposed in field), low floor and low opening elevations, and the 100-Year High Water Level (HWL) of all ponds, lakes, and wetland areas. The files shall be drawn in Anoka County NAD 83 Coordinate system and provided in both AutoCAD .dwg and Adobe .pdf file formats. The plans shall include accurate locations, dimensions, elevations, grades, slopes and all other pertinent information concerning the complete work. The Developer shall also submit certified compaction testing results for the site grading operations. b. A summary of the record plan attribute data for the storm sewer, water main, and sanitary sewer structures and pipes shall be submitted in the form of an Excel Spreadsheet as provided by the City Engineer. c. No securities will be fully released until all record drawings have been submitted and accepted by the City Engineer. V. COMPLETION DATE. New Horizon Academy Site Performance Agreement page 4 of 11 If the activities authorized by site and building plan approval are not initiated within twelve (12) months from the final execution of this agreement, then Developer will need to start the site and building plan approval process from the beginning. VI. GUARANTEE. A. The Developer will fully and faithfully comply with all terms and conditions of any and all contracts entered into by the Developer. Concurrently with the execution hereof by the Developer, the Developer will furnish to, and at all times thereafter maintain with the City, a cash deposit, certified check, or Irrevocable Letter of Credit, based on thirty- five (35%) percent of the total estimated cost of Developer's On -site Work. An Irrevocable Letter of Credit shall be for the exclusive use and benefit of the City of Lino Lakes and shall state thereon that the same is issued to guarantee and assure performance by the Developer of all the terms and conditions of this Development Contract, construction of all required improvements in accordance with the ordinances and specifications of the City and guarantees the workmanship and materials for the landscape improvements for a period of one year following the City's acceptance of the landscape improvements. The City reserves the right to draw, in whole or in part, on any portion of the Irrevocable Letter of Credit for the purpose of guaranteeing the terms and conditions of this contract, if Developer has been found to be in default of this agreement and only after providing Developer with written notice and opportunity to cure any default. The Irrevocable Letter of Credit shall be automatically extended for additional periods of one year from present or future expiration dates unless sixty (60) days prior to such the City Clerk or Administrator is notified in writing by certified mail or overnight mail that the Letter of Credit will not be renewed. B. Upon written request, The City will grant a reduction of the Letter of Credit, or cash deposit based on prepayment or the value of the completed improvements at the time of the requested reduction. The Developer may make such requests three times throughout the life of this agreement, with the third and/or final request being at the completion of the project. The City will respond to such request within 30 days time. Prior to the final acceptance of the Developer's Improvements the City shall require a Letter of Credit or Cash Escrow to cover the warranty provisions of the agreement. The amount shall be agreed to by the City Engineer and Developer and Developer may use the Letter of Credit discussed in Section VI.A above. VII. REIMBURSEMENT OF COSTS. New Horizon Academy Site Performance Agreement page 5 of 11 A. The Developer agrees to establish a non -interest bearing escrow account with the City in an amount established by the City Engineer or his designee for the payment of all City fees and costs incurred by the City related to the On -site Work, including, but not limited to, the following: 1. Site Plan Review Fee $1,500.00 2 Administration (Legal, Engineering, Planning and Contract Administration) $14,640.00 3. Negative Short Term Escrow Balance $0.00 Total Estimated (Budget) Costs for Escrow Account 7—sl6,140.00 B. If it appears that the actual costs incurred will exceed the estimate or that the actual costs incurred will be less than the estimate, then Developer and City shall review the costs required to complete the project. In such case, if the actual costs exceed the estimate, then Developer shall promptly pay the additional sums to the City to pay for the agreed upon increase. However, in such case where the actual costs are less than the estimate, the City shall promptly reimburse to Developer any amounts overpaid by the Developer. The Developer may request a statement of the account each month for review. C. Intentionally Deleted. VIII. REMEDIES FOR BREACH. A. The City shall give prior written notice to the Developer of any default hereunder before proceeding to enforce such financial guarantee or before the City undertakes any work for which the City will be reimbursed through the financial guarantee. If within twenty (20) days after receipt of such written notice to it, the Developer has not notified the City by stating in writing the manner in which the default will be cured and the time within which such default will be cured, the City will proceed with the remedy it deems reasonably appropriate. B. At any time after the completion date and any extensions thereof, if any of the work is deemed incomplete, the City may proceed in any one or more of the following ways to enforce the undertakings herein set forth, and to collect any and all expenses reasonably incurred by the City in connection therewith, including, but not limited to, engineering, legal, planning and litigation costs and expense. The enumeration of the remedies hereunder shall be in addition to any other remedies available to the City. Specific Performance, The City may in writing direct the surety or the Developer to cause the Work to be undertaken and completed within a specified reasonable time. If the Developer fails to cause New Horizon Academy Site Performance Agreement page 6 of 11 the Work to be done and completed in a manner and time reasonably acceptable to the City, the City may proceed to bring an action for specific performance to require work to be undertaken. 2. Completion by the City. The City, after written notice, may enter the premises and proceed to have the Work done either by contract, by day labor or by regular City forces. The Developer may not question the manner of doing such work or the letting of any such contracts for the doing of any such work; provided that all such work is performed in a reasonable manner, the costs are reasonable and the work is completed in a good and workman -like manner and in accordance with the approved plans and specifications. Upon completion of such work, the Developer shall promptly pay the City the full cost thereof as aforesaid. 3. Deposit of Financial Guarantee. In the event the financial guarantee has been submitted in the form of a Letter of Credit, the City may draw on the Letter of Credit the sum equal to the reasonably estimated cost of completing the Work, plus the City's reasonably estimated expenses as defined herein, including any other reasonable costs, expenses, and damages for which the surety may be liable hereunder, but not exceeding the amount set forth on the Letter of Credit. The money shall be deemed to be held by the City for the purpose of reimbursing the City for any reasonable costs incurred in completing the Work as hereinafter specified. Any funds remaining after completion of the project shall be promptly returned to the Developer. IX. OCCUPATION OF PREMISES. The Developer agrees that it will not cause to be occupied any portion of the building or improvements to be constructed upon the premises until completion of the building and site improvements as more fully described in the approved plans and following issuance of a Certificate of Occupancy. X. INSURANCE. Developer or its general contractor shall take out and maintain until one year after the City accepted the Developer Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's or general contractor's work, as the case may be, or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than Five Hundred Thousand and no/100 ($500,000.00) Dollars for one person and One Million and no/100 ($1,000,000.00) Dollars for each occurrence; limits for property damage shall be not less than One Million and no/100 New Horizon Academy Site Performance Agreement page 7 of 11 ($1,000,000.00) Dollars for each occurrence; or a combination single limit policy of Two Million and no/100 ($2,000,000.00) Dollars or more. The City, its employees, its agents and assigns shall be named as an additional insured on the policy, and the Developer or its general contractor shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. XI. REIMBURSEMENT FOR LITIGATION EXPENSES. The City and Developer agree that the prevailing party in any litigation pertaining to the enforcement of this Agreement shall be entitled to reimbursement from the non -prevailing party for all reasonable costs incurred by said prevailing party including court costs and reasonable engineering and attorneys' fees. XII. VALIDITY. If a portion, section, subsection, sentence, clause, paragraph or phrase in this Agreement is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect or void any of the other provisions of the Site Improvement Performance Agreement. XIII. GENERAL. A. BindingEffect. ffect. The terms and provisions hereof shall be binding upon and inure to the benefit of the heirs, representatives, successors and assigns of the parties hereto and shall be binding upon all future owners of all or any part of the Property and shall be deemed covenants running with the land. B. Notices. Whenever in this Agreement it shall be required or permitted that notice or demand be given or served by either party to this Agreement to or on the other party, such notice or demand shall be delivered personally or (i) mailed by United States mail by certified mail (return receipt requested) or (ii) sent by nationally recognized overnight carrier to the addresses hereinbefore set forth on Page 1. Such notice or demand shall be deemed timely given when delivered personally or when deposited in the mail or the overnight carrier in accordance with the above. The addresses of the parties hereto are as set forth on Page 1 until changed by notices given as above. C. Incorporation by Reference. All plans, special provisions, proposals, specifications and contracts for the improvements furnished and let pursuant to this Agreement shall be and hereby are made a part of this Agreement by reference as fully as if set out herein in full. New Horizon Academy Site Performance Agreement page 8 of 11 D. Hours of Construction Activity. Construction activity shall be limited to the hours set out as follows: Monday through Friday 7:00 a.m. to 7:00 p.m. Saturday 9:00 a.m. to 5:00 p.m. Sunday and Holidays No working hours allowed XIV. VIOLATIONSBUILDING PERMITS. In the event that Developer violates any of the covenants and agreements contained in this Site Improvement Performance Agreement and to be performed by the Developer, the City, at its option, and after providing written notice and opportunity to cure to Developer in addition to the rights and remedies as set out hereunder may refuse to issue building permits to any property within the development and/or stop building construction within the development until such time as such default has been corrected to the satisfaction of the City. New Horizon Academy Site Performance Agreement page 9 of 11 CITY OF LINO LAKES By Mayor ATTEST: By City Clerk STATE OF MINNESOTA ) ) SS COUNTY OF ANOKA ) This instrument was acknowledged before me on day of , 2022, by Rob Rafferty as Mayor of the City of Lino Lakes on behalf of said City. Notary Public STATE OF MINNESOTA ) ) SS COUNTY OF ANOKA ) This instrument was acknowledged before me on day of , 2022 by Julianne Bartell as City Clerk of the City of Lino Lakes on behalf of said City. Notary Public New Horizon Academy Site Performance Agreement page 10 of 11 DEVELOPER Jill Dunkley, Executive Vice President and General Counsel STATE OF MINNESOTA ) ss. COUNTY OF ANOKA ) On this day of , 2022, before me, a Notary Public within and for said County, personally appeared, , who executed the foregoing instrument. Notary Public This instrument was drafted by: City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 New Horizon Academy Site Performance Agreement page 11 of 11 CITY OF LINO LAKES RESOLUTION NO. 22-100 RESOLUTION APPROVING NEW HORIZON ACADEMY PARKING DEFERMENT AGREEMENT WHEREAS, the City Council approved a conditional use permit for a commercial day care facility for New Horizon Academy with Resolution No. 22-98 on September 12, 2022; and WHEREAS, the legal description of the property will be Lot 1, Block 1, Belland Farms Second Addition after recording of the final plat; and WHEREAS, per the City Code Section 1007.044, Off -Street Parking, a day care facility requires one (1) space per teacher on the largest shift, plus one (1) space per five (5) students/children based on the maximum capacity of the facility. The proposed day care facility requires 60 total spaces; and WHEREAS, New Horizon Academy requested a reduction in the number of required parking stalls pursuant to the parking deferment provisions of City Code Section 1007.044 (7); and WHEREAS, the City agrees to reduce the number of required stalls provided all requirements of City Code Section 1007.044(7) are, and remain, satisfied. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby approves the Parking Deferment Agreement between New Horizon Real Estate Development 6, LLP and the City of Lino Lakes and authorizes the Mayor and City Clerk to execute such agreement on behalf of the City. Adopted by the Council of the City of Lino Lakes this 121h day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Lyden and was duly seconded by Councilmember Cavegn and upon vote being taken thereon, the following voted in favor thereof: Lyden, Cavegn, Stoesz, Rafferty The following voted against same: None (Absent - Ruhland) Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk PARKING DEFERMENT AGREEMENT This Agreement is entered into by and between the City of Lino Lakes, a Minnesota municipal corporation, and New Horizon Real Estate Development 6, LLP, a Minnesota limited liability partnership, effective , 2022. Recitals 1. New Horizon Real Estate Development 6, LLP provides daycare services and is constructing, or has constructed, a new facility (the Facility). 2. The legal description of the property will be Lot 1, Block 1, Belland Farms Second Addition, Anoka County, Minnesota after recording of the final plat. 3. Per the City Code Section 1007.044(6), a day care facility requires one (1) space per teacher on the largest shift, plus one (1) space per five (5) students/children based on the maximum capacity of the facility. The proposed day care facility requires 60 total spaces. 4. New Horizon Real Estate Development 6, LLP requested a reduction in the number of required parking stalls pursuant to the parking deferment provisions of City Code Section 1007.044(7). 5. The City agrees to reduce the number of required stalls provided all requirements of City Code Section 1007.044(7) are, and remain, satisfied. Agreement 1. The City agrees to defer the parking stall requirements set forth in City Code Section 1007.044 for the Property subject to the following conditions: a. New Horizon Real Estate Development 6, LLP shall install a minimum of 47 improved parking stalls and shall provide for a minimum of 12 deferred parking stalls. This number shall not be decreased without written permission from the City. b. On -site parking only occurs in areas designed and constructed for parking in accordance with the City Code. The parking deferment area may encroach into the required 15ft setback along 24th Avenue due to the need for additional dedicated road right-of-way. c. Additional parking shall be installed by the Property owner if the City Community Development Director finds that such additional stalls are necessary to accommodate the use of the Property for daycare services. Any additional stalls shall be constructed in accordance with the ordinance requirements existing as of the date of this Agreement. d. Any change in the use of the Property requires compliance with the then -current Zoning Code standards for parking. 2. New Horizon Real Estate Development 6, LLP, its employees, successors and assigns, agrees to adhere to these conditions in consideration for receipt of the parking deferral. 3. This Agreement may only be modified in a writing signed by both parties. 2 CITY OF LINO LAKES By Mayor ATTEST By City Clerk STATE OF MINNESOTA ) ) SS COUNTY OF ANOKA ) This instrument was acknowledged before me on day of by Rob Rafferty as Mayor of the City of Lino Lakes on behalf of said City. Notary Public STATE OF MINNESOTA ) ) SS COUNTY OF ANOKA ) 2022, This instrument was acknowledged before me on day of , 2022 by Julianne Bartell as City Clerk of the City of Lino Lakes on behalf of said City. Notary Public STATE OF MINNESOTA ) SS COUNTY OF DEVELOPER By Jill Dunkley Its Executive Vice President and General Counsel On this day of , 2022, before me, a Notary Public within and for said County, personally appeared of . (Developer), who executed the foregoing instrument. Notary Public This instrument drafted by: City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 0 CITY COUNCIL AGENDA ITEM 6C STAFF ORIGINATOR: Diane Hankee, City Engineer MEETING DATE: August 22, 2022 TOPIC: Belland Farms i. Consider Resolution No. 22-89 Approving First Amendment to Development Agreement ii. Consider Resolution No. 22-90 Agreement for Reimbursement of Meter Vault Installation with MCES VOTE REQUIRED: 315 INTRODUCTION Staff is requesting Council consideration to approve the First Amendment to the Belland Farms Development Agreement and to approve the Agreement for Reimbursement of Meter Vault Installation with Metropolitan Council Environmental Services (MCES). BACKGROUND On January 10, 2022, the City Council approved the final plat and Development Agreement for the Belland Farms project. The project includes the extension of trunk sanitary sewer. Trunk water systems are also being extended. The 27-inch diameter trunk sanitary sewer is the beginning part of the City's sewer district 5 as outlined in the Comprehensive Plan. This district serves undeveloped land north of Main Street and will eventually serve the northeast portion of the city. The sanitary sewer district 5A is planned to flow into the MCES Interceptor 802325. A MCES meter vault is required. To facilitate this work the following agreements are proposed: 1) An amendment to the Belland Farms Development Agreement to include the meter vault in the developers required work and cost reimbursement to the developer. 2) A Joint Powers Agreement (JPA) with MCES so that the City will be reimbursed for the installation of the meter vault. The City will reimburse the Developer, Rehbein Properties for 100% of the contract work. The reimbursement shall be applied as credit towards any trunk fees payable by the developer. Any remaining balance shall be paid directly to the developer. The work is proposed to be completed in the 2022 construction season. RECOMMENDATION Staff recommends approval of the First Amendment to Development Agreement and approval of the Agreement for Reimbursement of Meter Vault Installation with MCES. ATTACHMENTS I . Resolution No. 22-89 2. First Amendment to Development Agreement 3. Resolution No. 22-90 4. Agreement for Reimbursement of Meter Vault Installation CITY OF LINO LAKES RESOLUTION NO.22-89 RESOLUTION APPROVING FIRST AMENDMENT TO DEVELOPMENT AGREEMENT FOR BELLAND FARMS WHEREAS, the City Council approved the Development Agreement for Belland Farms with Resolution No. 22-04 on January 10, 2022; and WHEREAS, the City has entered into an agreement with Metropolitan Council to construct a meter vault and the Belland Farms Development is the first be served by the trunk sanitary sewer which requires metering. Rehbein Properties, the Developer, through its contractor agrees to install the Meter Vault as part of its sanitary sewer work on the Belland Farms project; and WHEREAS, The City will reimburse the Developer, Rehbein Properties for 100% of the contract work. The reimbursement shall be applied as credit towards any trunk fees payable by the developer. Any remaining balance shall be paid directly to the developer. NOW, THEREFORE BE IT RESOLVED by The City Council of the City of Lino Lakes hereby approves the First Amendment to Development Agreement between Rehbein Properties and the City of Lino Lakes for Belland Farms and authorizes the Mayor and City Clerk to execute such agreement on behalf of the City. Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Stoesz and was duly seconded by Councilmember Lyden and upon vote being taken thereon, the following voted in favor thereof: Lyden, Cavegn, Stoesz, Rafferty The following voted against same: None (Absent - Ruhland) Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk FIRST AMENDMENT TO DEVELOPMENT AGREEMENT This First Amendment Agreement amends that Certain Development Agreement ("DA") dated February 2, 2022 by and between the City of Lino Lakes ("City") and Rehbein Properties ("Developer") recorded as Doc. No. 2355735.002 in the Anoka County Recorder's Office. WITNESSETH: WHEREAS, pursuant to the DA, Developer is constructing a subdivision to be known as Belland Farms; and WHEREAS, as a part of construction of Belland Farms, Developer has retained a contractor to install sanitary sewer lines per construction plans identified in the DA; and WHEREAS, the City has entered an agreement with the Metropolitan Council, attached hereto as Exhibit A, by which a Meter Vault is to be installed in a sanitary sewer line being installed by Developer's contractor for the Belland Farms project; and WHEREAS, City wishes to have Developer, through its contractor, install the Meter Vault as part of its sanitary sewer work on the Belland Farms project; and WHEREAS, Developer is willing to undertake the work, through its contractor, on the terms set forth herein, Now, THEREFORE, IT IS AGREED AS FOLLOWS: 1. Developer shall take such action as is necessary to cause its contractor to install the Meter Vault on the designated sanitary sewer line as described in Exhibit A. 2. Developer shall be reimbursed for the cost of said improvements in accordance with Section 19a. of the DA. 3. The terms, conditions and requirements of Exhibit A shall be followed by and apply to Developer and its contractor in performance of the Meter Vault work, including but not limited to the insurance and indemnity requirements in Article XII (3) of Exhibit A. 1 of 3 4. Developer shall cooperate and require its contractor to cooperate with the City and Metropolitan Council in completion of the Meter Vault work. CITY OF LINO LAKES By Its Mayor By Its Clerk STATE OF MINNESOTA ) ) SS COUNTY OF ANOKA ) This instrument was acknowledged before me on day of , 2022, by Rob Rafferty as Mayor of the City of Lino Lakes on behalf of said City. Notary Public STATE OF MINNESOTA ) ) SS COUNTY OF ANOKA ) This instrument was acknowledged before me on day of , 2022, by Julianne Bartell as City Clerk of the City of Lino Lakes on behalf of said City. Notary Public DEVELOPER 2of3 Its STATE OF MINNESOTA ) ) SS COUNTY OF ) On this day of , 2022, before me, a Notary Public within and for said County, personally appeared , the of Rehbein Properties, a Minnesota (Developer), who executed the foregoing instrument on behalf of the Notary Public This instrument was drafted by: Rupp, Anderson, Squires, Waldspurger & Mace, P.A. 333 South Seventh Street, Suite 2800 Minneapolis, MN 55402 Enclosures 3 of 3 CITY OF LINO LAKES RESOLUTION NO.22-90 RESOLUTION APPROVING AGREEMENT FOR REIMBURSEMENT OF METER VAULT INSTALATION WHEREAS, the City Council approved the Development Agreement for Belland Farms with Resolution No. 22-04 on January 10, 2022; and WHEREAS, the City Council approved the First Amendment to Development Agreement for Belland Farms with Resolution No. 22-89 on August 22, 2022 adding the installation of a Meter Vault to the contract work; and WHEREAS, to facilitate future development within Lino Lakes Sewer District 5 as outlined in the City's 2040 Comprehensive Plan, the City desires to connect south along 24th Ave to Metropolitan Council (MCES) Interceptor 802325 (into Hugo). The Council plans to install a meter vault on City's sanitary sewer line for future billing meter installation to capture flow from Lino Lakes Sewer District 5; and WHEREAS, the City and MCES desire that the Meter Vault be constructed with the City's Project, Belland Farms; and WHEREAS, the MCES will reimburse the City of Lino Lakes for the construction of the Meter Vault as detailed in the Agreement. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby approves the Agreement for Reimbursement of Meter Vault Installation, and the City of Lino Lakes authorizes the Mayor and City Clerk to execute such agreement on behalf of the City. Adopted by the Council of the City of Lino Lakes this 121h day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Stoesz and was duly seconded by Councilmember Lyden and upon vote being taken thereon, the following voted in favor thereof. Lyden, Cavegn, Stoesz, Rafferty The following voted against same: None (Absent - Ruhland) Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk Met Council No. 22I012 AGREEMENT FOR REIMBURSEMENT OF METER VAULT INSTALLATION This Agreement is between the Metropolitan Council, a public corporation and political subdivision of the State of Minnesota("Council") and the City of Lino Lakes, a municipal corporation under the laws of the State of Minnesota ("City"). BACKGROUND RECITALS 1. The City plans to approve the Belland Farms Development in Lino Lakes at the intersection of Main Street (CSAH 14) and 24th Ave N referred to as the ("City Project"). 2. To facilitate future development within Lino Lakes Sewer District 5 as outlined in the City's 2040 Comprehensive Plan, the City desires to connect south along 24th Ave to MCES Interceptor 802325 (into Hugo). The Council plans to install a meter vault on City's sanitary sewer line for future billing meter installation to capture flow from Lino Lakes Sewer District 5. The meter vault installation on City's sanitary sewer pipe is hereinafter referred to as the "Council Project"". 3. Both Council and City desire that the Council Project be constructed with City's Project which is more fully described in Article I of this Agreement. 4. The term "Council's authorized representative (CAR)" means the person designated in writing by Council's General Manager of Metropolitan Council Environmental Services (MCES), as Council's authorized representative. 5. Council is not staffed or equipped to construct the Council Project at this time. 6. Therefore, Council desires to have the City facilitate the necessary construction of the Council Project as part of the City Project. 7. Pursuant to Minnesota Statutes, Section 473.504, subd. 12, Council is authorized to contract with any local government unit for the performance on Council's behalf of any service on such terms as may be agreed upon by the contracting parties. 8. The City is authorized to enter into this Agreement pursuant to, the City's Council Resolution No. 22-90 approved on September 12, 2022, and that said work provisions will be carried out by the parties as provided by this Agreement. NOW, THEREFORE, for mutual consideration, the receipt and sufficiency of which is hereby acknowledged by the parties, the parties agree as follows: AGREEMENT 1 155444v2 Met Council No. 22I012 I. Purpose of Agreement 1. The purpose of this Agreement is to set forth the terms and conditions and responsibilities of each of the Parties to this Agreement for the construction of the Council Project. The Council hereby appoints the City as its agent to construct the Council Project in accordance with the Council Project construction documents and the terms and conditions of this Agreement. 