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05-27-25 - Council Meeting Agenda
CITY COUNCIL AGENDA Updated 05/23/25 Tuesday, May 27, 2025 Broadcast on Cable TV Channel 16 and northmetrotv.com/lino-lakes-stream Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz Interim City Administrator: Dave Pecchia CITY COUNCIL WORK SESSION, 6:00 P.M. Community Room (Not televised) | No Public Comment allowed per the Rules of Decorum 1. Call to Order and Roll Call 2. Setting the Agenda: Addition or Deletion of Agenda Items 3. Municipal Cannabis Store 4. Administration Update 5. Review Regular Agenda 6. Adjournment CITY COUNCIL MEETING, 6:30 P.M. Council Chambers | Televised Call to Order and Roll Call Pledge of Allegiance Public Comment Sign-in prior to start of meeting per Rules of Decorum Setting the Agenda: Addition or Deletion of Agenda Items SPECIAL PRESENTATIONS Eagle Scout Recognition, Kyler Nielson 1. CONSENT AGENDA A. Approval of Expenditures for May 27, 2025 (Check No. 122797 through 122883) in the Amount of $1,419,478.22 B. Approval of May 12, 2025, City Council Work Session Minutes C. Approval of May 12, 2025, City Council Meeting Minutes Council Agenda -2- D. Approval of May 14, 2025, City Council Closed Meeting Minutes E. Approval of May 14, 2025, City Council Special Work Session Minutes F. Approval of the Hiring of Part-Time Staff for the Rookery Activity Center G. Approval of Fire Chief Salary Step Amendment H. Approval of Resolution No. 25-74 Special Event Permit 2 Wheels 4 Heros Event I. Approval of Resolution No. 25-75 Special Event Permit & Temp Liquor License Believet Canine Partners J. Approval of Resolution No. 25-76 Solicitor License, Brian Burth Insurance Agency 2. FINANCE DEPARTMENT REPORT A. 1st Quarter Financial Report, Kelly Horn B. Consider Resolution No. 25-71, Authorizing the Sale of $8,665,000 G.O. Bonds, Series 2025A, Kelly Horn 3. ADMINISTRATION DEPARTMENT REPORT A. Second Reading and Adoption of Ordinance No. 06-25 Repealing City Code Chapter 208: Public Safety, Dave Pecchia B. Second Reading and Adoption of Ordinance No. 07-25 Providing for a Police Department, Dave Pecchia C. Second Reading and Adoption of Ordinance No. 08-25 Providing for a Fire Department, Dave Pecchia 4. POLICE DEPARTMENT REPORT No Report 5. FIRE DEPARTMENT REPORT No Report 6. PUBLIC SERVICES DEPARTMENT REPORT No Report 7. COMMUNITY DEVELOPMENT REPORT A. Wilkinson Waters Addition, Katie Larsen i. Consider Resolution No. 25-64 Approving Comprehensive Plan Amendment ii. Consider 1st Reading of Ordinance No. 10-25 Rezoning Property from R, Rural to PUD, Planned Unit Development iii. Consider Resolution No. 25-65 Approving PUD Preliminary Plan/Preliminary Plat Council Agenda -3- B. Otter Crossing South Final Plat, Katie Larsen i. Consider Resolution No. 25-68 Approving Final Plat ii. Consider Resolution No. 25-69 Approving Development Agreement C. Natures Refuge North, Michael Grochala i. Consider 2nd Reading of Ordinance 09-25, Approving Rezoning of Certain Real Property from R-X, Rural Executive to PUD, Planned Unit Development ii. Consider Resolution No. 25-66, Approving Grading Agreement, Natures Refuge North D. Consider Resolution No. 25-63, Authorizing Watershed Based Implementation Funding (WBIF) Grant Agreement through the Board of Soil and Water Resources (BWSR), Tom Hoffman E. Consider Resolution No. 25-58, Authorize the Preparation of Plans and Specs, 2025 Trunk Watermain Project, Diane Hankee F. Consider Resolution No. 25-72, Accepting Quote for Test Well No. 7B, Diane Hankee G. Consider Resolution No. 25-70, Approving Preparation of Mitigation Banking Instrument (MBI) by WSB, Inc., Winter Wetland Bank, Michael Grochala 8. UNFINISHED BUSINESS No Report 9. NEW BUSINESS No Report 10. NOTICES AND COMMUNICATIONS A. May 28th at 6:30 PM, Environmental Board Meeting, Council Chambers B. June 2nd at 6:00 PM, City Council Work Session, Community Room C. June 4th at 6:30 PM, Park Board Meeting, Council Chambers D. June 4th at 6:00 PM, City Council Closed Meeting Pursuant to Minnesota Statues, Section 13D.03, to discuss Labor Negotiations, Community Room E. June 4th at 6:30 PM, City Council Special Work Session, Community Room F. June 5th at 8:00 AM, EDAC Meeting, Community Room ADJOURNMENT + Expenditures May 27, 2025 Check #122797 to #122883 $1,419,478.22 Significant Disbursements this Period: MacQueen Equipment, Inc. - $637,341 – 2025 Vactor & Truck #518 (2025 CIP) Electronic Funds Transfer MN Statute 471.38 Subd. 3 Council Meeting May 27, 2025 Transfer In/(Out) 5/9/2025 Payroll #10 (220,683.49) 5/9/2025 Payroll #10 Federal Deposit (63,097.47) 5/9/2025 Payroll #10 PERA (62,262.94) 5/9/2025 Payroll #10 State (14,648.97) 5/9/2025 Payroll #10 Child Support (335.13) 5/9/2025 Payroll #10 H.S.A. Bank Pretax (4,214.99) 5/9/2025 Payroll #10 TASC Pretax (1,031.06) 5/9/2025 Payroll #10 Mission Sq 457 Def. Comp #301596 (1,950.00) 5/9/2025 Payroll #10 Mission Sq Roth IRA #706155 (669.23) 5/9/2025 Payroll #10 MSRS HCSP #98946-01 (5,393.75) 5/9/2025 Payroll #10 MSRS Def. Comp #98945-01 (2,405.00) 5/9/2025 Payroll #10 MSRS Roth IRA #98945-01 (1,064.00) 5/13/2025 Transfer from FRB Money Market 500,000.00 Page 1 of 3 Lino Lakes City Council Work Session Minutes DATE: May 12, 2025 TIME STARTED: 6:00 P.M. TIME ENDED: 6:24 P.M. LOCATION: Community Room MEMBERS PRESENT: Mayor Rafferty Councilmembers Cavegn, Lyden, Stoesz and Ruhland MEMBERS ABSENT: None Staff Members Present: Interim City Administrator Dave Pecchia, City Clerk Roberta Colotti, Community Development Director Michael Grochala, City Engineer Diane Hankee, Human Resources and Communications Manager Meg Sawyer, Interim Public Safety Director Curt Boehme, Interim Fire Chief Dan L’Allier, and Public Works Superintendent Justin Williams. 1. Call to Order and Roll Call Mayor Rafferty called the meeting to order at 6:00 p.m. 2. Setting the Agenda: Addition or Deletion of Agenda Items The agenda was adopted as presented. 3. Administration Update The Interim City Administrator provided the following updates. • City staff have been preparing for the Police and Fire Department ordinance amendments and appointments scheduled for formal action this evening. • The Police and Fire Department Strategic Implementation Plans with Financial Reports will be presented at the May 14th Special Work Session. The presentations are expected to take approximately four hours. • The Finance Director job announcement has been posted. The new Administrator, scheduled to beginning mid-June, has been apprised of the Finance Director hiring process. • The Building Inspector position is posted. • The City received 81 applications for the Community Development Department Office Specialist position. • The City received 20 applications for the Community Development Department Specialist position and the screening process begins this week for that position. • The annual employee appreciation event has been scheduled for June 12th at 2 p.m. at Fire Station #2. To allow all employees to attend, the city offices will be closed for this event. • IT security awareness training has been scheduled for staff and the City Council. Page 2 of 3 • May 15th is Law Enforcement Memorial Day. This year is the 20-year anniversary of Lino Lakes Police Officer Shawn Silvera’s death. Shawn was killed-in-the-line of duty on September 6, 2005. This year is also the 15-year anniversary of Lino Lakes Police Officer Sam Bergeron’s father, Maplewood Sgt. Joe Bergeron’s death, he was killed in the line of duty May 1, 2010. • The Oath of Office for the Chief of Police has been customized, and the Oath of Office for the Fire Chief is more traditional and will be presented at the regular meeting this evening. The City Council discussed the process and plan for updating the logos, badges, motto, etc., with the change from a Public Safety Department to a Police Department and Fire Department. 4. Review Regular Agenda The City Council reviewed the regular agenda. The City Clerk reported that two written statements have been received that will be submitted during the public comment period this evening. These will be read in full in keeping with past practice. It is requested that the Council review the Rules of Decorum as it relates to written comments, at a future Work Session. Mayor Rafferty requested that when adopting the Consent Agenda items that the motion be made to include the range of the items (i.e. Item 1A through 1G). The City Council reviewed the police and fire department personnel items. It was noted that a detailed implementation report would be presented to the City Council at the May 14th Special Work Session. Councilmember Stoesz asked if the police department was going to keep the officer job posting active, now that the position had been filled. The Interim Public Safety Director stated that they had received notice that an officer is taking a job with another community and as a result they are keeping the Lino Lakes job posting open to fill this vacancy. The Public Works Superintendent reviewed the request to replace the generator for Lift Station 53. The Community Development Director reviewed the Natures Refuge North development project and the amendments to the plan since the last City Council Work Session discussion. He noted that the Planning and Zoning Board held the Public Hearing for this project. Page 3 of 3 The City Engineer reviewed the requested Change Order No. 1 for the 2025 Street Rehabilitation Project. She reported that Change Order No. 1 in the amount of $22,068.85 is needed to repair gate valves on Beaver Trail, the northwest corner of Fawn Lane and Birch Street intersection, and southeast corner of the Fawn Lane and Birch Street intersection. The watermain work on this project is funded through the Water Operating Fund. The 2025 Street Rehabilitation Project contract with GMH Asphalt with Change Order No. 1 would be increased to $1,219,099.95. The roadwork portion of the project is anticipated to be under the contract amount. The City Engineer reviewed the Andall Street Culvert Project. This evening the Council is being asked to approve the preparation of plans and specs. The Community Development Director reviewed the Joint Powers Agreement with Anoka County for the I-35e/County Road J Interchange Improvements. The City is responsible for the lighting, and it is proposed that the city contracts with the other agencies for installation and maintenance. The Community Development Director reported that the consultant will be giving a presentation on the Lino Lakes Main Street AUAR this evening. This is an informational presentation, and no formal action is required at this time. The Community Development Director requested to move Item 6E before Item 6D on the regular agenda. 5. Adjournment Mayor Rafferty adjourned the meeting at 6:24 p.m. These minutes were approved at the regular Council Meeting on May 27, 2025. ___________________________ ___________________________ Roberta Colotti, CMC Rob Rafferty, City Clerk Mayor Page 1 of 9 LINO LAKES CITY COUNCIL REGULAR MEETING MINUTES DATE: May 12, 2025 TIME STARTED: 6:30 PM TIME ENDED: 8:03 PM LOCATION: City Council Chambers MEMBERS PRESENT: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz MEMBERS ABSENT: None Staff Members Present: Interim City Administrator Dave Pecchia, City Clerk Roberta Colotti, Human Resources and Communications Manager Meg Sawyer, Community Development Director Michael Grochala, City Engineer Diane Hankee, Public Works Superintendent Justin Williams, Chief of Police Curt Boehme, and Fire Chief Dan L’Allier. The meeting was called to order by Mayor Rafferty at 6:30 p.m. Mayor Rafferty provided an overview of the Rules of Decorum. PUBLIC COMMENT Mayor Rafferty opened the public comment period at 6:32 p.m. The City Clerk reported that written comments had been submitted by 14 residents regarding the M/I Homes of Minneapolis, LLC and the proposed Nature’s Refuge North (Phase II) housing development consisting of approximately 93 homes. They stated that they are residents of Phase I of the Nature’s Refuge development, consisting of approximately 60 homes. They are concerned about the increase in automobile traffic, particularly as it relates to access and traffic safety on Haywood Drive. They requested the City Council require that Stret B become a second fully accessible public entrance and exit for the Phase II development vs. being designated as an emergency vehicle only street. The City Clerk stated that there was a second letter submitted for public comment this evening. The letter was from Catherine Decker, 614 Pine Street, Lino Lakes. She reported that her property borders the northern side of the proposed Natures Refuge North Development. She expressed her strong opposition to the rezoning request from Rural Executive (R-X) to Planned Unit Development (PUD) with 1/3-acre parcels as it is currently proposed. She stated that Pine Street and the Arena Acres neighborhood to the southwest are characterized by larger and 10-acre minimum lots creating a rural environment that many value deeply. She stated that several of her neighbors on Pine Street keep horses, and Arean Acres itself is so-named after the 30,000 square-foot horse riding arena, a landmark that highlights the rural, agrarian nature of the community. The proposed dense, small-lot development completely undermines the established rural charter. She described the wildlife that inhabits the area. In conclusion she urged the City Lino Lakes City Council Minutes Page 2 of 9 Council to stop prioritizing development for revenue’s sake and to instead consider the long-term consequences of altering the rural landscape, culture, reputation and competitive advantage of Lino Lakes. A zoning change to at least 1-acre lots is far more responsible, sustainable approach that would allow us to grow while still preserving the open spaces, wildlife and natural beauty that makes Lino Lakes a place worth living. Scott Featherstone, 631 Andall Street, Lino Lakes, requested that the City limit the new road connecting Natures Refuge North to the existing Andall Street development to emergency vehicles only. He referenced that the Planning and Zoning Board and Environmental Board both supported an emergency vehicle only restriction. He noted that in the future if the residents of the new development wanted to open the access up to traffic the Council could consider that at that time as it is easier to increase access then to limit it. Chris Stowe, 426 Pine Street, Lino Lakes, spoke about Natures Refuge Development. He stated that in the letter from Catherine Decker she referenced Arena Acres development, and he owns a horse-riding facility in the area. He stated that the City has the road blocked off by his property with a sign that says, “No Through Traffic”. He stated that he has hundreds of cars, during rush hour, speeding past his property. He also questioned the enforcement of the overnight parking ordinance. He said that he has requested in the past to have the speed limit reduced and to post a caution sign alerting drivers to the horse riding in the area. Mr. Stowe stated that regarding the Natures Refuge Development the total land available is less due to the utility lines in the area. He recommended a lower density development, like the development to the south of the project area. He stated that the planned density will result in excess traffic for the existing residential areas of the Pine Street and Area Acres. Mr. Stowe stated that the other concern this evening is that he is still getting flooded. He spoke with the Rice Creek Watershed District representatives, and they are blaming the issue with the culverts on the City. Mr. Stowe stated that he had recommended the City move from a Public Safety Department to a Police and Fire Department, yet the City hired a consultant to tell them the same thing. He stated that he supports the police and fire department but wants to see the City plan things out better to save taxpayer money. Lou Jungbauer, 679 Andall Street, Lino Lakes, reported that one of the property owners on Andall Street is located so the traffic lights would shine on his home if the connection to the new development is made. He questioned if the developer had considered alternatives for emergency access from the proposed road development. It was noted by the City Clerk that Matt M. signed up to speak but was no longer present. Lino Lakes City Council Minutes Page 3 of 9 Motion to close the public comment period at 6:49 p.m. SETTING THE AGENDA The Community Development Department requested to move Item 6E “Lino Lakes Main Street AUAR Distribution” ahead of Item 6D “Consider Resolution No. 25-62, Approving Joint Powers Agreement with Anoka County for the I-35E/County Road J Interchange Improvements”. Motion to approve the agenda as amended to move Item 6E before Item 6D. SPECIAL PRESENTATIONS Motion to waive full reading of Ordinance No. 06-25 Repealing City Code Chapter 208: Public Safety. Motion to provide first reading of Ordinance No. 06-25 Repealing City Code Chapter 208: Public Safety. RESULT: CARRIED [5-0] MOVER: Stoesz SECONDER: Ruhland AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Stoesz SECONDER: Ruhland AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Ruhland SECONDER: Cavegn AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Ruhland SECONDER: Cavegn AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None Lino Lakes City Council Minutes Page 4 of 9 Motion to Dispense with the Full Reading of Ordinance No. 07-25 Providing for a Police Department. Motion to provide first reading of Ordinance No. 07-25 Providing for a Police Department. Motion to Dispense with the Full Reading of Ordinance No. 08-25 Providing for a Fire Department. Motion to provide first reading of Ordinance No. 08-25 Providing for a Fire Department. Motion to approve the promotion of Curt Boehme to the position of Chief of Police within the Police Department, at Step 10 of the Chief of Police wage scale, effective May 12, 2025. RESULT: CARRIED [5-0] MOVER: Cavegn SECONDER: Lyden AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Cavegn SECONDER: Lyden AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Ruhland SECONDER: Cavegn AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Ruhland SECONDER: Lyden AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Ruhland SECONDER: Cavegn AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None Lino Lakes City Council Minutes Page 5 of 9 Mayor Rafferty administered the Oath of Office for Chief of Police Curt Boehme. Motion to approve the promotion of Dan L'Allier to the position of Fire Chief within the Fire Department, at Step 8 of the Fire Chief wage scale, effective May 12, 2025. Mayor Rafferty administered the Oath of Office for Fire Chief Dan L’Allier. 1. CONSENT AGENDA Motion to Approve Consent Agenda Items 1A through 1G as presented. 2. FINANCE DEPARTMENT REPORT None 3. ADMINISTRATION DEPARTMENT REPORT A. Restructuring of Police Department Motion to Approve the restructuring of the Police Department and eliminating the positions of Deputy Director of Police and Police Captain. B. Consider Appointment of Part-Time Firefighter Motion to Approve the appointment of Benjamin Miller to the Part-Time Firefighter position, at Step 1 of the Part-Tiem Firefighter wage scale, with a start date of May 19, 2025. RESULT: CARRIED [5-0] MOVER: Cavegn SECONDER: Ruhland AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Cavegn SECONDER: Ruhland AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Lyden SECONDER: Ruhland AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None Lino Lakes City Council Minutes Page 6 of 9 C. Consider Appointment of Police Officer Motion to Approve the appointment of Kayla McKinney to the Police Officer position, at Step 1 of the Police Officer wage scale, with a start date following her POST licensure. 4. PUBLIC SAFETY DEPARTMENT REPORT None 5. PUBLIC SERVICES DEPARTMENT REPORT A. Resolution No. 25-59 Replacement of 2004 Olympian 30kW Generator – Lift Station 53 Backup Power Motion to Adopt Resolution No. 25-59, Replacement of 2004 Olympian 30kW Generator – Lift Station 53 Backup Power 6. COMMUNITY DEVELOPMENT REPORT A. Natures Refuge North Motion to Dispense with the Full Reading of Ordinance No. 09-25, Rezoning Certain Real Property from R-X, Rural Executive to PUD, Planned Unit Development. RESULT: CARRIED [5-0] MOVER: Cavegn SECONDER: Ruhland AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Cavegn SECONDER: Ruhland AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Ruhland SECONDER: Cavegn AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None Lino Lakes City Council Minutes Page 7 of 9 Motion to provide first reading of Ordinance No. 09-25, Rezoning Certain Real Property from R-X, Rural Executive to PUD, Planned Unit Development. The Community Development Director provided an overview of the project and noted changes to the draft resolution as presented for consideration this evening. Motion to Adopt Resolution No. 25-61, Approving Preliminary Plan and Preliminary Plat for Natures Refuge North, with the amendments noted by staff and the requirement that the Andall Street connection be limited to emergency vehicle use only. B. Resolution No. 25-60, Approve Change Order No. 1, 2025 Street Rehabilitation Project Motion to Adopt Resolution No. 25-60, Approve Change Order No. 1,for 2025 Street Rehabilitation Project. RESULT: CARRIED [5-0] MOVER: Cavegn SECONDER: Ruhland AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Stoesz SECONDER: Cavegn AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Lyden SECONDER: Ruhland AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Lyden SECONDER: Cavegn AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None Lino Lakes City Council Minutes Page 8 of 9 C. Resolution No. 25-57, Authorize the Preparation of Plans and Specs, Andall Street Culvert Project Motion to Adopt Resolution No. 25-57, Authorize the Preparation of Plans and Specs, Andall Street Culvert Project D. Lino Lakes Main Street AUAR Distribution Leila Bunge, from Kimley Horn, provided an overview of the draft Alternative Urban Areawide Review (AUAR), schedule and process for receiving public comments. On April 14, 2025 the City Council ordered preparation of the AUAR. The draft document is being prepared for submittal to the Environmental Quality Board (EQB) for publication. This will start a 30-day comment period. E. Resolution No. 25-62, Approving Joint Powers Agreement with Anoka County for the I-35E/County Road J Interchange Improvements Motion to Resolution No. 25-62, Approving Joint Powers Agreement with Anoka County for the I-35E/County Road J Interchange Improvements. 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None 9. NOTICES AND COMMUNICATIONS A. City Council Closed Meeting, Wednesday, May 14th at 6:00 p.m. in the Community Room B. City Council Special Work Session, Wednesday, May 14th at 6:30 p.m. in the Community Room. RESULT: CARRIED [5-0] MOVER: Cavegn SECONDER: Stoesz AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Ruhland SECONDER: Cavegn AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None Lino Lakes City Council Minutes Page 9 of 9 C. Planning and Zoning Board Meeting, Wednesday, May 14th at 6:30 p.m. in the Council Chambers. D. City Hall will be closed on Monday, May 26th for the Memorial Day holiday. E. The May 26th City Council Meeting has been moved to Tuesday, May 27th. ADJOURNMENT Mayor Rafferty adjourned the meeting at 8:03 p.m. These minutes were approved at the City Council Meeting on May 27, 2025. _________________________ _________________________ Roberta Colotti, CMC Rob Rafferty, City Clerk Mayor Page 1 of 3 Lino Lakes City Council Closed Meeting Minutes DATE: May 14, 2025 TIME STARTED: 6:00 P.M. TIME ENDED: 7:34 P.M. LOCATION: Community Room MEMBERS PRESENT: Mayor Rafferty Councilmembers Cavegn, Lyden, Stoesz and Ruhland MEMBERS ABSENT: None Staff Members Present: Dave Pecchia, Roberta Colotti, Karen Anderson, and Michael Grochala. Also Attending, Appointed Legal Counsel John Baker and Katherine Swenson. 1. Call to Order and Roll Call Mayor Rafferty called the meeting to order at 6:00 p.m. 2. Setting the Agenda: Addition or Deletion of Agenda Items The agenda was adopted as presented. 3. Announcement Request from the City’s appointed legal counsel (John Baker) Litigation is currently pending in a matter entitled Zikar Holdings LLC (and two others) against the City of Lino Lakes (and two others), filed in federal court in September 2024. The Court has entered two orders in that case, and the Plaintiffs and the City have served and responded to significant written discovery requests, and are planning for the deposition stage of discovery. The parties are also required to submit confidential status letters to the Magistrate Judge (with the next such letters due May 27, 2025). The course of that litigation should be informed by a confidential briefing of the City Council by Ms. Swenson and me as the City’s counsel in that case, under the attorney-client privilege. So, under Minnesota Statutes Section 13D.05, subdivision 3(b), I respectfully request that a member of the City Council make a motion to close this meeting to the public, after I’m finished reading my request. To more clearly describe the subject of that closed meeting: The Zikar Holdings LLC pending matter arises from several publicly made decisions, including the City’s adoption of a one-year moratorium last summer, and the response of the City Council and several boards appointed by the Council to a request by Zikar Holdings LLC for concept plan review. The closed meeting I request would not include a decision by the Council on whether to settle or continue the pending litigation, but would be limited to Page 2 of 3 consequences of those publicly-made decisions and the court’s public orders last month. Absolute confidentiality is necessary so that members of the Council are able to make an informed assessment of the available legal options and to provide guidance to us, as the City’s legal counsel in that case, regarding some of those options. The need to have confidential discussions with specially appointed counsel and to discuss strategies regarding the pending litigation outweighs the purposes of the Open Meeting Law, and is permitted by the attorney-client privilege and Section 13D.05, subdivision 3(b), of that law. So I would now welcome such a motion. 4. Motion to go into Closed Session By Councilmember Stoesz: On the grounds just stated by the City’s appointed legal counsel, I hereby move to close the City Council meeting under Section 13D.05, subdivision 3(b), and the attorney-client privilege, to discuss the lawsuit by Zikar Holdings LLC as described more specifically by Mr. Baker in the request that he just made. 5. Closed Meeting Discussion with Attorneys Discussion with legal counsel regarding the lawsuit by Zikar Holdings LLC as described more specifically by Mr. Baker. Motion to return to Open Session. 6. Adjournment Mayor Rafferty adjourned the meeting at 7:34 p.m. RESULT: CARRIED [5-0] MOVER: Stoesz SECONDER: Ruhland AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None RESULT: CARRIED [5-0] MOVER: Stoesz SECONDER: Cavegn AYES: Rafferty, Cavegn, Lyden, Ruhland and Stoesz NAYS: None Page 3 of 3 These minutes were approved at the regular Council Meeting on May 27, 2025. ___________________________ ___________________________ Roberta Colotti, CMC Rob Rafferty, City Clerk Mayor Page 1 of 2 Lino Lakes City Council Special Work Session Minutes DATE: May 14, 2025 TIME STARTED: 7:37 P.M. RECESSED/RECONVENED: 9:45 PM/9:54 PM TIME ENDED: 11:57 P.M. LOCATION: Community Room MEMBERS PRESENT: Mayor Rafferty Councilmembers Cavegn (7:40 p.m. to 8:12 p.m.) Lyden, Stoesz and Ruhland MEMBERS ABSENT: None Staff Members Present: Interim City Administrator Dave Pecchia, Karen Anderson, City Clerk Roberta Colotti, Interim Finance Director Kelly Horn, Chief of Police Curt Boehme, Police Officer Bob Strub, Fire Chief Dan L’Allier, and Fire Lieutenant Brian Finke. 1. Call to Order and Roll Call Mayor Rafferty called the meeting to order at 7:37 p.m. 2. Setting the Agenda: Addition or Deletion of Agenda Items The agenda was adopted as presented. 3. Police Department Strategic Implementation Plan The Chief of Police presented a PowerPoint presentation overviewing the proposed Police Department Strategic Implementation Plan. The Interim Finance Director presented a PowerPoint with financial information related to the options outlined within the plan. This was presented for the information of the City Council and future meetings will be scheduled to take formal action on the recommendations. 4. Fire Department Strategic Implementation Plan The Fire Chief presented a PowerPoint presentation overviewing the proposed Fire Department Strategic Implementation Plan. The Interim Finance Director presented a PowerPoint with financial information related to the options outlined within the plan. This was presented for the information of the City Council and future meetings will be scheduled to take formal action on the recommendations. Page 2 of 2 5. Notices and Communications, City Council None 6. Adjournment Mayor Rafferty adjourned the meeting at 11:57 p.m. These minutes were approved at the regular Council Meeting on May 27, 2025. ___________________________ ___________________________ Roberta Colotti, CMC Rob Rafferty, City Clerk Mayor CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 1F STAFF ORIGINATOR: Meg Sawyer, Human Resources and Communications Manager MEETING DATE: May 27, 2025 TOPIC: Approval of the Hiring of Part-Time Staff for the Rookery Activity Center VOTE REQUIRED: Simple Majority _________________________________________________________________________________ INTRODUCTION The Council is being asked to approve the hiring of part-time staff for The Rookery. BACKGROUND Staff is seeking approval to hire part-time personnel to work at The Rookery. The recruiting process has identified candidates that will be a great addition to our staff at The Rookery. RECOMMENDATION Staff recommends the Council approve the hiring of the part-time personnel listed below: First Name Last Name Title Kaleb Blaha Child Watch Attendant Juniper Westerman Child Watch Attendant Elaine Young Child Watch Attendant Ashley Stambaugh Child Watch Attendant Olivia Anderson Aquatics Lead Start dates vary based on position and training schedule. Please approve the above personnel for the part-time positions at The Rookery Activity Center. 