2. For purposes of this Agreement the scope of the Council Project is as follows: The new meter vault will be installed on 27" City sewer pipe along 24th Ave North. It is proposed to install cast -in place concrete vault and pass the 27" sewer pipe through this meter vault and to install a 6" Parshall flume in the future when more flow is anticipated in this area. 3. The location of the City Project and the Council Project is shown on the attached Exhibit A. II. Construction Documents 1. The Council will prepare and submit to the City for review and acceptance, a design document, including plans, and specifications for the Council Project ("Council Project Construction Documents"). City agrees that it will review the Council Project Construction Document in a timely manner and will not unreasonably withhold acceptance of the Council Project Construction Document. 2. Prior to start of construction, the City will follow any necessary guidelines outlined under Minnesota Statutes, Section 471.345, Uniform Municipal Contracting Law to secure the work needed for the Council Project. The City will include the Council Project Construction Documents in the construction documents for the City Project ("City Project Construction Documents"). 3. Prior to the start of construction, the City will submit to the Council the schedule proposed by the City contractor for the Council Project for Council review and acceptance. The construction schedule will be incorporated into and become a part of the Council Project Construction Documents. Throughout the construction of the Council Project, the City will submit to the Council for review and acceptance any changes to the schedule. 4. Further, the City Project Construction Documents prepared by the City will provide that: during the construction of the Council Project, there will be no interruption to Council's sewer service without written consent of the Council; 2 155444v2 Met Council No. 22I012 ii. during construction of the Council Project, there will be no interruptions to the sanitary sewer transport system that will affect the Council's billing process and procedures without the written consent of the Council; and iii. There will be no interruption to access by the Council to its existing gravity. IV. Easements and Permits 1. City, at its expense, will acquire all permanent and temporary permits, easements and property interests necessary for the Council Project. 2. As of the date of this Agreement, no additional property acquisition is required for construction and installation of the Council Project within the City Project. Council will be responsible for all land acquisitions outside of the City Project under this agreement necessary to install the Council Project. 3. City will be responsible to obtain all other permits associated for the construction of the Council Project. V. Reserved VI. Construction and Contract Administration 1. The City will administer the contract with City's contractor and provide construction staking of the contract work included in the Council Project. The City will provide construction field services for the contract work included in the Council Project. The Council Project may be inspected by Council's authorized representative (CAR), but the Council's authorized representative will not have responsibility for supervision of the work. The City will provide to the CAR weekly construction reports indicating construction progress, testing results, and bid item pay quantities for the purposes of monthly estimates. The CAR will notify the City immediately of the contractor's failure to comply with the Council Project Construction Documents during the performance of the Council Project work. Upon completion of the Council Project, Council will inform the City in writing either that the Council's Project has been constructed and conforms to the Council Project Construction Documents and is fully operational, or that Council's Project has not been constructed in accordance with the Council Project Construction Documents and is not operational. 2. Council will further inform the City of the specific reasons for non-conformance to the Council Project Construction Documents and what steps must be taken by the City to make Council's Project conform to the Council Project Construction Documents. The City will take necessary steps to insure that the construction is in accordance with the Council Project Construction Documents and that Council's Project becomes fully operational. The final 3 155444v2 Met Council No. 22I012 decision on conformance of Council's Project to the Council Project Construction Documents will be made by Council. Evidence of acceptance of Council's Project will be in writing, by letter, from Council's General Manager Environmental Services. 3. The City will submit for CAR's review all shop drawings covering the work for Council's Project. Council will report its review comments in written form to the City Engineer, or a designated representative, within seven calendar days. The responsibility for reviewing the shop drawings for conformance and compatibility with the general design, relative to the final Council Project Construction Documents accepted by Council for Council's Project will remain with the City. VII. Modifications to Construction Documents 1. City will submit any amendments to or material changes in the Council Project Construction Documents to the Council for review and acceptance, which acceptance will not be unreasonably withheld and will be communicated by notice from Council to City within seven calendar days of receipt. In accordance with Article II, amendments, or material changes to the Council Project Construction Documents must be submitted to the CAR at least seven calendar days prior to implementation. City agrees that it will not proceed with amendment to or material changes in the approved final Council Project Construction Documents of the Council Project until the Council has consented to such change in accordance with its procedures and has provided, by letter to the City, written approval from the Council General Manager. 2. Through written request, Council may require the City to make changes to or modifications in the scope of the Council Project and the City agrees to have its contractor construct the required modifications or changes, provided, however, that (i) the cost of such changes or modifications will be borne by the Council and (ii) such changes or modifications will not increase the cost of or delay completion of the City Road Project. VIII. Entry Onto Easements 1. The City hereby grants to Council the right to enter onto its property and any easements and right-of-way that it may have obtained for construction of the Council Project for the purpose of Council fulfilling its obligations under this Agreement. 2. Council hereby grants to the City the right to enter onto its property and any easements and right-of-way that it may have obtained for the Council Project for the purpose of the City fulfilling its obligations under this Agreement. IX. Cost Participation 4 155444v2 Met Council No. 22I012 1. Council will reimburse the City for construction of the Council Project. An estimated itemization of reimbursement of the construction costs is set forth in the attached Exhibit B. 2. The parties further agree that the project costs stated above in this Article IX and more specifically shown on Exhibit B to this Agreement are an estimate of the construction costs for the contract work on the Council Project. The unit prices set forth in the City's construction contract and the final quantities as measured by the City Engineer's designated representatives will govern in computing the total final contract construction cost, including the cost of amendments and change orders as provided in Article VII of this Agreement, for determination of the final Council Project construction and administration costs for reimbursement to the City by Council. 3. All direct payments to the City's contractor for work performed on the Council Project will be made by the City. X. Payment and Record Drawings 1. During construction of the Council Project, the City will submit monthly invoices to the Council. The City's monthly invoices will include a progress report. The Council will pay the City within 30 calendar days after it receives the invoice. If the Council disputes any portion of an invoice, it will give the City notice of the dispute within 14 calendar days after the Council receives the invoice. If the Council disputes any portion of an invoice, the Council will pay the undisputed portion of the invoice within 30 calendar days after receipt of the invoice, and it will pay the remainder of any amount due within 30 calendar days after the dispute is resolved. 2. In the event the calculations show that Council has advanced funds in greater amount than is due the City, the City will refund without interest the amount to Council. 3. Payment by Council will be adjusted by any change orders approved by Council as provided in Section VII of this Agreement. 4. Upon completion of the construction of the Council Project by the City and acceptance of the Council Project by Council, the City will provide to Council (i) both reproducible hard copy and electronic file record drawings of the Council Project and (ii) deliver copies of and assign to Council any warranties of labor or materials for the Council Project. XI. Ownership/Maintenance 1. Upon completion of the construction of the Council Project and acceptance of the Council Project by Council pursuant to this Agreement, the Council Project will become property of the Council and all associated warranties and guarantees provided by the 5 155444v2 Met Council No. 22I012 construction contractors and subcontractors associated with the Council Project will become the property of Council. 2. Upon Council becoming the owner of the Council Project, Council will be responsible for operation and maintenance of the Council Project including the connection structure. The City will own and be responsible for the City gravity, up to and including the valve. The Council will grant the City periodic access to the Council connection structure for operational purposes. XII. Liability 1. 1. To the extent authorized by law each party is responsible only for its own acts and the results of its acts. The Council's and City's liability is governed by the provisions of Minnesota Statutes, Chapter 466. 2. The Council and City each warrant that they have an insurance or self-insurance program with minimum coverage consistent with the liability limits in Minnesota Statutes, Chapter 466. Nothing in this agreement is a waiver or limitation of any immunity or limitation of liability by the Council or City. 3. The City will ensure that the construction contract associated with the Council Project includes clauses that: a. require the City's contractor to defend, indemnify, and hold harmless the Council, its officers, agents and employees from claims, suits, demands, damages, judgments, costs, interest, expenses (including reasonable attorney's fees, witness fees and disbursements) arising out of or by reason of the acts or omissions of the Contractor, its officers, employees, agents or subcontractors; b. require the contractor to provide and maintain insurance in the amounts specified in the attached Exhibit C, which is incorporated into this agreement, and name the Council as additional insured; and c. require the contractor to be an independent contractor for the purposes of completing the work on the Council Project. XIII. General Provisions All records kept by the Council and City with respect to the Council Project are subject to examination by representatives of each party. All data collected, created, received, maintained or disseminated for any purpose by the Council and City under this agreement are governed by Minnesota Statutes, Chapter 13("Act"), and the Minnesota Rules implementing the Act. 2. The City agrees to comply with all laws applicable to the City relating to 6 155444v2 Met Council No. 22I012 nondiscrimination, affirmative action, public purchases, contracting, employment, workers' compensation, and surety deposits required for construction contracts. Minnesota Statutes, Section 181.59 and any applicable local ordinance relating to civil rights and discrimination and the Affirmative Action Policy statement of the Council is considered a part of this agreement. 3. The employees of the parties, and all other persons engaged by each party will not be considered employees of the other party. Each party is solely responsible for all claims arising from its employees including claims under the Worker's Compensation Act, the Minnesota Economic Security Law and all third party claim resulting from an act or omission of an employee. 4. If hazardous wastes, pollutants or contaminants as those terms are defined in law exist on the Combined Project site, the City is responsible for any response or remedial action, monitoring or reporting under the law. The City will apply for and have the Council named as a beneficiary in any no association letters, no action/no further action letters and other environmental regulatory assurances for the site. The City will give the Council copies of any Phase I and Phase II environmental investigations, approved Response Action Plans, and environmental assurance letters naming the Council as a beneficiary. This paragraph survives the termination of this agreement. 5. This agreement is the entire agreement between the parties and supersedes all oral agreements and negotiations between the parties relating to this agreement. All exhibits and attachments to this agreement are incorporated into the agreement. If there is a conflict between the terms of this agreement and any of the exhibits the agreement governs. 6. The provisions of this agreement are severable. If a court finds any part of this agreement void, invalid, or unenforceable, it will not affect the validity and enforceability of the remainder of this agreement. A waiver by a party of any part of this agreement is not a waiver of any other part of the agreement or of a future breach of the agreement. 7. Any modifications to this agreement will be in writing as a formal amendment. 8. This agreement is binding upon and for the benefit of the parties and their successors and assigns. This agreement is not intended to benefit any third -party. 9. Except as otherwise provided for in this agreement, the agreement may be terminated by the mutual agreement of the parties. 10. If a force majeure event occurs, neither party is responsible for a failure to perform or a delay in performance due to the force majeure event. A force majeure event is an event beyond a party's reasonable control, such as unusually severe weather, fire, floods, other acts of God, labor disputes, acts of war or terrorism, or public health emergencies. 11. Under Minnesota Statutes, Section 16C.05, subdivision 5, the Parties agree that the books, records, documents, and accounting procedures and practices relevant to this agreement are subject to examination by either Party and the state auditor or legislative auditor, 7 155444v2 Met Council No. 22I012 as appropriate, for at least six years from the end of this agreement. 12. A party will send all notices or demands under this agreement either by: a. certified mail; b. e-mail, as long as the recipient acknowledges receipt by e-mail or otherwise in writing; or c. delivered in person to the other party addressed to the following authorized representatives: Jeny Baroda Diane Hankee, PE Metropolitan Council Environmental Services City Engineer 390 Robert Street North 600 Town Center Pkwy St. Paul, MN 55101-1805 Lino Lakes, MN 55014-1182 13. The parties will use a dispute resolution process for any unresolved dispute between the parties before exercising any legal remedies. The dispute resolution process is a three level dispute resolution ladder that escalates a dispute from the project management level through the executive management level. At each level of the dispute resolution process, the Parties' representatives will meet and explore resolution until either party determines that effective resolution is not possible at the current level, and notifies the other party that the process is elevated to the next level. The parties designate the following dispute resolution representatives: City Representative Metropolitan Council Representative Level 1 City Administrator Manager Level 2 Community Development Assistant General Manager Director Level 3 City Engineer General Manager, Environmental Services The parties will complete the dispute resolution process in good faith before resorting to any other legal process or remedy. 14. The City is authorized to enter into this agreement pursuant to the City Resolution No. 22-90, approved on September 12, 2022. 8 155444v2 Met Council No. 22I012 15. This agreement will be effective when all parties have signed it. The date of this agreement will be the date this agreement is signed by the last party to sign it (as indicated by the date associated with that party's signature). Each party is signing this agreement on the date stated below that party's signature. METROPOLITAN COUNCIL, A public corporation and political subdivision of the State of Minnesota By: Name, Title Date: CITY OF LINO LAKES A municipal corporation of the State of Minnesota By: Name, Title Date: and Name, Title Date: [The remainder of this page is intentionally blank.] 9 155444v2 Met Council No. 22I012 IN TESTIMONY WHEREOF, the parties have caused this Agreement to be executed by their duly authorized officers as of the day and year first above written METROPOLITAN COUNCIL, A public corporation and political subdivision of the State of Minnesota By: Name, Title Date: CITY OF A municipal corporation of the State of Minnesota By: Name, Title Date: and Name, Title Date: 10 155444v2 LIST OF EXHIBITS Exhibit A - Project Limits Exhibit B - Cost Estimates Exhibit C - Contractor Insurance Certificate (to be included when construction contract is awarded) Exhibit A Project Limits Exhibit B Cost Estimates Exhibit C Contractor Insurance Certificate BELLAleiD FARMS PUBLIC SANITARY SEWER, WATER MAIN, STORM SEWER AND STREET CONSTRUCTION PLANS LINO LAKES, MINNESOTA c�u asclE rau oo Know what's below. Call before you dig. VICINITY MAP NOT TO SCALE SHEET INDEX 1. COVER 2. SANITARY SEWER & WATERMAIN 3. STORM SEWER 4. STREET CONSTRUCTION 5. SIGNING & STRIPING PLAN 6-7. DETAILS N (x rtED 11 BENCHMARKS ..00, srro...�H w aa> I CARLSON .w...�wIa..owvAuarwozax•lme mm. sm�e or.m�..me a o.,oum e^ a=^ -loam ee:=l 10� REHBEIN PROPERTIES I (`^`\ a'�iusixxaw reati1m'E' 3��a�22o BELLAND FARMS \" Irl� •�./�� N tld" m 76z5 zath Avenue N COVER of 0° Lino Lakes, MN cAnsoxrxrluEamx `� " `° Hugo, MN 55038 7 \ \ HYDRANT W/G.V. TEMPORARY 2p .pLUG GENERAL NOTES: CL STA. 4+65 MH \ \ saw-i+ss 12'X 6'-TEE HYDRANT W G.V. HYDRANT W/G.V. OUTLC B / \ 3+\ 0 MH (alssa e�=eoeaz7 11'-6' DIP CL52 12"% 6"-REDUCER II 1- E 6"-TEE 5 \ II , 1. ALL FITTINGS SHALL BE DUCTILE IRON CLASS 15'-8" DIP CL52 \ 4 e" PLUG GND. EL. 920.8 5'-6" DIP CL52 I, 1 350 COMPACT FUSION -BONDED EPDXY GND. EL 922.7 27"X6' WYE 2 �'S \ 6" PLUG GND. EL. 917.8 1 i COATED. & RISER \I 1,2"G.V. 12'X8" 6" PLUG I I II i \ t �� &BOX TEEIE: 910.02 _ �, II 2. SEE DETAIL PLATE WAT-3 FOR WATERMAIN Ary/GV TEMPORARY12'TEE \ \ ROSEMARY WAY OFFSET. 4'X8' 4' INSULATION IS TO BE USED 12"X 6"-REDUCER 6" PLUG sNw=i+.0 I I�ei I I I I I WHEN THERE IS LESS THAN 24" VERTICAL 5'-6" DIP CL52 IE: 910.86 (sissy n.=sia.se) .,ae 1 _ I CLEARANCE BETWEEN THE WATERMAIN AND GND EL. 923.6 I SEWER. 6" PLUG DI C nD �L OPEN CUTV 3 \/' J\ -- 3. INFI-SHIELD, OR APPROVED EQUAL, TO BE LOT 2 SANITARY & WATER SERVICE MH RE-92127 \ OP \ - •T''L INSTALLED ON THE OUTSIDE OF ALL 4 BLD=1954 I� \ Yp t \ O 12" GV & BOX I ADJUSTMENT RINGS AND SHALL COVER THE PROPOSED \ t\t \ JACK/BORE 75'-54'\-------12'%12" TEE I RINGS FROM THE CASTING DOWN OVER THE 92O 10' TiCASING! CONE OF THE STRUCTURE. t STEEL \ 12'-22.5' BEND GRADE \\ t+ \ \ I MH rrL STA. 0+33 PLACE HIGH 7:r MIN. saw i as \ f ! f \ 2YX6" WYE MH / 1 3 18 LT POINT AT 12 EXISTING COVER 3 MIN PLUG (RseR a+aiaas) \ ♦ \ &RISER \\ 2A ! I 915 WM CROSSING GROUND � COVER g' PLUG N� \ (60' DIA. STRUCTURE) ..... ....... I W. A ......---------- 8 b1P WM o 6• PLUG \ t \\ Z 8 PLUG 6' PLUG b \ \ _12"5' BEND ' FUTURE 12'X12' gg TOTW-i 8 PLUG 27"%6• WYE IE: 911.06 b \ \\ 2 METERING VAULT 910 AND RISER 6" PLUG t f\ \ I Q :. ... .. 12 W1A I f \\ 8 PLUG CONSTRUCT INV91023 79'-6 PVC CROSSING - OUTLOT B 75 RISER SDR 26 O 2.00% \ t\ t \ I 4N \t \ \f \ REMOVE & DISPOSE OF EX. 905 YY N CONCRETE CURB & GUTTER. 8" PLUG - ` "REPLACE IN KIND. \ t 1 f \ 8" DIP ft I FUTURE DAYCARE \\ �t ls\ FUTURE MEDICAL IAI 'SAWCUT, MILL & DISPOSE OF 90O 33 8 P4C BUILDING II{ BUILDING ; EX. BITUMINOUS. REPLACE N CONNECT TO 27"l 'SDR 26 O 2.00X 12"-45' BEND 1 \\ f\ I W/EQUAL SECTION t SAN SWR W/ 8' I I 2 \\ i MH !� I CONNECT TO EX. 8" DIP WM WYE & RISER WETLAND / \ \ 27 %8 WYE 2 I W/8" G.V. & BOX & 8"-45' 895 O f\ AND RISER BEND & B'X12• INCREASER j Z cs 6' PLUG Il_ _i (FIELD VERIFY) IE: 909.75 1 27" PVCONNECT TO E%. 26 890 i / M 27' PVC SAN SOUR. .. :...... o ..:. :.... .....� :: ..: ..:: / , GOOItDINATE W CTIU 1H i (FIELD VERIFY) ("�'EE+) COMPANIES ON RE ATIO iJ I SAWCUT & REMOVE o o OF MALL &DISPOSE OF EX BENCHMARKS EX. S UTILITIES. —T" '" ' BIT. & PEDESTRIAN 885 ii i 'z i > > - - - - - -------- f RAMP AS REQUIRED. xxooT s nnou uu l .. ....-. .... ... ...: ...... . — _ - _ _ D. tee--+ 7 PLACE IN ' t ROTECT E%. �ONC—RETE'� I '- zr rve sup swe ROSEMARY WAY~I-24TH AVE. PFTM N STREET (C 14� CURB & GUTTER.�--I _„�F1-- ................ - .. ...... .... .... ...... MH -919 72 .. ..... ....... MH E 922 08. MH E�921 27 MAINTAIN :24 SEPARATION FROM 5 LD 2022' 4..BLD=1954' STORM. SEWER&.INSULATE 3 LO 34' MH E=91950 MH E=919.72 Rl' RF 920.00 RE 915:d0 MH 1 LD=1940' 3 LD=18.34 92O (SEE DETAIL) BLD 19A9' BLD=14.83 2 920 ..... �_._._. .....:. .... .:::. ::: ..:.. ... ....:.. ..... ... ..... ..... _ EX. 16" GAS 15' STM SOUR. - 15 :STM SWR PROPOSED LOT 1 WATER SERVICE PLACE. HIGH---- PIPELINE CROSSING. CROSSING CROSSING GRADE POINT OF WM 915 AT TEMP HYD : : - --12 X12 WM 7 5 MIN. 915 1 '. DI AIN : :: CROSSING:.: - ::. ::. ... COVER. ..::. . 1 (MAINTAIN POSITIVE GRADE) T5 MIN 12 WM OROSSIw 12 -:45' VERTICAL Z\0 'COVER FJ T CONNECT TO E% 7.5' MIN. BENDS AS REQUIRED EXISjING;J 91O I PLACE HIGH POINT OF GROUND 8 DIP WM +Nt COVER 12•X8 12 DIP WM 910 { OPEN CUT :..:. ..:W1.4 AT HYD TEE ... ... ....(FIELD VERIFY): :I M TEE .... .. .:.... I 2 8 DIP W1A e' PLACE 27" PLUG OPEN CU I WM 12 DIP RAIAIN / / WM I bl ECTIONA WA / TEMP HYD N� RILLWM _ M E 904.1 905 m - 2A Lo 4.00 6 Pws 905 ... ...... .n o:....... .... ...... ....... m ... FUTURE 12'%12'... .. ... .. .. - METERING VAULT. 12 WM m. EX. 27": PVC ... CROSSING: SAN SNR 900 207'-27" PVC 317'-27 PVC SDR:26 O 01.iR.. PUUG 900 ......... ..... .. SDR :26:0 (L71% :..... .. .... .:: ::. .. .. .. ................ .. S & .. ..... "' - ""' '306 '27"'PVC DR28O:i1X . ..... .... 27". SAN SOUR ... .. MAINTAIN 24"SEPARATION. 8" SAN: SWR CROSSING : CROSSING FROM EX. PIPELINECROSSING. 38'-27" PVC TEMPORARY MANHOLE BASE CONNECT TO 66'-27" PVC 1A5'-27' PVC SDR626 O O.P11R E%. 27" PVC SDR 26 O 0.1 96895 895 JACK/BORE :. .. ..; :,. SDR 26 Od.112 SDR 26 O 0 11R PLACE: STEEL PLATE ON TOP ..:.. .. ...... .. .......75"=42"'STEEL :. .... .. .. .. .. .. ... .... ..... ..... ..... ..... .. ... .. .. .... ... ... .... AND: BURY:: MANHOLE: TO BE.. .. ..... REMOVED WHEN FUTURE .: .. .... SAN 27" .. :: ..:: CASING O 0.11% 3 w : w L 3 (FIELD VERIFY) 3:. i UTILITIES: PLACED UNDER PIPELINE SHALL METER9JG VAULT:INSTALLED. z u n : BE QRILLED/BORED O TO AVOID DISTURBING n n o }. 890 v i I SOILS SURROUNDING PIPEUNE: MAINTAIN ^ n I 890 .. .. .: ..2-FOOT-DISTANCE.. .. .... m ,n m A OF UNDISTURBED p.... v a n SOILS SURROUNDING THE PIPELINE o o - a S 8.. ..rn ' .m 885 z > : _ : > .,_ �RL�N :;woo"'"la'mz°`I■ ne,aw= N11 s n°°x•m ,°um "°s. r�s =' REHBEIN PROPERTIES 2 ,�_ /�//►►�� ,`.a ti�m......=�i�a�'a M'��"d�a h���a��°° BELLAND FARMS SANITARY SEWER& of \" MS{►AIN eE ie.e: n= 3.�.w==aft,=sa"s., sere x°ne r,°m Mxs 762524th AVenueN ITM Lino Lakes, MN WATER MAIN cAldsaxHlzuNwN " " _`° Hugo, MN 55038 7 BuCSC hville Construction, Inc. Date: 8/17/2022 PO Box 65 Proposal for: Hanover, MN 55341 Meter Vault Phone: 763-497-4242 Fax: 763-497-4266 Lino Lakes, Minnesota Email: estimatingC@burschvilleconstruction.com Contract Unit Contract Item Unit uanti Price Amount Mobilization demobilization all trades) LS 1 $ 12,000.00 $ 12,000.00 Erosion control biologs LF 200 $ 5.00 $ 1,000.00 Traffic control LS 1 $ 4,000.00 $ 4,000.00 Structure excavation, incl. engineering design shoring system, installation & removal nel slide -rail shoring system LS 1 $ 160,000.00 $ 160,000.00 Poured -in -place concrete vault structure incl. rebar, interior coatings, PVC connectors, access hatch, ladders, bollards, insulation, wall hangers, aggregate bedding foundation, granular backfill around exterior & concrete testing LS 1 $ 228,000.00 $ 228,000.00 Site restoration in vault area incl. topsoil, seed & erosion control blanket SY 800 $ 5.00 $ 4,000.00 Access driveway for meter vault incl. C1 5 & 3" bituminous paving SY 80 $ 75.00 $ 6,000.00 Total as Bid $ 41Sr000.00 / ACC " CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) 8/17/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Allle Darling CSDZ, LLC 225 South Sixth Street, Suite 1900 PHONE FAX AIC No Ext : 612-322-6041 A/C No), ADDRESS: adarling@csdz.com Minneapolis MN 55402 INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Western National Mutual Insurance Co 15377 INSURED BURCONPC6 INSURER B : Travelers Property Casualty Co. America 25674 Burschville Construction, Inc. PO Box 65 INSURER C : INSURER D Hanover, MN 55341 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: 1274843320 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MM/DDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CPPOO17461 5/1/2022 5/1/2023 EACH OCCURRENCE $1,000,000 Fv� CLAIMS -MADE OCCUR DAMAGE TO TED PREMISES('a cicur ence)$ a occurrence) 100,000 X MED EXP (Any one person) $ 5,000 Contr Liab Per X Policy Form/XCU PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY jE LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: A AUTOMOBILE LIABILITY CPP0017361 5/1/2022 5/1/2023 COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ X PROPERTYDAMAGE PeraccidentX $ NON -OWNED AUTOS ONLY AUTOS ONLY HIRED LXX Hired Auto Phys Dmg $ 50,000 Comp:$500 Coll: $500 A X UMBRELLA LIAB X OCCUR UMB0010999 5/1/2022 5/1/2023 EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 EXCESS LIAB CLAIMS -MADE DED X RETENTION $ In nnn $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N WCV0010935 5/1/2022 5/1/2023 X PER OTH- STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ NIA E.L. DISEASE - EA EMPLOYEE $ 1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 B Instl Fltr - Completed Value 6603H707386 5/1/2022 5/1/2023 Deductible: $2,500 $750,000 Leased or Rented Equip/ACV Deductible: $1,000 $500,000 Per Item Sched Owned Equipment/ACV Deductible: $1,000 See Below DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Lino Lakes - Belland Farms Additional Insured only if required by written contract with respect to General Liability, Automobile Liability and Umbrella/Excess Liability applies on a primary basis and the insurance of the additional insured shall be non-contributory: Rehbein Properties City of Lino Lakes WSB & Assoc. Carlson McCain, Inc. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Rehbein Properties 76254 24th Avenue N MN 55038 AUT ORIZEDREPRESENTAT�IVEHugo ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED INTRODUCTION CITY COUNCIL AGENDA ITEM 6D Diane Hankee, City Engineer September 12, 2022 Resolution No. 22-102, Accepting Quotes and Awarding a Construction Contract, 2022 Surface Water Maintenance Project 315 Vote Required Staff is requesting authorization to accept quotes and award the construction contract for the 2022 Surface Water Maintenance Project. BACKGROUND The City's annual Surface Water Management Program (S)&MP) addresses areas in need of maintenance, and conforms to the City's Surface Water Pollution and Prevention Plan. The City will perform storm sewer repair and cleaning, vegetation removal, sediment removal, and pond cleaning. This type of work is best completed in dry conditions or the winter season. The 2022 Surface Water Maintenance Project include three sites, shown in the table below: AREA IMPROVEMENT Site 1 — Pond CWC-056-A Pond Maintenance — Sediment Removal Site 2 — Pond RES-015-A Pond Maintenance — Sediment Removal Site 3 —Pond RES-022-D Pond Maintenance — Sediment Removal Funding for the project is through the Stormwater Maintenance Fund. The budget for the project is $220,000.00. Quotes for the project were received on August 30, 2022. CONTRACTOR TOTAL QUOTE Arnt Construction Company, Inc. $177,850.20 Fuhr Trenching Did Not Quote C.W. Houle, Inc. Did Not Quote Jacon LLC $262,478.00 North Pine Aggregate, Inc. $248,735.00 Olson's Sewer Service/ Olson's Excavating Services Did Not Quote Penn Contracting, Inc. Did Not Quote The engineers estimate for the project was $167,750.00. The low bid was submitted by Arnt Construction Company, Inc. of Hugo, Minnesota, in the amount of $177,850.20. Arnt Construction Company, Inc. has adequately completed numerous project in the City of Lino Lakes. The completion date for this project is April 30, 2023. RECOMMENDATION Staff recommends adoption of Resolution No. 22-102 accepting quotes and awarding a construction contract for the 2022 Surface Water Maintenance Project, in the amount of $177,850.20 to Arnt Construction Company, Inc. ATTACHMENTS 1. Resolution No. 22-102 2. 2022 Surface Water Maintenance Project Plans CITY OF LINO LAKES RESOLUTION NO.22-102 RESOLUTION ACCEPTING QUOTES, AND AWARDING A CONSTRUCTION CONTRACT, 2022 SURFACE WATER MAINTENANCE PROJECT WHEREAS, pursuant to a request for quotes for the construction of the 2022 Surface Water Maintenance Project quotes were received, and tabulated: CONTRACTOR TOTAL QUOTE Arnt Construction Company, Inc. $177,850.20 Fuhr Trenching Did Not Quote C.W. Houle, Inc. Did Not Quote Jacon LLC $262,478.00 North Pine Aggregate, Inc. $248,735.00 Olson's Sewer Service/ Olson's Excavating Services Did Not Quote Penn Contracting, Inc. Did Not Quote WHEREAS, it appears that Arnt Construction Company, Inc. of Hugo, Minnesota, is the lowest responsible bidder; and WHEREAS, the funding for the project is from the Stormwater Maintenance Fund; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes that the Mayor and Clerk are hereby authorized and directed to enter into a contract Arnt Construction Company, Inc. for the construction of the 2022 Surface Water Maintenance Project in the amount of $177,850.20; Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. he motion for the adoption of the foregoing resolution was introduced by Councilmember Lyden and was duly seconded by Councilmember Cavegn and upon vote being taken thereon, the following voted in favor thereof: Lyden, Cavegn, Stoesz, Rafferty The following voted against same: None (Absent - Ruhland) ATTEST: Julianne Bartell, City Clerk Rob Rafferty, Mayor CONTRACTOR TO USE CITY TRAIL TO ACCESS SITE 6497 1C. . . . . . . . . . . ........ - — —ry — — — — — — -- PROJECT DESCRIPTION: 390 I INSTALL CONSTRUCTION MATS AS DIRECTED FOR ACCESS TO PROJECT AREA (INCIDENTAL). IF THE TRAIL IS DAMAGED DURING CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE THE FULL WIDTH OF THE TRAIL IN THE DAMAGED AREA AND REPLACE WITH NEW TRAIL AS DETAILED IN CITY OF LINO LAKES STANDARD PLATE GEN-9, DATED FEBRUARY 2021. 2. EXCAVATE APPROX. 700 CY POND SEDIMENT (PROPERTY OF CONTRACTOR) TO AN AVERAGE POND DEPTH OF 3.0 FT. SEDIMENT TO BE TESTED BY CITY PRIOR TO EXCAVATION. 3. RESTORE DISTURBED TURF AREA WITH SOD. 4. RESTORE DISTURBED NON -TURF AREAS WITH TOPSOIL, SEED (MNDOT MIX 33-261), FERTILIZER TYPE 3, AND CAT. 3N EROSION BLANKET. lopmay. NOTE: COST TO INCLUDE ALL MATERIALS, LABOR, REQUIRED EROSION CONTROL BMP'S AND TRAFFIC CONTROL TO SAFELY PERFORM THE DESCRIBED REPAIR WORK. 65 AND DEBRIS FROM 18" RC PIPE APROF-7 AND SEDIMENT CLEAR AND GRUBNS. .4 TER 9p C TREES AS NEEDED. REEK DRIVE LL 6501 6465 TA 'IT N A 0 30 60 H: MRMI!Mliiiii� SCALE IN FEET m L I SCALE: DESIGN BY: AS SHOWN JN PLAN BY: CHECK BY: KJG DH U) Z o O Ln LU of d SITE 1 CWC-056-A WSB PROJECT NO. 019724-000 SHEET OF 3 I I 615 4 . / _ 1 REMOVE AND REPLACE 27" RC PIPE APRON - _ AND TRASH GUARD. CLEAR AND GRUB 4-6 MEW 620 / TREES (+12" IN DIAMENTER) AS NEEDED. FOX ROAD 641 1, CONTRACTOR TO USE CITY TRAIL TO ACCESS THE SITE - T A A i i WHITE OWL DRIVE I _ y I I I I; P, 6328 el 6316 PROJECT DESCRIPTION: 1. INSTALL CONSTRUCTION MATS AS DIRECTED FOR ACCESS TO PROJECT AREA (INCIDENTAL). IF THE TRAIL IS DAMAGED DURING CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE THE FULL WIDTH OF THE TRAIL IN THE DAMAGED AREA AND REPLACE WITH NEW TRAIL AS DETAILED IN CITY OF LINO LAKES STANDARD PLATE GEN-9, DATED FEBRUARY 2021. 2. EXCAVATE APPROX. 720 CY POND SEDIMENT (PROPERTY OF CONTRACTOR) TO AN AVERAGE POND DEPTH OF 2.0 FT. SEDIMENT TO BE TESTED BY CITY PRIOR TO EXCAVATION. 3. RESTORE DISTURBED TURF AREA WITH SOD. 4. RESTORE DISTURBED NON -TURF AREAS WITH TOPSOIL, SEED (MNDOT MIX 33-261), FERTILIZER TYPE 3, AND CAT. 3N EROSION BLANKET. NOTE: COST TO INCLUDE ALL MATERIALS, LABOR, REQUIRED EROSION CONTROL BMP'S AND TRAFFIC CONTROL TO SAFELY PERFORM THE DESCRIBED REPAIR WORK. 0 30 60 H: SCALE IN FEET wsbl SCALE: DESIGN BY: AS SHOWN JN PLAN BY: CHECK BY: KJG DH U z Z s O _ U) w G= SITE 2 - RES-015-A Z 2 C W Q J Z J WSB PROJECT NO. 019724-000 SHEET 2 OF 3 PROJECT DESCRIPTION: 1. INSTALL CONSTRUCTION MATS AS DIRECTED FOR ACCESS TO PROJECT AREA (INCIDENTAL). 2. TRIM TREES AS DIRECTED TO ACCESS POND (PROPERTY OF CONTRACTOR). CONTRACTOR TO COORDINATE SITE ACCESS WITH PROPERTY OWNERS AND THE CITY. 3. EXCAVATE APPROX. 700 CY POND SEDIMENT (PROPERTY OF CONTRACTOR)TO AN AVERAGE POND DEPTH OF 4.0 FT. SEDIMENT TO BE TESTED BY CITY PRIOR TO EXCAVATION. 4. RESTORE DISTURBED TURF AREA WITH SOD. 5. RESTORE DISTURBED NON -TURF AREAS WITH TOPSOIL, SEED (MNDOT MIX 33-261), FERTILIZER TYPE 3, AND CAT. 3N EROSION BLANKET. NOTE: COST TO INCLUDE ALL MATERIALS, LABOR, REQUIRED EROSION CONTROL BMP'S AND TRAFFIC CONTROL TO SAFELY PERFORM THE DESCRIBED REPAIR WORK. N k 0 30 60 H: SCALE IN FEET wsbl SCALE: DESIGN BY: AS SHOWN JN PLAN BY: CHECK BY: KJG DH U z Z e O a U) w d SITE 3 - RES-022-D WSB PROJECT NO. 019724-000 SHEET 3 OF 3 CITY COUNCIL AGENDA ITEM 6E STAFF ORIGINATOR: Michael Grochala, Community Development Director MEETING DATE: September 12, 2022 TOPIC: Consider Resolution No. 22-105 Approving the Joint Powers Agreement with Anoka County for the Reconstruction of CSAH 49 (Hodgson Rd) and CSAH 32 (County Road J) VOTE REQUIRED: INTRODUCTION 3/5 Vote Required Staff is requesting approval of the Joint Powers Agreement (JPA) between the City of Lino Lakes and Anoka County to facilitate the reconstruction of the Hodgson Road and County Road J intersection. BACKGROUND Redevelopment of the northwest quadrant of the Hodgson Road/County Road J intersection, by Lyngblomsten, required certain improvements to the adjacent county roads. These improvements included turn lanes at all new intersections and the Hodgson Road/CRJ intersection along with modifications to the existing signal system. The estimated cost of the improvements was $902,000. These proposed improvements led to a broader discussion with Anoka and Ramsey Counties, Shoreview and Lino Lakes on a more comprehensive solution to the areas transportation needs. In 2021, Anoka County agreed to take over the project lead and retained WSB and Associates to investigate intersection design options and facilitate a public engagement process. Final design in nearly complete and construction is proposed for 2023. Due to funding considerations it is possible that the project is pushed back to 2024. The first amendment to the development agreement requires Lyngblomsten to proceed with the off -site road improvements unless the City and County enter an agreement, by September 30, 2022, for the County to construct the improvements. The County is committed to move forward with a more comprehensive improvement in partnership with Lino Lakes, Shoreview and Ramsey County. The proposed project will include reconstruction of County Road J from Grotto Street to Kent Street and Hodgson Road from Rohavic Lane to Emil Avenue. Potential intersection control alternatives were evaluated, and a roundabout was selected as the preferred alternative. This project will consist of roundabout construction, addition of turn lanes into the Lyngblomsten development, bituminous trails, ADA-compliant pedestrian accommodations at the intersection, lighting and stormwater drainage improvements. The estimate construction cost of the project is $3,990,507.00. The City's estimated share of the construction is $806,699.25. The City will also share in the cost of construction engineering at a rate of 8% of City's construction share. This is estimated at $64,535.94. The total estimated City share of the project is $871,235.19. Of this amount Lyngblomsten will be responsible for $698,106. The remaining City share of $173,129 will be funded though the City's Municipal State Aid fund. Any additional streetscaping or landscaping requested by the City will be in addition to this amount. The Joint Powers Agreement has been drafted to set forth a basic understanding of both the City and County project responsibilities and cost share. Significant Components include: • Description of improvements and agreement on layout. • Intersection access modifications. • Provisions for the inclusion of landscaping elements by City. • Maintenance responsibilities for storm ponds, street lighting and electricity. • Cost Share. Actual amount will based on final contract bid. A separate Joint Powers Agreement will need to be entered into with the City of Shoreview regarding shared maintenance responsibilities. RECOMMENDATION Staff is recommending adoption of Resolution No. 22-105 approving the Joint Powers Agreement with Anoka County for Reconstruction of Hodgson Road and County Road J. ATTACHMENTS 1. Resolution No.22-105 2. Joint Powers Agreement CITY OF LINO LAKES RESOLUTION NO. 22-105 APPROVING THE JOINT POWERS AGREEMENT FOR IMPROVEMENTS AT THE INTERSECTION OF ANOKA COUNTY CSAH 49 AND ANOKA COUNTY CSAH 32/RAMSEY COUNTY CSAH 1 IN THE CITIES OF LINO LAKES, MN AND SHOREVIEW, MN WHEREAS, Anoka County and the City of Lino Lakes find that it is in the best interest of the traveling public to reconstruct the intersection of County State Aid Highway 49 (Hodgson Road), hereinafter referred to as CSAH 49, and Anoka County State Aid Highway 32 (Ash Street)/Ramsey County State Aid Highway 1 (County Road J), hereinafter referred to as CSAH 32/CSAH 1, and, WHEREAS, the County has prepared preliminary design plans for the reconstruction of the intersection of CSAH 49 and CSAH 32/CSAH 1 in accordance with Anoka County, Ramsey County and the Minnesota Department of Transportation standards to a staff approved layout condition; and, WHEREAS, Anoka and Ramsey Counties have joint jurisdiction over the intersection of CSAH 49 and CSAH 32/CSAH 1; and WHEREAS, the parties agree that it is in their best interest that the cost of the project be shared; and WHEREAS, Minn. Stat. § 471.59 authorizes political subdivisions of the state to enter into joint powers agreements for the joint exercise of powers common to each. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes approves the Joint Powers Agreement with Anoka County to reconstruct the intersection of County State Aid Highway 49 (Hodgson Road), and Anoka County State Aid Highway 32 (Ash Street)/Ramsey County State Aid Highway 1 (County Road J). Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Cavegn and was duly seconded by Councilmember Stoesz nd upon vote being taken thereon, the following voted in favor thereof. Lyden, Cavegn, Stoesz, Rafferty The following voted against same: None (Absent - Ruhland) Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk Anoka County Contract No. C0009260 JOINT POWERS AGREEMENT FOR IMPROVEMENTS AT THE INTERSECTION OF ANOKA COUNTY CSAH 49 AND ANOKA COUNTY CSAH 32/RAMSEY COUNTY CSAH 1 IN THE CITIES OF LINO LAKES, MN AND SHOREVIEW, MN (Anoka County Project Nos. SAP 002-649-003 & SAP 002-632-019, Ramsey County Project Nos. SAP 062-649-052 & SAP 062-601-016 City of Lino Lakes Project Nos. THIS AGREEMENT is made by the parties on the last date executed below, by and between the County of Anoka, a political subdivision of the State of Minnesota, 2100 Third Avenue, Anoka, Minnesota 55303, hereinafter referred to as "County", and the City of Lino Lakes, 600 Town Center Parkway, Lino Lakes, MN 55014, hereinafter referred to as "City". WITNESSETH WHEREAS, the parties to this agreement agree it is in the best interest of the traveling public to reconstruct the intersection of County State Aid Highway 49 (Hodgson Road), hereinafter referred to as CSAH 49, and Anoka County State Aid Highway 32 (Ash Street)/Ramsey County State Aid Highway 1 (County Road J), hereinafter referred to as CSAH 32/CSAH 1, and, WHEREAS, the County has prepared preliminary design plans for the reconstruction of the intersection of CSAH 49 and CSAH 32/CSAH 1 in accordance with Anoka County, Ramsey County and the Minnesota Department of Transportation standards to a staff approved layout condition; and, WHEREAS, Anoka and Ramsey Counties have joint jurisdiction over the intersection of CSAH 49 and CSAH 32/CSAH 1 and, WHEREAS, the parties agree that it is in their best interest that the cost of said project be shared; and, WHEREAS, Minn. Stat. § 471.59 authorizes two or more governmental units to enter into joint powers agreements for the joint exercise of powers common to each. NOW, THEREFORE, IT IS MUTUALLY STIPULATED AND AGREED: P1 TRPOSF The parties have joined together for the purpose of reconstructing the roadway, drainage and trail as well as other utilities at the intersection of CSAH 49 and CSAH 32/CSAH 1 as described