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 1G STAFF ORIGINATOR: Dave Pecchia, Interim City Administrator MEETING DATE: May 27, 2025 TOPIC: Fire Chief Salary Step Amendment VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION The City Council is being asked to approve the step adjustment for Dan L’Allier‘s promotion to the Fire Chief position. BACKGROUND At the May 12, 2025 City Council Meeting the City Council approved the promotion to the Fire Chief position for Dan L’Allier. This evening’s request is to revise the adopted salary to be at Step 10, effective at the time of promotion. At the April 28, 2025 City Council meeting, Citygate Associates presented its final recommendations, advising the City Council to restructure the Public Safety Department into independent Police and Fire Departments. This proposed change necessitates amending the City Ordinance and establishing two new leadership roles: Police Chief and Fire Chief, who would oversee their respective departments. L'Allier brings over 40 years of experience in Firefighting, Emergency Medical Services (EMS), and Emergency Management. Since joining in 2014, he has led the development of the Fire Division, including staffing models, apparatus acquisition, and the construction of Fire Station 2. Prior to coming to Lino Lakes, he served as Fire Chief/Emergency Manager/Tactical Paramedic for the Virginia Fire and EMS Department, overseeing a team of 32 full-time personnel. He has successfully led fire departments with a mix of full-time, part-time, and paid-on-call firefighters. Since February 1, 2025, L'Allier has been serving as Interim Fire Chief for the City of Lino Lakes. The wage for L'Allier will be adjusted to $73.96 per hour, which is Step 10 in a 10-step wage scale for the Fire Chief position. With Council approval, L'Allier’s promotion to Fire Chief and step adjustment will be effective May 12, 2025. RECOMMENDATION Please approve the step adjustment for Dan L’Allier’s promotion to Fire Chief. ATTACHMENTS None CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 1H STAFF ORIGINATOR: Roberta Colotti, CMC, City Clerk MEETING DATE: May 27, 2025 TOPIC: Resolution No. 25-74 Special Event Permit 2 Wheels 4 Heros Event VOTE REQUIRED: Simple Majority INTRODUCTION The 2 Wheels 4 Heroes event is an annual motorcycle ride for charity. The event begins at the American Legion in Lino Lakes. BACKGROUND The 2 Wheels 4 Heroes event will take place on June 7, 2025. They anticipate 75-200 participants. They will be closing the road temporarily to allow the motorcycles to exit the American Legion parking lot to begin the ride for charity. They will have a tent set up for check in and an area coffee shop is providing coffee for the event. Approval is contingent upon complete application, approval of the Chief of Police, and adherence to city regulations. Recommendation Approval of Resolution No. 25-74 Special Event Permit 2 Wheels 4 Heros Event ATTACHMENTS: • Resolution 25-74 CITY OF LINO LAKES RESOLUTION NO. 25-74 AUTHORIZING THE ISSUANCE OF A SPECIAL EVENT PERMIT FOR 2 WHEELS 4 HEROES EVENT WHERAS, the 2 Wheels 4 Heroes is a motorcycle ride for charity planned for June 7, 2025 from 8 a.m. to 11 a.m.; and, WHERAS, the event starts at the American Legion; and, WHEREAS, they will be temporarily closing the road to allow motorcycles to exit the American Legion to begin the ride; and, WHEREAS, the permit applications and plan for the event will be required to be in compliance with city code and regulations. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes, Minnesota, that the City Council authorizes issuance of a Special Event Permit for the 2 Wheels 4 Heroes Annual Motorcycle Ride event on June 7, 2025. An alternative date in 2025 may be approved by the City Administrator in the event of inclement weather. Approval is contingent on compliance with all city regulations, completed application and payment of any fees. Adopted by the Council of the City of Lino Lakes this 27th day of May 2025. ________________________ Rob Rafferty, Mayor ATTEST: ____________________ Roberta Colotti, CMC City Clerk CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 1I STAFF ORIGINATOR: Roberta Colotti, CMC, City Clerk MEETING DATE: May 27, 2025 TOPIC: Resolution No. 25-75 Special Event Permit and Temporary Liquor License, Believet Canine Partners Ride and Tent Party VOTE REQUIRED: Simple Majority INTRODUCTION Believet Canine Partners is hosting a ride and tent party for charity. The event is being hosted at the American Legion in Lino Lakes. BACKGROUND The Believet Canine Partners event will take place on June 14, 2025, with set-up and take-down the day before and after the event. They anticipate approximately 200 participants. They will have a live band from 7-11 p.m. They have submitted a request to the Parks Department to use the stage. They have also applied for a temporary liquor license which will be sent to the State for final approval following City Council approval. They will have a fenced in area for the event and will be checking ID’s as part of the plan for serving alcohol. Approval is contingent upon complete application, submittal of any required insurance policies, approval of the Chief of Police and Fire Chief, and adherence to city regulations. Recommendation Approval of Resolution No. 25-75, Authorizing the Issuance of a Special Event Permit and Temporary Liquor License for the Believet Canine Partners Ride & Tent Party ATTACHMENTS: • Resolution 25-75 CITY OF LINO LAKES RESOLUTION NO. 25-75 AUTHORIZING THE ISSUANCE OF A SPECIAL EVENT PERMIT AND TEMPORARY LIQUOR LICENSE FOR THE BELIEVENT CANINE PARTNERS RIDE & TENT PARTY WHERAS, the Believet Canine Partners is planning a ride and tent party on Saturday, June 14, 2025; and, WHERAS, the event is being hosted at the American Legion; and, WHEREAS, they have requested use of the City stage; and, WHEREAS, they have submitted an application and certificate of insurance to be forwarded to the State for final approval for a temporary liquor license; and, WHEREAS, the permit applications and plan for the event will be required to be in compliance with city code and regulations. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes, Minnesota, that the City Council authorizes issuance of a Special Event Permit and Temporary Liquor License for submittal to the State for final approval, for Believet Canine Partners Ride and Tent Party on June 14, 2025 with set-up and take-down the day before and after the event. An alternative date in 2025 may be approved by the City Administrator in the event of inclement weather. Approval is contingent on approval by the police and fire departments, and compliance with all city regulations, completed application, any required insurance policies, and payment of any fees. Adopted by the Council of the City of Lino Lakes this 27th day of May 2025. ________________________ Rob Rafferty, Mayor ATTEST: ____________________ Roberta Colotti, CMC City Clerk CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 1J STAFF ORIGINATOR: Roberta Colotti, CMC, City Clerk MEETING DATE: May 27, 2025 TOPIC: Resolution No. 25-76 Authorizing the Issuance of a Solicitor License to Brian Burth Insurance Agency, Inc. VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION The Council is being asked to Consider Resolution No. 25-76 Authorizing the Issuance of a Solicitor License to Brian Burth Insurance Agency, Inc. BACKGROUND Brian Burth Insurance Agency, Inc., located at 2340 County Road J., White Bear Twp., MN 55110 has applied for a solicitor’s license to allow the following salespeople to solicit within the City of Lino Lakes: 1. Brian Burth 2. Reid Klund The City has received the necessary forms required to issue a Solicitor License. Individual salesperson approval is contingent upon a successful background check. RECOMMENDATION Approval of Resolution No. 25-76, Authorizing the Issuance of a Solicitor License to Brian Burth Insurance Agency, Inc. ATTACHMENTS Resolution No. 25-76 CITY OF LINO LAKES RESOLUTION NO. 25-76 AUTHORIZING THE ISSUANCE OF A SOLICITOR LICENSE TO BRIAN BURTH INSURANCE AGENCY, INC. WHEREAS, Brian Burth Insurance Agency, Inc., located at 2340 County Road J., White Bear Twp., MN 55110 has applied for a solicitor license to allow the following salespeople to solicit within the City of Lino Lakes: 1. Brian Burth 2. Reid Klund WHEREAS, Brian Burth Insurance Agency, Inc., has complied with the provisions of Chapter 613 of the Lino Lakes City Code for obtaining the necessary license, and a background check is pending. NOW, THEREFORE, BE IT RESOLVED that the City Council of Lino Lakes, Minnesota hereby approves the request of Brian Burth Insurance Agency, Inc. to solicit throughout Lino Lakes for a period of six (6) months, for a license term completely within the year 2025, contingent upon a successful background check and maintenance of all conditions of the license. Adopted by the City Council of the City of Lino Lakes this 27th day of May 2025. ___________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Roberta Colotti, CMC City Clerk CITY COUNCIL STAFF REPORT AGENDA ITEM 2.A. STAFF ORIGINATOR: Kelly Horn, Interim Finance Director MEETING DATE May 27, 2025 AGENDA ITEM: Quarter 1 – 2025 Financial Report INTRODUCTION Staff has prepared the Quarter 1 - 2025 Financial Report. BACKGROUND Attached is the First Quarter 2025 Financial Report for the following funds: General Fund Rookery Water Sewer Storm Water Also included is a summary of the city’s cash and investment activity for the first quarter of 2025. RECOMMENDATION Accept the Q1 2025 Financial Report for filing. ATTACHMENTS 1. Quarter 1 – 2025 Financial Report 1st Quarter 2025 Financial Report City of Lino Lakes Investments Summary For the Quarter Ended March 31, 2025 Portfolio Characteristics YTD Performance 2025 2024 Market Value 52,475,356$ Interest Earnings $375,231 $351,527 Number of Investments 148 Unrealized Gain (Loss) $454,840 $69,721 Average Maturity (Date) 5/4/2027 Average Maturity (Years) 2.09 50% 17% 21% 11% Sector Distribution Municipal Bonds Certificates of Deposit Cash/Money Market Government/Agency Securities - 1,000,000.00 2,000,000.00 3,000,000.00 4,000,000.00 5,000,000.00 6,000,000.00 7,000,000.00 8,000,000.00 9,000,000.00 10,000,000.00 2025 2026 2027 2028 2029 2030 Cash Flow Distribution City of Lino Lakes Cash Balance by Fund For the Quarter Ended March 31, 2025 Cash Balance 101 General Fund 6,808,433 202 Rookery Activity Center 175,598 203 Economic Development Authority 262,080 204 Cable TV & Communications 286,955 205 Blue Heron Days 14,845 207 State Narcotics Forfeiture 26,949 208 DUI Forfeitures 59,086 209 Forfeitures - Other 1,673 210 Federal Forfeiture - Treasury 1,602 211 K9 Unit 3,279 214 Public Safety Aid 464,093 215 Local Affordable Housing Aid 90,793 301 Closed Bond 459,102 337 2014A G.O. Improvement Bonds 254,508 338 2015A G.O. Bonds 498,624 339 2015 EDA Lease Revenue Bonds 158,872 341 2016A G.O. Utility Revenue Bonds 282,436 344 2018A G.O. Bond 1,074,762 345 2020A G.O. Utility Revenue Bonds 285,157 346 2021A G.O. Street Reconstruction Bonds 35,597 401 Building and Facilities 2,538,760 402 Capital Equipment Replacement 1,473,624 403 Office Equipment Replacement 53,347 405 Dedicated Parks 1,280,061 406 Area & Unit Trunk 10,249,298 418 T.I.F District 1-11 (2,244) 419 T.I.F District 1-12 414,144 420 Municipal State Aid (MSA) 4,337,959 421 Pavement Management 432,530 422 Surface Water Management 2,669,005 423 Street Reconstruction 480,410 425 Park & Trail Improvements 163,462 430 T.I.F. District 1-13 12,547 484 Comp Plan Updates (59,564) 488 2024 Street Reconstruction (67,563) 601 Water Operating 5,620,757 602 Sewer Operating 7,719,894 603 Storm Water Operating 463,179 801 Contractor Deposits 3,306,539 810 Foxborough Environmental & Stewardship 129,577 811 Preserve Environmental & Stewardship 15,188 52,475,356$ Fund City of Lino Lakes General Fund Budget to Actual (Unaudited) For the Quarter Ended March 31, 2025 Percent Received or Expended Budget Actuals Variance - Based on Annual Thru Thru Favorable Budget Thru Budget 03/31/2025 03/31/2025 (Unfavorable) 03/31/2025 Revenues Property Taxes 11,349,814$ 2,837,454$ -$ (2,837,454)$ * - % Other Taxes 155,000 38,750 43,168 4,418 111.4 Licenses and Permits 973,709 243,427 282,100 38,673 (A) 115.9 Intergovernmental Revenue 921,804 230,451 163,093 (67,358) (B) 70.8 Charges For Services 450,996 112,749 103,497 (9,252) 91.8 Fines & Forfeits 76,000 19,000 25,548 6,548 134.5 Investment Income 75,000 18,750 125,714 106,964 (C) 670.5 Miscellaneous Revenue 48,000 12,000 1,660 (10,340) 13.8 Transfers In - - - - - Total Revenues 14,050,323 3,512,581 744,781 (2,767,800) 21.2 Expenditures Mayor & Council 158,575 39,644 35,290 4,354 89.0 Administration 718,433 179,608 182,830 (3,221) 101.8 Elections 21,367 5,342 58 5,284 1.1 Charter Administration 9,980 2,495 213 2,283 8.5 Finance 840,540 210,135 275,220 (65,085) (D) 131.0 Legal Consultants 148,000 37,000 35,116 1,885 94.9 Economic Development 98,359 24,590 17,368 7,222 70.6 Planning & Zoning 195,076 48,769 37,185 11,584 76.2 Engineering 100,459 25,115 4,091 21,023 (E) 16.3 Community Development 328,245 82,061 51,122 30,939 (F) 62.3 Police 5,373,348 1,343,337 1,324,717 18,620 98.6 Fire 1,306,895 326,724 328,100 (1,376) 100.4 Building Inspections 564,944 141,236 95,592 45,644 (G) 67.7 Streets 1,284,077 321,019 257,387 63,633 (H) 80.2 Fleet Management 790,727 197,682 196,039 1,643 99.2 Government Buildings 654,746 163,687 243,501 (79,815) (I) 148.8 Parks 1,103,332 275,833 192,201 83,632 (J) 69.7 Environmental 71,060 17,765 12,601 5,164 70.9 Solid Waste 93,304 23,326 11,251 12,075 48.2 Forestry 113,856 28,464 9,044 19,420 (K) 31.8 Other 75,000 18,750 25,000 (6,250) 133.3 Total Expenditures 14,050,323 3,512,581 3,333,926 178,655 94.9 Revenues Over (Under) Expenditures -$ -$ (2,589,145)$ (2,589,145)$ * Property tax settlements are received from Anoka County in July (with 70% advance in June) and December. Item Explanation of items with both a variance greater than $15,000 and percentage less than 80% or greater than 120% (A) Strong Building permit revenues, primarily related to Watermark, already at 30% of the annual budget, and approximately $70,000 ahead of 2024 activity. City of Lino Lakes General Fund Budget to Actual (Unaudited) For the Quarter Ended March 31, 2025 (B) Most of these annual, formula-based intergovernmental revenues are received during the 3rd and 4th quarters Early Distribution of Municipal State Aid for Streets received in Q1, approximately $15,000 ahead of prior year. (C) Interest rates are favorable and surpassing budget expectations and Q1 2024 performance. (D) Annual fees of $105K for (2025) financial ERP software (BS&A) was paid in January 2025. (E) Low level of activity in Q1 of 2025, as most Engineering activity year-to-date has been projects-related and/or developer paid activity. Expense is approximately $8K less than Q1 of 2024. (F) Under budget for Q1 2025 but comparable to prior year Q1 activity, budget savings in health insurance expense due to actual enrollments vs budgeted enrollments. (G) Under budget for Q1 2025 but comparable to prior year Q1 activity. Expense is approximately $14K less than Q1 of 2024, primarily in contracted services. (H) Favorable variances in Supplies, Patching Materials, Utilities, and Contracted Services, some of which are seasonal in nature. Expense is approximately $24K ahead of Q1 2024, related to planned increase in personal services expense. (I) Property & Liability Insurance expensed in January, similar to 2024. Electic and Gas Utilities ahead of 2025 budget, and approximately $15K and $7K, more than Q1 2024, respectively, Supplies and Small tools are slightly ahead of 2025 budget . and Q1 2024 (J) Favorable variances Temporary/Seasonal Wages, Utilities, and Contracted Services which are seasonal in nature (i.e. seasonal workers, irrigation, portable restrooms, weed control, trail maintenance, etc.) and will be utilized throughout the Summer/Fall. (K) Low level of activity in Q1 of 2025. Expense is approximately $500 more than Q1 of 2024. City of Lino Lakes Rookery Activity Center Fund Budget to Actual (Unaudited) For the Quarter Ended March 31, 2025 Percent Received or Expended Budget Actuals Variance - Based on Annual Thru Thru Favorable Budget Thru Budget 03/31/2025 03/31/2025 (Unfavorable) 03/31/2025 Revenues Property Taxes 600,000$ 150,000$ -$ (150,000)$ * - % Intergovernmental 8,000 2,000 (2,000) - Charges For Services 1,244,969 311,242 411,911 100,669 (A) 132.3 Investment Income 200 50 2,754 2,704 5,507.3 Miscellaneous Revenue 79,100 19,775 15,213 (4,562) 76.9 Total Revenues 1,932,269 483,067 429,877 (53,190) 89.0 Expenditures Personal Services 1,223,343 305,836 250,229 55,606 81.8 Supplies 84,900 21,225 13,357 7,868 62.9 Services & Charges 330,780 82,695 112,666 (29,971) (B) 136.2 Contractual Services 222,724 55,681 55,191 490 99.1 Total Expenditures 1,861,747 465,437 431,443 33,994 92.7 Revenues Over (Under) Expenditures 70,522$ 17,631$ (1,565)$ (19,196)$ * Property tax settlements are received from Anoka County in July (with 70% advance in June) and December. Item Explanation of items with variance greater than $15,000 and percentage less than 80% or greater than 120% (A) Both Membership and Program revenues are ahead of budget, and are approximately $32,000 more than Q1 2024. (B) Annual fees of $20K for (2025) CivicRec software were paid in January 2025. Utilities (Electric and Gas) are moderately over budget, but significantly higher ($20K) than Q1 2024 due to the mild 2024 winter. City of Lino Lakes Water Fund Budget to Actual (Unaudited) For the Quarter Ended March 31, 2025 Budget Actuals Prior Year Variance - Annual Thru Thru Thru Favorable Budget 03/31/2025 03/31/2025 03/31/2024 (Unfavorable) Revenues Water Hook Up Charge 41,250$ 10,313$ 12,500$ 7,000$ 5,500$ Water Meter Sales 85,000 21,250 30,547 17,116 13,430 Irrigation Controller Sales 5,000 1,250 - 45 (45) Interest On Investments 60,000 15,000 42,467 39,105 3,362 Change in FV of Investments - - 51,863 7,769 44,094 (A) Miscellaneous Revenue 1,800 450 860 405 455 Flat Water Charge 768,700 192,175 178,448 137,268 41,179 (B) Water Sales 1,538,774 384,694 222,267 184,633 37,634 (C) Penalty 40,000 10,000 - 9,687 (9,687) Total Revenues 2,540,524 635,131 538,951 403,028 135,923 Expenditures Personal Services 439,852 109,963 100,351 86,577 (13,774) Supplies 438,000 109,500 40,952 75,681 34,728 (D) Services & Charges 549,285 137,321 166,852 87,672 (79,180) (E) Contractual Services 12,995 3,249 3,551 3,177 (375) Capital Outlay 741,000 185,250 - - - Transfers Out 888,700 222,175 - - - Total Expenditures 3,069,832 767,458 311,707 253,106 (58,601) Revenues Over (Under) Expenditures (529,308)$ (132,327)$ 227,244$ 149,922$ 77,323$ Item Explanation of items with variance greater than $20,000 (A) Interest rates and unrealized gains are favorable and surpassing budget expectations and Q1 2024 performance. (B) Increase in water rates combined with an increase in accounts. The Flat Water Charge increased from $20/Quarter/REU to $25/Quarter/REU in Q1 2025 due to financing a Water Treatment Plant. In addition, there were 6,282 accounts in Q1 2025 compared to 5,802 accounts in Q1 2024. (C) Approximately 10% increase in water consumption, with the resulting revenue increase due to the increased number of billed accounts, and rate increase. (D) Supplies variance to Q1 2024 is due to $40,000 less in Water Meters purchased in 2025, timing differences in purchases. Water meter inventory is purchased on a periodic basis to anticipate new connections and replacement needs, supply chain/availability issues have persisted in recent years. (E) Approximately $75K in 2025 expenses for well and pump rehabs, and watermain repairs, no similar Q1 2024 activity. City of Lino Lakes Sewer Fund Budget to Actual (Unaudited) For the Quarter Ended March 31, 2024 Budget Actuals Prior Year Variance - Annual Thru Thru Thru Favorable Budget 03/31/2025 03/31/2025 03/31/2024 (Unfavorable) Revenues Sewer Hook Up Charge 33,000$ 8,250$ 10,200$ 5,820$ 4,380$ Interest On Investments 70,000 17,500 58,436 53,398 5,039 Change in FV of Investments - - 71,262 10,734 60,527 (A) Sewer Sales 2,071,925 517,981 542,503 519,386 23,117 (B) Penalty 35,000 8,750 - 8,581 (8,581) Total Revenues 2,209,925 552,481 682,400 597,919 84,481 Expenditures Personal Services 450,592 112,648 106,765 95,096 (11,669) Supplies 91,200 22,800 1,692 18,383 16,691 Services & Charges 355,405 88,851 55,275 83,030 27,756 (C) Contractual Services 2,127,555 531,889 449,690 438,461 (11,229) Capital Outlay 821,000 205,250 - - - Total Expenditures 3,845,752 961,438 613,422 634,971 21,549 Revenues Over (Under) Expenditures (1,635,827)$ (408,957)$ 68,979$ (37,052)$ 106,030$ Item Explanation of items with variance greater than $20,000 (A) Interest rates and unrealized gains are favorable and surpassing budget expectations and Q1 2024 performance. (B) Increase in sewer rates combined with an increase in accounts. There were 6,282 accounts in Q1 2025 compared to 5,802 accounts in Q1 2024. (C) Additional $40K in professional services in Q1 2024 for lift station maintenance activities, no similar activity in Q1 2025. City of Lino Lakes Storm Water Fund Budget to Actual (Unaudited) For the Quarter Ended March 31, 2025 Budget Actuals Prior Year Variance - Annual Thru Thru Thru Favorable Budget 03/31/2025 03/31/2025 03/31/2024 (Unfavorable) Revenues Interest On Investments 3,000$ 750$ 3,360$ 2,604$ 756$ Change in FV of Investments - - 4,100 400 3,700 Penalty 10,000 2,500 - 1,691 (1,691) Storm Water Utility 541,540 135,385 117,153 116,550 603 Total Revenues 554,540 138,635 124,614 121,245 3,369 Expenditures Personal Services 211,693 52,923 51,853 52,060 208 Supplies 24,000 6,000 487 487 - Services & Charges 48,905 12,226 2,928 3,636 708 Contractual Services 227,500 56,875 5,129 (13,678) (18,807) (A) Capital Outlay - - - - - Total Expenditures 512,098 128,025 60,397 42,506 (17,891) Revenues Over (Under) Expenditures 42,442$ 10,611$ 64,216$ 78,738$ (14,522)$ Item Explanation of items with variance greater than $20,000 (A) Negative expense in prior due to reversal of 2023 Surface Water Management Project retainage at 12/31/2023 that had yet to be paid to the contractor in 2024. CITY COUNCIL STAFF REPORT AGENDA ITEM 2.B. STAFF ORIGINATOR: Kelly Horn, Interim Finance Director MEETING DATE May 27, 2025 AGENDA ITEM: Resolution Authorizing the Sale of $8,665,000 G.O. Bonds, Series 2025A VOTE REQUIRED: Simple Majority INTRODUCTION Staff is requesting Council approval to Authorize the Issuance of General Obligation Street Reconstruction and Utility Revenue Bonds to finance certain public improvement projects occurring in 2025. BACKGROUND Attached for review are items related to the issuance of general obligation street reconstruction and utility revenue bonds for the 2025 Street Reconstruction and Water and Sewer Extension projects occurring this year. The City’s proposed structure of the bond is as follows: Due to the timing of the awarding of bids for the project, as well as the cash flow needed to finance the projects, the sale of this bond is planned to occur on June 23, 2025, and the closing on bond financing by the middle of July. Staff is recommending approving the attached resolution which authorizes Ehlers, the City’s municipal advisor, to ‘set the sale,’ or receive competitive bids for the sale of the 2025A G.O. Street Reconstruction and Utility Revenue Bonds in the amount of $8,665,000. This amount is enough to finance the 2025 Street Reconstruction and Utility Extensions project, the utility improvements related to the Marketplace realignment and Birch Street sanitary sewer crossing project, and the associated bond issuance and underwriting costs. The City’s Municipal Advisor, Keith Dahl of Ehlers, will be at the meeting to review the proposed structure of the bond, and the bond sale process. Following this memo is the Pre-Sale Report for Series 2025A, and Resolution 2025-71. Purpose Estimated Bond Proceeds Est. Bond Allocation Repayment Source 2025 Street Reconstruction 4,495,000$ 52%Tax Levy Utility Extensions and Improvements 4,170,000$ 48%Special Assessments & Utility Revenues 8,665,000$ 100% RECOMMENDATION Adopt Resolution 2025-71 Approving the Authorization for the Issuance of General Obligation Street Reconstruction and Utility Revenue Bonds. ATTACHMENTS 1. PreSaleReport.Lino Lakes.2025A 2. Resolution 2025-71 Authorizing the Sale of $8,665,000 G.O. Bonds, Series 2025A • • • • • • • City of Lino Lakes, Minnesota $8,665,000 General Obligation Bonds, Series 2025A Issue Summary Assumes Current Market BQ AA+ Rates plus 50bps Total Issue Sources And Uses Dated 06/30/2025 | Delivered 06/30/2025 Street Reconstruction Utility Revenue Issue Summary Sources Of Funds Par Amount of Bonds $4,495,000.00 $4,170,000.00 $8,665,000.00 Total Sources $4,495,000.00 $4,170,000.00 $8,665,000.00 Uses Of Funds Total Underwriter's Discount (1.200%)53,940.00 50,040.00 103,980.00 Costs of Issuance 47,725.34 44,274.66 92,000.00 Deposit to Project Construction Fund 4,389,000.00 4,076,738.00 8,465,738.00 Rounding Amount 4,334.66 (1,052.66)3,282.00 Total Uses $4,495,000.00 $4,170,000.00 $8,665,000.00 LinoLakes 2025A GO Bonds | Issue Summary | 4/23/2025 | 9:53 AM City of Lino Lakes, Minnesota $8,665,000 General Obligation Bonds, Series 2025A Issue Summary Assumes Current Market BQ AA+ Rates plus 50bps Debt Service Schedule Date Principal Coupon Interest Total P+I Fiscal Total 06/30/2025 ----- 02/01/2026 --203,537.34 203,537.34 203,537.34 08/01/2026 --173,633.75 173,633.75 - 02/01/2027 435,000.00 3.650%173,633.75 608,633.75 782,267.50 08/01/2027 --165,695.00 165,695.00 - 02/01/2028 455,000.00 3.650%165,695.00 620,695.00 786,390.00 08/01/2028 --157,391.25 157,391.25 - 02/01/2029 470,000.00 3.650%157,391.25 627,391.25 784,782.50 08/01/2029 --148,813.75 148,813.75 - 02/01/2030 490,000.00 3.750%148,813.75 638,813.75 787,627.50 08/01/2030 --139,626.25 139,626.25 - 02/01/2031 505,000.00 3.750%139,626.25 644,626.25 784,252.50 08/01/2031 --130,157.50 130,157.50 - 02/01/2032 525,000.00 3.800%130,157.50 655,157.50 785,315.00 08/01/2032 --120,182.50 120,182.50 - 02/01/2033 545,000.00 3.900%120,182.50 665,182.50 785,365.00 08/01/2033 --109,555.00 109,555.00 - 02/01/2034 570,000.00 3.950%109,555.00 679,555.00 789,110.00 08/01/2034 --98,297.50 98,297.50 - 02/01/2035 590,000.00 4.000%98,297.50 688,297.50 786,595.00 08/01/2035 --86,497.50 86,497.50 - 02/01/2036 615,000.00 4.100%86,497.50 701,497.50 787,995.00 08/01/2036 --73,890.00 73,890.00 - 02/01/2037 635,000.00 4.150%73,890.00 708,890.00 782,780.00 08/01/2037 --60,713.75 60,713.75 - 02/01/2038 665,000.00 4.200%60,713.75 725,713.75 786,427.50 08/01/2038 --46,748.75 46,748.75 - 02/01/2039 695,000.00 4.250%46,748.75 741,748.75 788,497.50 08/01/2039 --31,980.00 31,980.00 - 02/01/2040 720,000.00 4.300%31,980.00 751,980.00 783,960.00 08/01/2040 --16,500.00 16,500.00 - 02/01/2041 750,000.00 4.400%16,500.00 766,500.00 783,000.00 Total $8,665,000.00 -$3,322,902.34 $11,987,902.34 - Yield Statistics Bond Year Dollars $80,633.65 Average Life 9.306 Years Average Coupon 4.1209870% Net Interest Cost (NIC)4.2499406% True Interest Cost (TIC)4.2683084% Bond Yield for Arbitrage Purposes 4.1056150% All Inclusive Cost (AIC)4.4145867% IRS Form 8038 Net Interest Cost 4.1209870% Weighted Average Maturity 9.306 Years LinoLakes 2025A GO Bonds | Issue Summary | 4/23/2025 | 9:53 AM City of Lino Lakes, Minnesota $4,495,000 General Obligation Bonds, Series 2025A Street Reconstruction Debt Service Schedule Date Principal Coupon Interest Total P+I Fiscal Total 06/30/2025 ----- 02/01/2026 --105,595.24 105,595.24 105,595.24 08/01/2026 --90,081.25 90,081.25 - 02/01/2027 225,000.00 3.650%90,081.25 315,081.25 405,162.50 08/01/2027 --85,975.00 85,975.00 - 02/01/2028 235,000.00 3.650%85,975.00 320,975.00 406,950.00 08/01/2028 --81,686.25 81,686.25 - 02/01/2029 245,000.00 3.650%81,686.25 326,686.25 408,372.50 08/01/2029 --77,215.00 77,215.00 - 02/01/2030 255,000.00 3.750%77,215.00 332,215.00 409,430.00 08/01/2030 --72,433.75 72,433.75 - 02/01/2031 260,000.00 3.750%72,433.75 332,433.75 404,867.50 08/01/2031 --67,558.75 67,558.75 - 02/01/2032 270,000.00 3.800%67,558.75 337,558.75 405,117.50 08/01/2032 --62,428.75 62,428.75 - 02/01/2033 285,000.00 3.900%62,428.75 347,428.75 409,857.50 08/01/2033 --56,871.25 56,871.25 - 02/01/2034 295,000.00 3.950%56,871.25 351,871.25 408,742.50 08/01/2034 --51,045.00 51,045.00 - 02/01/2035 305,000.00 4.000%51,045.00 356,045.00 407,090.00 08/01/2035 --44,945.00 44,945.00 - 02/01/2036 320,000.00 4.100%44,945.00 364,945.00 409,890.00 08/01/2036 --38,385.00 38,385.00 - 02/01/2037 330,000.00 4.150%38,385.00 368,385.00 406,770.00 08/01/2037 --31,537.50 31,537.50 - 02/01/2038 345,000.00 4.200%31,537.50 376,537.50 408,075.00 08/01/2038 --24,292.50 24,292.50 - 02/01/2039 360,000.00 4.250%24,292.50 384,292.50 408,585.00 08/01/2039 --16,642.50 16,642.50 - 02/01/2040 375,000.00 4.300%16,642.50 391,642.50 408,285.00 08/01/2040 --8,580.00 8,580.00 - 02/01/2041 390,000.00 4.400%8,580.00 398,580.00 407,160.00 Total $4,495,000.00 -$1,724,950.24 $6,219,950.24 - Yield Statistics Bond Year Dollars $41,854.57 Average Life 9.311 Years Average Coupon 4.1212949% Net Interest Cost (NIC)4.2501697% True Interest Cost (TIC)4.2685415% Bond Yield for Arbitrage Purposes 4.1056150% All Inclusive Cost (AIC)4.4147457% IRS Form 8038 Net Interest Cost 4.1212949% Weighted Average Maturity 9.311 Years LinoLakes 2025A GO Bonds | Street Reconstruction | 4/23/2025 | 9:53 AM City of Lino Lakes, Minnesota $4,170,000 General Obligation Bonds, Series 2025A Utility Revenue Debt Service Schedule Date Principal Coupon Interest Total P+I Fiscal Total 06/30/2025 ----- 02/01/2026 --97,942.10 97,942.10 97,942.10 08/01/2026 --83,552.50 83,552.50 - 02/01/2027 210,000.00 3.650%83,552.50 293,552.50 377,105.00 08/01/2027 --79,720.00 79,720.00 - 02/01/2028 220,000.00 3.650%79,720.00 299,720.00 379,440.00 08/01/2028 --75,705.00 75,705.00 - 02/01/2029 225,000.00 3.650%75,705.00 300,705.00 376,410.00 08/01/2029 --71,598.75 71,598.75 - 02/01/2030 235,000.00 3.750%71,598.75 306,598.75 378,197.50 08/01/2030 --67,192.50 67,192.50 - 02/01/2031 245,000.00 3.750%67,192.50 312,192.50 379,385.00 08/01/2031 --62,598.75 62,598.75 - 02/01/2032 255,000.00 3.800%62,598.75 317,598.75 380,197.50 08/01/2032 --57,753.75 57,753.75 - 02/01/2033 260,000.00 3.900%57,753.75 317,753.75 375,507.50 08/01/2033 --52,683.75 52,683.75 - 02/01/2034 275,000.00 3.950%52,683.75 327,683.75 380,367.50 08/01/2034 --47,252.50 47,252.50 - 02/01/2035 285,000.00 4.000%47,252.50 332,252.50 379,505.00 08/01/2035 --41,552.50 41,552.50 - 02/01/2036 295,000.00 4.100%41,552.50 