in the preliminary design plans. The Anoka County project numbers for the reconstruction are SAP 002-649-003/SAP 002- 632-019 (hereinafter the "Project"); the Ramsey County project numbers are SAP 062-649-052 & SAP 062-601-016; the City project numbers are . Said engineering plans are filed in the office of the Anoka County Highway Department and incorporated herein by reference. The parties to this Joint Powers Agreement (JPA) agree in principle that the Project is in the best interests of the traveling public and that the Preliminary Layout as shown in Exhibit "A" defines the preliminary design of the Project. Anoka County Contract No. C0009260 It is agreed that the Exhibit "A" Layout dated June 25, 2022 has been reviewed and accepted by the parties and is suitable for preparation of final construction documents. Any significant changes made hereafter to the design as presented in the Exhibit "A" Layout will require approval by the parties as an amendment to this JPA. These same changes will require a change in the cost share to include any additional design engineering costs that may occur. All Exhibits attached to or referred to in this JPA are incorporated by reference and made part of this Agreement. II. METHOD The County shall cause the construction of the Project. IMPROVEMENTS: It is agreed by the parties that in 2023, or 2024 if federal funding is secured, the intersection of CSAH 49/CSAH 32 will be reconstructed as a roundabout to the extent shown in "Exhibit A". Improvements include, but are not limited to: roadway widening, roundabout construction, concrete median, storm sewer and associated ponding, turn lanes, shoulders, lighting, bituminous trails, retaining walls and concrete curb & gutter. The costs of these improvements have been estimated for this agreement and will be finalized after bids have been received. These costs will be shared by the County and the City. INTERSECTIONS: As agreed by the parties, improvements to the following intersections have been incorporated in the Exhibit "A" Layout design: CSAH 49 / CSAH 32: Roundabout CSAH 49 / Blanchard Boulevard: Full Access CSAH 49 / Lyngblomsten Drive (private drive): Right -In Right -Out CSAH 32 / Woodridge Lane: Full Access CSAH 32 / Blanchard Boulevard/St. Albans Street: 3/4 Access RIGHT OF WAY: The parties agree that the County will acquire all necessary right-of-way and easements for the Project. Acquisition of any additional right-of-way and/or easements needed for improvements to the City street intersections beyond what is defined in the Exhibit "A" Layout will be the responsibility of the City. It is agreed by the parties that all necessary right of way and easements will be in legal possession of the County prior to acceptance of bids for the project. Any City owned property or easements required for the construction will be conveyed to the County at no cost. DRAINAGE: The City shall pay for a percentage of the cost of the storm sewer system, including the detention basins and their outlet structures. The City portion of the cost is based on contributing flow through the storm sewer system to the detention basin determined by the product of contributing area and runoff coefficient. 2 Anoka County Contract No. C0009260 BITUMINOUS TRAIL: The parties agree that the City will be responsible for 100% of the cost of construction of the bituminous trail located within the Lino Lakes city limits. The trail location as shown in Exhibit "A" has been agreed to by the City. If this location changes in the future, the additional costs associated with this change will be the responsibility of the City. The parties understand that the cost for the trail includes: bituminous surfacing, aggregate base, excavation (including muck excavation), borrow material (granular and topsoil), and turf establishment. The parties agree that the County will pay for the design of the trail, wetland mitigation required by impacts caused by the trail, the additional right of way and easements required to construct the trail at the proper location, and any removal items, with the exception of any soils correction in areas of existing trails, required to construct the trail. TRAFFIC CONTROL: The parties understand and agree that certain portions of CSAH 49 and CSAH 32 will be restricted to one-way traffic during construction, but access for local traffic will be maintained during construction. The parties agree and understand the cost share for traffic control for the city shall be a prorated share based on the city project cost divided by the Anoka County portion of the total project cost. DRIVEWAYS: The parties agree that all driveways within the City of Lino Lakes that are affected (excluding those identified for removal) by the Project will be reconstructed in kind at 100% project cost with the cost of any upgrades requested by the City, including concrete aprons, to be the sole responsibility of the City. LANDSCAPING / STREETSCAPING: The parties agree that if the City wishes to include landscaping or streetscape features in the project, they shall be designed in accordance with Anoka County Highway Department Landscape/Streetscape Guidelines. The City shall supply the signed plans, specifications, and estimated quantities (using MnDOT Item Numbers) and cost for the proposed landscape/streetscape. The total cost of the design as well as the construction cost above standard median cost will be at the expense of the requesting City. All construction documents must be submitted to the County prior to the advertisement of bids or by November 1, 2022, whichever is earlier. Future maintenance of any landscaping/streetscaping will be the sole responsibility of the City. LIGHTING: The parties agree that the roundabout intersection lighting costs will be shared per the standard County cost share for new traffic signals, with the City paying for 25% of the roundabout lighting. If the City would like additional lighting on the project, or requests upgraded lighting materials (e.g. decorative poles, fixtures, and luminaires), this additional cost would be 100% City responsibility. Lighting will be installed in accordance with the City lighting ordinance and will contain LED fixtures wherever possible and provided such lighting is within the budget for the Project. UTILITIES: Anoka County Contract No. C0009260 The parties agree that the Exhibit "A" Layout does not include specific proposed utility locations, as those will be determined during later stages of the design process. The City will be responsible for the design of any sanitary sewer and water main improvements and/or relocations due to road reconstruction, which will be incorporated into the project bid documents. The cost of the design of these features shall be the responsibility of the City. The City's design of any sanitary sewer and water main utilities are to include signed plans, specifications, and estimated quantities (using MnDOT Item Numbers) and cost. All construction documents must be submitted to the County prior to the advertisement of bids or by November 1, 2022, whichever is earlier. PERMITS: The parties agree that the County will secure all necessary permits for this Project. The City agrees to coordinate with the County in securing the permits required by the Rice Creek Watershed District, city permits, as well as any other permits that may be required. The County also requests that the City inform the County of any ordinances or city regulations that affect construction at the time of the signing of this JPA (e.g. setbacks, tree clearing ordinances, or any other city ordinances). III. COSTS The contract costs of the work, or if the work is not contracted, the cost of all labor, materials, normal engineering costs and equipment rental required to complete the work, shall constitute the "actual construction costs" and shall be so referred to herein. "Estimated construction costs" are good faith projections of the costs, which will be incurred for this project. Actual costs will vary and those will be the costs for which the relevant parties will be responsible The estimated construction cost of the total project is $3,990,507.00, and is shown in Exhibit `B". If Federal funds are secured for the Project at a future date, those funds shall be split based on the ratio of eligible cost incurred by each party to the total eligible project cost and the parties shall comply with all federal requirements for the Project. The total estimated construction cost to the City is $806,699.25. This cost includes additional contribution associated with the Lyngblomsten development located at the northwest quadrant of the Project. The City's participation in construction engineering will be at a rate of eight percent (8%) of their designated construction share of $806,699.25. The estimated cost to the City for construction engineering is $64,535.94. In summary, the total City share of this project is * $871,235.19 ( see summary below). * $806,699.25 + $64,535.94 = $871,235.19 Upon award of the contract, the City shall pay to the County, upon written demand by the County, ninety five percent (95%) of its portion of the cost of the project estimated at $827,673.43. Prior to billing, this estimate will be updated by the County to reflect the actual bid prices as awarded. An updated cost estimate shall be provided to the City at the time of billing. The City's share of the cost of the project shall include only construction and construction engineering expense and does not include engineering design and administrative expenses incurred by the County. After final completion of the project, the City's share of the construction cost will be based upon actual construction costs. If necessary, adjustments to the initial ninety five percent (95%) charged will be made 4 Anoka County Contract No. C0009260 in the form of credit or additional charges to the City's share. The remaining five percent (5%) of the City's portion of the construction costs shall be paid at that time. The County agrees to submit to the City for review final quantities and cost within one year of project substantial completion. IV. TERM / TERMINATION This Agreement shall become effective immediately upon execution, and will remain in effect until the Project and all restoration activities are completed, with exception of the ownership and maintenance provisions within this Agreement which shall continue indefinitely and survive termination of this Agreement. V. DISBURSEMENT OF FUNDS All funds disbursed by the County or City pursuant to this Agreement shall be disbursed by each entity pursuant to the method provided by law. VI. CONTRACTS AND PURCHASES All contracts let and purchases made pursuant to this Agreement shall be made by the County in conformance to the State laws. VII. STRICT ACCOUNTABILITY A strict accounting shall be made of all funds and report of all receipts and shall be made upon request by either party. Prior to city payment to the County, Anoka County shall provide the City a copy of all cost participation documents submitted to MnDOT State Aid to assist the city in their application for MSA funding. IX. MAINTENANCE A. Maintenance of the completed watermain, sanitary sewer, storm sewer (except catch basins and catch basin leads), and detention basins (including ponds and their outlet structures and grit chambers/collectors) shall be the sole obligation of the City, with the understanding that the City of Lino Lakes may allocate a portion of these maintenance activities to the City of Shoreview via separate agreement. B. Maintenance of the bituminous trail within the City limits of Lino Lakes shall be the responsibility of the City. The City shall be responsible for general routine maintenance, such as sweeping, clearing, plowing, trash removal and other incidental items. Additionally, the City shall be responsible for long-term maintenance, such as bituminous overlays, crack sealing and replacement. C. Maintenance of crosswalk pavement markings shall be the responsibility of the Cities of Lino Lakes and Shoreview, which may be allocated by separate agreement, as well as Ramsey County. Ramsey County will be responsible for the maintenance of the crosswalk pavement marking for the crossings at the roundabout. The Cities will allocate responsibilities for all crosswalk pavement markings for any trail/sidewalk crossings at all city streets. 5 Anoka County Contract No. C0009260 D. Maintenance of streetlights and cost of electrical power to the streetlights shall be the sole obligation of the Cities of Lino Lakes and Shoreview. The Cities shall allocate responsibilities for long-term maintenance and replacement of the complete street light system including items such as: poles, fixtures, luminaires, and control cabinets. Neither Anoka nor Ramsey County are responsible for these items. E. The Cities of Lino Lakes and Shoreview shall allocate responsibilities for the maintenance and up -keep of the center island located within the roundabout. Neither Anoka nor Ramsey County are responsible for these items. X. NOTICE For purposes of delivery of any notices herein, the notice shall be effective if delivered to the County Administrator of Anoka County, 2100 Third Avenue, Anoka, Minnesota 55303, on behalf of the County, and to the City Administrator of the City of Lino Lakes, 600 Town Center Parkway, Lino Lakes, MN 55014, on behalf of the City. XI. INDEMNIFICATION The City and County mutually agree to indemnify and hold harmless each other from any claims, losses, costs, expenses or damages resulting from the acts or omissions of the respective officers, agents, or employees relating to activities conducted by either parry under this Agreement. XII. ENTIRE AGREEMENT REQUIREMENT OF A WRITING It is understood and agreed that the entire agreement of the parties is contained herein and that this Agreement supersedes all oral agreements and all negotiations between the parties relating to the subject matter thereof, as well as any previous agreement presently in effect between the parties to the subject matter thereof. Any alterations, variations, or modifications of the provisions of this Agreement shall be valid only when they have been reduced to writing and duly signed by the parties. XIIL COUNTERPARTS This Agreement may be executed in any number of counterparts, each one of which shall be deemed to be an original, but all such counterparts together shall constitute one and the same instrument. 