336,552.50 378,105.00 08/01/2036 --35,505.00 35,505.00 - 02/01/2037 305,000.00 4.150%35,505.00 340,505.00 376,010.00 08/01/2037 --29,176.25 29,176.25 - 02/01/2038 320,000.00 4.200%29,176.25 349,176.25 378,352.50 08/01/2038 --22,456.25 22,456.25 - 02/01/2039 335,000.00 4.250%22,456.25 357,456.25 379,912.50 08/01/2039 --15,337.50 15,337.50 - 02/01/2040 345,000.00 4.300%15,337.50 360,337.50 375,675.00 08/01/2040 --7,920.00 7,920.00 - 02/01/2041 360,000.00 4.400%7,920.00 367,920.00 375,840.00 Total $4,170,000.00 -$1,597,952.10 $5,767,952.10 - Yield Statistics Bond Year Dollars $38,779.08 Average Life 9.300 Years Average Coupon 4.1206546% Net Interest Cost (NIC)4.2496933% True Interest Cost (TIC)4.2680568% Bond Yield for Arbitrage Purposes 4.1056150% All Inclusive Cost (AIC)4.4144152% IRS Form 8038 Net Interest Cost 4.1206546% Weighted Average Maturity 9.300 Years LinoLakes 2025A GO Bonds | Utility Revenue | 4/23/2025 | 9:53 AM City of Lino Lakes, Minnesota $1,002,000 General Obligation Bonds, Series 2025A Assessments Fixed 5.00% Rate - Equal P&I Assessments Date Principal Coupon Interest Total P+I 12/31/2026 46,434.97 5.000%50,100.00 96,534.97 12/31/2027 48,756.72 5.000%47,778.26 96,534.98 12/31/2028 51,194.56 5.000%45,340.42 96,534.98 12/31/2029 53,754.28 5.000%42,780.68 96,534.96 12/31/2030 56,442.00 5.000%40,092.98 96,534.98 12/31/2031 59,264.10 5.000%37,270.88 96,534.98 12/31/2032 62,227.30 5.000%34,307.66 96,534.96 12/31/2033 65,338.67 5.000%31,196.30 96,534.97 12/31/2034 68,605.60 5.000%27,929.38 96,534.98 12/31/2035 72,035.88 5.000%24,499.10 96,534.98 12/31/2036 75,637.68 5.000%20,897.30 96,534.98 12/31/2037 79,419.56 5.000%17,115.42 96,534.98 12/31/2038 83,390.54 5.000%13,144.44 96,534.98 12/31/2039 87,560.07 5.000%8,974.90 96,534.97 12/31/2040 91,938.07 5.000%4,596.90 96,534.97 Total $1,002,000.00 -$446,024.62 $1,448,024.62 Significant Dates Filing Date 1/01/2026 First Payment Date 12/31/2026 LinoLakes 2025A GO Bonds | SINGLE PURPOSE | 4/23/2025 | 9:52 AM City of Lino Lakes, Minnesota $8,665,000 General Obligation Bonds, Series 2025A Issue Summary Assumes Current Market BQ AA+ Rates plus 50bps Detail Costs Of Issuance Dated 06/30/2025 | Delivered 06/30/2025 COSTS OF ISSUANCE DETAIL Municipal Advisor $48,000.00 Bond Counsel $21,000.00 Rating Agency Fee $21,000.00 Miscellaneous $2,000.00 TOTAL $92,000.00 LinoLakes 2025A GO Bonds | Issue Summary | 4/23/2025 | 9:53 AM EXTRACT OF MINUTES OF MEETING OF THE CITY COUNCIL OF THE CITY OF LINO LAKES ANOKA COUNTY, MINNESOTA Pursuant to due call and notice thereof, a regular meeting of the City Council of the City of Lino Lakes, Minnesota, was duly held in the City Hall in said City on May 27, 2025, commencing at 6:30 o’clock p.m. The following members were present: and the following were absent: Member _____________________ introduced the following resolution and moved its adoption: CITY OF LINO LAKES, MINNESOTA RESOLUTION NO. 25-71 RESOLUTION PROVIDING FOR THE ISSUANCE AND SALE OF GENERAL OBLIGATION BONDS, SERIES 2025A, IN THE MAXIMUM AGGREGATE PRINCIPAL AMOUNT OF $8,665,000; AND TAKING OTHER ACTIONS WITH RESPECT THERETO BE IT RESOLVED By the City Council (“Council”) of the City of Lino Lakes, Minnesota (the “City”), as follows: 1. Background. (a) Street Reconstruction Bonds. (i) The City is authorized by Minnesota Statutes, Chapter 475, as amended (the “Act”), including Minnesota Statutes, Section 475.58, subd. 3b, as amended (“Section 475.58, subd. 3b”), to issue general obligation street reconstruction bonds to finance the cost of street reconstruction and bituminous overlay projects. (ii) Pursuant to a resolution adopted by the Council on June 26, 2023, following a duly noticed public hearing, the Council approved by a vote of two-thirds majority of its members present: (i) a Street Reconstruction Plan for the years 2024 – 2028 (the “Plan”) that described the streets to be reconstructed and estimated costs over a period of five (5) years; and (ii) the issuance of general obligation bonds, all pursuant to the Act, including Section 475.58, subd. 3b. (iii) The Council hereby finds that no petition for a referendum on the issuance of the bonds to pay the costs of the proposed street reconstruction projects was received by the City within thirty (30) days of the hearing, in accordance with Section 475.58, subd. 3b. (iv) The Council hereby finds and determines that it is necessary and expedient to the sound financial management of the affairs of the City to authorize the issuance of general obligation bonds in the aggregate principal amount not to exceed $4,495,000 (the “Street Portion”), pursuant to the Act, including Section 475.58, subd. 3b, to finance the street reconstruction projects described in the Plan (collectively, the “Street Project”), and related financing costs. (b) Utility Revenue Bonds. (i) The City is authorized by the Act and Minnesota Statutes, Chapter 444, as amended (“Chapter 444”), to issue general obligation revenue bonds to finance the costs of improvements to the City’s water utility systems. (ii) The City engineer has recommended the construction of various improvements to the City’s sewer, water, and storm sewer systems (the “Utility Improvements”). (iii) The Council hereby finds and determines that it is necessary and expedient to the sound financial management of the affairs of the City to issue general obligation bonds in the proposed principal amount of $4,170,000 (the “Utility Portion”), pursuant to the Act and Chapter 444, to provide financing for the Utility Improvements (collectively, the “Utility Project”), and related financing costs. The Street Project and the Utility Project are hereinafter collectively referred to as the “Project.” (c) The Council hereby determines that the Street Portion and the Utility Portion shall be issued together in a single series in the aggregate principal amount not to exceed of $8,665,000 (the “Bonds”). The Council hereby designates the Bonds as the “General Obligation Bonds, Series 2025A.” 2. Sale of Bonds. The City has retained Ehlers and Associates, Inc. (the “Municipal Advisor”), to serve as the City’s independent municipal advisor with respect to the offer and sale of the Bonds and, therefore, is authorized by Section 475.60, subdivision 2(9), of the Act to sell the Bonds other than pursuant to a competitive sale. 3. Authority of Municipal Advisor. The Municipal Advisor is authorized and directed to assist the City in the preparation and dissemination of a Preliminary Official Statement to be distributed to potential purchasers of the Bonds and to open, read, and tabulate the proposals for the purchase of the Bonds for presentation to the Council. The Municipal Advisor is further authorized and directed to assist the City in the award and sale of the Bonds on behalf of the City after receipt of written proposals and to assist the City in the preparation and dissemination of a final Official Statement with respect to the Bonds. 4. Acceptance of Proposal. The Council shall meet at the time specified in the Preliminary Official Statement or at such other time designated by the Council to receive and consider proposals for the purchase of the Bonds and take any other appropriate action with respect to the Bonds. 5. Authority of Bond Counsel. The law firm of Kennedy & Graven, Chartered, is authorized to act as bond counsel for the City (“Bond Counsel”), and to assist in the preparation and review of necessary documents, certificates, and instruments related to the Bonds. The officers, employees, and agents of the City are hereby authorized to assist Bond Counsel in the preparation of such documents, certificates, and instruments. 6. Reimbursement from Bond Proceeds. The City may incur certain expenditures that may be financed temporarily from sources other than the Bonds and reimbursed from the proceeds of the Bonds. Treasury Regulation § 1.150-2 (the “Reimbursement Regulations”) provides that proceeds of tax-exempt bonds allocated to reimburse expenditures originally paid from a source other than the tax-exempt bonds will not be deemed expended unless certain requirements are met. In order to preserve its ability to reimburse certain costs from proceeds of the Bonds in accordance with the Reimbursement Regulations, the City hereby makes its declaration of official intent (the “Declaration”) described below to reimburse certain costs (a) Declaration of Intent. The City proposes to issue the Bonds to finance the costs of the Project. The City may reimburse original expenditures made for certain costs of the Project from the proceeds of the Bonds in an estimated maximum principal amount of $8,665,000. All reimbursed expenditures will be capital expenditures, costs of issuance of the Bonds, or other expenditures eligible for reimbursement under Section 1.150-2(d)(3) of the Reimbursement Regulations. (b) Declaration Made Not Later Than 60 Days. This Declaration has been made not later than sixty (60) days after payment of any original expenditure to be subject to a reimbursement allocation with respect to the proceeds of the Bonds, except for the following expenditures: (a) costs of issuance of the Bonds; (b) costs in an amount not in excess of $100,000 or five percent (5%) of the proceeds of the Bonds; or (c) “preliminary expenditures” up to an amount not in excess of twenty (20) percent of the aggregate issue price of the Bonds that finance or are reasonably expected by the City to finance the Project for which the preliminary expenditures were incurred. The term “preliminary expenditures” includes architectural, engineering, surveying, bond issuance, and similar costs that are incurred prior to commencement of acquisition, construction, or rehabilitation of the Project, other than land acquisition, site preparation, and similar costs incident to commencement of construction. (c) Reasonable Expectations; Official Intent. This Declaration is an expression of the reasonable expectations of the City based on the facts and circumstances known to the City as of the date hereof. The anticipated original expenditures for the Project and the principal amount of the Bonds described in Section 6(a), above, are consistent with the City’s budgetary and financial circumstances. No sources other than proceeds of the Bonds to be issued by the City are, or are reasonably expected to be, reserved, allocated on a long-term basis, or otherwise set aside pursuant to the City’s budget or financial policies to pay such original expenditures. This Resolution is intended to constitute a declaration of official intent for purposes of the Reimbursement Regulations. The motion for the adoption of the foregoing resolution was duly seconded by Member __________________, and upon vote being taken thereon, the following voted in favor of the motion: and the following voted against: whereupon the resolution was declared duly passed and adopted. _____________________ Rob Rafferty, Mayor ATTEST: ________________________ Roberta Colotti, CMC, City Clerk STATE OF MINNESOTA ) ) COUNTY OF ANOKA ) ss. ) CITY OF LINO LAKES ) I, the undersigned, being the duly qualified City Clerk of City of Lino Lakes, Anoka County, Minnesota (the “City”), do hereby certify that I have carefully compared the attached and foregoing extract of minutes of a regular meeting of the City Council of the City held on May 27, 2025, with the original minutes on file in my office, and the extract is a full, true, and correct copy of the minutes insofar as they relate to they relate to authorizing the issuance of the City’s General Obligation Bonds, Series 2025A, in the maximum aggregate principal amount of $8,665,000. WITNESS My hand officially as such City Clerk this _____ day of May, 2025. Clerk of the City City of Lino Lakes, Anoka County, Minnesota 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 3A STAFF ORIGINATOR: Dave Pecchia, Interim City Administrator MEETING DATE: May 27, 2025 TOPIC: Second Reading and Adoption of Ordinance No. 06-25 Repealing Chapter 208: Public Safety Department VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION The City Council is being asked to provide Second Reading and Adopt Ordinance No. 06-25 Repealing City Code Chapter 208: Public Safety Department, of the Lino Lakes City Code. BACKGROUND Staff have been in the process of implementing recommendations of the Citygate report which included establishing a stand alone Police Department and Fire Department. Therefore, we are requesting the repeal of Chapter 208 which created a Public Safety Department which no longer aligns with the current organizational structures. RECOMMENDATION Staff recommends approval of Second Reading and Adoption of Ordinance No. 06-25 Repealing City Code Chapter 208: Public Safety Department. ATTACHMENTS Ordinance No. 06-25 1st Reading: May 12, 2025 Website Notice: May 13, 2025 2nd Reading: May 27, 2025 Publication: June 3, 2025 Adoption: May 27, 2025 Effective: July 3, 2025 CITY OF LINO LAKES ORDINANCE NO. 06-25 REPEALING CITY CODE CHAPTER 208: PUBLIC SAFETY DEPARTMENT The City Council of Lino Lakes ordains: Repeal of City Code Chapter 208 Section 1: The City of Lino Lakes City Council hereby repeals City Code Chapter 208: Public Safety Department, in its entirety. The City Council has adopted separate ordinances to establish a Police Department and Fire Department to replace the combined Public Safety Department functions. ADOPTED by the Lino Lakes City Council this 27th day of May, 2025. CITY OF LINO LAKES BY: _______________________ Rob Rafferty, Mayor ATTEST ________________________ Roberta Colotti, CMC, City Clerk 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 3B STAFF ORIGINATOR: Dave Pecchia, Interim City Administrator MEETING DATE: May 27, 2025 TOPIC: Second Reading and Adoption of Ordinance No. 07-25 Providing for a Police Department VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION The City Council is being asked to consider the Second Reading and Adoption of Ordinance No. 07-25 Providing for a Police Department. BACKGROUND Staff have been in the process of implementing recommendations outlined in the Citygate report which included establishing a separate Police Department and Fire Department. Therefore, we request the adoption of Ordinance No. 07- 25 which creates the Lino Lakes Police Department. The new ordinance aligns with the current organizational structure. RECOMMENDATION Staff recommends approval of Second Reading and Adoption of Ordinance No. 07-25 Providing for a Police Department. ATTACHMENTS Ordinance No 07-25 1st Reading: May 12, 2025 Website Notice: May 13, 2025 2nd Reading: May 27, 2025 Publication: June 3, 2025 Adoption: May 27, 2025 Effective: July 3, 2025 CITY OF LINO LAKES ORDINANCE NO. 07-25 PROVIDING FOR A POLICE DEPARTMENT The City Council of Lino Lakes ordains: Police Department SECTION 1: DEPARTMENT CREATED There is created a department of this city, which shall hereafter by known as the Lino Lakes Police Department. DUTIES It shall be the responsibility of the Lino Lakes Police Department to provide a healthy and safe community, preserve peace and public order, prevent and detect crime, respond to and assist with emergency medical needs, and enforce state and county laws and City ordinances, within the City of Lino Lakes, as authorized by the City Council. POLICE PERSONNEL The Lino Lakes Police Department shall be directed and supervised by the Chief of Police. The members of the Lino Lakes Police Department shall consist of the Chief of Police and police officers as the City Council shall hire. CHIEF OF POLICE The Chief of Police shall be responsible to the City Administrator and shall make complete reports on the operation of the Lino Lakes Police Department as requested by the Administrator or City Council. Other members of the Lino Lakes Police Department shall be responsible and accountable to the Chief of Police, who shall be responsible for the proper training and discipline of other members. The Chief of Police may recommend to the City Administrator a suspension without pay of any member of the Lino Lakes Police Department for just cause only. Suspensions without pay in excess of 30 days and recommendations for termination will require final action by the City Council. RANKS Members of the Lino Lakes Police Department, other than the Chief of Police, may be given a rank or designation as determined by the Chief of Police. The order of command shall flow from the Chief of Police downward in order as listed, each member being responsible to his or her superior officer. The ranks and the rules of qualification for any of the positions shall be as established by the Chief of Police and approved by the City Council. 2 RECORDS The Lino Lakes Police Department shall keep a daily record of all Police Department activities within the City, as prescribed by the City Council. Access to Police Department records shall be in accordance with the Minnesota Government Data Practice Act. UNIFORMS AND EQUIPMENT All city property issued to any member of the Police Department shall be returned in good condition to the City promptly upon termination of employment or as otherwise directed by the Chief of Police or City Administrator. Each member shall be responsible for and liable for each item and the proper care thereof while same is in his or her possession. Uniforms and equipment to perform duties will be provided to Police Department personnel. UNIFORMS – WHEN WORN Uniforms are only to be worn while on duty, while in transit to or from work, for court, or at other official department functions or events. COMMUNITY SERVICE OFFICER A person holding the position of community service officer in the Lino Lakes Police Department may, under the direction of the Chief of Police, issue citations in lieu of arrest for violations of the following Chapters: 503 Animal Control Regulations, 802 Parking, 901 General Nuisance and 1006 Building Numbers. ADOPTED by the Lino Lakes City Council this 27th day of May, 2025. CITY OF LINO LAKES BY: _______________________ Rob Rafferty, Mayor ATTEST ________________________ Roberta Colotti, CMC, City Clerk 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 3C STAFF ORIGINATOR: Dave Pecchia, Interim City Administrator MEETING DATE: May 27, 2025 TOPIC: Second Reading and Adoption of Ordinance No. 08-25 Providing for a Fire Department VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION The City Council is being asked to consider the Second Reading and Adoption of Ordinance No. 08-25 Providing for a Fire Department. BACKGROUND Staff have been in the process of implementing recommendations outlined in the Citygate report which included establishing a separate Police Department and Fire Department. Therefore, we request the adoption of Ordinance No. 08-25 which creates the Lino Lakes Fire Department. The new ordinance aligns with the current organizational structure. RECOMMENDATION Staff recommends approval of Second Reading and Adoption of Ordinance No. 08-25 Providing for a Fire Department. ATTACHMENTS Ordinance No 08-25 1st Reading: May 12, 2025 Website Notice: May 13, 2025 2nd Reading: May 27, 2025 Publication: June 3, 2025 Adoption: May 27, 2025 Effective: July 3, 2025 CITY OF LINO LAKES ORDINANCE NO. 08-25 PROVIDING FOR A FIRE DEPARTMENT The City Council of Lino Lakes ordains: Fire Department SECTION 1: DEPARTMENT CREATED There is created a department of this city, which shall hereafter by known as the Lino Lakes Fire Department. DUTIES It shall be the responsibility of the Lino Lakes Fire Department to provide a healthy and safe community, preserve life and protect property, prevent and suppress fires, respond to and assist with emergency medical needs, and enforce state and county Life Safety Codes and City ordinances, within the City of Lino Lakes as authorized by the City Council. FIRE CHIEF The Fire Chief shall be responsible to the City Administrator and shall make complete reports on the operation of the Lino Lakes Fire Department as requested by the Administrator or City Council. Other members of the Lino Lakes Fire Department shall be responsible and accountable to the Fire Chief, who shall be responsible for the proper training and discipline of other members. The Fire Chief may recommend to the City Administrator a suspension, without pay of any member of the Lino Lakes Fire Department for just cause only. Suspensions without pay in excess of 30 days and recommendations for termination will require final action by the City Council. The Fire Chief shall be responsible for the annual inspection, testing and maintenance of all fire apparatus. The Fire Chief shall maintain a replacement schedule of all fire apparatus in accordance with National Fire Protection Association guidelines. RANKS Members of the Lino Lakes Fire Department, other than the Fire Chief, may be given a rank or designation as determined by the Fire Chief. The order of command shall flow from the Fire Chief downward in order as listed, each member being responsible to his or her superior officer. The ranks and the rules of qualification for any of the positions shall be as established by the City Council. 2 RECORDS The Lino Lakes Fire Department shall keep a daily record of all Fire Department activities within the City, as prescribed by the City Council. Access to Fire Department records shall be in accordance with the Minnesota Data Practices Act. UNIFORMS AND EQUIPMENT All city property issued to any member of the Fire Department shall be returned, in good condition, to the City, upon termination of employment or as otherwise directed by the Fire Chief or City Administrator. Each member shall be responsible for and liable for each item and the proper care thereof while same is in his or her possession. Uniforms and equipment to perform duties will be provided to Fire Department personnel. Fire Department personnel represented by a union will be provided a uniform allowance pursuant to their labor agreement. UNIFORMS – WHEN WORN Uniforms are only to be worn while on duty, while in transit to or from work, or at other official department functions or events. ADOPTED by the Lino Lakes City Council this 27th day of May, 2025. CITY OF LINO LAKES BY: _______________________ Rob Rafferty, Mayor ATTEST ________________________ Roberta Colotti, CMC, City Clerk 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 7A STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: May 27, 2025 TOPIC: Wilkinson Waters Addition i. Consider Resolution No. 25-64 Approving Comprehensive Plan Amendment ii. Consider 1st Reading of Ordinance No. 10-25 Rezoning Property from R, Rural to PUD, Planned Unit Development iii. Consider Resolution No. 25-65 Approving PUD Preliminary Plan/Preliminary Plat VOTE REQUIRED: Super Majority (Comprehensive Plan Amendment) Simple Majority (Rezoning, PUD Preliminary Plan/Preliminary Plat) ______________________________________________________________________________ INTRODUCTION The applicant, Wilkinson Waters LLC, is proposing a master planned development located on North Oaks Company Inc. property south of County Road J/Ash Street/CSAH 32, west of Centerville Road/CSAH 21 and north of Wilkinson Lake Boulevard. The development contains 4 parcels totaling approximately 76 gross acres and consists of mix of 340 unit residential housing types and commercial development. The proposed development is called Wilkinson Waters. Tentative Review Schedule: Complete Application Date: March 12, 2025 60-Day Deadline: May 11, 2025 Environmental Board Meeting: March 26, 2025 Park Board Meeting: April 2, 2025 EDAC Meeting: N/A Planning & Zoning Board Meeting: April 9, 2025 and May 14, 2025 City Council Work Session: May 5, 2025 City Council Meeting: May 27, 2025 2 The Comprehensive Plan Amendment requires notice to affected jurisdictions. They have 60 days to review and comment. The 60 day deadline is May 17, 2025 so the City Council meeting date for consideration is May 27, 2025. The Planning & Zoning Board held a public hearing on April 9th. Unfortunately, the notice was not mailed to all property owners within 600ft of the development boundary so a second hearing will be held tonight. One concern brought up during the April 9th meeting was vehicle headlights entering or exiting the underground parking lot shining into adjacent houses along Ash St. Six (6) ft tall privacy fences will be installed along the Ash Street and Centerville Road drive lanes to screen the headlights. This staff report provides edits to the April 9, 2025 and May 14, 2025 Planning & Zoning staff report. Changes are either narratively described or shown as strikethrough (deletions) or underline (additions). BACKGROUND The Land Use Application is for the following: • Comprehensive Plan Amendment • Rezoning • PUD Preliminary Plan • Preliminary Plat • Site & Building Plan Review This staff report is based on the following submittals: • Comprehensive Plan Amendment Maps prepared by ISG dated March 10, 2025 • Ash Street Traffic Impact Study prepared by ISG dated October 14, 2024 • Wetland Replacement Plan prepared by Kjolhaug Environmental Services dated March 2, 2025 • Wilkinson Waters Preliminary Plat Plan prepared by ISG dated March 10, 2025 • Stormwater Management Report prepared by ISG dated March 10, 2025 • Traffic Noise Analysis prepared by ESI Engineering dated March 11, 2025 • Preliminary Geotechnical Evaluation Report prepared by Braun Intertec dated February 11, 2025 • Wilkinson Waters Design Guidelines and Statement of Intent received on March 10, 2025 3 ANALYSIS History In September 2015, North Oaks Company LLC submitted a PUD Concept Plan for Advisory Board and Council review. The concept plan included two (2) parcels totaling 46 gross acres. It consisted of a residential mix of single family homes, twin homes, and senior housing rentals totaling 136-161 housing units. The proposed development did not meet density requirements and did not move forward. In August 2024, the current developer submitted a PUD Concept Plan for advisory board and council input for a 356 housing unit and commercial development. The concept plan did not meet density requirements and the plans were revised to the current submittal. Current Proposal Please see the attached applicant’s Design Guidelines booklet for a detailed description of the project. Per the narrative, “The proposed land uses include 34,000 square feet, approximately, of commercial retail space, two (2) – three story 100 unit market rate multi-family building (including clubhouse, large communal green space, and additional amenities), 40 townhome units, and one (1) – 100 unit senior living facility. In addition to these land uses there will be a regional stormwater management system that will be integrated into the natural landscape North of Wilkinson Lake.” Residential The following chart compares the August 2024 PUD Concept Plan with the proposed March 2025 PUD Preliminary Plan. The applicant is proposing the following mix and number of housing types: August 2024 Concept March 2025 PUD Plan Housing Type # Units # Units 4-plex Townhomes = 20 (5 buildings) 40 (10 buildings) 6-plex Townhomes = 36 (6 buildings) 0 Market Rate Multi-Family = (2 buildings x 100 units) 200 200 Senior Living Multi-Family = 100 100 4 356 340 The residential development transitions from townhomes near Wilkinson Lake and CSAH 32 (Ash Street) to the apartments adjacent to CSAH 21 (Centerville Road). The senior living building is also near Wilkinson Lakes. Trails, sidewalks and stormwater ponds are included throughout the development. Commercial The applicant is proposing approximately 5 acres of commercial development in the southeast quadrant of the site adjacent to CSAH 21 (Centerville Road) and Wilkinson Lake Boulevard. Sheet C3-10 Overall Site Plan shows three (3) commercial building pads (5,488-18,012sf footprint). Phasing The development is proposed to be built out in 4 phases: the 2 multiple family buildings, the townhome buildings, senior building, and commercial. See attached Phasing Plan. Existing Conditions The predominant existing land use is agricultural. MLCCS classifications include cattail marsh, saturated altered/non-native dominated vegetation, grasslands, deciduous trees and agriculture. Soil types include hydric, predominantly hydric, predominately non-hydric and non-hydric. Wetlands and floodplain exist on the west portion of the site. Several utility easements bisect the site. Current site grades range from about 904 to 929 feet Mean Sea Level (MSL) and generally slopes down to the west to the wetland area. Surrounding Zoning and Land Use Direction Zoning Current Land Use 2040 Future Land Use North R, Rural Rural Residential Low Density Residential South City of North Oaks (Waverly Gardens Senior Living Community) City of North Oaks (Waverly Gardens Senior Living Community) City of North Oaks (Waverly Gardens Senior Living Community) East R-X, Rural Executive Rural Residential Permanent Rural 5 West R, Rural Agriculture Medium Density Comprehensive Plan Comprehensive Plan Amendment The site contains 4 parcels totaling approximately 76 gross acres and has 3 land use designations: medium density, high density, and signature gateway. One parcel (PID# 34-31-22- 44-0008) will be re-guided from high density to signature gateway. See attached Existing Land Use Plan and Proposed Land Use Plan. Per the City’s 2040 Comprehensive Plan, the areas are not intended to be strict land use and density boundaries but should be considered somewhat flexible to accommodate development. The Met Council requires a formal comprehensive plan amendment to adjust the land use boundaries. The proposed amendment slightly increases the allowed number of housing units; however, the proposed development of 340 units falls within both ranges. Existing Comp Plan Proposed Comp Plan Range of Allowed # of Housing Units 234 to 404 252 to 467 The Comprehensive Plan Amendment was mailed on March 18, 2025 to affected jurisdictions for their review and comment. The 60 day comment period ends May 17, 2025. At the April 9, 2025 Planning & Zoning Board meeting, Board Member Guthmueller asked what the definition of Signature Gateway is. Page 3-10 of the 2040 Comprehensive Plan states: “Signature Gateway This Land Use Plan identifies 73 acres for Signature Gateway development, which accounts for 0.5% of the city's total land area (net of wetlands and water bodies). The Signature Gateway District is reserved for high visibility, high traffic corridors serving as an entrance to the Community. The district allows residential at a density of 8.0 to 10.0 units per acre with 15 units per acre allowed if the project meets the City's housing goals. The district allows for development of multiple complementary uses on a single site including a combination of higher density residential, commercial services, and employment opportunities. This district incorporates planning parameters estimating the ratio of the residential and commercial mix. These ranges are flexible and may change based on a specific development proposal.” 