0 Anoka County Contract No. C0009260 IN WITNESS WHEREOF, the parties of this Agreement have hereunto set their hands on the dates written below: COUNTY OF ANOKA Rhonda Sivarajah County Administrator RECOMMENDED FOR APPROVAL: Joseph J. MacPherson, P.E. Transportation Division Manager APPROVED AS TO FORM AND EXECUTION: Christine V. Carney Assistant County Attorney CITY OF LINO LAKES By: Rob Rafferty Mayor Dated: By: Julianne Bartell City Clerk Dated: By: Diane Hankee, P.E. City Engineer Dated: By: City Attorney Dated: 7 OPINION OF PROBABLE COST WSB Project: County Road J (Ramsey CSAH 1 / Anoka CSAH 32) at Hodgson Road (CSAH 49) Intersection Improvements Project Location: Anoka County and Ramsey County, Minnesota WSB Project No.: 019054-000 Date: 09/07/2022 STATEMENT OF ESTIMATED QUANTITIES ITEM NUMBER DESCRIPTION NOTES UNIT UNIT PRICE PROJECT TOTAL ANOKA COUNTY RAMSEY COUNTY CITY OF LINO LAKES 50% ANOKA COUNTY 50% LINO LAKES 50% RAMSEY COUNTY 50% SHOREVIEW 25% RAMSEY COUNTY 75% SHOREVIEW STORM SEWER 45% ANOKA COUNTY 45% RAMSEY COUNTY 5% LINO LAKES 5% SHOREVIEW Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost 2021.501 MOBILIZATION LUMP SUM $400,000.00 1 $392,000.00 0.24 $96,000.00 0.32 $128,000.00 0.18 $72,000.00 0.02 $8,000.00 0.02 $8,000.00 0.01 $4,000.00 0.19 $76,000.00 2031.602 COMBINATION FIELD LABORATORY -OFFICE EACH $20,000.00 1 $19,600.00 0.24 $4,800.00 0.32 $6,400.00 0.18 $3,600.00 0.02 $400.00 0.02 $400.00 0.01 $200.00 0.19 $3,800.00 2101.505 CLEARING (1) ACRE $5,000.00 0.5 $2,500.00 0.5 $2,500.00 2101.505 GRUBBING 1 ACRE $4,800.00 0.5 $2,400.00 0.5 $2,400.00 2101.524 CLEARING (1) EACH $250.00 21.0 $5,250.00 15.0 $3,750.00 6.0 $1,500.00 2101.524 GRUBBING 1 EACH $200.00 21.0 $4,200.00 15.0 $3,000.00 6.0 $1,200.00 2102.503 PAVEMENT MARKING REMOVAL LIN FT $1.00 960 $960.00 700 $700.00 260 $260.00 2104.502 REMOVE PIPE APRON EACH $230.00 4 $920.00 4 $920.00 2104.502 REMOVE LIGHTING UNIT EACH $1,250.00 3 $3,750.00 1 $1,250.00 2 $2,500.00 2104.502 REMOVE DRAINAGE STRUCTURE EACH $440.00 9 $3,960.00 3 $1,320.00 6 $2,640.00 2104.502 REMOVE SIGN EACH $62.00 127 $7,874.00 8 $496.00 119 $7,378.00 2104.502 REMOVE SIGN TYPE SPECIAL EACH $62.00 1 $62.00 1 $62.00 2104.502 REMOVE SIGNAL SYSTEM (12) EACH $12,000.00 1 $12,000.00 0.25 $3,000.00 0.50 $6,000.00 0.25 $3,000.00 2104.502 SALVAGE SIGN EACH $70.00 5 $350.00 5 $350.00 2104.502 SALVAGE SIGN TYPE SPECIAL EACH $72.00 3 $216.00 3 $216.00 2104.502 SALVAGE MAIL BOX SUPPORT 2 EACH $125.00 19 $2,375.00 9 $1,125.00 10 $1,250.00 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $6.00 127 $762.00 85 $510.00 42 $252.00 2104.503 SAWING BIT PAVEMENT L DEPTH LIN FT $4.00 931 1 $3,724.00 409 $1,636.00 522 $2,088.00 2104.503 REMOVE SEWER PIPE (STORM) LIN FT $24.00 526 $12,624.00 254 $6,096.00 272 $6,528.00 2104.503 REMOVE CURB & GUTTER LIN FT $5.00 3541 $17,705.00 1645 $8,225.00 1896 $9,480.00 2104.503 REMOVE BITUMINOUS CURB LIN FT $4.00 137 $548.00 137 $548.00 2104.503 REMOVE FENCE LIN FT $5.00 135 $675.00 135 $675.00 2104.504 REMOVE CONCRETE WALK SQ YD $15.00 120 $1,800.00 31 $465.00 89 $1,335.00 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $13.00 435 $5,655.00 280 $3,640.00 155 $2,015.00 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $9.00 1202 $10,818.00 1076 $9,684.00 126 $1,134.00 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 1 $6.00 21263 $127,578.00 12394 $74,364.00 8869 $53,214.00 2104.518 REMOVE BITUMINOUS WALK SQ FT $2.00 14045 $28,090.00 587 $1,174.00 13458 $26,916.00 2104.518 REMOVE CONCRETE WALK SQ FT $2.00 965 $1,930.00 342 $684.00 623 $1,246.00 2106.507 EXCAVATION - COMMON (P) CU YD $10.00 16500 $165,000.00 5300 $53,000.00 7500 $75,000.00 3700 $37,000.00 2106.507 EXCAVATION - SUBGRADE P CU YD $14.00 10900 $152,600.00 3400 $47,600.00 4800 $67,200.00 2700 $37,800.00 2106.507 EXCAVATION - CHANNEL AND POND (P) CU YD $12.00 2500 $30,000.00 1250 $15,000.00 1250 $15,000.00 2106.507 SELECT GRANULAR EMBANKMENT C P) CU YD $20.00 10100 $202,000.00 2600 $52,000.00 4800 $96,000.00 2700 $54,000.00 2106.507 COMMON EMBANKMENT (CV) (P) CU YD $8.00 6650 $53,200.00 1800 $14,400.00 3100 $24,800.00 1750 $14,000.00 2118.507 AGGREGATE SURFACING C CLASS 2 P CU YD $67.00 42 $2,814.00 42 $2,814.00 2123.510 DOZER HOUR $160.00 40 $6,400.00 20 $3,200.00 20 $3,200.00 2123.610 STREET SWEEPER ITH PICKUP BROOM 4 HOUR $324.00 40 $12,960.00 20 $6,480.00 20 $6,480.00 2123.610 1.5 CU YD BACKHOE (3) HOUR $200.00 40 $8,000.00 20 $4,000.00 20 $4,000.00 2130.523 WATER 5 M GALLON $40.00 150 $6,000.00 75 $3,000.00 75 $3,000.00 2211.507 AGGREGATE BASE (CV) CLASS 5 (P) CU YD $28.00 5963 $166,964.00 2563 $71,764.00 1720 $48,160.00 1399 $39,172.00 96 $2,688.00 127 $3,556.00 58 $1,624.00 2301.504 CONCRETE PAVEMENT 7.0" SQ YD $80.00 1362 $108,960.00 454 $36,320.00 454 $36,320.00 454 $36,320.00 2301.504 CONCRETE PAVEMENT 7.0" SPECIAL (6) SQ YD $85.00 258 $21,930.00 86 $7,310.00 86 $7,310.00 86 $7,310.00 2301.602 DRILL & GROUT REINF BAR EPDXY COATED EACH $15.00 285 $4,275.00 6 $90.00 95 $1,425.00 91 $1,365.00 93 $1,395.00 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.00 2145 $4,290.00 798 $1,596.00 771 $1,542.00 576 $1,152.00 2360.509 TYPE SP 9.5 WEARING COURSE MIX 2,B (8) TON $88.00 502 $44,176.00 179 $15,752.00 213 $18,744.00 110 $9,680.00 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3,C) TON $65.00 115 $7,475.00 97 $6,305.00 18 $1,170.00 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX 3,B TON $68.00 2423 $164,764.00 901 $61,268.00 871 $59,228.00 651 $44,268.00 2360.509 TYPE SP 12.5 WEARING COURSE MIX (3,C) TON $74.00 4845 $358,530.00 1802 $133,348.00 1741 $128,834.00 1302 $96,348.00 2503.503 15" RC PIPE SEWER DES 3006 CL V LIN FT $72.00 2000 $144,000.00 2000 $144,000.00 2503.503 18" RC PIPE SEWER DES 3006 CL V LIN FT $75.00 1600 $120,000.00 1600 $120,000.00 2503.503 24" RC PIPE SEWER DES 3006 CL V LIN FT $105.00 1100 $115,500.00 1100 $115,500.00 2504.602 ADJUST HYDRANT EACH $2,600.00 4 $10,400.00 1 $2,600.00 3 $7,800.00 2504.602 ADJUST VALVE BOX EACH $760.00 15 $11,400.00 4 $3,040.00 11 $8,360.00 2506.502 CASTING ASSEMBLY EACH $930.00 74 $68,820.00 74 $68,820.00 2506.502 ADJUST FRAME & RING CASTING EACH $714.00 15 $10,710.00 7 $4,998.00 8 $5,712.00 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 LIN FT $450.00 250 $112,500.00 250 $112,500.00 2506.503 CONST DRAINAGE STRUCTURE DES 60-4020 LIN FT $750.00 130 $97,500.00 130 $97,500.00 2521.518 4" CONCRETE WALK (9) SQ FT $8.00 17182 $137,456.00 2128 $17,024.00 5480 $43,840.00 7721 $61,768.00 1853 $14,824.00 2521.518 4" CONCRETE WALK SPECIAL 6 SQ FT $9.00 981 $8,829.00 231 $2,079.00 474 $4,266.00 276 $2,484.00 2521.518 6" CONCRETE WALK (7) SQ FT $11.00 5230 $57,530.00 280 $3,080.00 2136 $23,496.00 2402 $26,422.00 412 $4,532.00 2531.503 CONCRETE CURB & GUTTER DESIGN B418 MOD (10) LIN FT $26.00 4341 $112,866.00 1757 $45,682.00 1365 $35,490.00 1219 $31,694.00 2531.503 CONCRETE CURB & GUTTER DESIGN B424 LIN FT $30.00 7291 $218,730.00 2183 $65,490.00 1864 $55,920.00 1991 $59,730.00 1253 $37,590.00 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $21.00 300 $6,300.00 300 $6,300.00 2531.503 CONCRETE CURB & GUTTER DESIGN R418 LIN FT $30.00 255 $7,650.00 85 $2,550.00 85 $2,550.00 85 $2,550.00 2531.503 SURMOUNTABLE CURB & GUTTER (10) LIN FT $28.00 156 $4,368.00 67 $1,876.00 89 $2,492.00 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $67.00 533 $35,711.00 227 $15,209.00 32 $2,144.00 274 $18,358.00 2531.618 TRUNCATED DOMES SQ $53.00 568 $30,104.00 32 $1,696.00 225 $11,925.00 243 $12,879.00 68 $3,604.00 2540.602 INSTALL MAIL BOX SUPPORT EACH $630.00 19 $11,970.00 9 $5,670.00 10 $6,300.00 2545.502 LIGHTING UNIT EACH $11,000.00 16 $176,000.00 6 $66,000.00 6 $66,000.00 4 $44,000.00 Page 1 P:\002-649-003 CSAH 49 at CR J\Documents\Agreements\Lino Lakes JPA\Copy of 019054-000_EngineerEstimate_2022-09-06.xlsx OPINION OF PROBABLE COST WSB Project: County Road J (Ramsey CSAH 1 / Anoka CSAH 32) at Hodgson Road (CSAH 49) Intersection Improvements Project Location: Anoka County and Ramsey County, Minnesota WSB Project No.: 019054-000 Date: 09/07/2022 STATEMENT OF ESTIMATED QUANTITIES ITEM NUMBER DESCRIPTION NOTES UNIT UNIT PRICE PROJECT TOTAL ANOKA COUNTY RAMSEY COUNTY CITY OF LINO LAKES 50% ANOKA COUNTY 50% LINO LAKES 50% RAMSEY COUNTY 50% SHOREVIEW 25% RAMSEY COUNTY 75% SHOREVIEW STORM SEWER 45% ANOKA COUNTY 45% RAMSEY COUNTY 5% LINO LAKES 5% SHOREVIEW Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost Estimated Quantity Estimated Cost 2563.601 TRAFFIC CONTROL LUMPSUM $100,000.00 1 $98,000.00 0.24 $24,000.00 0.32 $32,000.00 0.18 $18,000.00 0.02 $2,000.00 0.02 $2,000.00 0.01 $1,000.00 0.19 $19,000.00 2564.602 INSTALL SIGN EACH $600.00 5 $3,000.00 5 $3,000.00 2564.602 INSTALL SIGN TYPE SPECIAL EACH $290.00 3 $870.00 3 $870.00 2564.602 DELINEATOR / MARKER EACH $140.00 2 $280.00 2 $280.00 2564.602 DELINEATOR / MARKER PANEL EACH $75.00 9 $675.00 1 $75.00 8 $600.00 2564.618 SIGN SQ FT $42.00 777 $32,634.00 177 $7,434.00 600 $25,200.00 2573.501 STABILIZED CONSTRUCTION EXIT LUMPSUM $7,500.00 1 $7,350.00 0.24 $1,800.00 0.32 $2,400.00 0.18 $1,350.00 0.02 $150.00 0.02 $150.00 0.01 $75.00 1 0.19 $1,425.00 2573.501 EROSION CONTROL SUPERVISOR LUMPSUM $8,000.00 1 $7840.00 0.24 $1,920.00 0.32 $2,560.00 0.18 $1,440.00 0.02 $160.00 0.02 $160.00 0.01 $80.00 0.19 $1,520.00 2573.502 STORM DRAIN INLET PROTECTION EACH $163.00 74 $12,062.00 37 $6,031.00 37 $6,031.00 2573.503 SILT FENCE; TYPE MS LIN FT $3.00 3000 $9,000.00 1500 $4,500.00 1500 $4,500.00 2573.503 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT $3.00 8000 $24,000.00 4000 $12,000.00 4000 $12,000.00 2574.508 FERTILIZER TYPE POUND $1.00 1200 $1,200.00 600 $600.00 600 $600.00 2575.505 SEEDING ACRE $190.00 3.5 $665.00 2.0 $380.00 1.5 $285.00 2575.508 SEED MIXTURE 25-131 POUND $4.00 860 $3,440.00 430 $1,720.00 430 $1 720.00 2575.523 RAPID STABILIZATION METHOD 3 M GALLON $370.00 40 $14,800.00 20 $7,400.00 20 $7,400.00 2582.503 4" SOLID LINE MULTI COMP 11 LIN FT $1.00 9941 $9,941.00 6735 $6,735.00 3206 $3 206.00 2582.503 24" SOLID LINE MULTI COMP 11 LIN FT $16.00 552 $8,832.00 291 $4,656.00 261 $4,176.00 2582.503 4" BROKEN LINE MULTI COMP 11 LIN FT $2.00 320 $640.00 210 $420.00 110 $220.00 2582.503 4" DBLE SOLID LINE MULTI COMP 11 LIN FT $2.00 3926 $7,852.00 2453 $4,906.00 1473 $2,946.00 2582.503 4" SOLID LINE PREF TAPE 11 LIN FT $6.00 748 $4 488.00 333 $1 998.00 415 $2,490.00 2582.503 12" DOTTED LINE PREF TAPE 11 LIN FT $14.00 30 $420.00 15 $210.00 15 $210.00 2582.518 PAVT MSSG PREF THERMO SO FT $50.00 220 $11 000.00 62 $3 100.00 158 $7 900.00 2582.518 CROSSWALK PREF THERMO SQFT $25.00 1272 $31,800.00 600 $15,000.00 672 $16,800.00 ROADWAY CONSTRUCTION TOTAL $3 979 797.00 $ 1,022,050.00 $ 1,279,948.00 $ 730 886.00 $ 75 620.00 $ 66 659.00 $ 44 569.00 $ 760 065.00 LINO LAKES Cost share items: $75,813.25 Total construction cost: $806,699.25 8% const. eng.: $64,535.94 TOTAL COST: $871,235.19 Page 2 P:\002-649-003 CSAH 49 at CR J\Documents\Agreements\Lino Lakes JPA\Copy of 019054-000_EngineerEstimate_2022-09-06.xlsx County Road J and Hodgson Road Improvements RAMSEY COUNTY y� r: 1 T x O F SHOREVIEW ANOKA 11ti • I/ COUNTY L �� N wsb FUNDING RESPONSIBILITY AUGUST 19, 2022 EJ SCALE IN FEET 0 50 100 AW y 07 i X. h I I I I A I I � • :a I I - I I .� � I I t• I I 4t; 7-- Vow 41 ;..14 Mw 1 yl ' r r T' 7; OIL A. AA 64 r c •.y f '_- • �- �.�{ ti_ �. � _ � tip. � j- f - _ .f ?•' .. 1k+<' _ r -^ •_ • A C At t �; • •` r •�. aN' r 3 ram` '3 _ _ d r=• n . i k .� �. •.. y yy,;' x• .� a y., �. '�:�. • it � 1 Y �j _ 1.. . -. rr ' � , a z 77 5� pA. � e Ira '+-".. ..'y�� • "�� �`' �'- ... � .' �. .rw ��+. ,.; f [ - - - . - e . .'�'^ . � ` ram, � F � • . �_ 'r :'�� R + _; -., �� , � -4ft— + Vic. n •'^ 4'46, ;ti'. Fr'f ..;4 -. 1, • , � � .: tom: , yi N. Aw rLr J � yam''`.• � IE r . /� ' + ��y` � � _ � NYC .�' �.. ` :.���"sue .' •_: - ;��.. _ __ : Aw v k, i 4 r4- . f: I f- or `7 J"A _ . - r. � r. -•rib^� 1 �,; .�:. an 1 LEGEND VY�•. 100% ANOKA COUNTY =.r . x: .... r. 100% RAMSEY COUNTY _ •{ x� T 0 100% DEVELOPER flpR 3'. � •:r... '.b_. .fix-.., - + 100% LINO LAKES - `;A, �� `3, tiv.'•,� -� ''Y ,,� 50% ANOKA COUNTY 50% LINO LAKES 50% RAMSEY COUNTY 50% SHOREVIEW- 25% RAMSEY COUNTY 75% SHOREVIEW 50% ANOKA COUNTY 50% RAMSEY COUNTY ; „ k.`Zi" .'. 37/SDERAMQEYRCOUNTY ANOKA COUNTY ` lie �- . ti •_•[ Ir .ter ^ l .