6 Planning District #4 further details this areas Signature Gateway Area. Planning District #4 Per the 2040 Comprehensive Plan, the site is located in Planning District 4. The Comprehensive Plan states: Land Use • A gateway should be planned at the intersection of Centerville Road and County Road J (Ash Street). The Lino Lakes Gateway Planning guide was prepared in June 2024 and includes this area. Financing is now needed to implement the plan. • Planning District 4 includes one area designated Signature Gateway Area (Centerville Road/County Road J). o This site is located at the intersection of two county roads, near an I-35E interchange. The site is expected to develop as an extension of the multi-family and commercial development south of the municipal boundary in the City of North Oaks. Approximately 80 percent of the area is expected to accommodate residential development at 8.0 to 10.0 units per acre. The City Council may allow up to 15 units per acre for projects that meet specific city housing goals. It is important to note the 80/20 percent residential/commercial mix is related only to the 45 acres of land guided for Signature Gateway (based on the proposed Comp Plan Amendment). These 45 acres could support 9 acres of commercial development (45 acres x 20% = 9 acres.) The proposed Wilkinson Waters development includes 5 acres of commercial which is consistent with the 2040 Comprehensive Plan. Infrastructure & Public Facilities • Recommended sanitary sewer improvements in this area are based on connecting to the White Bear Township sewer in Centerville Road. Local sewers will discharge to at least two lift stations which will pump by force main to the White Bear Township facility. • The White Bear Township trunk sewer, constructed in the late 1980’s, has capacity to serve portions of North Oaks and Lino Lakes in addition to White Bear Township’s needs. North Oaks, by written agreement with White Bear Township, has purchased the right to use some of this capacity. The agreement has been modified, and North Oaks 7 has made additional payments to the township as North Oaks’ service needs have increased. A review of the current utilization of this facility indicates that there is still capacity available to serve at least a portion of the projected development in District 4. However, no formal agreement exists between Lino Lakes and White Bear Township. It is recommended that the city commence negotiations with White Bear Township to secure the right to discharge to this facility. Negotiations are in process to include both sanitary sewer and water supply. • Pursue a full interchange at I-35E and County Road J (Ash Street). Ramsey County is finalizing design for the I-35E and CR J (Ash St) Interchange with construction proposed for Summer of 2025. • Work with Anoka County and Ramsey County to ensure appropriate access management on County Road J (Ash Street). MnDOT, Anoka County, Ramsey County, and adjacent communities have worked jointly on roadway and access management improvement plans and financing for the I-35E interchange and CSAH 32 and CSAH 21 intersections. Anoka County is designing the Ash Street (CSAH 32) and CSAH 21 (Centerville Road) improvements with construction proposed for Summer of 2026. Density For this development, density requirements are regulated by both the 2040 Comprehensive Plan and City Chapter 1102: Shoreland Management Overlay. Where the requirements are more or less restrictive, the more restrictive standards shall apply. In this case, it appears the 2040 Comprehensive Plan density requirements are more restrictive and shall be applied. • 2040 Comprehensive Plan See attached Land Use and Density Plan. The following chart is a summary of the site’s general housing unit range and density using Met Council’s density formula assuming approval of the comprehensive plan amendment: 8 The Signature Gateway district allows for up to 15 units per net acre if the project meets the City’s housing goals. These goals are provided in the attachments. The preliminary range of allowed housing units for the entire site is 194 to 363 housing units. The proposed 340 housing units is within the allowed the density range. • Shoreland Management Overlay Ordinance City Code Section 1102.13(4) details Shoreland PUD density requirements. The preliminary range of allowed housing units for the entire site is 262 to 452 housing units. The 2040 Comprehensive Plan density range is more restrictive and shall be applied. Growth Management Strategy PID #34-31-22-43-0006 PID #34-31-22-44-0001 PID#34-31-22-44-0008 PID #35-31-22-33-0002 Southwest Parcel Northwest Parcel Middle Parcel New Signature Gateway Parcel Total Gross Area (acres)15.21 15.13 0.00 45.55 75.89 Wetlands & Water Bodies 15.21 12.06 0.00 9.41 36.68 Public Parks & Open Space 0.00 3.07 0.00 0.81 3.88 Arterial ROW 0.00 0.00 0.00 4.12 4.12 Other (UPA Powerline Easement)0.00 0.00 0.00 2.09 2.09 Other (Commercial)0.00 0.00 0.00 4.90 4.90 Net Area (acres)0.00 0.00 0.00 24.22 24.22 Guided Land Use Per 2040 Comprehensive Plan Required Net Density 4.0 to 6.0 upa 4.0 to 6.0 upa 8.0-10.0 upa; max. 15 8.0-10.0 upa; max. 15 Required Range # Housing Units Total Low 0 0 0 194 194 High 0 0 0 242 242 High + Signature Gateway -Max 15 0 0 0 363 363 Proposed # Housing Units 340 Gross Density (units/acre)4.48 Net Density (units/acre)14.04 Medium Density Residential Medium Density Residential Signature Gateway Signature Gateway Residential Use Net Area (acres) Net Area (sf) Lot Area Per Section 1102.13(4)(b) Range of Total # Housing Units Allowed Townhomes 24.23 1,055,459 5,000 211 Apartment 24.23 1,055,459 2,900 364 9 Page 3-17 of the 2040 Comprehensive Plan details the City’s Growth Management Strategy. The strategy works in conjunction with the City’s utility staging plan. The City will plan to accommodate an annual average of 230 units per year over each 5-year phasing period not to exceed 345 units in any one year. From 2010 to 2024, the City’s average annual number of units is 123. This is less than the allowed 230 unit annual allocation. With existing projects underway the project will be phased over multiple years to meet growth management requirements. Current Zoning and Land Use Current Zoning R, Rural Current Land Use Agricultural Future Land Use per 2040 Comp Plan Medium Density and Signature Gateway Utility Staging Area Stage 1A (2018-2025) Stage 1B (2025-2030) Rezoning The property is currently zoned R, Rural. The R, Rural zoning is a holding district until municipal water and sanitary sewer are available to the site and the property owner is interested in having the property developed. The property will be rezoned to PUD, Planned Unit Development in order to implement the Signature Gateway land use and allow for multi-family development in the shoreland district, zoning flexibility and create a mixed used development. Shoreland District The subject property is located within the Shoreland Management Overlay District of both Wilkinson Lake and Amelia Lake. They are both classified as Natural Environment lakes. Multi- family apartments are only allowed in the shoreland district by PUD. City Code Section 1102.13 details additional Shoreland Planned Unit Development (PUD) requirements. These are detailed below and throughout this staff report. Impervious Surface Coverage Maximum allowed townhome impervious coverage is 35% and commercial/multi-family is 60%. Per Sheet A0-12, Land Use & Density Plan, the total aggregate impervious coverage is 24.6%, which is less than the minimum 35% allowed. 10 Open space requirements At least 50% of the total project area must be preserved as open space. Per Sheet A0-12, Land Use & Density Plan, there are approximately 41 acres of public open space. This divided by the 76 acre total site equals 53% open space. PUD Land Use and Conventional Zoning District & Shoreland Guidelines City Code Section 1007.024 details the PUD, Planned Unit Development requirements. City Code Section 1102.13 details additional Shoreland Planned Unit Development (PUD) requirements. The purpose of the PUD is to provide a zoning district that grants flexibility from certain conventional zoning regulations in order to achieve public benefits that may not otherwise be obtained under standard zoning regulations. These public benefits are detailed in City Code Section 1007.024(2) and discussed later in this report. City Code Section 1007.024(4) details the PUD Land Use and correlating conventional zoning district standards. These conventional zoning district standards serve as guidelines but may be departed from to accomplish public value purposes. The proposed conventional zoning districts used for this project are R-4, High Density Residential for the townhomes and apartments and GB, General Business for the commercial. A summary of PUD public benefit vs PUD flexibility is provided at the end of this staff report. Residential Lot Size and Width The attached PUD Land Use, Conventional Zoning District Guidelines & Shoreland Regulations Chart details the PUD Land Use and correlating conventional residential zoning district and shoreland requirements. The chart also compares the proposed development to these guidelines. Overall, the senior living and apartments appear to meet minimum R-4, High Density lot size and width requirements as detailed on the chart. PUD flexibility is required for the townhome lot width and sizes. Setbacks The following chart compares the conventional R-4, High Density zoning ordinance and shoreland requirements to the proposed setbacks. 11 Multifamily Apartments City Ordinance Requirement Proposed Setbacks PUD Flexibility Required? Street ROW (Arterial St- Centerville Road) Building = 40 ft Parking Lot = 15 ft 40+ ft 15+ ft No Street ROW (Arterial St- Ash Street) Building = 40 ft Parking Lot = 15 ft 40+ ft 15+ ft No Rear Lot Line Building = 30 ft Parking Lot = 5 ft 30+ ft 5+ft No Side Lot Line Building = 20 ft Parking Lot = 5ft 15 ft 5 ft Yes Wilkinson Lake OHWL 150 ft 750 ft No PUD flexibility is required for multifamily side lot line building setbacks. Townhomes Townhomes City Ordinance Requirement Proposed Setbacks PUD Flexibility Required? Street ROW (Arterial St- Ash Street) Building = 40 ft 40 ft No Street ROW (Local St- Wilkinson Way) Building = 30 ft 30 ft No Rear Lot Line Building = 30 ft 15 fta 30 fta Yes No Side Lot Line Building = 20 ft 10 ft Yes Wilkinson Lake OHWL 150 ft 430ft No aThe rear lot line setbacks of the townhomes east of Wilkinson Way are 15ft. The rear lot line setbacks of the townhomes west of Wilkinson Way meet the required 30ft. PUD flexibility is required for townhome rear and side lot line building setbacks. 12 Senior Living Senior Living City Ordinance Requirement Proposed Setbacks PUD Flexibility Required? Street ROW (Local St- Wilkinson way) Building = 30 ft Parking Lot = 15 ft 30+ ft 10 ft Yes Rear Lot Line Building = 30 ft Parking Lot = 5 ft 30+ ft NA No Side Lot Line Building = 20 ft Parking Lot = 5ft 20 ft NA No Wilkinson Lake OHWL 150 ft 440 ft No PUD flexibility is requested for senior living parking lot setbacks. Staff Comment: 1. Staff does not support this parking lot setback flexibility. Commercial City Code Section 1007.024(4) details the PUD Land Use and correlating conventional zoning district Development Standards. The development proposes to use the GB, General Business zoning district as guidelines. Per City Code Section 1007.132 GB, General Business, Commercial City Ordinance Requirement Proposed Setbacks PUD Flexibility Required? Street ROW (Arterial St- Centerville Road) Building = 40 ft Parking Lot = 15 ft 40 ft 40 ft No Street ROW (Local St- Wilkinson Way) Building = 30 ft Parking Lot = 15 ft 30 ft 15+ ft No Street ROW (Wilkinson Lake Blvd) Building = 30 ft Parking Lot = 10 ft 30+ ft 5+ft No Side Lot Line Building = 10 ft Parking Lot = 10ft 15 ft 10+ ft No Wilkinson Lake OHWL 150 ft 1,000 ft No 13 PUD flexibility is not required for the commercial development. Staff Comments: 1. The Site Plan in the Design Guidelines booklet shall clearly show the approved building and parking lot setbacks for the entire development. This will establish the baseline setbacks for all development. Yield Plan As required per City Code Section 1001.026(4), the applicant submitted the attached yield plan. The yield plan shows the maximum number of dwelling units that would be permitted given the minimum lot size and lot widths for conventional subdivisions and other requirements of the Lino Lakes Zoning and Subdivision Chapters. The submitted yield plan indicates 13 separate residential buildings with a total of 394 housing units and no commercial component. The proposed concept plan is 340 housing units. Site Plan Review This site plan review is applicable only to the two (2) multifamily buildings site. In general, performance standards are met. Site plan review for the commercial and senior living buildings will be completed in the future upon their construction. The multifamily lot contains two (2), 100 unit buildings, a clubhouse with amenities such as a swimming pool, walking paths, pavilions, pickleball courts, surface parking spaces, etc. Lot sizes and setbacks were discussed above. Refuse and recyclable material enclosures will be located inside the garage level. Outdoor lighting meets the photometric foot candle and pole height requirements. Lighting details shall be provided for the multi-family building wall packs. Additional lighting shields shall be added to light fixtures and building wall packs. Parking spaces requirements are 2 rent-free spaces per unit. A minimum of one-half of the required parking spaces shall be within the building. The 200 units require 400 parking spaces. 191 surface parking spaces and 210 covered parking spaces are proposed for a total of 401 parking spaces. Ten spaces are ADA complaint. Parking space requirements are met. Building Design Requirements 14 City Code Section 1007.043 details minimum residential and commercial building design standard requirements. The R-4 residential zoning districts also provide addition requirements. The Design Guideline booklet details architecture standards. The multi-family apartments, clubhouse, and townhomes use exterior materials of wood finish accents, stone, and stucco. The color palette is brown and tan. Exterior elevations and materials were not included for the future senior living building or commercial but we anticipate material color themes to extend throughout the development. The townhome units are 29ft wide with 600sf garage sizes. The booklet includes several renderings and data tables showing compliance with general building provisions and exterior material requirements. Staff Comments: 1. One multifamily dwelling requirement that is not met is, “Distinct ground level(s). The ground level of any 3-story building and the first two stories of a building four stories or taller shall be visually distinct from the upper stories. This distinction shall be articulated by at least one of the following: an intermediate cornice line; an awning arcade or portico; a change in building materials, texture, or detailing; a change in window shape or treatment; or other elements which meet the objective.” Staff and the PZ Board support the proposed architecture. Some Council members expressed interest in adding a district ground level element. The architect provides the following information: “It is understood that Lino Lakes provides a prescriptive outline for the façade design to building design requirements promote a quality product that relates to the human scale of the user. This requirement is dictated by compartmentalizing or stratifying the façade. The design strategy presented utilized achieves the same goals with a different method of compartmentalization or stratification. This building expresses the individual units behind the facades, elements should express vertical articulation to support a series of building areas, supported by the offsets and variation in materials. Noting the length of the building, the design is articulated in a number of vertical breaks, providing the human scale and internal program connection between the interior and exterior. The linear design of the buildings and definition of stories is supported by the repetition of fenestration heights and alignment, strong repetitive balcony/ canopy lines, and accented eaves or cornices. In meeting the intent of compartmentalization and responding to the human scale the design style is reflective of a more colonial and cottage housing style in near Waverly Gardens.” 15 2. Staff recommends the townhomes include a stone base around all elevations. Staff supports the proposed townhome architecture. Per the Design Guidelines booklet, the applicant is requesting building design PUD flexibility for: 1. At multi- family buildings, the applicant will request the flexibility to be the greater of 4 stories or 55’ from grade to mid-rake of slope roof or top of parapet of flat roof. City Code Section 1007.114(8) of the R-4 District allows for a maximum building height of the greater of 3 stories or 40ft. City Code Section 1102.07(2)(c) of the Shoreland District allows for a maximum building height of 36ft. Height is measured as the average height of the highest gable or a pitch or hipped roof. The multifamily apartments are 3 stories with a mid-rake or building height of 39ft. The senior living building is proposed 4 stories with a mid-rake or building height of 55ft. Staff Comments: 1. Staff has concerns regarding the proposed 4 stories, 55ft building height from grade to mid-rake. The concept plan proposed 4 stories with a mid-rake or building height of 48ft for the senior living building. 2. Minimum square footage, of 550 square feet for units to allow studio apartments. A maximum of 15% of all multi-family units can be Studio apartments. For Apartments with bedrooms would have a minimum of 700 square feet with additional 100 square feet per bedroom, as stated in the Code 1007.114 R-4(5). City Code Section 1007.114(4) of the R-4 District requires the minimum livable floor area for each multiple-family dwelling unit shall be 700 square feet plus 100 additional square feet for each bedroom. During concept plan review, there was general support for the 15% of the units being studio apartments. Subdivision Ordinance Blocks and Lots The proposed development provides a mix of residential and commercial lots and blocks. Outlots would contain wetlands, buffers, stormwater ponds etc. 16 Lot or Outlot Purpose Ownership Lots 1-5, Block 1 Townhomes Private Lots 1-5, Block 2 Townhomes Private Lot 6, Block 2 2 multifamily buildings Private A Open space, wetlands, buffer, lake HOA B Open space, wetland buffer, stormwater ponds HOA C Trail corridor HOA D Future senior living building Private E Future commercial Private Staff Comments: 1. An outlot shall be created for the upland area of the public park to the west that will be used for passive recreation. The outlot will be owned by the City. Streets and Alleys CSAH 32 (Ash Street) and CSAH 21 (Centerville Road) are A-Minor Arterial Expander roads. Internal streets consist of local streets and private driveways intended to serve the site. Wilkinson Way is a local street with 60ft of right-of-way and paved 30ft back to back. Sidewalk is provided along the east side of Wilkson Way. MnDOT, Anoka County, Ramsey County, and adjacent communities have worked jointly on roadway improvement plans and financing for the I-35E interchange and CSAH 32 and CSAH 21 intersections. These improvements are tentatively scheduled for 2025 and 2026. Road easements 33ft wide are being dedicated along Ash Street and Centerville Road. Easements Standard drainage and utility easements at least 10 feet wide are provided along all lot lines. Staff Comments: 1. Drainage and utility easements shall also be dedicated over stormwater management facilities. 17 2. Conservation easements and wetland buffers shall be required over wetlands, ditches, and greenway corridors. Stormwater Management and Erosion and Sediment Control The grading plans show four (4) rain gardens and one (1) stormwater management facility. A multi-purpose greenway corridor incorporating trails, stormwater management, floodplain, ditches, open space have been incorporated into the development. Per the WSB Engineering Memo dated April 2, 2025, stormwater management for the Wilkinson Waters site consists of a large sedimentation basin and various smaller BMPs to provide additional treatment. There is also a proposed future public street that must meet City design standards. Existing and proposed discharge rates are summarized below. Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year 10-Day Snowmelt Existing 25.47 55.87 127.68 Needed if basins landlocked Currently Proposed 17.76 45.54 117.14 Needed if basins landlocked Utilities Public water, sanitary, and storm sewer utilities will be installed within the development. The site is located in Sanitary Sewer District (Sub-district 4A). Flows from this area will be conveyed to the southeast through the White Bear Township sanitary sewer system. The site is located in Utility Staging Area 1A (2018-2025) and 1B (2025-2030). The two (2) easterly lots containing the residential and commercial development are within Utility Staging Area 1A. By resolution, the Council may move the two (2) other parcels from Stage 1B (2025- 2030) to Stage 1A (2018-2025) but there is no development proposed in this area. The site is proposed to be served by White Bear Township’s municipal water system. A joint powers agreement between Lino Lakes and White Bear Township for sanitary sewer and water shall be completed prior to approval of the final plat. 18 The site proposes a stormwater reuse system for irrigation purposes. The system shall be evaluated and implemented to the extent feasible to offset the use of municipal water for irrigation. The attached WSB City Engineer memo details additional information. Parks, Greenways and Trail Plan Per the March 26, 2025 Environmental Board staff report: The 2040 Comprehensive Plan does show areas of value for natural resource conservation related to wetlands on the site. The greenway system consists of a Natural Resource Conservation area running along the wetland and lake complex. Trails should be included along Centerville Road and Ash Street and be incorporated into the development along the wetland through the greenway corridor. This should be designed as a multifunction greenway corridor addressing water quality, passive recreation and wildlife habitat. Connectivity should be provided to the north, east, south, and west of the project site. The proposed trail should be looped and connect back in the new proposed road instead of dead ending in the wetland. Staff Comment: 1. A minimum 30-40ft wide pedestrian way/trail loop with minimum 8.5 ft wide trail shall be made from Centerville Road, along Wilkison Way, to the public open space and loop back to the Ash Street trail. This creates a multi-functional greenway corridor. Tree Preservation and Landscaping Per the March 26, 2025 Environmental Board staff report: A tree survey was performed that identified: Total Trees Surveyed 196 Trees Removed 38 Significant Trees Removed 30 Basic Use Area Trees Preserved 158 Mitigation Trees Required 19 There were 196 trees surveyed on the site. Tree species present include maple, cottonwood, whit spruce, crab apple, boxelder, pussy willow, aspen, oaks, red pine, and elm. There is a diversity of trees scattered throughout the site based on topography and past land uses. Future submittals should include a table of the species being removed referencing tag number to verify health, size, species, and location. Trees outside of the basic use area will be required to be mitigated. Additionally, all removals should state the management zone in which the tree resides. Non- ESA, Natural Resource Enhancement Area, and Natural Resource Conservation area. Based on the location mitigation requirements vary. It appears there are several trees outside of the basic use area and within the 30’ buffer of the wetland. An updated mitigation plan will be required and evaluated with future submissions to confirm tree replacement and mitigation are being met. Trees that are planned for preservation will require tree protection fence installed in accordance with the City Tree Protection Fence detail. Include a list of species to be planted and number of each species to be planted. Current plans just show large, medium, and large tree totals and aren’t broken down to species. Tree Preservation and Mitigation Standards have not been met. Additional information required to verify mitigation requirements. Open Areas Landscape Standards The purpose of these standards is to provide general site beautification and high aesthetic quality with a mix of plant materials in open areas. Open area landscape standards call for 1 large tree and 2 large shrubs per 2500 sf. Required for 409,393 square feet of open space: 164 large trees 328 large shrubs Provided: 164 large trees 328 large shrubs Open Areas Landscape Standards have been met. Buffer and Screen Standards 20 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. New trees may fulfill canopy coverage, foundation landscape, landscape screen, and open space standards simultaneously if applicable by location. Screening is being provided by a combination of large shrubs (6’), small shrubs (30”), and large tree plantings Buffer and Screen Standards have been met. Additional detail on exact species and locations will be required before final approval. Six (6) ft tall privacy fences will be installed along the Ash Street and Centerville Road underground parking drive lanes to screen the headlights. Canopy Cover Canopy cover requirements are a minimum canopy cover of 40% for areas outside of single family and multi-family residential. The total hardscape coverage is 217,670X.04= 87,068 SF. The applicant is proposing to plant 182 trees for canopy coverage. Based on the location each size tree gets a SF credit associated with the planting. The applicant is showing a proposed 87,175 SF of coverage meeting the requirements. Foundation Landscaping Foundation landscaping standards do not apply to single family residential development. It does apply to all other uses. 2 large trees and 6 large shrubs are required per 100 LF of building. Trees planted within 30’ of the building shall be considered within the foundation landscape zone. Foundation landscaping is required at the front of the building and adjacent to public/private streets. The proposed project has 8,000 linear feet of proposed building subject to the foundation landscape standards. Requirements of 160 large trees and 480 large shrubs are currently being provided. Standards for this section are being met. Sod and Ground Cover Standards 21 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. Native weed free seed mixes should be shown in stormwater and open space areas to mitigate for the removal of native vegetation with the development. Native vegetation will help establish deeper roots, limit erosion, reduction of irrigation, and provide pollinator habitat. Low maintenance turf grass should be proposed in order to conserve water throughout the site. Additionally native seed mixes should be proposed to create habitat and reduce strain on the water supply system. Plantings adjacent to the buildings should also be drought tolerant to reduce the need for irrigation. If irrigation is not being proposed through reuse native species should be planted where feasible. Environmental Review Record An Environmental Assessment Worksheet (EAW) was completed. On February 10, 2025, the City Council passed Resolution No. 25-12 approving the Record of Decision and Making a Negative Declaration on the Need for an Environmental Impact Statement for the North Oaks Mixed Use Development. Wetlands Per the March 3, 2025 Wetland Replacement Plan, there are three (3) wetlands on the site. Wetland Name Area Management Class Base Buffer Width Min Buffer Width Wetland 1 7.95 acres Manage 2 30 ft 24 ft Wetland 7 0.38 acres Manage 3 10 ft 10 ft Wetland 10 0.13 acres Manage 3 10 ft 10 ft TOTALa 8.46 acres aThe wetland replacement plan only includes 8.46 acres that is closest to the development site. The total onsite wetlands are 17.4 acres. Thirty (30) ft wide wetland buffers and conservation easement with wetland signage are required around Wetland 1. 22 There are no wetland impacts to the larger Wetland 1. Wetland 7 and Wetland 10 will be filled and mitigated for by purchasing 0.51 acres of wetland credits. Staff Comment: 1. Wetland buffer signage shall be included on the Site Plans and the City sign detail shall be included to the detail sheets. Floodplain The 2015 FEMA Floodplain Map indicates Zone A flood plain over the large wetland on the west side of the site. It does not appear there are any floodplain impacts. Any floodplain impacts are subject to City requirements per City Code Chapter 1103. Traffic Study A Traffic Impact Study was prepared by ISG in October 2024 as part of the North Oaks Development EAW. Related to the Wilkinson Waters development, the intersections of CSAH 21/Centerville Road and CSAH J/Ash Street (Intersection #1) and CSAH 21/Centerville Road and CSAH 32/Ash Street (Intersection #2) were analyzed. Intersection #1 currently operates at a level of service F. Intersection #2 operates at a level of service D. Reconstruction of these major intersections is planned for 2025 and 2026 by Ramsey and Anoka Counties. Intersection 1 and Intersection 2 are proposed to be converted to roundabouts. With these improvements and the proposed Wilkinson Waters development, the level of service will increase to a C. Per City Code Section 1001.013(2)(c)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. Level of service requirements are met. Noise Study A noise study was prepared by esi engineering dated April 3, 2025. The results of the analysis are based on Minnesota Rule 7030 requirements. Where levels exceeded the residential noise level requirements, recommendations were developed for the building exterior facades to provide the required minimum noise reduction of 30 dBA to 37 dBA. This can be accomplished with higher construction standards for walls, windows, and sliding patios. Additional Review Comments 23 • Anoka County Highway Department notes the proposed ROW line shown should be sufficient. The access on Ash St. will need a right turn lane and will be a right in/right out access. • Ramsey County Public Works will review and provide comments. • MnDNR reviewed the concept plan and noted Shoreland PUD requirements apply including but not limited to density, open space, and impervious surface coverage. No additional comments were provided for the preliminary plat. • City of North Oaks did not provide comments. • White Bear Township did not provide comments. • White Bear Lake ISD#624 did not provide comments. • Lino Lakes Police Division had no concerns with the proposed development. • Lino Lakes Fire Division requests the fire hydrant on the east side of Building B be located south closer to the garage entrance. • City Engineer comments are provided in the attached memo. Park Board Per the April 2, 2025 Park Board staff report, staff recommends 100% cash dedication in lieu of land. The developer will be credited to construct a minimum 8.5 ft wide public trail (depicted in green) from Wilkinson Way to the public open space property and extending the trail to Ash Street. This creates a multi-functional greenway corridor. Future passive amenities including a pavilion and benches could be considered for the public open space property. Environmental Board The Environmental Board reviewed the proposal on March 26, 2025. Their comments are attached. Neighborhood Meeting As required, the developer held a neighborhood meeting on February 4, 2025. Their comments are attached. Planning & Zoning Board The Planning & Zoning Board held a public hearing on April 9, 2025. There were two (2) public comments. Concerns included car headlights, building heights, traffic, and open space. The Board’s first motion to deny the project failed 3-3. The second motion included all staff conditions plus headlight screening related to the underground garage along Ash Street passed 4-2. The Board supported the 55ft senior building height. 24 The public hearing notice for the April 9, 2025 meeting was not mailed to all property owners within 600ft of the development boundary so a second hearing was held on May 14, 2025. There were five (5) public comments. Comments included impact of 3 story buildings, additional traffic, need for dark sky lighting, and additional landscaping along Ash Street and Centerville Road. The Board motioned 4-3 to approve the development with conditions as noted in the staff report. City Council Work Session The City Council reviewed the proposal on May 5, 2025. Discussion included the following with developer responses underlined: • General support for proposed building heights • Can Building A be rotated so shorter length is along Centerville Road? o “Building A conforms to all setback requirements, conforms with placing more dense development adjacent to arterial roads. o Building A was located further south of Ash Street since the only existing homes are adjacent to the intersection of Centerville Road and Ash Street. o No new homes can be built east of Centerville Road since there is a permanent conservation easement prohibiting any building, and the current locations Building A creates the most desirable “center common area for residents”. • Should some of the townhomes be eliminated so the 20ft side yard setbacks can be met? o “Architectural and land planning professionals generally recommend townhomes be located 15’ apart, which requires a minimum of 7.5’ side yard setback, and the buildings are currently 20’ apart. The benefit of putting the buildings this close together is it yields additional space for common areas and large concentrations of greenspace in other areas of the project (e.g. center common areas between Building A & B). “ • Can Wilkinson Way be shifted west 5ft so 20ft rear yard setback for multi-family building can be met? This is being evaluated. • Should a distinct ground level first floor horizontal element be added to the buildings? o “The design strategy presented achieves the goals of compartmentalization or stratification, by expressing the individual units with vertical articulation, offsets in the walls, and a variation in materials. 25 o Noting the length of the building, the design is articulated in several vertical breaks, providing for a human scale and internal program connection between the interior and exterior. o The linear design of the buildings and definition of stories is supported by the repetition of fenestration, varying heights and alignment, strong horizontal balcony/canopy lines, and accented eaves or cornices. o This provides for a human scale and reflects a more colonial and cottage housing style like Waverly Gardens.” Findings of Fact The findings of fact for the comprehensive plan amendment, rezoning and PUD Preliminary Plan/Preliminary Plat are detailed in the attached resolutions and ordinance. PUD Public Benefit vs PUD Flexibility Summary Summary Public Benefit Gained: 1. Economic expansion 2. Greater variety of housing types such as townhomes, market rate apartments, and senior living that support life-cycle housing 3. Multi-functional greenway corridor and storm water management system 4. Transition from low intense residential development near natural resource to higher intense development near arterial roads 5. Efficient use of land and private streets resulting in smaller network of utilities and streets 6. Diversified tax base through a mix of residential and commercial land uses 7. Creation and preservation of open space that is accessible to the public 8. More parkland dedication fees available for park/trail development 9. Wider landscape buffers and trail corridors Flexibility Provided: 1. Building height: 40 feet (3-story) and 55 feet (4-story) > allowed 36 feet height in shoreland district. 2. Floor Area: 550 square foot studio apartment unit < required 700 square feet with additional 100 square feet per bedroom a. A maximum of 15% of all multi-family units can be studio apartments. 3. Townhomes o Base Lot Width: 142ft < 150ft Shoreland PUD requirement 26 o Base Lot Size: 18,239sf < 20,000sf R-4 requirement 4. Multifamily Buildings o Multifamily dwellings do not meet, “Distinct ground level(s). The ground level of any 3-story building and the first two stories of a building four stories or taller shall be visually distinct from the upper stories. This distinction shall be articulated by at least one of the following: an intermediate cornice line; an awning arcade or portico; a change in building materials, texture, or detailing; a change in window shape or treatment; or other elements which meet the objective.” 5. Setbacks o Multifamily Building Side Lot Line: 15ft < 20ft requirement o Townhomes Building Rear Lot Line: 15ft < 30ft requirement Building Side Lot Line: 10ft < 20ft requirement RECOMMENDATION Staff recommends approval of the Wilkinson Waters Comprehensive Plan Amendment, Rezoning, PUD Preliminary Plan/Preliminary Plat and Site & Building Plan Review with conditions as noted in the resolutions. ATTACHMENTS 1. Design Guidelines Booklet with project narrative 2. Phasing Plan 3. Site Plans 4. Comprehensive Plan Amendment-Existing Land Use 5. Comprehensive Plan Amendment-Proposed Land Use 6. Land Use & Density Plan 7. Housing Goals per 2040 Comprehensive Plan 8. PUD Land Use, Conventional Zoning District Guidelines & Shoreland Chart 9. Yield Plan 10. Architectural Plans 11. Preliminary Plat 12. Overall Civil and Landscape Plans 13. City Engineer Memo dated April 2, 2025 14. Anoka County Highway Department Email dated March 27, 2025 15. Environmental Board Memo dated March 26, 2025 16. Neighborhood Meeting Summary 17. Ramsey County Email dated May 7, 2025 18. Vehicle Screening Exhibit 27 19. Additional Architectural Renderings 20. Resolution No. 25-64 Comprehensive Plan Amendment 21. Ordinance No. 10-25 Rezoning from R, Rural and PUD, Planned Unit Development 22. Resolution No. 25-65 PUD Preliminary Plan/Preliminary Plat Attachment 1. Design Guidelines Booklet with project narrative Wilkinson Waters Design Guidelines Page | 2 CITY OF LINO LAKES – DESIGN GUIDELINES & STATEMENT OF INTENT WILKINSON WATERS Wilkinson Waters Design Guidelines Page | 3 Wilkinson Waters Design Guidelines Page | 4 ACKNOWLEDGEMENTS City of Lino Lakes Rob Rafferty, Mayor Michael Grochala, Community Development Director Katie Larsen, City Panner Diane Hankee, City Engineer, WSB Kendra Lindahl, Landform ANOKA HOLDINGS, LLC Mark Houge Lauren Grouws ISG, inc. Jerremy Foss TJ Wells CRW architects and designers Teresa McCormack Savanna Designs, Inc. Jim Hagstrom Wilkinson Waters Design Guidelines Page | 5 TABLE OF CONTENTS INTRODUCTION & STATEMENT OF INTENT • Zoning and Planned Land Use • Transportation Systems • Proposed Zoning and Yield Plan • Phasing and Dedication A. Site Plan • Building Setbacks • Parking Setbacks B. Gateway Elements C. Architectural Standards D. Proposed Materials E. Building Heights F. Floor Plan Requirements G. Landscaping H. Signage I. Renderings Wilkinson Waters Design Guidelines Page | 6 INTRODUCTION & STATEMENT OF INTENT ISG is submitting this PUD Preliminary Plan and Plat Development package on behalf of Anoka Holdings, llc., developer, and North Oaks Farms, Inc., the land owner, for approximately 75.89 acres of land within the City of Lino Lakes, Anoka County. The property is generally located at the southwest corner of Centerville Road (County Road 21) and Ash Street (County Road 32), situated in the southeast portion of the City. This project will provide multiple land uses but will be considered as a comprehensive development plan, rather than isolated parcels of development. The proposed land uses include 34,000 square feet, approximately, of commercial retail space, two (2) – three story 100 unit market rate multi- family building (including clubhouse, large communal green space, and additional amenities), 40 townhome units, and one (1) – 100 unit senior living facility. In addition to these land uses there will be a regional stormwater management system that will be integrated into the natural landscape North of Wilkinson Lake. ZONING AND 2040 PLANNED LAND USE The current property is zoned as Rural according to the City of Lino Lakes Zoning Map. Figure 1 below depicts an aerial with the approximate development property outlined in red. This existing zoning district is guided by the City of Lino Lakes 2024 Comprehensive Plan for a mix of Signature Gateway, High Density Residential, and Medium Density Residential. A snip of the future land use map is below in Figure 2. Additionally, Figure 3 below is a snippet of the Land Use Designation table from the Comprehensive Plan to describe the three uses identified for the proposed parcels. Figure 1: Aerial of Proposed Property Figure 2: Future Land Use Plan (Excerpt) Figure 3: Future Land Use Description Wilkinson Waters Design Guidelines Page | 7 In addition to the Future Land Use Plan the proposed development also lies within the Shoreland Overlay Zone of both Wilkinson Lake and Amelia Lake. The shoreland overlay boundary can be seen on the associated submittal plan documents and is governed by a 1,000-foot radius from the ordinary high water level of the associated lakes. The high-water level for Wilkinson Lake and Amelia Lake are 895.2 and 908.1, respectively. In addition to this Preliminary PUD and Plat submittal Anoka Holdings, llc. is also submitting a concurrent Comprehensive Plan amendment to allow for the orderly development of the parcels, to align with the overall objective of ensuring the Signature Gateway is a welcoming corridor to the City of Lino Lakes. TRANSPORTATION SYSTEMS The transportation network surrounding the proposed development is well established and is also undergoing substantial improvements. These roadway improvements are being completed by both Anoka County and Ramsey County and are currently in the design phase. The easterly frontage of the property is Centerville Road which is currently a rural section two lane road with roadside ditches and no pedestrian paths. The proposed Anoka County Project will improve the road to an urban curb and gutter cross section maintaining two travel lanes, one in each direction, and providing a 10’ pedestrian trail on the westerly side of the right-of-way. The northern frontage is Ash Street which is currently a two-lane rural section roadway with roadside ditches and no pedestrian access, Ash Street will remain in its current condition after development. In addition to the pedestrian and road section improvements along Centerville Road (County Road 21), the intersections of Centerville Road with both Wilkinson Lake Blvd/County Road J and Ash Street (County Road 32) are being improved. Currently, both intersections are controlled with stop signs, Wilkinson Lake Blvd with a 4-way stop and Ash Street with a 1-way stop (this is an existing T- Intersection). The new intersection control, at both intersections, will be a roundabout design and executed by both Anoka County and Ramsey County. Additionally, this new traffic control pattern will help moving traffic from the City of Lino Lake to I-35E directly to the east. The new roundabout at the Wilkinson Lake Blvd and Centerville Road intersection will also assist in providing the proposed development to serve as the Signature Gateway destination as planned in the 2040 Comprehensive Plan. Both Centerville Road and Ash Street are both functionally classified as Minor Arterials. The existing average annual daily traffic on Ash Street and Centerville Road is 5,100 vehicles per day and 10,700 vehicles per day, respectively (MnDOT Traffic Mapping Application, 2022). Traffic Study has been completed and processed as part of the EAW submittal. Internally, to the proposed development a new street, Wilkinson Way, will be constructed, making a loop connection to the Centerville Road to the East and Ash Street to the north. This proposed ROW will be 60’ wide and will be constructed to the standards of a public street in the City of Lino Lakes. This roadway may be Private or Public and will be determined during the Development Agreement process. If Wilkinson Way remains a private street, a public access and utility easement will be placed overtop to ensure the City of Lino Lakes has access and authority to maintain and operate the proposed public Wilkinson Waters Design Guidelines Page | 8 utilities. All other roads internal to the development will be private drives and maintained by the development. PROPOSED ZONING & YIELD PLAN This project is being submitted as Planned Unit Development (PUD) to the City of Lino Lakes, a change from the existing zoning classification of Rural. The development team has had multiple meetings with the City Staff to confirm interpretation of the Cities’ Zoning Ordinances, 2040 Comprehensive Plan, and submittal requirements. It has been determined that this project be submitted as PUD with a base zoning of R-4 – High Density Residential and GB – General Business, for the residential and commercial developments, respectively. These parcel zones will lie predominately within the Shoreland Overlay of both Wilkinson Lake and Amelia Lake and are also identified to be in the Signature Gateway District, High Density and Medium Density residential districts as indicated on the 2040 comprehensive plan. As such there are a few flexibilities that are being requested to be included as part of the PUD process: Maximum building height to be up to 55 feet in height, at the mid rake for the average of the grade, or a maximum of 4 stories, whichever is greater. Minimum square footage, of 550 square feet for units to allow studio apartments. A maximum of 15% of all multi-family units can be Studio apartments. For Apartments with bedrooms would have a minimum of 700 square feet with additional 100 square feet per bedroom, as stated in the Code (1007.114 R-4(5)). In regards to the overall development the below table outlines the described allowable density and the proposed density of the development: Wilkinson Waters Design Guidelines Page | 9 As shown by the above table, the project is above the maximum unit density by right, however, it is requested that the density of the Signature Gateway be extended to a maximum of 15 units/acre. This request is within the maximum 15 units/acre allowed per the Signature Gateway definition, with City approval, within the 2040 Comprehensive Plan. PHASING AND LAND DEDICATION The proposed development will be executed in multiple phases. The initial phase will be the mutli-family residential buildings with an associated clubhouse, followed by a phase of the townhome units. With this initial phasing work, it is the intent of the development to construct the public improvements within the public right-of-way including paving, utilities, and storm water infrastructure necessary to serve the site. The right-of-way will be dedicated back to the City of Lino Lakes along with any public easements needed for utility extensions. Additionally, the regional stormwater management basins will be constructed which will also be utilized as re-use irrigation system for the common spaces throughout the PUD development. All the natural resources that exist, Wilkinson Lake and the wetlands, will be dedicated to the City as Park to be a new amenity to the City. The newly constructed stormwater management ponds will also be dedicated to the City of Lino Lakes for Ownership and Maintenance, as a regional solution to stormwater for the development adjacent to Wilkinson Lake, in lieu of multiple smaller stormwater basins that incur additional maintenance cost to the City. All equipment, piping, etc required for the re-use irrigation system will be privately owned and maintained by the developer. The next phases of development will consist of the remaining town home units and retail/commercial development at the southeast corner of the site. Following that would be the construction of the senior living residential building. The final timing and phasing pattern will be coordinated with the City and will be dependent upon the market demand, but the general pattern will follow residential units first followed by the commercial use at the end. We appreciate the opportunity to bring this submittal package before the City of Lino Lakes Staff, Boards and the City of Lino Lakes Council. We look forward to work with the City to bring a development to the community that will make an impact and statement as the southeast entrance into the community. Sincerely, Jerremy Foss, PE Civil Engineering Practice Group Leader Jerremy.Foss@ISGInc.com Wilkinson Waters Design Guidelines Page | 10 A. SITE PLAN R-4 SETBACKS PER ZONING: From Street Right-of-way Major Collector or arterial street – 40 feet Local or minor collector street – 30 feet Parking lot – 15 feet Requesting a flexibility to 5 feet Rear lot line Principal Building – 30 feet Requesting a flexibility to 15 feet Accessory building – 5 feet Parking lot – 5 feet Side lot line Principal Building – 20 feet Requesting a flexibility to 10 feet Accessory Building – 5 feet Parking lot – 5 feet Zero lot line- Side yard setback requirements shall not be applied to a common wall of multi-family dwelling units. General Business Setbacks per Zoning ( future ): From Street Right-of-way Major Collector or arterial street – 40 feet Local or minor collector street – 30 feet Parking lot – 15 feet Requesting a flexibility to 5 feet Rear lot line Principal Building – 30 feet Requesting a flexibility to 15 feet Accessory Building - 5 feet Parking lot – 10 feet Side lot line Principal Building – 30 feet Requesting a flexibility to 15 feet Accessory Building – 10 feet Parking lot – 10 feet Wilkinson Waters Design Guidelines Page | 10 B. GATEWAY ELEMENTS The Lino Lakes 2040 Comprehensive Plan identifies Signature Gateway requirements. The Intersection of Centerville Road and Wilkinson Boulevard will serve as the primary entrance to this development. The retail and business center will provide the first impressions and contribute to the character of the community. The architectural standards acknowledged below are the parameters for the design of building and supporting site components. A pallet of materials for the building façades basis of design is included. The landscape and site development will be integrated into the approach and design of the buildings. Exterior Mechanical and Electrical equipment will be screened from view. Signage will be owner provided and maintained. Wilkinson Waters Design Guidelines Page | 11 Proposed Gateway sign theme will be compatible with established tradition of neighboring North Oaks and Waverly Gardens. C. ARCHITECTURAL STANDARDS Wilkinson Waters is planned in accordance with the four-sided architecture as noted in the 2040 Comprehensive Plan. All facades will be articulated with a variety of material, glazing, overhangs and details that are engaging to the community and provide visual interest. Street facing facades incorporate offsets in either recesses or projections that support the program of the building at least every 50 feet along the facade. Building design elements should express vertical articulation to support a series of building areas, supported by the offsets and variation in materials. The linear design of the buildings and definition of stories should be supported by the repetition of fenestration heights and alignment, strong repetitive balcony/ canopy lines, Neighborhood connection and pedestrian scale- Materials compatible with natural stone, water, and vegetation. Wilkinson Waters Design Guidelines Page | 12 and accented eaves or cornices. Roof details and eave, cornice lines are to remain consistent on all sides of the building. Architectural Standards. • The exterior walls shall include a variation in building materials distributed throughout the building and coordinated into the design of the structure to create an architecturally balanced appearance. • At least 33% of each exterior wall at Multi- Family and Commercial structures shall be composed of brick, natural stone, or artificial stone. • Townhouse and Single-family structures will be composed of a minimum of 25% brick, natural stone, or artificial stone. This is calculated over the combination of all facades. A single façade will not contain more than 75% of a single finish, unless it is brick, natural stone, or artificial stone. • For the purposes of this section, the area of each exterior wall shall not include areas devoted to windows, entrance doors, garage doors, or roof areas. Commercial buildings, if added, will be calculated with Glazing as a finish. • Each exterior wall shall be articulated to add visual interest. Large blank exterior walls should be prohibited. Variation in exterior walls can be accomplished with projections or recesses, material changes, or other methods of building articulation. • Minimum overhang. All dwellings with a sloped roof shall have a minimum 12- inch roof overhang and enclosed soffit. • All sloped roofs shall be covered with shingles, tiles or a standing seam metal roof. Wilkinson Waters Design Guidelines Page | 13 D. PROPOSED MATERIALS Wilkinson Waters will have a pallet of exterior materials that reflect and complement the nature surrounding the site. The pallet below is compatible with the neighboring Waverly Gardens neighborhood. Materials will comply with the Classes of Primary Materials noted in 1007.043. The Elevations will comply with Class 1, Class 2 and Class 3 materials as noted in the standards and zoning requirements. See attached spreadsheet noting material calculations. Wilkinson Waters Design Guidelines Page | 14 E. BUILDING HEIGHTS Wilkinson Waters will have a variety of building heights that are reflective of the use and density. Measurement and story determination will be consistent with Minnesota State Building Code for determination of actual dimensions. At Multi- family buildings, the applicant will request the flexibility to be the greater of 4 stories or 55’ from grade to mid-rake of slope roof or top of parapet of flat roof. This language is consistent with1007.115 R-5, (8). The apartments shown below and proposed in this phase are 3 stories with a mid-rake or building height of 3 stories and 39’ mid rake. The multi-family buildings will be the have greater than 33% Class 1 materials on each façade. Visual interest is developed with façade offsets and recessed decks, these elements are further emphasized with roof articulations. Wilkinson Waters Design Guidelines Page | 15 TOWNHOME ELEVATIONS The townhome will be the have greater than 25% Class 1 materials on the combined façade area. Visual interest is developed with façade offsets and recessed decks CLUBHOUSE ELEVATIONS The Clubhouse will be the have greater than 25% Class 1 materials on the combined façade area. Visual interest is developed with porches and overhangs. Wilkinson Waters Design Guidelines Page | 16 F. FLOOR PLAN REQUIREMENTS Wilkinson Waters is planned in accordance with the Lino Lakes General Building and Use Provisions for the building types proposed. Two Family Dwellings and Townhouses. · Unit width will be a minimum of 24’. · The living area will be greater than 800 sf on the main floor, · An additional 100 sf shall be accounted for to cover utility space and each bedroom. · The attached Garage will be greater than 20’ wide with a minimum footprint of 520 sq.ft. · Decks and patios are included in the initial floor plans. · Storm shelters will be included in the plan, integrated within the usable space. Multi Family Dwellings and Townhouses. · Unit width will be a minimum of 700 sf. With an additional 100 sf. Per each bedroom. · Utility space will be incorporated within each living unit as well as building wide. · Recycling and garbage collection will be within the main building structure. · One parking stall will be provided for each unit in the lower-level parking garage. The plan for this parking garage will conform to 1007.052 Off street parking. Designed as a 90-degree car park stall, a minimum of 9 feet wide and 18’ in length with a minimum aisle of 24’ in width. Wilkinson Waters Design Guidelines Page | 17 G. LANDSCAPING The landscaping concept will support the community aspect of this residential development. Walking paths will connect the residential buildings with the community center and central recreation area. Wilkinson Waters Design Guidelines Page | 18 H. SIGNAGE: DESCRIPTION Signage will be compatible with the buildings and attached pallet, utilizing similar colors and materials. It is understood that exterior sign structures will be individually permitted with the City of Lino Lakes. Wilkinson Waters Design Guidelines Page | 19 I. RENDERINGS ENTRANCE TO APARTMENT EXTERIOR PEDESTRIAN VIEW OF APARTMENTS Wilkinson Waters Design Guidelines Page | 20 EXTERIOR STREET VIEW OF TOWNHOMES Wilkinson Waters Design Guidelines Page | 21 EXTERIOR STREET VIEW OF TOWNHOMES & APARTMENTS RECREATION AND COMMUNITY CENTER Architectural Standards: Multiple-Family Dwellings Information to be filled in Information to be corrected Elevation 1 (Entrance) % Elevation 2 (End) % Elevation 3 (Street Face) % Elevation 4 (End) % Brick Brick Brick Brick Natural stone Natural stone Natural stone Natural stone Artificial stone 34.8%Artificial stone 46.0%Artificial stone 34.0%Artificial stone 33.7% Metal Panel 17.0%Metal Panel 15.0%Metal Panel 14.0%Metal Panel 16.3% Stucco 48.2%Stucco 39.0%Stucco 52.0%Stucco 50.0% TOTAL Brick and/or Stone % =34.8%TOTAL Brick and/or Stone % =46.0%TOTAL Brick and/or Stone % =34.0%TOTAL Brick and/or Stone % =33.7% TOTAL Elevation % =100.0%TOTAL Elevation % =100.0%TOTAL Elevation % =100.0%TOTAL Elevation % =100.0% See tables above. REQUIREMENTS PER CITY CODE SECTION 1007.043(2)(c) Parking below building will meet or exceed 1 space per unit. All roof overhangs are 24" with an enclosed soffit. Continous overhang at balconies are 7'. NOTES 1. The exterior walls shall include a variation in building materials distributed throughout the building and coordinated into the design of the structure to create an architecturally balanced appearance. 2. At least 33% of each exterior wall shall be composed of brick, natural stone, or artificial stone. 4. Each exterior wall shall be articulated to add visual interest. Large blank exterior walls shall be prohibited. Variation in exterior walls can be accomplished with projections or recesses, material changes, or other methods of building articulation. 5. Distinct ground level(s). The ground level of any 3-story building and the first two stories of a building four stories or taller shall be visually distinct from the upper stories. This distinction shall be articulated by at least one of the following: an intermediate cornice line; an awning arcade or portico; a change in building materials, texture, or detailing; a change in window shape or treatment; or other elements which meet the objective. Design is artculated to complement the neigbhoring Waverly Gardens. Materials and massing is organized to emphasize the individual living units. Horizontal elements are supported with the strong line and shodow line of the balconies. Recessed Decks provided for each living unit. Areas calculated based on wall area, no doors or windows included Materials Distributed in a consistent patern throughout the façade Sloped roofs will be a textured shingle. 3. For the purposes of this section, the area of each exterior wall shall not include area devoted to windows, entrance doors, garage doors, or roof areas. 6. Minimum overhang. All dwellings with a sloped roof shall have a minimum 12- inch roof overhang and enclosed soffit. 7. All sloped roofs shall be covered with shingles, tiles or a standing seam metal roof. 8. A minimum of one-half of the required parking spaces shall be in an underground parking area or in a parking area below the building. Architectural Standards: Two Family Dwellings and Townhouse Information to be filled in Information to be corrected Street Elevation % Greenway Elevation % End Elevation North % End Elevation South % Brick Brick Brick Brick Natural stone Natural stone Natural stone Natural stone Artificial stone 42.0%Artificial stone 32.0%Artificial stone 29.0%Artificial stone 29.0% Stucco 58.0%Stucco 68.0%Stucco 71.0%Stucco 71.0% [Insert Other Materials] [Insert Other Materials] [Insert Other Materials] [Insert Other Materials] TOTAL Brick and/or Stone % =42.0%TOTAL Brick and/or Stone % =32.0%TOTAL Brick and/or Stone % =29.0%TOTAL Brick and/or Stone % =29.0% TOTAL Elevation % =100.0%TOTAL Elevation % =100.0%TOTAL Elevation % =100.0%TOTAL Elevation % =100.0% Units are 29' wide See tables above. Sloped roof will have textured shingles Garages are 22' wide and exceed 600 sf. 6. Homeowners association. A homeowners association shall be established for all townhouses, multiple-family and townhouse developments subject to review and approval of the City Attorney. The homeowners' association shall be responsible for all exterior building maintenance, approval of any exterior architectural modifications, landscaping, snow clearing and regular maintenance of private streets and other areas owned in common when there is more than one individual property owner having interest within the development. 