��~. f`•fJ Y `� s i r Anoka County Contract No. C0009260 EXHIBIT "C" FOR PROJECTS CONSTRUCTED IN ANOKA COUNTY ITEMS Concrete Curb & Gutter Concrete Curb & Gutter for Median and Center Island Construction Concrete Median Concrete Sidewalk Concrete Sidewalk Replacement Bikeways Bikeway Replacement Construction or Adjustment of Local Utilities Grading, Base and Bituminous Storm Sewer Driveway Upgrades Traffic Signals, new (communities larger than 5,000) w/ State Aid approved SJR Traffic Signals, replacement (communities larger than 5,000) w/ State Aid approved SJR COUNTY SHARE CITY SHARE 50% 50% 100% 0% 100% 0*' 0% 100% 100% 0% 0% 100% 100%, 0% Unless existing trail not placed at edge of R/W 0% 100% 100% 0% based on state aid letter*2 Traffic Signals, new & replacements (communities less than 5,000) w/ State Aid approved SJR Traffic Signal, w/o State Aid approved SJR EVP Engineering Services Right -of -Way Street Lights Noise Walls based on state aid letter*z 100%, in -kind '/2 the cost of its legs of the intersection the cost of its legs of the intersection 100% 0% 0% *3 100%*4 0% 100%, of up -grades the cost of its legs of the intersection plus'/2 the cost of the County legs of the intersection the cost of its legs of the intersection 0% 100% 100% *3 0% 100% 100%, if not previously notified*5 100%, if previously notified*5 *1 The County pays for 100% of Standard Median Design such as plain concrete. If a local unit of government requests decorative median such as brick, stamped concrete, or landscaping, the local unit will pay the additional cost above the cost of standard median. *2 In the event no State Aid is being used, or in the event the state aid letter does not determine cost split percentages, drainage cost shares will be computed by the proportion of contributing flow outside the County right of way to the total contributing flow. *3 Engineering shall be paid by the Lead Agency except that any participating agency will pay construction engineering in the amount of 8% of the construction costs paid by that agency. *4 In the event that the Township or City requests purchase of right-of-way in excess of those right-of-ways required by County construction, the Township or City participates to the extent an agreement can be reached in these properties. For instance, a Township or City may request a sidewalk be constructed alongside a County roadway which would require additional right-of-way, in which case the Township or City may pay for that portion of the right-of-way. Acquisition of right-of-way for new alignments shall be the responsibility of the Township or City in which the alignment is located. This provision may be waived by agreement with the County Board if the roadway replaces an existing alignment and the local unit of government takes jurisdiction of that existing alignment. In addition, any costs, including right-of-way costs, incurred by the County because a Township or City did not acquire sufficient right-of-way during the platting process or redevelopment process as requested by the County shall be paid by the Township or City. *5 Notification includes any letter to the agency indicating that noise will potentially be an issue in the future, likely received during the Plat Review Process. Maintenance shall be the responsibility of the agency paying for the initial installation. When the County is the responsible agency, it shall pay 100% of Standard Noise Wall Cost. If a local agency requests decorative noise walls, the requesting agency will pay the additional cost above the cost of standard noise wall. 10 STAFF ORIGINATOR MEETING DATE TOPIC: VOTE REQUIRED INTRODUCTION CITY COUNCIL AGENDA ITEM 6F Michael Grochala, Community Development Director September 12, 2022 Consider Resolution No. 22-106, Professional Services Agreement, Gateway Design Plan 3/5 Staff is requesting City Council authorization to enter into a professional services agreement with WSB and Associates for a Gateway Design Plan. BACKGROUND In May of 2022 the City Council discussed the Planning & Zoning Boards' recommendation to prepare master plans for gateway areas of the City. The City Council supported the development of signage and streetscape design guidelines for the gateway areas included in the comprehensive plan. These areas include: • Lake Drive and 35W • Sunset Avenue and Main Street — Key western gateway into city — Robinson Farms being considered for development. County planning intersection improvements for 2024. • Lake Drive and Main Street — principal crossroad in City — NW corner being considered for redevelopment. • Main Street and 35E — Developing commercial center — NE Master Plan underway. • County Road J and 35E — Southeastern Gateway to City — Planning underway for reconstruction of bridge and CRJ corridor from Centerville Road to Otter Lake Road. Possible 2026 project. • County Road J and Hodgson Road — Southern Gateway — Lyngblomsten redevelopment in northwest corner — Design for reconstruction of CRJ and Hodgson in progress. Construction planned for 2023 or 2024. Given the timing of improvements of the Hodgson and CR J intersection staff has requested a proposal from WSB that includes both the development of design guidelines for the 6 areas above and final plans for the Roundabout and Streetscape of this intersection. WSB is proposing to hold a design charrette with Planning & Zoning Board and City Council, to develop a shared vision for the gateways. They will prepare two alternative schematics design approaches for each gateway area. Deliverables will include a Gateway Design Document and final plans for the 49/CRJ intersection streetscape. WSB has also included two rendered virtual graphics of two gateway locations. The proposed fee is $37,000. Funding is proposed from the Closed Bond Fund. RECOMMENDATION Staff is recommending approval of Resolution No. 22-106. ATTACHMENTS 1. Resolution No. 22-106 2. WSB Proposal CITY OF LINO LAKES RESOLUTION NO. 22-106 RESOLUTION AUTHORIZING THE PREPARATION OF GATEWAY DESIGN PLAN WHEREAS, the 2040 Comprehensive Plan identifies the need to develop design standards to strengthen and maintain the appearance of the City's gateways and key transportation corridors, and WHEREAS, three of the City's six identified gateway location are currently under consideration for improvement; and WHEREAS, the Planning and Zoning Board has recommended the preparation of a design study to guide improvements to these key locations, and WHEREAS, WSB and Associates has submitted a proposal to prepare a design guideline document for gateway locations and final plans for the Hodgson and County Road J intersection, NOW, THEREFORE BE IT RESOLVED by the City Council of The City of Lino Lakes: That the Gateway Design study is hereby ordered and WSB and Associates is directed to prepare the study in an amount of $37,000. Adopted by the Council of the City of Lino Lakes this 12th day of September, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember Lyden and was duly seconded by Councilmember Stoesz and upon vote being taken thereon, the following voted in favor thereof: Lyden, Cavegn, Stoesz, Rafferty The following voted against same: None (Absent - Ruhland) Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk 0 U Z W m U) 0 Co m LO Lo Z W J 0 IL a W Z Z 2 0 am W U) T W Z W a a Z W x 0 wsb August 26, 2022 Mr. Michael Grochala Community Development Director City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 Re: Community Gateway Planning Dear Mr. Grochala: I am pleased to submit this letter proposal on behalf of WSB (Consultant) to the City of Lino Lakes (City) for development of community gateway design guidelines and final design of the initial gateway streetscape and roundabout at County Road J and Hodgson. PROJECT UNDERSTANDING It is our understanding that this project is to include the creation of a design guideline document to guide future implementation of community gateways at strategic locations in Lino Lakes to include six (6) primary gateways. The documents will provide guidance related to materials, colors, design approach, characteristics, and sizes of the gateway features based upon a design hierarchy. SCOPE OF SERVICES The following scope of services is meant to provide the Client with the steps necessary to complete a successful design document for the community gateways. WSB is always willing to adjust our scope of services as necessary in order to be more tailored to your needs or account for budgetary concerns. A. Project Start -Up, Data Collection & Programming: WSB will gather all pertinent project related data, set up project documents, provide ongoing project management, and determine programming. a. Project Start -Up & Programming Meeting: The Consultant will facilitate a project start-up/focus meeting with the Client to review the project schedule, confirm the anticipated gateway locations, and create a list of preliminary programming ideas for determining appropriate materials and methodology related to the gateway design approach. b. Data Collection: The Consultant will gather relative project data from the Client necessary for the planning project and set up GIS-based drawings for planning purposes. c. Site Reviews: The Consultant will conduct site reviews of the gateway locations to review existing conditions, opportunities, constraints, and views for consideration in the planning process. W.Clients All\Lino Lakes\Proposals\2022 Gateway Planning\LTR PROPOSAL - Lino Gateway Planning.dou Mr. Grochala August 26, 2022 Page 2 B. Design Guidelines: This task includes the design steps necessary to develop a preferred architectural design guideline for a signature placemaking style for the community and will include the following: a. Design Charette: The Consultant will facilitate a design charette with city staff, and a joint meeting with Planning and Zoning and City Council members. This task is meant to explore ideas related to community characteristics, a shared vision for the gateways, and participation in engagement activities and a design brainstorming charette. b. Schematic Design: The Consultant will prepare up to two alternative schematic design approaches for each of the six gateways based on the desired programming, existing conditions, opportunities, and overall design characteristics identified during the design charette. Each design approach is meant to provide a varying degree of style, materials, colors, and extent of development for consideration. The effort may start with County Road J and Hodgson as the primary baseline design for the gateway elements and roundabout meant to carry into the additional gateways. Review Meetings: The Consultant will facilitate a virtual design review meeting with the Client to review the alternative design options to determine any minor refinements prior to meeting with the Planning and Zoning and City Council. After making refinements, an in -person meeting will be held with the joint groups to review the design approaches and determine which elements best reflect the community image to carry forward into the preferred design approach. d. Preferred Design Approach: The Consultant will identify the preferred design approach based on feedback from review meetings that represents the preferred general colors, materials, and site elements for the streetscape and gateway designs. The design approach will illustrate a hierarchy of design elements based upon each of the six primary gateway locations. e. Review Meeting: The Consultant will facilitate a virtual design review meeting with the Client of the preferred design approach and determine any necessary refinements. Gateway Design Document: The Consultant will develop a comprehensive written document that will outline the gateway design guidelines. The document will provide guidance for future implementation of the gateways reflective of the community for placemaking purposes. The document will include the following: • Gateway locations • Hierarchy of design styles based upon location • Information with plan and graphic illustrations identifying materials, sizes, colors, and appearance related to signs, landscaping, pavements, site furnishings, and streetscape elements including potential locations for public art pieces. W.Clients All\Lino Lakes\Proposals\2022 Gateway Planning\LTR PROPOSAL - Lino Gateway Planning.dou Mr. Grochala August 26, 2022 Page 3 Corten weathered steel - 9.-5.. 11'3'• Sm,ndddddddptone s'yngs&Pmk Public Library Sandstone Lanes y s Country Cafe Sprouts on 5th Franklin's Ben Franklin Northview Bank Post Office Ace Hardware Midwest Country Family Pathways Food Bank Arlen Krantz Ford City Clerk LED lights Colored panels should be printed, not routed, with colored background. Colors not final yet. 8•-6., , Hinckley Sandstone Z'Y with a pink hue (quartz arenite / sandstone karst) C. Roundabout & Streetscape Final Design This task includes utilizing the preferred design approach for the roundabout and streetscape elements at County Road J and Hodgson. This includes preparing a final site and landscape plan for the proposed improvements which may be incorporated into the roadway design package or may be bid out separately. This will include coordination with all stakeholders to ensure the design meets the varying requirements and agency reviews. The final plans will be used for obtaining quotes or bids for construction of the improvements. Electrical engineering and irrigation design services are not included but can be added if deemed appropriate. D. Rendered Graphic Examples: The Consultant will prepare a rendered 3-dimensional visualization graphic of two (2) primary gateway locations for the Client to provide a more realistic view of the proposed gateways to better illustrate the design intent. E. Additional Services: Services other than those listed in the Scope of Services above and requested and authorized in writing by the Client. These services shall be billed on an hourly basis according to the current Hourly Rate Schedule. FEE PROPOSAL It is proposed that the Scope of Services identified in Tasks A and B above to be billed on an hourly not to exceed basis as follows: Task A (Start -Up & Programming)................................................................ $3,000 Task B (Design Guidelines)........................................................................ $24,000 Task C (Roundabout & Streetscape Final Design) ..................................... $10,000 Task D (Rendered Graphic)................................................................................. $0 TOTAL: ....................................................................................................... $37,000 W.Clients All\Lino Lakes\Proposals\2022 Gateway Planning\LTR PROPOSAL - Lino Gateway Planning.docx Mr. Grochala August 26, 2022 Page 4 ACCEPTANCE This letter represents our entire understanding of the project scope. All work under this letter proposal will be governed by the Master Agreement for Professional Engineering Services entered into between the City of Lino Lakes and WSB on January 1, 2014. If the scope and fee appear to be appropriate, please sign on the space provided and return one copy to our office. Sincerely, WSB Candace Amberg Sr. Landscape Architect Jason Amberg Director of Landscape Architecture I hereby authorize WSB to proceed with the above -referenced work under the terms and conditions of the Master Agreement for Professional Engineering Services entered into between the City of Lino Lakes and WSB on January 1, 2014. ACCEPTED BY: Signature: Printed Name: Date: W.Clients All\Lino Lakes\Proposals\2022 Gateway Planning\LTR PROPOSAL - Lino Gateway Planning.docx