1. Unit width. The minimum width of a two-family or townhouse dwelling unit shall be 24 feet. The minimum footprint per unit shall be established within the zoning district. iii. For the purpose of this section, the area of the building walls shall not include area devoted to windows, entrance doors, garage doors, or roof areas. e. All dwellings, including an attached garage, with a sloped roof shall be covered with shingles or tiles or a standing seam metal roof. 3. Storm shelter. In cases where dwelling units are constructed slab on-grade, provisions shall be made to provide for storm protection either internally to the unit or in a separate storm shelter structure. Compliance with this requirement shall be based upon Federal Emergency Management Agency (FEMA) guidelines and standards which are on file with the City Building Official. 4. Garages. Each dwelling unit shall have a garage that is a minimum of 20 feet in width and has a minimum footprint of 520 square feet. 5. Utilities. a. Public utility service. Separate public utility services shall be provided to each unit unless exempted by the City Engineer. c. Minimum overhang. All dwellings, including an attached garage, with a sloped roof shall have a minimum 12 inch roof overhang and enclosed soffit. d. Exterior building finish. The exterior of townhouse dwelling units shall include a variation in building materials which are to be distributed throughout the building facades on all sides and coordinated into the architectural design of the structure to create an architecturally balanced appearance. In addition, townhouse dwelling structures shall comply with the following requirements: i. A minimum of 25% of the combined area of all building walls shall have an exterior finish of brick, natural stone, or artificial stone. ii. Except for brick, natural stone, or artificial stone, no single building wall shall have more than 75% of one type of exterior finish. 2. Unit construction. a. Building elevations and floor plans shall be furnished illustrating exterior building materials and colors to demonstrate compliance with division (2)(b)2.d. below. Building floor plans shall identify the interior storage space within each unit. b. Decks or porches. Provisions shall be made for possible decks, porches, or additions as part of the initial dwelling unit building plans. Overhangs are 24" and have enclosed soffits REQUIREMENTS PER CITY CODE SECTION 1007.043(2)(b) NOTES See tables above.- Aggregate of all elevations provides 25% stone and 75% Stucco with decorative trim b. Sewer connection. Where more than one unit is served by a sanitary sewer service, all maintenance and cleaning shall be the responsibility of the property owners' association or owners. Architectural Standards: Two Family Dwellings and Townhouse Information to be filled in Information to be corrected Entry / West Elevation % Pool Side/ East Elevation % South Elevation % North Elevation % Brick Brick Brick Brick Natural stone Natural stone Natural stone Natural stone Artificial stone 53.0%Artificial stone 42.0%Artificial stone 64.0%Artificial stone 31.0% Stucco 47.0%Stucco 58.0%Stucco 36.0%Stucco 69.0% [Insert Other Materials] [Insert Other Materials] [Insert Other Materials] [Insert Other Materials] TOTAL Brick and/or Stone % =53.0%TOTAL Brick and/or Stone % =42.0%TOTAL Brick and/or Stone % =64.0%TOTAL Brick and/or Stone % =31.0% TOTAL Elevation % =100.0%TOTAL Elevation % =100.0%TOTAL Elevation % =100.0%TOTAL Elevation % =100.0% NA See tables above. See tables above. Sloped roof will have textured shingles No garage on this stsructure REQUIREMENTS PER CITY CODE SECTION 1007.043(2)(b) NOTES 1. Unit width. The minimum width of a two-family or townhouse dwelling unit shall be 24 feet. The minimum footprint per unit shall be established within the zoning district. 2. Unit construction. a. Building elevations and floor plans shall be furnished illustrating exterior building materials and colors to demonstrate compliance with division (2)(b)2.d. below. Building floor plans shall identify the interior storage space within each unit. 6. Homeowners association. A homeowners association shall be established for all townhouses, multiple-family and townhouse developments subject to review and approval of the City Attorney. The homeowners' association shall be responsible for all exterior building maintenance, approval of any exterior architectural modifications, landscaping, snow clearing and regular maintenance of private streets and other areas owned in common when there is more than one individual property owner having interest within the development. Clubhouse is of similar architecture to townhouses and apartment building Porches and exterior structures are a part of the original design. e. All dwellings, including an attached garage, with a sloped roof shall be covered with shingles or tiles or a standing seam metal roof. 3. Storm shelter. In cases where dwelling units are constructed slab on-grade, provisions shall be made to provide for storm protection either internally to the unit or in a separate storm shelter structure. Compliance with this requirement shall be based upon Federal Emergency Management Agency (FEMA) guidelines and standards which are on file with the City Building Official. 4. Garages. Each dwelling unit shall have a garage that is a minimum of 20 feet in width and has a minimum footprint of 520 square feet. 5. Utilities. a. Public utility service. Separate public utility services shall be provided to each unit unless exempted by the City Engineer. b. Sewer connection. Where more than one unit is served by a sanitary sewer service, all maintenance and cleaning shall be the responsibility of the property owners' association or owners. c. Minimum overhang. All dwellings, including an attached garage, with a sloped roof shall have a minimum 12 inch roof overhang and enclosed soffit.Overhangs are 24" and have enclosed soffits d. Exterior building finish. The exterior of townhouse dwelling units shall include a variation in building materials which are to be distributed throughout the building facades on all sides and coordinated into the architectural design of the structure to create an architecturally balanced appearance. In addition, townhouse dwelling structures shall comply with the following requirements: i. A minimum of 25% of the combined area of all building walls shall have an exterior finish of brick, natural stone, or artificial stone. ii. Except for brick, natural stone, or artificial stone, no single building wall shall have more than 75% of one type of exterior finish. iii. For the purpose of this section, the area of the building walls shall not include area devoted to windows, entrance doors, garage doors, or roof areas. b. Decks or porches. Provisions shall be made for possible decks, porches, or additions as part of the initial dwelling unit building plans. BENCHMARK HYDRANT TNFH = 919.06 U FO UFO FO U UFO MB V EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- EX SB-st-13 U U G U U UG U V WI L K I N S O N L A K E B L V D CENTERVILLE RD AS H S T R E E T W W W W W W W W W W W W W W W W W W W W WET WET WET WE T WE T WET WET WET WE T WET W E T WET WET WET WE T WE T WET WE T WET WET WET WET WE T WET 30 ' W H I T E B E A R T O W N S H I P WA T E R A N D S E W E R E A S M E N T AP P R O X . O R D I N A R Y HIG H W A T E R L E V E L 89 5 . 2 NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 1 NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 8 NO R T H O A K S F A R M S I N C 35 - 3 1 - 2 2 - 3 3 - 0 0 0 2 CO U N T Y O F A N O K A 61 0 1 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 2 - 0 0 0 4 BIRC H E R A L E C 1613 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 8 GRO V E B R A D & J A W O R S K I M 1605 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 5 ROD E N , N O E L L E K A T H E R I N E 1603 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 6 SAG D A L E N A L A N D & N A T A L I E R 1601 A S H S T 35-31 - 2 2 - 3 2 - 0 0 0 7 25 ' W A T E R A N D S E W E R EA S E M E N T SHOR E L A N D OVERL A Y (AME L I A L A K E ) (WILKI N S O N L A K E ) 1000' SHORE L A N D OVERL A Y WIL K I N S O N L A K E O R D I N A R Y H I G H W A T E R L I N E EM LS Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 PR E S B Y T E R I A N H O M E S O F N O R T H O A K S I N C 59 1 9 C E N T E R V I L L E R D 04 3 0 2 2 2 1 0 0 1 9 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY ' BUILDING SETBACK40 ' PARKING SETBACK15 ' BUILDING SETBACK30 ' BUILDING SETBACK 30 ' BUIL D I N G S E T B A C K 30 ' BUILDING SETBACK40 XX X X 5 11 X X X X X ' B U I L D I N G S E T B A C K 40 ' BUILDING SETBACK30 ' BU I L D I N G S E T B A C K 30 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PR O P O S E D RA I N G A R D E N 3 100 Y R H W L = 9 2 0 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 W PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 924.0 1 WILKI N S O N W A Y PROPOSED BAS I N 1 NWL = 904.50100 YR HWL = 909.08 1.47 m p h Faste s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) West L e g ( W e s t ) North L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t 13 19 15 13 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 9 2 2 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X 30671 C3-SITE-OVERALL DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \ \ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E - O V E R A L L . D W G S A V E D B Y : T J . W E L L S WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 A0-11 PHASING PLAN A0-11 PHASING PLAN 300 30671 A0-11 MINNESOTALINO LAKES 0 SCALE IN FEET 80 160 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 DEVOTED AREA TOTAL SITE AREA:75.9 AC AREA DEVOTED TO NON-RESIDENTIAL USES:56 AC AREA DEVOTED TO RESIDENTIAL USES:18.5 AC (24%) AREA DEVOTED TO RESIDENTIAL USE BY BUILDING OR STRUCTURE TYPE OR USE TYPE (PROPOSED RANGE OF INDIVIDUAL BUILDING SIZES): TOWNHOUSE:7,500 SF APARTMENT / SENIOR LIVING:43,500 - 46,000 COMMERCIAL:5,500 - 18,050 AREA DEVOTED TO COMMON OPEN SPACE:0.0 AC AREA DEVOTED TO PUBLIC OPEN SPACE:45.5 AC (60%) AREA DEVOTED TO STREETS:6.7 AC (9%) AREA DEVOTED TO COMMERCIAL USES:5.2 AC (7%) AREA DEVOTED TO INDUSTRIAL OR OFFICE USES:0.0 AC PHASE 1A PHASE 1B PHASE 2 PHASE 3 PHASE 4 PROJECT PHASES PHASE USE DWELLING UNITS GROSS PARCEL AREA (ACRE) DEVELOPABLE AREA (ACRE) RIGHT-OF-WAY (ACRE) PUBLIC OPEN SPACE (ACRE) PHASE 1A RESIDENTIAL 200 75.9 9.3 6.7 45.9 PHASE 1B RESIDENTIAL 20 2.2 2.2 0.0 0.0 PHASE 2 RESIDENTIAL 20 3.0 3.0 0.0 0.0 PHASE 3 SENIOR RESIDENTIAL 100 3.9 3.0 0.0 0.0 PHASE 4 COMMERCIAL -5.2 4.9 0.0 0.0 PHASE 1 WILL INCLUDE MASS GRADING OF THE ENTIRE DEVELOPMENT AREA AND THE CONSTRUCTION OF ALL PUBLIC FACILITIES AND REGIONAL STORMWATER MANAGEMENT FEATURES FOR THE OVERALL DEVELOPMENT TOWARDS WILKINSON LAKE. PHASE 1A WILL CONSIST OF THE MARKET RATE RESIDENTIAL APARTMENT BUILDINGS. EACH BUILDING IS PROPOSED TO HAVE 100 UNITS. THESE BUILDINGS WILL BE STAGGERED IN CONSTRUCTION STAGING. PHASE 1B WILL CONSIST OF HALF OF THE TOWNHOME UNITS AND THESE WILL COME ONLINE TOWARDS THE END OF COMPLETION OF THE MARKET RATE APARTMENT UNITS. PHASE 2 WILL CONSIST OF THE WESTERN HALF OF THE TOWNHOME UNITS. PHASE 3 WILL BE SENIOR LIVING APARTMENTS. PHASE 4 WILL BE THE COMMERICAL DEVELOPMENT AND THESE BUILDINGS MAY COME ONLINE AT MULTIPLE INDIVIDUAL PHASES AS WELL. *ALL PHASING IS SUBJECT TO CHANGE AS DEVELOPMENT PROGRESS AND DEPENDENT ON MARKET CONDITIONS SITE SUMMARY PROJECT ADDRESS/LOCATION: S34 T31N R22W LINO LAKES, MN EXISTING ZONING:R ZONING PUD SITE/LOT AREA:3,305,769 SF (75.9 AC) EXISTING IMPERVIOUS:0 SF (0.0 AC) PROPOSED IMPERVIOUS:641,203 SF (14.7 AC) DISTURBED AREA:1,310,712 SF (30.1 AC) PARKING STALLS PROVIDED MULTI-FAMILY APARTMENT SURFACE PARKING 191 COVERED PARKING 210 TOTAL 401 (400 REQUIRED) PARKING STALLS PROVIDED TOWNHOMES SURFACE PARKING 40 COVERED PARKING 40 TOTAL 80 (80 REQUIRED) PARKING TOTALS ARE ONLY REFLECTIVE OF THE MARKET RATE MULTI-FAMILY APARTMENT SITE AND TOWNHOMES. REQUIREMENTS FOR THIS SITE ARE 2 PARKING UNITS PER UNIT WITH AT LEAST HALF OF THE UNITS BEING COVERED PARKING SPACES. COMMERCIAL PARKING REQUIREMENTS ARE 1 SPACE PER 200 SQ FEET. THE FINAL PARKING COUNTS WILL BE PROVIDED AT SITE PLAN APPROVAL FOR THE COMMERCIAL DEVELOPMENT. SENIOR FAMILY PARKING REQUIREMENTS ARE 1.5 PER UNIT WITH AT HALF OF THE SPACES PROVIDED BEING UNDERGROUND PARKING STALLS. FINAL PARKING COUNTS WILL BE PROVIDED AT SITE PLAN APPROVAL FOR THE SENIOR APARTMENTS. GARBAGE WASTE AND RECYCLING FACILITIES ARE PROVIDED IN THE UNDERGROUND PARKING LEVEL OF THE BUILDING. NOTE: BELOW CALCULATIONS ARE BASED ON REVISED CITY OF LINO LAKES COMPREHENSIVE AMENDMENT APPLICATION - SUBMITTED SEPARATELY TO THIS APPLICATION. PROPOSED PUBLIC TRAIL THROUGH WETLANDS AND CONNECTED TO PUBLIC RIGHT-OF-WAY PUBLIC TRAIL CONSTRUCTED WITH RAMSEY COUNTY IMPROVEMENTS TO CENTERVILLE ROAD FUTURE ANOKA COUNTY TRAIL TO BE CONSTRUCTED WITH ASH STREET IMPROVEMENTS PUBLIC SIDEWALK TO CONNECT ALL THREE PUBLIC TRAILS Attachment 2. Phasing Plan BENCHMARK HYDRANT TNFH = 919.06 FO UFO FO U UFO MB V U G U U G UUUGU G U V WILKINSON LAKE BLVD C E N T E R V I L L E R D ASH STREET W W W W W W W W W W W W W W W W W W W W W W W W WE T W E T WET W E T WET WET WET WET WET WE T WE T WET WET W E T WET WE T WE T W E T WE T W E T WET WE T WET WET WET WE T WE T W E T WE T WE T WETWET W E T WE T WE T WET WET WET WET WET 5 0 ' C I T Y O F S T . P A U L W A T E R L I N E R O W 70' O V E R H E A D E L E C T R I C UT I L I T Y E A S E M E N T 50 ' W H I T E B E A R T O W N S H I P W A T E R A N D S E W E R E A S E M E N T 30' WHITE B E A R T O W N S H I P WATER AND S E W E R E A S M E N T APPROX. ORDINARY HIGH WATER LEVEL 895.2 NORTH OAKS FARMS INC 34-31-22-44-0001 NORTH OAKS FARMS INC 34-31-22-43-0006 NORTH OAKS FARMS INC 34-31-22-44-0008 NORTH OAKS FARMS INC 35-31-22-33-0002 NORTH OAKS FARMS INC 34-31-22-44-0006 NORTH OAKS FARMS INC 34-31-22-43-0008 NORTH OAKS FARMS INC 34-31-22-43-0010 SHEAREN, WILLIAM R 34-31-22-43-0013 BURNS, KEVIN 34-31-22-43-0012 WRUCK, GARY D 1443 ASH ST. 34-31-22-42-0003 EDDY, VICTORIA A 34-31-22-43-0002 BACHMAN SR, WARREN D 1465 ASH ST 34-31-22-42-0004 BACHMAN SR, WARREN D & A 1487 ASH ST. 34-31-22-42-0005 CRANDALL SANDER, LOWEL J 1509 ASH ST. 34-31-22-42-0001 MALLMAN, KELSEY M 1557 ASH ST. 34-31-22-41-0008 HALL, LAWRENCE M 1565 ASH ST. 34-31-22-41-0004 CERONSKY, CAROLYN M 1573 ASH ST. 34-31-22-41-0005 LANZ KENT C & JEANNINE A 1579 ASH ST. 34-31-22-41-0006 WOODSTROM, JERRY A 1591 ASH ST. 34-31-22-41-0001 COUNTY OF ANOKA 6101 CENTERVILLE RD 35-31-22-32-0004 BI R C H E R A L E C 16 1 3 A S H S T 35 - 3 1 - 2 2 - 3 2 - 0 0 0 8 G R O V E B R A D & J A W O R S K I M 1 6 0 5 A S H S T 35 - 3 1 - 2 2 - 3 2 - 0 0 0 5 R O D E N , N O E L L E K A T H E R I N E 16 0 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 6 S A G D A L E N A L A N D & N A T A L I E R 16 0 1 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 7 DONLIN AMY T H 6100 CENTERVILLE RD 35-31-22-33-0005 GALLOP TRUSTEE, DEBRA A 6102 CENTERVILLE RD 35-31-22-34-0006 NORTH OAKS FARMS INC 043022320002 25' WA T E R A N D S E W E R EASEM E N T YALREVO DNALEROHS '0001 (WILKENSON LAKE) 1 0 0 0 ' S H O R E L A N D O V E R L A Y (A M E L I A L A K E ) ( W I L K I N S O N L A K E ) ( A M E L I A L A K E ) 10 0 0 ' SH O R E L A N D OV E R L A Y WILKINSON LAKE ORDINARY HIGH WATER LINE EM LS Easement per Doc. No. 252087 PRESBYTERIAN HOMES OF NORTH OAKS INC 5919 CENTERVILLE RD 043022210019 YALREVO DNALEROHS '0001 (W I L K E N S O N L A K E ) 13 19 15 13 PROP O S E D RAIN G A R D E N 2 100 YR H W L = 922.16 23 32 11 23 11 6 10 12 11 6 19 11 X X 13 4 9 14 10 14 13 6 10 14 9 13 5 9 5 13 14 W I L K I N S O N W A Y 5 11 X X X W W I L K I N S O N W A Y 1.47 mph Fastest Line Entry Speed too large South Leg (South) West Leg (West) North Leg (North) Ash / Centerville Roundabout WET WET WET WE T WE T WET WET W E T WET WE T WE T W E T WE T W E T WET WE T WET WET WET WE T WE T W E T WE T WE T WETWET W E T WE T WE T WE T W E T WE T W E T WE T WE T ASH STREET C E N T E R V I L L E R D 30671 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \ \ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E . D W G S A V E D B Y : T J . W E L L S WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-10 OVERALL SITE PLAN C3-10 OVERALL SITE PLAN 300 30671 C3-10 MINNESOTALINO LAKES 0 SCALE IN FEET 120 240 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 PROPOSED SENIOR LIVING COMMUNITY 100 UNITS WETLAND 1 MANAGE 2 WETLAND 10 (TO BE MITIGATED) WETLAND 7 (TO BE MITIGATED) 30' WETLAND BUFFER & CONSERVATION EASEMENT 30' WETLAND BUFFER & CONSERVATION EASEMENT FUTURE ROUNDABOUT INTERSECTION BY ANOKA COUNTY GREENWA Y C O R R I D O R G R E E N W A Y C O R R I D O R P R O P O S E D P U B L I C S I D E W A L K P R O P O S E D T R A I L ( B Y C O U N T Y ) PROPOSED TRAIL (BY COUNTY) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 BUILDING ID NO. UNITS BUILDING SQ. FOOTAGE BUILDING USE 1 100 -APARTMENTS 2 100 -APARTMENTS 3 --CLUBHOUSE 4 4 -TOWNHOME 5 4 -TOWNHOME 6 4 -TOWNHOME 7 4 -TOWNHOME BUILDING ID NO. UNITS BUILDING SQ. FOOTAGE BUILDING USE 8 4 -TOWNHOME 9 4 -TOWNHOME 10 4 -TOWNHOME 11 4 -TOWNHOME 12 4 -TOWNHOME 13 4 -TOWNHOME 14 100 -TOWNHOME BUILDING ID NO. UNITS BUILDING SQ. FOOTAGE BUILDING USE 15 -10,500 SQ. FT COMMERCIAL RETAIL 16 -5,488 SQ. FT COMMERCIAL RETAIL 17 -18,012 SQ. FT COMMERCIAL RETAIL NOTE: DETAILED SITE PLAN SHEETS ARE LOCATED ON SHEETS C3-11 TO C3-14 LAKE AMELIA Attachment 3. Site Plans FO U UFO MB UU U G U V CENTERVILLE RD AS H S T R E E T NO R T H O A K S F A R M S I N C 35 - 3 1 - 2 2 - 3 3 - 0 0 0 2 CO U N T Y O F A N O K A 61 0 1 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 2 - 0 0 0 4 BIRC H E R A L E C 1613 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 8 35-3 1 - 2 2 - 3 2 - 0 0 0 5 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 922 . 1 6 32 X X X X X X X X PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY ' BUILDING SETBACK40 ' PARKING SETBACK15 ' BUILDING SETBACK30 X X X X X X X X X X 5 11 X X X X X X X X X X X X BUILDING A FFE = 934 LFE = 923 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 CLU B H O U S E FFE = 927 ' B U I L D I N G S E T B A C K 40 ' BUILDING SETBACK30 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 10 0 Y R H W L = 920 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 4 . 0 1 20 ' 20 ' 24 ' 7' 10' 39 . 5 5 ' 26.83' R 2 5 ' R 5 0 ' R3'R3'R 1 0 ' R2 5 ' R5 0 ' 40.34' 27 . 3 3 ' R20' R20'R 2 0 ' R3' R1 5 ' R3' R 3 ' R3' R10' R38.33' 27.33' 27.33 ' R20' R1 5 ' R5' R3' R53 . 3 3 ' R2 5 ' 27.33 ' 39 . 5 5 ' 40.34' 2 3 ' 10' 10'R5' R 2 3 5 ' R 2 3 5 ' 8' 20' R3 ' 24'24' 24 ' 7' 5'5' 5. 3 3 ' 5' 5' R 3 ' R25 ' R3' R 3 ' R2 0 0 'R200' R3' R181.67' R234.33' R10' R2 3 4 . 3 3 ' R10' R5' R6 6 ' R4 2 ' R 6 8 . 8 3 ' R 4 4 . 8 3 ' 5' 10' 10' 33.33 ' R3' R176.67' R3' 10' 10 ' R20' R20 ' 1.47 m p h Fast e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nort h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t 5' 5' 5' 5' 5' 5' 60 ' RO W 30 ' B- B 5' 16 ' 16.03' 7' 20' TYP 16 . 1 ' 16' 34.24' 2. 6 4 ' 15 . 7 5 ' 18 . 3 9 ' 10' 5' 16 . 1 1 ' 2. 6 4 ' 10' 18 . 3 9 ' 12 4 ' 1 2 3 4 5 6 7 8 9 1 0 11 10 ' ( T Y P ) 60 ' RO W 30 ' B- B R50' 32.11' 8' 8 ' 19' R3' R 3 ' 28' R5' R3' 30671 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-11 SITE PLAN C3-11 SITE PLAN 300 30671 C3-11 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 4" WIDE WHITE SOLID STALL (TYP) ACCESSIBLE PARKING MARKING (TYP) PROPOSED ROW (TYP) EXISTING ROW (TYP) PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK BITUMINOUS PAVEMENT (TYP) CONCRETE WALK (TYP) FENCE (TYP) R 1 0 ' 7' RETAINING WALL RETAINING WALL RETAINING WALL BUILDING FOUNDATION LINE (TYP) PROPOSED LOT LINE (TYP) 10' UTILITY EASEMENTS 10' UTILITY EASEMENTS 40' S E T B A C K 15 ' P A R K I N G S E T B A C K 15' REAR SETBACK 15' REAR SETBACK 15' REAR SETBACK 15 ' R E A R S E T B A C K 15 ' R E A R S E T B A C K PROPOSED LANDSCAPE MONUMENT LOCATION FUTURE AMENITY FUTURE AMENITY 5' RETAINING WALL (TYP) RETAINING WALL RETAINING WALL (TYP) RETAINING WALL RETAINING WALL RETAINING WALL RETATINING WALL RETAINING WALL FDC CONNECTION FDC CONNECTION 5' 25' 34 ' 5' U U FO FO U FO V V WI L K I N S O N L A K E B L V D CENTERVILLE RD Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 13 19 15 13 PRO P O S E D RAI N G A R D E N 2 100 Y R H W L = 922 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X X X X X X PROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58 PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 ' PARKING SETBACK15 ' BUILD I N G S E T B A C K 30 ' BUILDING SETBACK40 X X X X X X 11 ' BU I L D I N G S E T B A C K 30 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 100 Y R H W L = 920 . 4 8 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 4 . 0 1 WILKI N S O N W A Y 40.34' 30' R 2 3 5 ' R 2 3 5 ' R20 ' R20' R234.5' R200' R20 ' R20' R169.09' R200' R3' R181.67' 5' 33.33 ' R3' R176.67' 10 ' R20' R20 ' R 1 1 . 5 4 ' R11.54 ' 34.24' 16' B- B 16' B- B 76' R O W 14' R 3 0 ' R30' R3' R30' R 3 0 ' R3' R3 0 ' R3 0 ' R3' R2 5 ' R26.33 ' 32. 6 7 ' 19.98' B-B 19.69' B-B 23.01' 45.98' B-B 9 1 0 11 12 1 3 1 4 1 5 1 6 1 7 18 18 31.04' 32.11' 9.82' 8' 8' 8' 27 . 3 3 ' 27 . 3 3 ' 27 . 3 3 ' 19 ' 19 ' 12' 19 ' 27.33'19' 19 ' 19'19' 29.25 ' 12 ' 19 ' 19 ' 19 ' 19' 27.33' 27.33' R12. 8 3 ' R 3 ' R1 2 . 8 3 ' R2.8 3 ' R15' R 1 5 ' R3' R 1 2 . 8 3 ' R3' R15' R3 ' R1 5 ' R3' R15' R 3 ' R1 5 ' R3 ' R 3 ' R2 3 ' R 3 ' R3'R 1 5 ' R15' R 3 ' R3' R1 5 ' R 3 ' R15' R15' R3 ' R3' R3 ' 19 ' 27.34' 19' 19' 1 9 ' 2 7 . 3 4 ' 1 9 ' 27.34' 28' R5' R3' R3' R5' R3' R4' R5' R 5 ' R16.09' R3 1 . 3 9 ' R10 . 5 ' R 3 0 ' R4 2 . 8 ' 2 7 . 3 4 ' 27. 2 6 ' 15.84' 30671 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-12 SITE PLAN C3-12 SITE PLAN 300 30671 C3-12 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 PROPOSED ROW (TYP) TEMPORARY CONSTRUCTION EASEMENT (TYP) EXISTING ROW (TYP) PROPOSED LOT LINE (TYP) PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK PROPOSED LANDCAPE MONUMENT LOCATION FUTURE AMENITY PROPOSED SWALE (TYP) U G U G U X AS H S T R E E T W W W W W W WET WET WET W E T WE T W E T WET WET W E T WET WE T WE T WET WET WET W E T WE T W E T WET WET WE T WE T WET WET WET WE T NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 8 WO O D S T R O M , J E R R Y A 15 9 1 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 1 SAGD A L E N A L A N D & N A T A L I E R 1601 A S H S T 35-31 - 2 2 - 3 2 - 0 0 0 7 WILKINSON WAY ' BUILDING SETBACK30 ' BUILDING SETBACK 30 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L1 B1 TOWNHOUSE FFE = 916.6 L2 B1 TOWNHOUSE FFE = 918.9 L3 B1 TOWNHOUSE FFE = 921.7 L4 B1 TOWNHOUSE FFE = 924.8 ' BUILDING SETBACK30 39 . 5 5 ' 8' 5' R 3 ' R3' 60 ' RO W 30 ' B- B 2. 6 4 ' 15 . 7 5 ' 18 . 3 9 ' 10' 30 ' 16 . 1 1 ' 2.6 4 ' 10' 18 . 3 9 ' R25' R 2 5 ' 20' 30 ' 20' 0 1 2 3 4 5 6 7 30671 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-13 SITE PLAN C3-13 SITE PLAN 300 30671 C3-13 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500SWALE (TYP) HYDRANT (TYP) EXISTING ROW (TYP) RETAINING WALL RETAINING WALL PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK 10' UTILITY EASEMENTS 10' UTILITY EASEMENTS 15' REAR SETBACK 10 ' S I D E S E T B A C K 30" WETLAND BUFFER EXISTING MANAGE 2 WETLAND RETAINING WALL BENCHMARK HYDRANT TNFH = 919.06 WI L K I N S O N L A K E B L V D W W W W W W W W W W W W WET WET WET WET WET WET WET WET W E T 30 ' W H I T E B E A R T O W N S H I P WA T E R A N D S E W E R E A S M E N T AP P R O X . O R D I N A R Y HIG H W A T E R L E V E L 895 . 2 EM LS 13 19 15 13 PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 2 . 1 6 PROP O S E D B U I L D I N G FFE = 925 WILKINSON WAY ' BUILDING SETBACK 30 5 TOWNHOUSE L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 ' BUILDING SETBACK30 ' BU I L D I N G S E T B A C K 30 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PR O P O S E D RAIN G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 W PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 924 . 0 1 PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 39 . 5 5 ' 30' R 2 3 5 ' R 2 3 5 ' 8' 20' 8' 5'5' R20' R 3 ' R3' R 3 ' R20 0 'R200' R3' R181.67' R234.33' R2 3 4 . 3 3 ' R10' R5' R6 6 ' R4 2 ' 33.33 ' R176.67' R20' R20 ' 5' 2. 6 4 ' 15 . 7 5 ' 18 . 3 9 ' 10' 5' 16' B- B 16' B- B 76' RO W 14' R 3 0 ' R30' R3' R30' R 3 0 ' R3' 19.98' B-B 16.37' 20' 20' 30 ' 6 7 8 9 1 0 11 12 1 3 60 ' RO W 30 ' B- B R50' 8' 8' 27.34' 19' 19' 1 9 ' 2 7 . 3 4 ' 1 9 ' 27.34' 28' R5' R3' R3' R5' R3' R4' R5' R 5 ' R16.09' R3 1 . 3 9 ' R10. 5 ' R 3 0 ' 2 7 . 3 4 ' 27 . 2 6 ' 15.84' 30671 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-14 SITE PLAN C3-14 SITE PLAN 300 30671 C3-14 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 8' PROPOSED ROW (TYP) TEMPORARY CONSTRUCTION EASEMENT (TYP) RETAINING WALL RETAINING WALL HYDRANT (TYP) PROPOSED LOT LINE (TYP) PROPOSED LOT LINE (TYP) PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK 10' U T I L I T Y E A S E M E N T S 10' U T I L I T Y E A S E M E N T S PROPOSED STORMWATER RE-USE IRRIGATION WELL 30" WETLAND BUFFER & CONSERVATION EASEMENT RETAINING WALL EXISTING MANAGE 2 WETLAND G U U FO FO UFO FO U UFO MB V O H L V O H L O H L O H L O H L OH L O H L O H L O H L O H L O H L O H L G G G G G G F B O F B O F B O F B O EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- OHL OHL G O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L G G EX SB-st-13 U U G UUUGU G U OHL OHL OHL OHL OHL OHL OHL OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL STM STM OHL OHLOHLOHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHL V G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL WILKINSON LAKE BLVD C E N T E R V I L L E R D ASH STREET W W W W W W W W W W W W W W W W W W WET WE T WET WE T WET WE T W E T WILKINSON LAKE AMELIA LAKE <II <II <II<II<II <II I I I I I I I I I I I I I I WET WET WET WET WET WET WET WET WET WE T WET WE T W E T WET WE T WE T WE T WE T WE T WE T WE T WETWET W E T WE T WET WET W E T WE T W E T WE T WE T 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 I I I I I I I I I I I I I I I I 5 0 ' C I T Y O F S T . P A U L W A T E R L I N E R O W 70 ' O V E R H E A D E L E C T R I C UT I L I T Y E A S E M E N T 5 0 ' W H I T E B E A R T O W N S H I P W A T E R A N D S E W E R E A S E M E N T 30' WHITE B E A R T O W N S H I P WATER AND S E W E R E A S M E N T APPROX. ORDINARY HIGH WATER LEVEL 895.2 NORTH OAKS FARMS INC 34-31-22-44-0001 NORTH OAKS FARMS INC 34-31-22-43-0006 NORTH OAKS FARMS INC 34-31-22-44-0008 NORTH OAKS FARMS INC 35-31-22-33-0002 NORTH OAKS FARMS INC 34-31-22-44-0006 NORTH OAKS FARMS INC 34-31-22-43-0008 NORTH OAKS FARMS INC 34-31-22-43-0010 SHEAREN, WILLIAM R 34-31-22-43-0013 BURNS, KEVIN 34-31-22-43-0012 WRUCK, GARY D 1443 ASH ST. 34-31-22-42-0003 EDDY, ROGER B 6097 ASH ST. 34-31-22-34-0003 EDDY, VICTORIA A 34-31-22-43-0002 ROGALLA, SARA R 6063 ASH ST 34-31-22-34-0006 HANSON, SCOTT B 34-31-22-34-0005 NORTH OAKS FARMS INC 34-31-22-34-0001 BACHMAN SR, WARREN D 1465 ASH ST 34-31-22-42-0004 BACHMAN SR, WARREN D & A 1487 ASH ST. 34-31-22-42-0005 CRANDALL SANDER, LOWEL J 1509 ASH ST. 34-31-22-42-0001 MALLMAN, KELSEY M 1557 ASH ST. 34-31-22-41-0008 HALL, LAWRENCE M 1565 ASH ST. 34-31-22-41-0004 CERONSKY, CAROLYN M 1573 ASH ST. 34-31-22-41-0005 LANZ KENT C & JEANNINE A 1579 ASH ST. 34-31-22-41-0006 WOODSTROM, JERRY A 1591 ASH ST. 34-31-22-41-0001 COUNTY OF ANOKA 6101 CENTERVILLE RD 35-31-22-32-0004 B I R C H E R A L E C 1 6 1 3 A S H S T 35 - 3 1 - 2 2 - 3 2 - 0 0 0 8 G R O V E B R A D & J A W O R S K I M 16 0 5 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 5 R O D E N , N O E L L E K A T H E R I N E 1 6 0 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 6 S A G D A L E N A L A N D & N A T A L I E R 1 6 0 1 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 7 COUNTY OF ANOKA 1697 ASH ST 35-31-22-33-0004 DONLIN AMY T H 6100 CENTERVILLE RD 35-31-22-33-0005 GALLOP TRUSTEE, DEBRA A 6102 CENTERVILLE RD 35-31-22-34-0006 PRESBYTERIAN HOMES OF NORTH OAKS INC 5919 CENTERVILLE RD 043022210019 NORTH OAKS FARMS INC 043022320002 25' WA T E R A N D S E W E R EASEM E N T EM LS Easement per Doc. No. 252087 >>>>>>>> <II<II<II<II<II > > > > > > ISGInc.comArchitecture + Engineering + Environmental + Planning DWG LOCATION: S:\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\NON PRODUCTION DWGS\CONCEPTS-EXHIBITS\DENSITY CALCS\30671 CONCEPT 11 - EXISTING COMP PLAN MAP-NOSITE PLAN.DWG SAVED BY: TJ.WELLS EXISTING CITY OF LINO LKAES COMPREHENSIVE PLAN N0 SCALE IN FEET 150 300 ISG PROJECT NO. 24-30671 WILKINSON WATERS DEVELOPMENT LINO LAKES, MINNESOTA - 02/10/2025 MEDIUM DENSITY WILKINSON LAKE 13 4 9 14 10 14 13 6 10 14 9 13 5 9 5 13 14 ' P A R K I N G S E T B A C K 1 5 5 11 X X W 13 19 15 13 23 32 11 23 11 6 10 12 11 6 19 11 X X RAMSEY COUNTY EXISTING CITY OF LINO LAKES COMPREHENSIVE PLAN SANITARY SEWER CONNECTION POINT SIGNATURE GATEWAY HIGH DENSITY ISG PROJECT NO. 24-30671 WILKINSON WATERS DEVELOPMENT LINO LAKES, MINNESOTA - 03102025 ELECTRICAL EASEMENT ARTERIAL ROW PROPOS E D G R E E N W A Y C O O R I R D O R T R A I L PID #34-31-22-43-0006 PID #34-31-22-44-0001 PID #34-31-22-44-0008 PID #35-31-22-33-0002 Attachment 4. Comprehensive Plan Amendment - Existing Land Use G U U FO FO UFO FO U UFO MB V O H L V O H L O H L O H L O H L OH L O H L O H L O H L O H L O H L O H L G G G G G G F B O F B O F B O F B O EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- OHL OHL G O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L G G EX SB-st-13 U U G UUUGU G U OHL OHL OHL OHL OHL OHL OHL OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL STM STM OHL OHLOHLOHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHL V G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL WILKINSON LAKE BLVD C E N T E R V I L L E R D ASH STREET W W W W W W W W W W W W W W W W W W WET WE T WET WE T WET WE T W E T WILKINSON LAKE AMELIA LAKE <II <II <II<II<II <II I I I I I I I I I I I I I I WET WET WET WET WET WET WET WET WET WE T WET WE T W E T WET WE T WE T WE T WE T WE T WE T WE T WETWET W E T WE T WET WET W E T WE T W E T WE T WE T 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 I I I I I I I I I I I I I I I I 5 0 ' C I T Y O F S T . P A U L W A T E R L I N E R O W 70 ' O V E R H E A D E L E C T R I C UT I L I T Y E A S E M E N T 5 0 ' W H I T E B E A R T O W N S H I P W A T E R A N D S E W E R E A S E M E N T 30' WHITE B E A R T O W N S H I P WATER AND S E W E R E A S M E N T APPROX. ORDINARY HIGH WATER LEVEL 895.2 NORTH OAKS FARMS INC 34-31-22-44-0001 NORTH OAKS FARMS INC 34-31-22-43-0006 NORTH OAKS FARMS INC 34-31-22-44-0008 NORTH OAKS FARMS INC 35-31-22-33-0002 NORTH OAKS FARMS INC 34-31-22-44-0006 NORTH OAKS FARMS INC 34-31-22-43-0008 NORTH OAKS FARMS INC 34-31-22-43-0010 SHEAREN, WILLIAM R 34-31-22-43-0013 BURNS, KEVIN 34-31-22-43-0012 WRUCK, GARY D 1443 ASH ST. 34-31-22-42-0003 EDDY, ROGER B 6097 ASH ST. 34-31-22-34-0003 EDDY, VICTORIA A 34-31-22-43-0002 ROGALLA, SARA R 6063 ASH ST 34-31-22-34-0006 HANSON, SCOTT B 34-31-22-34-0005 NORTH OAKS FARMS INC 34-31-22-34-0001 BACHMAN SR, WARREN D 1465 ASH ST 34-31-22-42-0004 BACHMAN SR, WARREN D & A 1487 ASH ST. 34-31-22-42-0005 CRANDALL SANDER, LOWEL J 1509 ASH ST. 34-31-22-42-0001 MALLMAN, KELSEY M 1557 ASH ST. 34-31-22-41-0008 HALL, LAWRENCE M 1565 ASH ST. 34-31-22-41-0004 CERONSKY, CAROLYN M 1573 ASH ST. 34-31-22-41-0005 LANZ KENT C & JEANNINE A 1579 ASH ST. 34-31-22-41-0006 WOODSTROM, JERRY A 1591 ASH ST. 34-31-22-41-0001 COUNTY OF ANOKA 6101 CENTERVILLE RD 35-31-22-32-0004 B I R C H E R A L E C 1 6 1 3 A S H S T 35 - 3 1 - 2 2 - 3 2 - 0 0 0 8 G R O V E B R A D & J A W O R S K I M 16 0 5 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 5 R O D E N , N O E L L E K A T H E R I N E 1 6 0 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 6 S A G D A L E N A L A N D & N A T A L I E R 1 6 0 1 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 7 COUNTY OF ANOKA 1697 ASH ST 35-31-22-33-0004 DONLIN AMY T H 6100 CENTERVILLE RD 35-31-22-33-0005 GALLOP TRUSTEE, DEBRA A 6102 CENTERVILLE RD 35-31-22-34-0006 PRESBYTERIAN HOMES OF NORTH OAKS INC 5919 CENTERVILLE RD 043022210019 NORTH OAKS FARMS INC 043022320002 25' WA T E R A N D S E W E R EASEM E N T EM LS Easement per Doc. No. 252087 >>>>>>>> <II<II<II<II<II > > > > > > ' P A R K I N G S E T B A C K 1 5 5 11 PR O P O S E D P O N D ISGInc.comArchitecture + Engineering + Environmental + Planning DWG LOCATION: S:\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\NON PRODUCTION DWGS\CONCEPTS-EXHIBITS\DENSITY CALCS\30671 PROPOSED COMP PLAN MAP.DWG SAVED BY: TJ.WELLS PROPOSED CITY OF LINO LAKES COMPREHENSIVE PLAN N0 SCALE IN FEET 150 300 ISG PROJECT NO. 24-30671 WILKINSON WATERS DEVELOPMENT LINO LAKES, MINNESOTA - 02/10/2025 MEDIUM DENSITY WILKINSON LAKE 13 4 9 14 10 14 13 6 10 14 9 13 5 9 5 13 14 ' P A R K I N G S E T B A C K 1 5 5 11 X X W 13 19 15 13 23 32 11 23 11 6 10 12 11 6 19 11 X X RAMSEY COUNTY SANITARY SEWER CONNECTION POINT SIGNATURE GATEWAY ISG PROJECT NO. 24-30671 WILKINSON WATERS DEVELOPMENT LINO LAKES, MINNESOTA - 03102025 ELECTRICAL EASEMENT ARTERIAL ROW PROPOSE D G R E E N W A Y C O O R I R D O R T R A I L PID #34-31-22-43-0006 PID #34-31-22-44-0001 PID #34-31-22-44-0008 PID #35-31-22-33-0002 Attachment 5. Comprehensive Plan Amendment - Proposed Land Use 13 4 9 14 10 14 13 6 10 14 9 13 5 9 5 13 14 W I L K I N S O N W A Y ' B U I L D I N G S E T B A C K 4 0 ' P A R K I N G S E T B A C K 1 5 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 4 0 5 11 X X ' BUILDING SETBACK40 ' B U I L D I N G S E T B A C K 3 0 ' BUIL D I N G S E T B A C K 30 W W I L K I N S O N W A Y BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO UFO FO U UFO MB V V I=907.79I=908.98 EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- G G EX SB-st-13 U U G UUUGU G U V WILKINSON LAKE BLVD C E N T E R V I L L E R D ASH STREET W W W W W W W W W W W W W W W W W W WE T WET WE T WET WE T W E T WILKINSON LAKE AMELIA LAKE WET WET WET WET WET WE T WET WET WET WE T WET WE T W E T WET WE T WE T WE T WE T WE T WE T WE T WETWET W E T WE T WET WET 5 0 ' C I T Y O F S T . P A U L W A T E R L I N E R O W 70' O V E R H E A D E L E C T R I C UT I L I T Y E A S E M E N T 50 ' W H I T E B E A R T O W N S H I P W A T E R A N D S E W E R E A S E M E N T 30' WHITE B E A R T O W N S H I P WATER AND S E W E R E A S M E N T APPROX. ORDINARY HIGH WATER LEVEL 895.2 NORTH OAKS FARMS INC 34-31-22-44-0001 NORTH OAKS FARMS INC 34-31-22-43-0006 NORTH OAKS FARMS INC 34-31-22-44-0008 NORTH OAKS FARMS INC 35-31-22-33-0002 NORTH OAKS FARMS INC 34-31-22-44-0006 NORTH OAKS FARMS INC 34-31-22-43-0008 NORTH OAKS FARMS INC 34-31-22-43-0010 SHEAREN, WILLIAM R 34-31-22-43-0013 BURNS, KEVIN 34-31-22-43-0012 WRUCK, GARY D 1443 ASH ST. 34-31-22-42-0003 EDDY, ROGER B 6097 ASH ST. 34-31-22-34-0003 EDDY, VICTORIA A 34-31-22-43-0002 ROGALLA, SARA R 6063 ASH ST 34-31-22-34-0006 HANSON, SCOTT B 34-31-22-34-0005 NORTH OAKS FARMS INC 34-31-22-34-0001 BACHMAN SR, WARREN D 1465 ASH ST 34-31-22-42-0004 BACHMAN SR, WARREN D & A 1487 ASH ST. 34-31-22-42-0005 CRANDALL SANDER, LOWEL J 1509 ASH ST. 34-31-22-42-0001 MALLMAN, KELSEY M 1557 ASH ST. 34-31-22-41-0008 HALL, LAWRENCE M 1565 ASH ST. 34-31-22-41-0004 CERONSKY, CAROLYN M 1573 ASH ST. 34-31-22-41-0005 LANZ KENT C & JEANNINE A 1579 ASH ST. 34-31-22-41-0006 WOODSTROM, JERRY A 1591 ASH ST. 34-31-22-41-0001 COUNTY OF ANOKA 6101 CENTERVILLE RD 35-31-22-32-0004 B I R C H E R A L E C 16 1 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 8 G R O V E B R A D & J A W O R S K I M 1 6 0 5 A S H S T 35 - 3 1 - 2 2 - 3 2 - 0 0 0 5 R O D E N , N O E L L E K A T H E R I N E 1 6 0 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 6 S A G D A L E N A L A N D & N A T A L I E R 1 6 0 1 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 7 COUNTY OF ANOKA 1697 ASH ST 35-31-22-33-0004 DONLIN AMY T H 6100 CENTERVILLE RD 35-31-22-33-0005 GALLOP TRUSTEE, DEBRA A 6102 CENTERVILLE RD 35-31-22-34-0006 NORTH OAKS FARMS INC 043022320002 25' WA T E R A N D S E W E R EASEM E N T YALREVO DNALEROHS '0001 (WILKENSON LAKE) 1 0 0 0 ' S H O R E L A N D O V E R L A Y 10 0 0 ' S H O R E L A N D O V E R L A Y (A M E L I A L A K E ) ( W I L K I N S O N L A K E ) ( A M E L I A L A K E ) 10 0 0 ' SH O R E L A N D OV E R L A Y WILKINSON LAKE ORDINARY HIGH WATER LINE EM LS PRESBYTERIAN HOMES OF NORTH OAKS INC 5919 CENTERVILLE RD 043022210019 YALREVO DNALEROHS '0001 (W I L K E N S O N L A K E ) WILKINSON LAKE AMELIA LAKE 13 19 15 13 PROP O S E D RAIN G A R D E N 2 100 YR H W L = 922.16 23 32 11 23 11 6 10 12 11 6 19 11 X X 30671 C3-LAND USE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S : \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - L A N D U S E . D W G S A V E D B Y : D A Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 A0-12 LAND USE & DENSITY PLAN A0-12 LAND USE & DENSITY PLAN 300 30671 A0-12 MINNESOTALINO LAKES0 SCALE IN FEET 150 300 DWG/TW DWG/TW JDF/TW LEGEND SYMBOL DESCRIPTION AREA MULTI-FAMILY BUILDING 3.8 AC COMMERCIAL DEVELOPMENT 4.9 AC SENIOR LIVING BUILDING 1.0 AC PRIVATE ROADWAY 4.2 AC PUBLIC OPEN SPACE 3.9 AC PRIVATE OPEN SPACE 11.1 AC LAKE (NWL)16.7 AC STORM PONDS 1.8 AC WETLANDS (REMAINING)20.0 AC PUBLIC ROW (ARTERIAL)4.1 AC PUBLIC ROW (DEVELOPMENT)2.3 AC OVERHEAD ELECTRIC EASEMENT 2.1 AC SITE DATA TOTAL SITE AREA:75.9 AC TOTAL R.O.W. AREA:6.4 AC RESIDENTIAL LOT AREA:21.9 AC COMMERCIAL LOT AREA:4.9 AC TOTAL PUBLIC WATER AREA:36.7 AC PUBLIC OPEN SPACE:3.9 AC EASEMENT AREA 2.1 AC SITE DATA TOTAL RESIDENTIAL UNITS:340 APARTMENTS:200 SENIOR LIVING:100 TOWNHOMES:40 SOIL BORINGS: BRAUN INTERTEC 11001 HAMPSHIRE AVE S. MINNEAPOLIS, MN 55438 952-995-2000 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. L1 B1 L2 B1 L3 B1 L4 B1 L5 B1 L5 B2 L4 B2 L3 B2 L2 B2 L1 B2 L6 B2 OUTLOT E OUTLOT D NOTE: PER SHORELAND OVERLAY REQUIREMENTS IMPERVIOUS SURFACE COVERAGE SHALL BE 35% FOR RESIDENTIAL USES AND 60% FOR COMMERCIAL USES. THIS DEVELOPMENT IS REQUESTING A FLEXIBILITY TO CONSIDER THE IMPERVIOUS AREA BASED ON THE AGGREGATE AREA OF THE ENTIRE PLATTED LAND. THIS IS SHOWN IN THE ADJACENT TABLE. NOTE: THIS TABLE IS THE SUM OF ALL TABULATED RESIDENTIAL IMPERVIOUS AREA FROM THE TABLE ON THE LEFT. A CONSERVATIVE APPROACH IN REGARDS WITH THE ROW IS TAKEN ASSUMING THAT 100% OF THE ROW IS IMPERVIOUS. WITH THIS APPROACH IT CAN BE FOUND THAT THE AGGREGATE IMPERVIOUS COVERAGE IS BELOW THE RESIDENTIAL IMPERVIOUS COVERAGE THRESHOLD OF 35%. WE ARE REQUESTING THAT THE FLEXIBILITY FOR IMPERVIOUS COVERAGE FOR THIS DEVELOPMENT BE CONSIDERED BASED OFF OF THE ENTIRETY OF THE PLATTED AREA AND NOT BASED ON EACH INDIVIDUAL SUBDIVIDED PARCEL. PLEASE NOTE THAT OUTLOT D AND OUTLOT E ARE NOT THE FINAL PLAN ALIGNMENTS BUT A PRELIMINARY CONCEPT OF THOSE PARCELS, HOWEVER EVEN IF THE ENTIRE PARCEL AREA WAS INCLUDED IN THE IMPERVIOUS COVERAGE COLUMN THE AGGREGATE IMPERVIOUS COVERAGE WOULD STILL BE BELOW THE 35% IMPERVIOUS COVERAGE THRESHOLD. OUTLOT F 3/20/2025 TABLE AND CALCULATION REVISIONSTJW OUTLOT G WETLANDS: KJOLHAUG ENVRIONMENTAL SERVICES 2500 SHADYWOOD RD SUITE 130 MINNETRISTA, MN 55331 952-401-8757 Attachment 6. Land Use & Density Plan Lino Lakes Comprehensive Plan Update Chapter 4: Housing 4-2 • Goals and Policies The vision statement, as described in Chapter 1, defines what Lino Lakes should look like in the future. The goals and policies guide the Housing Plan to help achieve that vision for housing development. The goals and policies that follow were established in the 2030 Comprehensive Plan and reaffirmed as part of the 2040 Comprehensive Plan process. Goal 1: Improve availability of affordable and life-cycle housing� Policies: a�Work with developers to identify innovative strategies for providing entry-level and life cycle housing� b�Use redevelopment tools to revitalize aging residential properties, made possible by various federal, state, local government, and non-profit programs. c�Provide expanded opportunities for housing ownership made available by various federal, state, local government and non-profit agencies. d�Provide for and designate appropriate areas for high-density development� e�Strive to integrate affordable housing in all residential land use districts� Goal 2: Enhance opportunities for senior housing� Policies: a� Develop partnerships with non-profit and private sector groups who assist in the creation of senior housing. b� Coordinate development of housing with retail accessibility (restaurants, shops, groceries)� Goal 3: Maintain existing housing stock to insure a high-quality environment in all residential neighborhoods� Policies: a� Promote the improvement of the existing housing stock, and to encourage the rehabilitation or redevelopment of substandard housing b� Encourage in-fill housing where appropriate. Goal 4: The City will consider all widely accepted housing tools, as appropriate on an individual basis, including: • Housing Bonds • Tax Abatement • Consolidated Request for Proposals from Minnesota Housing • Site Assembly • Livable Communities Act programs • CDBG and HOME through Anoka County • Adopting a Local Fair Housing Policy • Participation in housing related organizations, partnerships, and initiatives • Preservation of existing Low-Income Housing Tax Credit (LIHTC) units • Community Land Trust • Manufactured Home Park Preservation • Tools that preserve private unsubsidized affordable housing (including but not limited to a local 4d program, tax incentives, etc�) 1,2,3 1,2,3:Tools in this list will be considered for housing goals numbered elsewhere in the plan 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,3 1,3 1,2 1,2 1 Attachment 7. Housing Goals per 2040 Comprehensive Plan WILKINSON WATERS PUD Land Use, Conventional Zoning District Guidelines & Shoreland Regulations Sheets A0-16 Preliminary Plat dated February 10, 2025 Correlating Conventional Lot Lot Lot Lot Lot Lot PUD Flexibility PUD Land Use Zoning District Housing Type or Use Width (ft)Depth (ft)Size (sf)Width (ft)Depth (ft)Size (sf)Required? Medium Density Res R-2, Two Family Residential single family 60 125 7,500 R-2, Two Family Residential two-family (unit lot)50 150 7,500 R-3, Medium Density Residential two-family (unit lot)50 NA 7,000 R-3, Medium Density Residential max. 8 unit townhome (base)100 NA 24,000 Signature Gateway R-3, Medium Density Residential two-family or max. 8 unit townhome 100 NA 24,000 R-4, High Density Residential townhome 150a NA 20,000 142 NA 18,239 Yes R-4, High Density Residential multi-family (base)150a NA 20,000 487 NA 9.3 acres No R-4, High Density Residential senior living (base)150a NA 20,000 750 NA 3.9 acres No NB, Neighborhood Business Commercial 100 NA 11,250 GB, General Business Commercial 100 NA 20,000 620 NA 5 acres No aShoreland PUD requires 150ft wide lot width for townhomes and apartments NA-proposing GB guidelines NA- No development proposed in Medium Density area NA- No development proposed in Medium Density area Development Standards/Guidelines Proposed Development NA- No development proposed in Medium Density area NA- No development proposed in Medium Density area NA-no two-family proposed 3/26/2025 City of Lino Lakes PUD Land Use-Conventional Zoning-Shoreland-Wilkinson Waters PUD Concept Plan Attachment 8. PUD Land Use, Conventional Zoning District Guidelines and Shoreland Chart 4 P R O P O S E D S T R E E T 12 12 2 0 U N I T S 10 10 10 102 8 U N I T S 10 10 10 10 28 UNI T S 24 U N I T S 9 9 9 9 9 2 4 U N I T S 9 9 9 9 9 9 9 9 1.47 mph Fastest Line Entry Speed too large South Leg (South) West Leg (West) North Leg (North) Ash / Centerville Roundabout STORMWATER MANAGEMENT POND APPROX = 1.0 ACRES STORMWATER MANAGEMENT POND APPROX = 0.6 ACRES 2 4 U N I T S 9 9 9 9 9 9 9 9 11 25 10 10 10 10 10 10 6 11 10 10 6 10 10 10 10 10 10 28 U N I T S 10 10 1010 10 4 8 10 14 10 1 0 STORMWATER MANAGEMENT POND APPROX = .2 ACRES STORMWATER MANAGEMENT POND APPROX = 0.8 ACRES 2 4 U N I T S 10 9 2 4 U N I T S 9 9 10 10 10 6 6 9 6 6 6 6 6 6 STORMWATER MANAGEMENT POND APPROX = 0.2 ACRES STORMWATER MANAGEMENT POND APPROX = 0.8 ACRES 16 UNITS 9 9 8 8 STORMWATER MANAGEMENT POND APPROX = 0.45 ACRES WE T WE T W E T WE T WET WE T WE T WET WET W E T WET W E T WET WE T WET W E T WE T WE T WET WET WET WET W E T W E T WE T WE T 10 10 10 10 2 8 U N I T S 9 8 U N I T S 2 8 U N I T S BENCHMARK HYDRANT TNFH = 919.06 FO UFO FO U UFO MB V EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- EX SB-st-13 U U G U UUGU G U V WILKINSON LAKE BLVD C E N T E R V I L L E R D ASH STREET W W W W W W W W W W W W W W W W W W W W W WET W E T WE T WE T W E T WE T WET WE T WE T WET WET W E T WET W E T WET WE T WET W E T WE T WE T WET WET WET WET W E T W E T WE T WE T WET WET WET WET W E T WE T WET W E T APPROX. ORDINARY HIGH WATER LEVEL 895.2 NORTH OAKS FARMS INC 34-31-22-44-0001 NORTH OAKS FARMS INC 34-31-22-43-0006 NORTH OAKS FARMS INC 34-31-22-44-0008 NORTH OAKS FARMS INC 35-31-22-33-0002 NORTH OAKS FARMS INC 34-31-22-44-0006 CRANDALL SANDER, LOWEL J MALLMAN, KELSEY M 1557 ASH ST. 34-31-22-41-0008 HALL, LAWRENCE M 1565 ASH ST. 34-31-22-41-0004 CERONSKY, CAROLYN M 1573 ASH ST. 34-31-22-41-0005 34-31-22-41-0006 WOODSTROM, JERRY A 1591 ASH ST. 34-31-22-41-0001 COUNTY OF ANOKA 6101 CENTERVILLE RD 35-31-22-32-0004 B I R C H E R A L E C 1 6 1 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 8 G R O V E B R A D & J A W O R S K I M 16 0 5 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 5 R O D E N , N O E L L E K A T H E R I N E 1 6 0 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 6 S A G D A L E N A L A N D & N A T A L I E R 1 6 0 1 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 7 DONLIN AMY T H 6100 CENTERVILLE RD 35-31-22-33-0005 GALLOP TRUSTEE, DEBRA A 6102 CENTERVILLE RD 35-31-22-34-0006 NORTH OAKS FARMS INC 043022320002 1 0 0 0 ' S H O R E L A N D O V E R L A Y (A M E L I A L A K E ) ( W I L K I N S O N L A K E ) ( A M E L I A L A K E ) 10 0 0 ' SH O R E L A N D OV E R L A Y EM LS Easement per Doc. No. 252087 PRESBYTERIAN HOMES OF NORTH OAKS INC 5919 CENTERVILLE RD 043022210019 30671 C3-SITE-YIELD DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \ \ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E - Y I E L D . D W G S A V E D B Y : T J . W E L L S WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 A0-13 YIELD PLAN A0-13 YIELD PLAN 300 30671 A0-13 MINNESOTALINO LAKES 0 SCALE IN FEET 80 160 DWG/TW DWG/TW JDF/TW GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) 100 UNDERGROUND PARKING STALLS WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 Attachment 9. Yield Plan NUMBER DATE NOT FOR CONSTRUCTION SHEET NOT VAILD UNLESS THIS TEXT IS COLOR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DULICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. PROJECT PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / A p a r t m e n t B u i l d i n g 1 0 . 2 8 . 2 4 . r v t 2/ 1 0 / 2 0 2 5 1 0 : 1 0 : 5 7 A M A0 01/19/2021 PROJECT IMAGERY AND MATERIALS LINO LAKES MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 NO.REVISIONS DATE Attachment 10. Architectural Plans LEVEL 1100' - 0" LEVEL 2111' - 2 5/8" ROOF132' - 5 1/4" LEVEL 3122' - 5 1/4" PARKING88' - 10" 6 37 LEVEL 1100' - 0" LEVEL 2111' - 2 5/8" ROOF132' - 5 1/4" LEVEL 3122' - 5 1/4" PARKING88' - 10" 6 3 736 7 733 NUMBER DATE NOT FOR CONSTRUCTION SHEET NOT VAILD UNLESS THIS TEXT IS COLOR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DULICATED WITHOUT PRIOR WRITTEN CONSENT.© 2024 I & S GROUP, INC. PROJECT PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / A p a r t m e n t B u i l d i n g 1 0 . 2 8 . 2 4 .r v t 2/ 8 / 2 0 2 5 5 : 2 2 : 1 6 P M AA-20 01/19/2021 APARTMENT ELEVATIONS LINO LAKES MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/16" = 1'-0"1 ENTRY ELEVATION 1/16" = 1'-0"2 END ELEVATION AT GARAGE ENTRY NO.REVISIONS DATE Attachment 10b. Architectural Plan LEVEL 1100' - 0" LEVEL 2111' - 2 5/8" ROOF132' - 5 1/4" LEVEL 3122' - 5 1/4" PARKING88' - 10" 6 3 7 7 3 6 39 ' - 8 3 / 4 " LEVEL 1100' - 0" LEVEL 2111' - 2 5/8" ROOF132' - 5 1/4" LEVEL 3122' - 5 1/4" PARKING88' - 10" 3 3 67 7 6 NUMBER DATE NOT FOR CONSTRUCTION SHEET NOT VAILD UNLESS THIS TEXT IS COLOR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DULICATED WITHOUT PRIOR WRITTEN CONSENT.© 2024 I & S GROUP, INC. PROJECT PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / A p a r t m e n t B u i l d i n g 1 0 . 2 8 . 2 4 .r v t 2/ 8 / 2 0 2 5 5 : 2 2 : 4 3 P M AA-21 01/19/2021 APARTMENT ELEVATIONS LINO LAKES MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/16" = 1'-0"1 STREET & GREENWAY ELEVATION 1/16" = 1'-0"2 END ELEVATION @ PROPERTY LINE NO.REVISIONS DATE NUMBER DATE NOT FOR CONSTRUCTION SHEET NOT VAILD UNLESS THIS TEXT IS COLOR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DULICATED WITHOUT PRIOR WRITTEN CONSENT.© 2024 I & S GROUP, INC. PROJECT PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / A p a r t m e n t B u i l d i n g 1 0 . 2 8 . 2 4 .r v t 2/ 8 / 2 0 2 5 5 : 2 2 : 4 6 P M AC-20 01/19/2021 CLUBHOUSE ELEVATIONS LINO LAKES MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/8" = 1'-0"1 Elevation 6 - a A-PUD 1/8" = 1'-0"2 Elevation 7 - a A-PUD 1/8" = 1'-0"3 Elevation 8 - a A-PUD 1/8" = 1'-0"4 Elevation 9 - a A-PUD NO.REVISIONS DATE NUMBER DATE NOT FOR CONSTRUCTION SHEET NOT VAILD UNLESS THIS TEXT IS COLOR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DULICATED WITHOUT PRIOR WRITTEN CONSENT.© 2024 I & S GROUP, INC. PROJECT PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / T o w n h o u s e M o d e l . r v t 2/ 8 / 2 0 2 5 5 : 2 4 : 2 7 P M AT-20 2/10/2025 TOWNHOUSE ELEVATION Enter address here TOWNHOMES Project Number 2/10/2025 Author Checker Checker Project Number 1/8" = 1'-0"1 END ELEVATION @ TOWN HOUSES 1/8" = 1'-0"2 STREET ELEVATION @ TOWNHOUSES 1/8" = 1'-0"3 GREENWAY ELEVATION @TOWNHOUSES NO.REVISIONS DATE BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO UFO FO U UFO MB WILKINSON LAKE BLVD C E N T E R V I L L E R O A D C S A H NO. 32 OHLVOHL O H L O H L O H L V OH L OH L OH L O H L O H L O H L O H L OH L OH L OH L OH L G G G G G G G G G G G G FBO FBO FB O FB O FB O FB O FB O FB O FB O FB O FB O U G G OHL OHL OHL G GG OH L OH L OH L OH L O H L O H L O H L O H L O H L O H L O H L OH L OH L O H L O H L OH L O H L O H L OH L OH L OH L OH L OH L OH L OH L OH L U U G U UUGU G U OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHL V G G ACACACEM LS >>> MB MB SW Corner Sec. 35-31-22 CIM S. Line - Gov't Lot 5 Sec. 35-31-22 W. L i n e - G o v ' t L o t 5 Se c . 3 5 - T 3 1 - R 2 2 E. L i n e E 1 / 2 - S E 1 / 4 - S E 1 / 4 Se c . 3 4 - T 3 1 - R 2 2 SE Corner Sec. 34-31-22 CIM S. Line Sec. 34-T31-R22 Easement per Doc. No. 252087 3 3 ' R o a d w a y E a s e m e n t N. Line - Gov't Lot 5 Sec. 35-T31-R22N. Line SE 1/4 - SE 1/4 Sec. 34-T31-R22 Eas e m e n t p e r D o c . N o . 2 5 2 0 8 7 33' Roadway Easement W W W W W W W W W W. L i n e E 1 / 2 - S E 1 / 4 - S E 1 / 4 Se c . 3 4 - T 3 1 - R 2 2 Approximate OHW Line from others 895.2 (NGVD29) 2 1/2" Brass Disc Flood Zone A per FEMA FIRM map Flood Zone A per FEMA FIRM map 66 66 USGS Brass Disc 659.97 N89°12'14"W 1063.34 N 1 8 ° 5 2 ' 4 2 " W 1 4 0 6 . 1 2 S89°19'02"E 617.78 S0 0 ° 2 4 ' 3 6 " E 1 3 2 3 . 1 1 N0 0 ° 2 0 ' 5 4 " W 1 2 5 3 . 8 2 N89°32'07"E 560.69 N53° 5 0 ' 1 7 " E 416. 3 5 Flood Zone A per FEMA FIRM map ASH STREET 19 . 3 2 107.75 1 6 5 . 5 4 128.39 6 1 . 7 5 L = 12 2.92 Δ =19 ° 0 2' 0 5 " 128.39 1 4 2 . 0 6 1 4 2 . 0 6 1 4 2 . 0 6 128.39 1 4 2 . 0 6 190.21 19 . 3 1 L =14 0.0 9 Δ = 18 °3 9 '58" 150.01 2 1 7 . 7 6 2 1 7 . 7 6 L=2.77 Δ=0°22'07" 1 5 9 . 3 0 150.00 1 6 2 . 0 6 1 6 2 . 0 6 150.00 1 6 2 . 0 6 1 6 2 . 0 6 159.47 6 3 . 7 5 9 9 . 0 2 1 4 2 . 0 6 128.39 1 4 2 . 0 6 1 6 0 . 7 4 L=1.33 Δ=0°15'13" 183.82 N70°39 ' 1 8 " E 16 3 . 8 8 1 4 2 . 0 6 128.39 1 4 2 . 0 6 S 1 9 ° 2 0 ' 4 2 " E 6 3 3 . 5 1 N 1 9 ° 2 0 ' 4 2 " W 6 4 4 . 1 6 304.5156.1 8 606.65 409.32 L=317.5 6 Δ=70°04'0 5 " 1 1 9 0 . 5 2 L = 8.4 6 Δ = 1° 4 0'58" 3 0 6 . 3 6 S 4 6 ° 5 3 ' 5 7 " E L=78.13 Δ=21°06'5 2" 172. 8 8S68 ° 0 0 ' 4 9 " E L=60.18 Δ=11°58'20" L = 1 6 1.5 0 Δ = 3 7 ° 0 0 '4 4 " L = 8 . 9 5 Δ = 2 ° 0 3 ' 0 1" L=11.06 Δ=2°06'45" 159.47 3 . 5 1 L = 1 8 6.8 7 Δ = 4 8 ° 4 0'0 7" 48.1 3 131. 7 9 L=106.13 Δ=21°06'52" 3 0 6 . 3 6 N 4 6 ° 5 3 ' 5 7 " W L=119.72 Δ =32°21'21"45.32 79.31 44 . 7 1 L = 11 7 . 9 4 Δ = 2 ° 0 0 ' 4 9 " 5 0 3 . 5 2 S 1 9 ° 2 0 ' 4 2 " E 3 6 9 . 2 0 S 1 9 ° 2 0 ' 4 2 " E L = 1 7 4 . 6 2 Δ = 1 3 ° 0 8 ' 5 0 " 9 6 . 5 1 S 3 8 ° 3 9 ' 2 7 " E 71.0 8 S64 ° 4 9 ' 5 3 " E 132.19 S84°31'17"E N89°41'16"E 301.05 2 8 1 . 2 0 S 4 6 ° 0 5 ' 5 8 " E 14 3 . 2 4 S1 0 ° 4 7 ' 5 7 " E 186.37S70°39 ' 1 8 " W 476.76 S89°18'07"E 1 0 4 . 3 0 S 4 6 ° 0 5 ' 5 8 " E N 1 9 ° 2 0 ' 4 2 " W 5 6 7 . 3 3 127.17 327. 1 3 71 . 6 6 20.22 9.9 5 10 9 . 2 7 13 4 . 7 4 1 2 3 . 7 4 66 . 1 2 72 . 5 3 56 . 4 2 42.31 79.9 5 38.40 96 . 9 2 6 5 . 1 8 4 6 . 9 2 75 . 0 6 64 . 5 8 N49 ° 5 4 ' 5 1 " E 216. 2 6 S70°31 ' 1 3 " W 320.65 N21°43'18"E 30.80 N 4 6 ° 0 5 ' 5 8 " W 3 8 5 . 5 0 N 1 0 ° 4 7 ' 5 7 " W 3 9 1 . 1 0 1 1 2 3 4 5 1 2 3 4 5 2 6 18,239 SQ FT 0.42 AC 18,239 SQ FT 0.42 AC 171,814 SQ FT 3.94 AC 3,702 SQ FT 0.08 AC 27,818 SQ FT 0.64 AC 24,608 SQ FT 0.56 AC 24,310 SQ FT 0.56 AC 24,310 SQ FT 0.56 AC 30,510 SQ FT 0.70 AC 18,239 SQ FT 0.42 AC 18,239 SQ FT 0.42 AC 22,744 SQ FT 0.52 AC 224,862 SQ FT 5.16 AC201,115 SQ FT 4.62 AC 198,004 SQ FT 4.55 AC OUTLOT B OUTLOT C OUTLOT E OUTLOT D 405,180 SQ FT 9.30 AC 76 60 SETBACK LINE SETBACK LINE W I L K I N S O N W A Y WI L K I N S O N W A Y W E T W E T WE T WE T W E T WET WET WE T WE T WET WET WE T WE T WET WE T WE T WET WE T W E T W E T W E T WET WET WET W E T WE T WET CONSERVATION EASEMENT S89°13'30"E 209.34 N40°20'07"E 23.40 N72°01'26"E 32.69 N89°13'30"W 213.61 S02°29'48"E 37.62 351.52 PROPOSED SEWER AND WATER EASEMENT 10 10 10 10 20' LANDSCAPE BUFFER 20' LANDSCAPE BUFFER N79°17'1 6 " W 473.00 S86°12'44"W 265.00 N 1 0 ° 4 7 ' 1 6 " W 3 2 5 . 0 0 N4 6 ° 0 5 ' 1 6 " W 37 3 . 0 0 N86°52'16"W ACCESS AND UTILITY EASEMENT 15 15 30671 PPLAT DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S : \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ S U R V E Y P R O D U C T I O N D W G S \ 3 0 6 7 1 P P L A T . D W G S A V E D B Y : M A R K . S C H W A N Z THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. 2OF 1 - --/--/-- PROJ. NO XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XX LINO LAKES MN PRELIMINARY PLAT 0 SCALE IN FEET 100 200 --- --- --- WILKINSON WATERS ANOKA HOLDINGS, LLC PROPOSED ZONING: Base Residential Zoning:Base Commercial Zoning: R-4 SETBACKS PER ZONING:General Business Setbacks per Zoning From Street Right-of-way From Street Right-of-way Major Collector or arterial street - 40 feet Major Collector or arterial street - 40 feet Local or minor collector street - 30 feet Local or minor collector street - 30 feet Parking lot - 15 feet Parking lot - 15 feet Requesting a flexibility to 5 feet Requesting a flexibility to 5 feet Rear lot line Rear lot line Principal Building - 30 feet Principal Building - 30 feet Requesting a flexibility to 15 feet Requesting a flexibility to 15 feet Accessory building - 5 feet Accessory building - 5 feet Parking lot - 5 feet Parking lot - 10 feet Side lot line Side lot line Principal Building - 20 feet Principal Building - 30 feet Requesting a flexibility to 10 feet Requesting a flexibility to 15 feet Accessory Building - 5 feet Accessory Building - 10 feet Parking lot - 5 feet Parking lot - 10 feet Zero lot line - Side yard setback requirements shall not be applied to a common wall of multi-family dwelling units Building Height Flexibility: To be greater of 4 Stories or 55' from grade to mid-rake. BENCHMARK: Onsite benchmark is top nut fire hydrant located along the westerly side of Wilkinson Lake Boulevard approximately 154 feet south of the southeast corner of the Southeast Quarter of Section 34, Township 31, Range 22, Anoka County, Minnesota - Elev = 919.06 feet. Offsite benchmark is MnDot Geodetic Monument OTTER MNDT RESET - Elev = 941.081 feet. FLOOD ZONE: The surveyed premises shown on this survey map is in Flood Zone A, according to Flood Insurance Rate Map Community Panel No. 27003C0365E, published by the Federal Emergency Management Agency, effective date December 16, 2015 and Flood Zone X, according to Flood Insurance Rate Map Community Panel No. 27003C0370E, published by the Federal Emergency Management Agency, effective date December 16, 2015. NOTES: 1. This survey does not purport to show land ownership or all easements or encumbrances that affect the described property. 2. Location of all utilities shown and plotted are approximate, based on Gopher State One Call. Location of all utilities shown and plotted are based on visible surface identification, and/or drawings provided by utility companies contacted by the Gopher State One Call. Utility lines in street right-of-way are not necessarily complete. Private utility lines, may not be located per the Gopher State One Call, available record drawings were used in preparing the location of these lines. Excavations were not made during the process of this survey to locate underground utilities and/or structures. Additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center for verification of utility type and field location, prior to excavation. 3. Survey work was completed on June 4, 2024. LS LEGEND > SAN I UE UTL MB EM GM F C E U T FO Bituminous Surface Concrete Surface Gravel Surface Sanitary Sewer Line Sanitary Line from others Storm Sewer Line Storm Line from others Water Line Water Line from others Forcemain line from others Wetland line from others Underground Gas Line Underground Electric Line Underground Utility Line Underground Fiber Optic Line Overhead Utility Line Landscaping Edge Field Edge Water's Edge Treeline Deciduous Tree Utility Marker Soil Boring Iron Monument Found Indicates Mag Nail Found Indicates Cast Iron Monument Found Indicates Concrete Stone "X" Found Electric Meter Utility Vault Gas Meter Ground Light Light Pole Transformer Utility Pedestal Utility Pole/Guy Wire Curb Stop Hydrant Water Valve Benchmark Cleanout Drop Intake Manhole/Catch Basin Lift Station Mailbox Post Sign Street Sign Coniferous Tree >> STM SANF WAT WET W OHL FBO G 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 LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE LIC. NO.2/10/25 45817 MARK A. SCHWANZ WILKINSON WATERS ADDITIONEXISTING LEGAL DESCRIPTION: The East Half of the Southeast Quarter of the Southeast Quarter (E1/2 SE1/4 of SE 1/4) of Section 34, Township 31, Range 22, East of St. Paul Water Works, Anoka County, Minnesota. AND That portion of Government Lot 5, Section 35, Township 31, Range 22 West, lying west of the Centerville Road, Anoka County, Minnesota. AND The South 300 feet thereof, and except the North 170 feet of the South 470 feet of the East 870 feet thereof, that part of the West three-quarters of the South Half of the Southeast one-quarter (W 3/4 S 1/2 SE 1/4) Section 34, Township 31, Range 22 lying southeasterly of the presently existing Water Department right-of-way (meaning thereby the right-of-way easement for conduit purposes of the St. Paul Board of Water Commissioners), Anoka County, Minnesota. AND The South Four Hundred Seventy (470) feet of the Southwest Quarter of Southeast Quarter of Southeast Quarter (SW 1/4 of SE 1/4 of SE 1/4) of Section Thirty-four (34), Township Thirty-one (31) North, Range Twenty-two (22) West and also the South Four Hundred Seventy (470) feet of the East Two Hundred Ten (210) feet of the Southwest Quarter of Southeast Quarter (SW 1/4 of SE 1/4) of said Section Thirty-four (34); and also, except the East Two Hundred Ten (210) feet, all that part of the South Three Hundred (300) feet of the Southwest Quarter of Southeast Quarter (SW 1/4 of SE 1/4) of said Section Thirty-four (34) lying Easterly of St. Paul Water Works right of way; and also all that part of the South Twenty-five (25) feet of the Southwest Quarter of Southeast Quarter (SW 1/4 of SE 1/4) of said Section Thirty-four (34) lying westerly of said right of way; and also all that part of the South Twenty-five (25) feet of the Southeast Quarter of Southwest Quarter (SE 1/4 of SW 1/4) of said Section Thirty-four (34) lying Easterly of the County Road, Anoka County, Minnesota. BASIS OF BEARING: The orientation of this bearing system is based on the east line of the East Half of the Southeast Quarter of the Southeast Quarter of Section 34, Township 31, Range 22, Anoka County, Minnesota. Said line bears South 00 degrees 24 minutes 36 seconds East. AREA TABLE: OVERALL SITE = 3,303,390 sq. ft. - 75.835 acres EXISTING PROPERTY: ZONED: R (Rural) (Per City of Lino Lakes City Code and Zoning Ordinances) Setbacks Building Right of Way (Local or Minor Collector Street) = 30 feet Right of Way (Major Collector or Arterial Street) = 40 feet Rear (Principal Building) = 30 feet Rear (Accessory Building) = 30 feet Side (Principal Building) = 10 feet Side (Accessory Building) = 5 feet Parking Lots for non-residential uses: 15 feet from all lot lines Height Requirements Maximum Height = 40 feet (Except as allowed by City Code Section 1007.043(3) A0-16 Attachment 11. Preliminary Plat OHL OHL OHL OHL OHL OHL G G G U OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL STM STM STM OHLOHL OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL STM STM OHL OHL OHL STM STM STM STM STM STM MB MB MB S. Line Sec. 34-T31-R22 W. L i n e SE 1 / 4 - S E 1 / 4 Se c . 3 4 - 3 1 - 2 2 Eas e m e n t p e r D o c . N o . 2 5 2 0 8 7 Eas e m e n t p e r D o c . N o . 2 5 2 0 8 7 S 1/4 Corner Sec. 34-31-22 Found CIM W W W W. L i n e E 1 / 2 - S E 1 / 4 - S E 1 / 4 Se c . 3 4 - T 3 1 - R 2 2 Approximate OHW Line from others 895.2 (NGVD29) 66 N0 0 ° 2 0 ' 5 4 " W 1 2 5 3 . 8 2 1905.73 N89°26'17"E 2565.70 N53° 5 0 ' 1 7 " E 416. 3 5 L=55.70 R=124.82 Δ=25°34'00" N79°24'17"E 250.16 L =1 8 7 .7 8 R =3 8 4 .2 6 Δ =2 8 °0 0 '0 0 " N51° 2 4 ' 1 7 " E 1 5 2 7 . 2 4 1/2" Iron Pipe RLS 22440 Flood Zone A per FEMA FIRM map 47 0 30 0 870 S. Line Sec. 34-T31-R22 C.S.A.H NO. 32 (ASH STREET) 1/2" Iron Pipe RLS 16113 56.1 8 1,782,738 SQ FT 40.93 AC OUTLOT A W E T WET WE T WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WET WET WE T WET W E T WE T W E T WET WET WE T WE T WET WE T WE T WET WET WET CONSERVATION EASEMENT S86°12'44"W 265.00N86°52'16"W 130.00 N6 3 ° 1 4 ' 1 6 " W 24 1 . 0 0 S89°31'44"W 652.00 S 2 2 ° 0 9 ' 0 2 " E 2 0 3 . 6 8 S 1 3 ° 3 8 ' 3 2 " E 3 6 1 . 4 1 15 15 25 25 25 2 5 ACCESS AND UTILITY EASEMENT ACCESS AND UTILITY EASEMENT S64°36 ' 4 4 " W 120.00 S42°41 ' 4 4 " W 4 2 5 . 0 0 S40 ° 0 2 ' 1 8 " W 6 1 4 . 4 0 30671 PPLAT DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S:\ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ S U R V E Y P R O D U C T I O N D W G S \ 3 0 6 7 1 P P L A T . D W G S A V E D B Y : MA R K . S C H W A N Z THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. 2OF 1 - --/--/-- PROJ. NO XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XX LINO LAKES MN PRELIMINARY PLAT 0 SCALE IN FEET 100 200 --- --- --- WILKINSON WATERS ANOKA HOLDINGS, LLC LS LEGEND > SAN I UE UTL MB EM GM F C E U T FO Bituminous Surface Concrete Surface Gravel Surface Sanitary Sewer Line Sanitary Line from others Storm Sewer Line Storm Line from others Water Line Water Line from others Forcemain line from others Wetland line from others Underground Gas Line Underground Electric Line Underground Utility Line Underground Fiber Optic Line Overhead Utility Line Landscaping Edge Field Edge Water's Edge Treeline Iron Monument Found Indicates Mag Nail Found Indicates Cast Iron Monument Found Indicates Concrete Stone "X" Found Electric Meter Utility Vault Gas Meter Ground Light Light Pole Transformer Utility Pedestal Utility Pole/Guy Wire Curb Stop Hydrant Water Valve Benchmark Cleanout Drop Intake Manhole/Catch Basin Lift Station Mailbox Post Sign Street Sign Coniferous Tree Deciduous Tree Utility Marker Soil Boring >> STM SANF WAT WET W OHL FBO G 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 LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE LIC. NO.2/10/25 45817 MARK A. SCHWANZ WILKINSON WATERS ADDITION A0-17 13 19 15 13 PR O P O S E D RAI N G A R D E N 2 100 Y R H W L = 9 2 2 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO UFO FO U UFO MB OH L V OH L OHL OHL V OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL G G G G G G G G G G G FB O FB O FBO FBO FBO FBO FBO FBO FBO FBO FBO U GG UTV UTV UTV FBO FB O G UTV OH L OH L OH L OH L G G G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL U U G U U U G U G U OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L V G G WI L K I N S O N L A K E B L V D CENTERVILLE RD AS H S T R E E T W W W W W W W W W W W W W W W W E T WET WET WET AM E L I <II <II <II <II <II <II <II II I I II I I I I I I I I I I I I I I I I I I I I I I WET W E T WE T WET WET WET WE T WET W E T WET WET WET WE T WE T WET WE T WET WET WET WET WE T WET 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 EM LS Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> >> >> >> >> >> >> >> >> >> >> <II <II <II <II <II <II <II <II <II > > >> > > > > > > > > > 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY XX X X 5 11 X X X X X PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PR O P O S E D RAIN G A R D E N 3 100 Y R H W L = 920 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 W PR O P O S E D RAI N G A R D E N 2 100 Y R H W L = 924. 0 1 WILKI N S O N W A Y PROPOSED BASI N 1 NWL = 904.50100 YR HWL = 909.08 1.47 m p h Faste s t L i n e E n t r y S p e e d t o o l a r g e Sout h L e g ( S o u t h ) West L e g ( W e s t ) North L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t > 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 IIIII I I I I I I I > > > >> > > > >>>>>> >> >> > > >> >> >> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> > >>> >> >> >> >> I I I I I I I I I S-6 MH-18 MH-15 MH-16 MH-17 MH-19 MH-10 MH-12 MH-8 MH-7 MH-13 S-5 S-4 S-2 S-1 S-3S-3A ST-108 ST-2 ST-106A ST-106 ST-107 ST-105A ST-105 ST-104ST-102 ST-102A ST-101 ST-202 ST-202A ST-201 ST-203 ST-203A ST-205 ST-204 FES-1 FES-1A FES-201 FES-101 ST-116 ST-117 ST-113 ST-114A ST-114 ST-303 ST-302 ST-301 FES-301 ST-402 ST-106B ST-401 FES-401 ST-110 ST-111 ST-112 ST-213 ST-212 ST-211 ST-210 ST-206 ST-208 ST-209ST-207 FES-4 FES-4A ST-109 FES-109 FES-6A OCS-2 FES-6 ST-115 ST-302A ST-108A 30671 C3-UTILITY-OVERALL DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \ \ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - U T I L I T Y - O V E R A L L . D W G S A V E D B Y : D A Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-20 OVERALL UTILITY PLAN C3-20 OVERALL UTILITY PLAN 300 30671 C3-20 MINNESOTALINO LAKES 0 SCALE IN FEET 80 160 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. C3-23 C3-21 C3-22 C3-24 Attachment 12. Overall Civil and Landscape Plans PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 922 . 1 6 32 X X X X X X X X PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 FO U UFO MB OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL G G G G G G G FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO EX SB-aet U EX SB- EX SB- OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL U U G I=914.67 U OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L V >> G G G G G CENTERVILLE RD AS H S T R E E T 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 I IIIIIIIIII I I I I I I I I I I I I I I I I I I I I > > > > > > > > > >>>>> > > > > > > > > > >>>>>>>>>>>>>>>>>> >> >> >> >>>> > > > > > > >> >> >> >> >> >> >> > > >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > I IIIIIIIIIIIIIII I I II >> >> >> > I I 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY X X X X X X X X X X 5 11 X X X X X X X X X X X X BUILDING A FFE = 934 LFE = 923 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 CLU B H O U S E FFE = 927 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 10 0 Y R H W L = 920 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 4 . 0 1 P- 3 ( 5 2 ) 7 2 ' x 1 5 " @ 3 . 0 0 % P-3 0 3 9 0 ' x 1 5 " @ 0 . 2 5 % 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 I IIIIIIIIII I I I I I I I I I I I I I I I I I I I I > > > > > > > > > >>>>> > > > > > > > > > >>>>>>>>>>>>>>>>>> >> >> >> >>>> > > > > > > >> >> >> >> >> >> >> > > >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > I IIIIIIIIIIIIIII I I II >> >> >> > I I ST-105A R=923.03 I=916.48 ST-105 R=923.02 I=915.84 ST-104 R=921.56 I=913.92ST-102 R=921.37 I=913.03 ST-102A R=921.61 I=913.54 ST-202 R=917.95 I=904.68 ST-203 R=915.00 I=906.75 ST-205 R=911.68 I=907.58 ST-202A R=917.95 I=907.26 ST-203A R=914.98 I=909.12 P-104 1 3 7 ' x 2 4 " @ 1 . 2 5 % P-103 55'x 24" @ 1.25% P-105A 45'x 18" @ 1.00% P-102A 32'x 24" @ 1.00% P-2 0 5 2 9 ' x 2 4 " @ 0 . 2 5 % P-204 145'x 3 0 " @ 0 . 2 5 %P-203 162'x 30" @ 0.15% P- 2 0 2 A 2 9 ' x 2 4 " @ 2 . 0 0 % P- 2 0 3 A 2 9 ' x 2 4 " @ 1 . 0 0 % SP - 1 4 A 4 6 ' x 8 " @ 2 . 0 0 % MH-13 R=932.49 I=917.77 MH-12 R=926.25 I=913.96 S P - 1 1 8 0 ' x 8 " @ 1 . 5 0 % MH-10 R=926.49 I=911.97 SP - 1 5 6 9 ' x 8 " @ 2 . 0 0 % SP-9 1 6 3 ' x 8 " @ 1 . 5 0 % MH-8 R=924.42 I=909.31 S P - 8 9 2 ' x 8 " @ 1 . 5 0 % MH-7 R=923.05 I=907.73 SP - 7 9 8 ' x 8 " @ 1 . 5 0 % MH-15 R=925.33 I=910.91 S P - 1 6 1 0 0 ' x 8 " @ 2 . 0 0 % MH-16 R=926.52 I=913.11 S P - 1 7 1 0 0 ' x 8 " @ 2 . 0 0 % MH-17 R=928.73 I=915.31 MH-18 R=932.16 I=917.29 SP - 1 8 8 9 ' x 8 " @ 2 . 0 0 % SP-19 61'x 8" @ 2.00%MH-19 R=931.94 I=918.72 SP - 1 9 A 5 6 ' x 8 " @ 2 . 0 0 % SP-12 241'x 8" @ 1.50% SP - 5 A 3 6 ' x 6 " @ 2 . 0 0 % SP-5 1 4 6 ' x 8 " @ 1 . 2 5 % SP-6A 70'x 6" @ 2.00% S-4 R=921.70 I=905.78 S-3A R=913.01 I=903.43 SP-3 89'x 8" @ 0.65 % S-2 R=920.90 I=900.77 SP-2 313'x 8" @ 0.60% SP-4 393'x 8" @ 1.25% 10 ' 1.47 m p h Fast e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nort h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t ST-213 R=922.98 I=918.75 P-213 349'x 12" @ 0.50% ST-212 R=920.95 I=916.80 P-212 113'x 15 " @ 0 . 5 0 % ST-211 R=923.87 I=916.03 P-21 1 3 0 0 ' x 1 8 " @ 0 . 5 0 % ST-210 R=924.68 I=914.34 P-2 1 0 2 9 6 ' x 2 1 " @ 2 . 0 4 % ST-206 R=912.00 I=908.10 P-207 153'x 18" @ 2.00% ST-207 R=917.06 I=911.35 P-208 142'x 18" @ 0.50% ST-208 R=919.55 I=912.26 P-209 142'x 18" @ 0.50% ST-209 R=922.04 I=913.17 ST-110 R=924.25 I=913.79 P- 1 1 0 3 0 0 ' x 2 4 " @ 2 . 0 0 % ST-111 R=925.04 I=914.19 P-1 1 1 4 0 ' x 2 4 " @ 0 . 5 0 % P-1 1 2 7 1 ' x 2 4 " @ 0 . 5 0 % ST-112 R=926.24 I=914.71 P - 1 1 3 1 4 2 ' x 2 4 " @ 0 . 5 0 % ST-113 R=925.48 I=915.65 P-114 100'x 24" @ 0.50% ST-114 R=928.48 I=916.35 P- 1 1 5 1 1 4 ' x 1 5 " @ 1 . 1 7 % P-1 1 4 A 8 9 ' x 2 4 " @ 0 . 5 0 % ST-114A R=926.50 I=917.00P-116 72'x 15" @ 1.02% ST-115 R=928.23 I=920.46ST-116 R=930.01 I=921.94 P- 1 1 7 1 7 ' x 1 2 " @ 1 . 0 0 % ST-117 R=929.48 I=921.40 ST-302A R=924.47 I=922.00 P- 3 0 2 A 8 1 ' x 1 2 " @ 0 . 5 0 % ST-302 R=925.68 I=921.40 P- 3 0 2 8 0 ' x 1 8 " @ 0 . 2 5 % ST-301 R=924.89 I=921.00 P - 3 0 1 8 9 ' x 1 8 " @ 1 . 1 3 % FES-301 I=920.00 ST-106B R=920.00 I=916.85 P-106B 34'x 18" @ 0.50% ST-402 R=923.69 I=919.16 P-402 33'x 18" @ 0.25% ST-401 R=923.32 I=918.58P-401 32'x 18" @ 0.25% FES-401 I=919.00 ST-102B R=920.00 I=914.09 P-102B 35'x 24" @ 1.00% ST-303 R=927.10 I=921.82 P - 3 ( 5 3 ) 7 7 ' x 1 5 " @ 2 . 0 0 % ST-3 (72) R=928.90 I=923.55 P-2 0 6 1 2 8 ' x 2 4 " @ 0 . 2 5 % ST-3 (73) R=932.99 I=925.92 S-3 R=915.35 I=902.75 STUB-104A I=914.17 (18") 30671 C3-UTILITY DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - U T I L I T Y . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-21 UTILITY PLAN C3-21 UTILITY PLAN 300 30671 C3-21 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >> <II II> I I G G OE OE UE UE UT UT UTV OHL UTL FBO CONSTRUCT SANITARY AND WATER SERVICES TO WITHIN 5' OF BUILDING - CONTINUATION TO BUILDING BY MECHANICAL CONTRACTOR CONSTRUCT SANITARY AND WATER SERVICES TO WITHIN 5' OF BUILDING - CONTINUATION TO BUILDING BY MECHANICAL CONTRACTOR 8"x45° PVC BEND 8"x45° PVC BEND 8"x6" PVC TEE 8"x45° PVC BEND 8"x8" PVC TEE 8"x6" PVC TEE 8" P V C W A T E R M A I N 8" P V C W A T E R M A I N 8"x45° PVC BEND 8" PVC WATERMAIN 8"x45° PVC BEND 8"x8" PVC TEE 8" PVC WATERMAIN 12"x8" TEE 1 - 12" GV 1 - 8" GV 12"x8" TEE 1 - 12" GV 1 - 6" GV 12"x6" TEE 1 - 12" GV 1 - 6" GV 12" PVC WATERMAIN 8"x8" PVC TEE 8"x6" PVC TEE 6"x45° PVC BEND 5"x 7'-6" HYDRANT BREAK=930.72 5"x 7'-6" HYDRANT BREAK=930.52 5"x 7'-6" HYDRANT BREAK=931.07 5"x 7'-6" HYDRANT BREAK=923.39 5"x 7'-6" HYDRANT BREAK=919.17 5"x 7'-6" HYDRANT BREAK=913.52 8"x6" PVC TEE 5"x 7'-6" HYDRANT BREAK=926.17 EX 24" CMP CULVERT 6" SAN STUB 4" WATER SERVICE 6" SAN STUB RETAINING WALL 1" WATER SERVICE (TYP)4" SANITARY SERVICE (TYP) FDC CONNECTION FDC CONNECTION 12"x8" CROSS 1 - 12" GV 1 - 8" GV 1 - 6" GV 12" PVC WATERMAIN 12"X8" TEE 1 - 12" GV 1 - 8" GV 13 19 15 13 PRO P O S E D RAI N G A R D E N 2 100 Y R H W L = 922 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X X X X X X PROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58 POSE D B U I L D I N G PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 U U FO FO U FO OH L V OH L OH L OHL OHL OHL OHL OHL V OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L G G G G G G G G G G G G G G G G G FB O FBO FB O FBO FBO FBO FBO FBO FBO FBO FBO EX GGV G G G G G UTV UTV UTV UTV UTV UTV UTV FBO FBO FBO FB O FB O UE GGG UTV UTV UTV FBO G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L WI L K I N S O N L A K E B L V D CENTERVILLE RD 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 T/C=921.43 EX CB I=909.79 (30" RCP) W I=909.75 (30" RCP) E T/C=923.58 EX CB I=910.19 (30" RCP) W I=910.16 (30" RCP) E R=928.61 EX STM MH I=912.23 (12" RCP) E SANITARY I=912.21 (12" RCP) W SANITARY I=922.41 (12" RCP) N STORM I=921.46 (12" RCP) S STORM T/C=930.39 EX CB I=926.88 (12" RCP) E T/C=931.33 EX CB I=915.19 (30" RCP) W I=915.29 (30" RCP) S R=931.93 EX STM MH I=925.08 (12" RCP) S STORM I=924.92 (12" RCP) N STORM I=914.21 (12" RCP) E SANITARY I=914.12 (12" RCP) W SANITARY T/C=923.68 EX CB I=919.33 (12" RCP) S R=930.71 EX SAN MH I=918.46 (UNKNOWN" UNKNOWN) SW HARD TO SEE PIPE SEEMED LIKE AT LEAST A 12 I=918.26 (?" UNKNOWN) NE BIG? I=919.46 (UNKNOWN" PVC) W 8 OR 10 I=924.01 (8" PVC) W Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> <II <II <II <II <II <II <II <II <II <II <II <II <II <II <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 I I > > > > > >> >> > > >> >> >> >> >> >> >> >> >> >> >> >> > > >> > > > >>> >> >> >> >> >> >> >> >> >> >> >> >> X X X X X X 11 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 100 Y R H W L = 920 . 4 8 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 4 . 0 1 WILK I N S O N W A Y P-3 0 3 9 0 ' x 1 5 " @ 0 . 2 5 % 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 > > > > > >> >> > > >> >> >> >> >> >> >> >> >> >> >> >> > > >> > > > >>> >> >> >> >> >> >> >> >> >> >> >> >> ST-2 R=927.13 I=921.00 ST-108 R=929.54 I=923.50 ST-106 R=925.24 I=918.83 ST-106A R=926.56 I=919.48 ST-107 R=927.34 I=921.42 ST-105A R=923.03 I=916.48 ST-105 R=923.02 I=915.84 ST-104 R=921.56 I=913.92ST-102 R=921.37 I=913.03 ST-102A R=921.61 I=913.54 P-10 5 2 2 4 ' x 1 8 " @ 1 . 2 5 % P-104 1 3 7 ' x 2 4 " @ 1 . 2 5 % P-103 55'x 24" @ 1.25% P-106A 45'x 15" @ 1.00% P-105A 45'x 18" @ 1.00% P-108 1 6 6 ' x 1 5 " @ 1 . 2 5 % P-107 1 9 2 ' x 1 8 " @ 1 . 2 5 % P-2 31'x 1 2 " @ 3 . 2 6 % SP - 1 5 6 9 ' x 8 " @ 2 . 0 0 % S P - 8 9 2 ' x 8 " @ 1 . 5 0 % MH-7 R=923.05 I=907.73 SP - 7 9 8 ' x 8 " @ 1 . 5 0 % SP - 5 A 3 6 ' x 6 " @ 2 . 0 0 % STUB-5A I=908.92 S-5 R=923.01 I=907.70 SP-6 1 7 6 ' x 8 " @ 1 . 2 5 % SP-5 1 4 6 ' x 8 " @ 1 . 2 5 % SP-6A 70'x 6" @ 2.00% S-6 R=924.80 I=909.99 STUB-6A I=911.90 S-4 R=921.70 I=905.78 8" CAP I=919.14 SP-1 96 ' x 8 " @ 0 . 5 0 % ST-213 R=922.98 I=918.75 ST-302A R=924.47 I=922.00 P- 3 0 2 A 8 1 ' x 1 2 " @ 0 . 5 0 % ST-302 R=925.68 I=921.40 P- 3 0 2 8 0 ' x 1 8 " @ 0 . 2 5 % ST-301 R=924.89 I=921.00 P - 3 0 1 8 9 ' x 1 8 " @ 1 . 1 3 % FES-301 I=920.00 ST-106B R=920.00 I=916.85 P-106B 34'x 18" @ 0.50% ST-402 R=923.69 I=919.16 P-402 33'x 18" @ 0.25% ST-401 R=923.32 I=918.58 ST-108A R=925.85 I=923.93 P - 1 0 8 A 4 5 ' x 1 2 " @ 0 . 5 0 % STUB-104A I=914.17 (18") 30671 C3-UTILITY DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - U T I L I T Y . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-22 UTILITY PLAN C3-22 UTILITY PLAN 300 30671 C3-22 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >> <II II> I I G G OE OE UE UE UT UT UTV OHL UTL FBO PROPOSED 12" WATER MAIN 12" 45° BEND CONNECT TO EXISTING 8" WATER (VERIFY SIZE, DEPTH, AND LOCATION) 12"x6" TEE 1 - 12" GV 1 - 6" GV 12"x6" TEE 1 - 12" GV 1 - 6" GV 12"x8" TEE 1 - 12" GV 1 - 8" GV 12" PV C W A T E R M A I N 5"x 7'-6" HYDRANT BREAK= 5"x 7'-6" HYDRANT BREAK= 8"x8" PVC TEE 12"x8" TEE 1 - 12" GV 1 - 8" GV FUTURE INTERCONNECT VAULT FOR CONNECTION BETWEEN WHITE BREAR TOWNSHIP AND THE CITY OF LINO LAKES. VAULT TO BE CONSTRUCTED WITH DEVELOPMENT, BUT APPURTENCES WILL BE INSTALLED BY OTHERS IN THE FUTURE FUTURE STORM BY OTHERS (TYP) 12"X12" TEE 2 - 12" GV 12" 45° BEND CAP 12" WATERMAIN STUB >> OH L OH L OH L OH L OH L OH L OH L OH L OHL I=901.82 I=901.80 U G U G U OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L X AS H S T R E E W W W W W W <II <II <II <II <II <II <II <II <II <II <II WET WET WET W E T WE T W E T WET WET W E T WET WE T WE T WET WET WET W E T WE T W E T WET WET WE T WE T WET WET WET WE T 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> > > R=912.44 I=896.35 EX SAN MH I I I I I I I I I I I I I I I I I > > > > > >>>>>>> > >>>>> >> >> >> >>>>>> >> >> >> >> >> >> I >>>>>>>>>>>>>>>>>> >> >> > > >> >> >> >> >> >> >> >> >> >> >> I IIIIIIIIIII I I II > I I I I I I I I I I I I I I I I I I I WILKINSON WAY BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L1 B1 TOWNHOUSE FFE = 916.6 L2 B1 TOWNHOUSE FFE = 918.9 L3 B1 TOWNHOUSE FFE = 921.7 L4 B1 TOWNHOUSE FFE = 924.8 I I I I I I I I I I I I I I I I I > > > > > >>>>>>> > >>>>> >> >> >> >>>>>> >> >> >> >> >> >> I >>>>>>>>>>>>>>>>>> >> >> > > >> >> >> >> >> >> >> >> >> >> >> I IIIIIIIIIII I I II > I I I I I I I I I I I I I I I I I I I ST-202 R=917.95 I=904.68 ST-201 W/ SAFL BAFFLE SEE DETAIL SHEET C0-26 R=915.91 I=903.24 S=899.24 ST-203 R=915.00 I=906.75 ST-205 R=911.68 I=907.58 ST-204 R=911.68 I=907.31 FES-1 I=909.22 FES-1A I=908.98 FES-201 I=905.66 ST-202A R=917.95 I=907.26 ST-203A R=914.98 I=909.12 P-2 0 5 2 9 ' x 2 4 " @ 0 . 2 5 % P-204 145'x 3 0 " @ 0 . 2 5 % P-203 162'x 30" @ 0.15% P- 2 0 2 1 6 5 ' x 3 6 " @ 0 . 1 5 % P-2 0 1 1 3 1 ' x 3 6 " @ 0 . 1 5 % P- 2 0 2 A 2 9 ' x 2 4 " @ 2 . 0 0 % P- 2 0 3 A 2 9 ' x 2 4 " @ 1 . 0 0 % P-1 9 6 ' x 1 2 " @ 0 . 2 5 % 11 8 0 ' x 8 " @ 1 . 5 0 % MH-10 R=926.49 I=911.97 S-3A R=913.01 I=903.43 SP-3 89'x 8" @ 0.65 % S-2 R=920.90 I=900.77 SP-2 313'x 8" @ 0.60% SP - 1 1 8 3 ' x 8 " @ 1 . 2 5 % S-1 R=917.94 I=898.38 SP-1A 70'x 8 " @ 1 . 2 5 % CONNECT TO EXISTING STUB I=897.40 10 ' ST-206 R=912.00 I=908.10 P-207 153'x 18" @ 2.00% ST-207 R=917.06 I=911.35 P-208 142'x 18" @ 0.50% ST-208 R=919.55 I=912.26 P-209 142'x 18" @ 0.50% ST-209 R=922.04 I=913.17 ST-110 R=924.25 I=913.79 P- 1 1 0 3 0 0 ' x 2 4 " @ 2 . 0 0 % ST-111 R=925.04 I=914.19 P-1 1 1 4 0 ' x 2 4 " @ 0 . 5 0 % P-1 1 2 7 1 ' x 2 4 " @ 0 . 5 0 % P- 1 0 9 9 0 ' x 2 4 " @ 2 . 0 0 % FES-109 I=902.00 FES-4A I=904.50 FES-4 I=904.66 P-4 66'x 3 6 " @ 0 . 2 5 % P-2 0 6 1 2 8 ' x 2 4 " @ 0 . 2 5 % SP-3B 22'x 8" @ 0.65% STUB-3B I=904.09 S-3B R=915.72 I=903.85 S-3 R=915.35 I=902.75 30671 C3-UTILITY DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - U T I L I T Y . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-23 UTILITY PLAN C3-23 UTILITY PLAN 300 30671 C3-23 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >> <II II> I I G G OE OE UE UE UT UT UTV OHL UTL FBO EXISTING 8" SANITARY SEWER LINE EXISTING 8" WATERLINE 12"x6" TEE 1 - 12" GV 1 - 6" GV 12"x6" TEE 1 - 12" GV 1 - 6" GV 5"x 7'-6" HYDRANT BREAK=923.39 5"x 7'-6" HYDRANT BREAK=919.17 5"x 7'-6" HYDRANT BREAK=913.52 RETAINING WALL 1" WATER SERVICE (TYP)4" SANITARY SERVICE (TYP) SANITARY SEWER CAP 12"x8" CROSS 1 - 12" GV 1 - 8" GV 1 - 6" GV 12" PLUG 8" 45° BEND 8" 22.5° BEND CONNECT TO EXISTING WATER STUB 1 - 8" GV 8" 22.5° BEND 8" PVC WATERMAIN 12" PVC WATERMAIN 13 19 15 13 PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 2 . 1 6 PROP O S E D B U I L D I N G FFE = 925 BENCHMARK HYDRANT TNFH = 919.06 R=911.71 I=894.95? EX SAN MH R=919.88 I=893.60? EX OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L WI L K I N S O N L A K E B L V D W W W W W W W W W W W W <II <II <II <II <II <II I I I I I I I I I I I I WET WET WET WET WET WET WET WET W E T 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 I I I I I I I I I I I I I I I EM LS T/C=916.54 EX CB I=907.08 (30" RCP) S I=907.03 (30" RCP) NE T/C=919.33 EX CB I=908.50 (30" RCP) SW I=908.49 (30" RCP) E I=910.19 (18" RCP) S T/C=921.43 EX CB I=909.79 (30" RCP) W I=909.75 (30" RCP) E I=900.58 (30" RCP) W I THINK 30 I=900.88 (30" RCP) E I THINK 30 T/C=919.55 EX CB I=914.75 (12" RCP) S T/C=923.68 EX CB I=919.33 (12" RCP) S >> >> >> >> >> > > > > >> >> >> >> >> <II <II <II <II <II <II <II <II <II <II > > > > > > > >> > > > > > > > > > > > > > R=912.44 I=896.35 EX SAN MH 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 IIIIIII > > > >>> >> >> >> >> >> >> >> >> I I WILKINSON WAY 5 TOWNHOUSE 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PR O P O S E D RAIN G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 W PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 924 . 0 1 PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 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 IIIIIII > > > >>> >> >> >> >> >> >> >> >> I I ST-106 R=925.24 I=918.83 ST-105A R=923.03 I=916.48 ST-105 R=923.02 I=915.84 ST-104 R=921.56 I=913.92ST-102 R=921.37 I=913.03 ST-102A R=921.61 I=913.54 ST-101 W/ SAFL BAFFLE SEE DETAIL SHEET C0-26 R=917.15 I=905.41 SUMP=901.41 FES-201 I=905.66 FES-101 I=902.00 P-10 5 2 2 4 ' x 1 8 " @ 1 . 2 5 % P-104 1 3 7 ' x 2 4 " @ 1 . 2 5 % P-103 55'x 24" @ 1.25% P-105A 45'x 18" @ 1.00% P-102A 32'x 24" @ 1.00% P- 1 0 2 1 3 6 ' x 3 0 " @ 4 . 5 0 % P- 1 0 1 1 3 2 ' x 3 0 " @ 2 . 5 8 % P-107 1 9 2 ' x 1 8 " @ 1 . 2 5 % 11 8 0 ' x 8 " @ 1 . 5 0 % MH-10 R=926.49 I=911.97 SP - 1 5 6 9 ' x 8 " @ 2 . 0 0 % SP-9 1 6 3 ' x 8 " @ 1 . 5 0 % MH-8 R=924.42 I=909.31 S P - 8 9 2 ' x 8 " @ 1 . 5 0 % MH-7 R=923.05 I=907.73 SP - 7 9 8 ' x 8 " @ 1 . 5 0 % MH-15 R=925.33 I=910.91 S P - 5 A 3 6 ' x 6 " @ 2 . 0 0 % STUB-5A I=908.92 S-5 R=923.01 I=907.70 SP-6 1 7 6 ' x 8 " @ 1 . 2 5 % SP-5 1 4 6 ' x 8 " @ 1 . 2 5 % SP-6A 70'x 6" @ 2.00% S-6 R=924.80 I=909.99 S-4 R=921.70 I=905.78 SP-4 393'x 8" @ 1.25% SP - 1 1 8 3 ' x 8 " @ 1 . 2 5 % S-1 R=917.94 I=898.38 SP-1A 70'x 8 " @ 1 . 2 5 % CONNECT TO EXISTING STUB I=897.40 10 ' P-209 142'x 18" @ 0.50% ST-209 R=922.04 I=913.17 ST-110 R=924.25 I=913.79 P- 1 1 0 3 0 0 ' x 2 4 " @ 2 . 0 0 % ST-111 R=925.04 I=914.19 P-1 1 1 4 0 ' x 2 4 " @ 0 . 5 0 % P-1 1 2 7 1 ' x 2 4 " @ 0 . 5 0 % ST-112 R=926.24 I=914.71 P- 3 0 2 8 0 ' x 1 8 " @ 0 ST-301 R=924.89 I=921.00 P - 3 0 1 8 9 ' x 1 8 " @ 1 . 1 3 % FES-301 I=920.00 ST-106B R=920.00 I=916.85 P-106B 34'x 18" @ 0.50% ST-402 R=923.69 I=919.16 P-402 33'x 18" @ 0.25% ST-401 R=923.32 I=918.58P-401 32'x 18" @ 0.25% FES-401 I=919.00 ST-102B R=920.00 I=914.09 P-102B 35'x 24" @ 1.00% ST-109 W/ SAFL BAFFLE SEE DETAIL SHEET C0-26 R=920.60 I=902.45 SUMP=898.45 P- 1 0 9 9 0 ' x 2 4 " @ 2 . 0 0 % FES-109 I=902.00 FES-4A I=904.50 FES-4 I=904.66 P-4 66'x 3 6 " @ 0 . 2 5 % FES-6A I=902.50 P-6 A 3 3 ' x 2 4 " @ 0 . 0 0 % OCS-2 R=908.00 I=901.00 P-6 3 3 ' x 3 0 " @ 0 . 9 2 % FES-6 I=900.70 STUB-104A I=914.17 (18") STUB-101A I=905.67 (18") 30671 C3-UTILITY DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - U T I L I T Y . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-24 UTILITY PLAN C3-24 UTILITY PLAN 300 30671 C3-24 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >> <II II> I I G G OE OE UE UE UT UT UTV OHL UTL FBO EXISTING 8" SANITARY SEWER LINE EXISTING 8" WATERLINE EXISTING 8" SANITARY SEWER LINE EXISTING 8" WATERLINE 12"x6" TEE 1 - 12" GV 1 - 6" GV 5"x 7'-6" HYDRANT BREAK=923.39 1" WATER SERVICE (TYP)4" SANITARY (TYP) 12"x6" TEE 1 - 12" GV 1 - 6" GV 12"x8" TEE 1 - 12" GV 1 - 8" GV 5"x 7'-6" HYDRANT BREAK=8"x8" PVC TEE 12"x8" TEE 1 - 12" GV 1 - 8" GV PROPOSED STORMWATER RE-USE IRRIGATION WELLCONNECT TO EXISTING WATER STUB 1 - 8" GV8" PVC WATERMAIN 12" PVC WATERMAIN 8" WATER SERVICE STUB 8" WATER SERVICE PLUG 6" WATER SERVICE PLUG 8" WATER SERVICE STUB 13 19 15 13 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 922. 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY XX X X 5 11 X X X X X PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PR O P O S E D RA I N G A R D E N 3 100 Y R H W L = 920 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 W PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 924 . 0 1 WILKIN S O N W A Y PROPOSED BASIN 1 NWL = 904.50100 YR HWL = 909.08 BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO UFO FO U UFO MB OH L V OH L OHL OHL V OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL G G G G G G G G G G G FB O FB O FBO FBO FBO FBO FBO FBO FBO FBO FBO EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- EX GGV GG UTV UTV UTV FBO FB O G UTV OH L OH L OH L OH L G G G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL EX SB-st-13 U U G U U U G U G U OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L V G G WI L K I N S O N L A K E B L V D CENTERVILLE RD AS H S T R E E T W W W W W W E T WET WET WET WET WET <II <II <II <II <II II I 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 WET WE T WET W E T WET WET WET WE T WET WE T WET WET WET WET WE T 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 EM LS Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> > > >> >> >> >> >> >> >> >> >> <II <II <II <II <II <II <II <II <II > > >> > > > > > > > > > 900 898 902 904 906 908 920 918 922 924 910 902 904 906 908 9 2 0918 926 928 930 924 926 928 9 1 2 9 2 2 9 2 4 924 924 92 2 91 6 91 8 1.47 m p h Faste s t L i n e E n t r y S p e e d t o o l a r g e Sout h L e g ( S o u t h ) West L e g ( W e s t ) North L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t > 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 IIIII I I I I I I I > > > >> > > > >>>>>> >> >> > > >> >> >> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> > >>> >> >> >> >> I I I I I I I I I 920914916918922 924 900 910 896898 902904906 908 91291 2912 920914 916 918 922 92 2 924 924 92 0 92 2 92 4 92 6 900 91 0 896 8 9 8 8 9 8 902 906 902 91 0 916 918 932 910 904900898 902 908 908 906 910906908912 914 9 1 0 91 6 92 0 92 2 9 2 4 92 0 916 924 922 924 9 2 6 92 8 924926926 922 920 924 920 926 91 4 92 0 92 6 920 922 924 926 920 916 922 924 924 30671 C4-GRADING-OVERALL DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 4 - G R A D I N G - O V E R A L L . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C4-10 OVERALL GRADING PLAN C4-10 OVERALL GRADING PLAN 300 30671 C4-10 MINNESOTALINO LAKES 0 SCALE IN FEET ##### DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 EXISTING CONTOUR (TYP) PROPOSED CONTOUR (TYP) C4-13 C4-11 C4-12 C4-14 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY X X X X X X X X X X 5 11 X X X X X X X X X X X X BUILDING A FFE = 934 LFE = 923 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 CLU B H O U S E FFE = 927 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 10 0 Y R H W L = 920 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 4 . 0 1 FO U UFO MB OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL G G G G G G G FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO U OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL U U G U OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L V >> G G G G G CENTERVILLE RD AS H S T R E E T NO R T H O A K S F A R M S I N C 35 - 3 1 - 2 2 - 3 3 - 0 0 0 2 CO U N T Y O F A N O K A 61 0 1 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 2 - 0 0 0 4 BIRC H E R A L E C 1613 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 8 35-3 1 - 2 2 - 3 2 - 0 0 0 5 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 922 . 1 6 32 X X X X X X X X PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 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 I IIIIIIIIII I I I I I I I I I I I I I I I I I I I I > > > > > > > > > >>>>> > > > > > > > > > >>>>>>>>>>>>>>>>>> >> >> >> >>>> > > > > > > >> >> >> >> >> >> >> > > >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > I IIIIIIIIIIIIIII I I II >> >> >> > I I 1.47 m p h Fast e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nort h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t ST-105A T/C=923.03 ST-105 T/C=923.02 ST-104 R=921.56 ST-102 T/C=921.37 ST-102A T/C=921.61 ST-202 T/C=917.95 ST-202A T/C=917.95 ST-203 T/C=915.00 ST-203A T/C=914.98 MH-13 R=932.49 MH-18 R=932.16 MH-19 R=931.94 MH-17 R=928.73 MH-10 R=926.49 MH-16 R=926.52 MH-15 R=925.33 MH-12 R=926.25 MH-8 R=924.42 MH-7 R=923.05 S-5 R=923.01 S-4 R=921.70 S-2 R=920.90S-3 R=915.35 S-3A R=913.01 922 923 924 9 2 0 91 7 918 91 9 925 926 927 928 9 2 9 9 2 1 9 2 2 925 9 2 3 9 2 4 925 925 924 924 9 2 1 92 2 92 3 91 5 91 6 91 7 91 8 9 1 9 922 923 915 920 913 914 91 6 91 7 9 1 8 919 921 922 923 922 930 928 929 915 913 914 917 920 921 923 92 0 93 0 930 916 91 6 91 8 92 2 92 292 2 92 4 92 4 92 4 92 6 92 6 92 6 92 8 92 8 92 8 93 2 93 2 930 928 928 929 931 932 927 92 5 923 924 926 925 923 924 925 922 923 924 920 921 922 923 920 917 918 919 921 91 5 91 4 91 6 91 7 91 8 920919 921 922 924 926 925 922 922 923 923 924 926 93 0 920918 919 921 922 923 -2.7% -3.2% -3 . 2 % -4 . 3 % -1. 4 % -1. 5 % -1.3 % -2.4 % -2.8% -3 . 9 % - 5 . 3 % -2. 9 % -3 . 0 % -8 . 2 % -4.7% -9.0% -8 . 7 % -0 . 9 % -1.5% -1 . 5 % -25.0% -2 5 . 0 % -1 6 . 9 % -2 0 . 9 % -15.5% -15.5% -27.2% -2 . 3 % -31.4% -2 2 . 7 % -1 6 . 6 % - 1 4 . 3 % -2.7% -1.9% -11 . 4 % -2 0 . 1 % -0 . 4 % -8.5% -6.5% -2 . 0 % -9 . 1 % -1 1 . 3 % -1 1 . 4 % -1 3 . 6 % -5 . 3 % -24.8% -0.9% -0.4% 922.95 927.05 931.19 9 3 2 . 1 3 93 0 . 7 5 930.35 930. 8 4 930. 8 3929.40 925.46 927.42 929.88 930.43 931.99 929.99 930.40 930.19 930.19 929. 9 7 929. 4 7 929.9 5 930.50 930.95 929.65 933.38 933.61 93 3 . 7 5 933.50 930.74 930.51 929.49 929.42 928.00 931.7 6 92 8 . 0 0 9 2 6 . 7 8 9 2 7 . 0 4 927.40 926.89 927.65 927.5 0 928.94 928.64 931.42 930.62 929.98 928.78 929.38 933. 3 0 931.64 928.98 929. 2 4 929.96 930.50 930. 7 3 931 . 1 1 930.62 929.86 929.25 930.6 3 930.5 1 9 2 9 . 9 4 932.26 929.3 5 92 9 . 0 4 930.81930. 4 5 930 . 3 8 932.98 932.22 93 2 . 6 8 932.21 931.63 931.64 931.3 5 93 1 . 0 5 930.9 6 9 3 1 . 4 6 929 . 0 3 930.47 930.24 933.67 932.35 933.27 933.34 932.68 928 . 9 6 930.15 9 2 3 . 5 0 928.00 92 8 . 0 0 925.38 925.38 928.00928.0 0 925.06925 . 0 6 928.00928.00 9 3 4 . 0 0 9 3 4 . 0 0 932.7 5 93 4 . 0 0 93 4 . 0 0 928.00 926.94 922.00 926.56 929.41 9 2 9 . 4 1 923.95 9 2 8 . 3 2 92 8 . 4 0 9 2 8 . 7 4 928.53 928.00 928.00 928.00 928.00 92 8 . 0 0 927 . 7 9 925.52 9 2 7 . 8 4 92 8 . 0 0 932.59 932.75 93 4 . 0 0 933 . 9 5 934.00 934.00 928 . 5 5 927 . 9 8 927.61 928.6 2927. 8 8 927.80 926.76 926.84 9 2 7 . 4 0 928 . 0 0 918. 6 6 918. 6 3 918 . 6 5 921 . 1 3 918 . 1 6 921. 1 4 920 . 6 4 923 . 6 1 923 . 6 2 923 . 1 3 925 . 3 5 925 . 3 5 924 . 8 6 925 . 3 6 925. 3 6 924 . 2 9 925 . 3 6 925 . 3 6 925 . 3 6 925 . 3 6 923 . 6 3 921 . 1 4 923 . 6 3 921 . 1 4 918 . 6 6 9 2 6 . 0 1 92 6 . 1 9 925 . 8 0 925.5 3 926.03 925.72 932.30 929.33929.97 931.50 925.94 926.62 926.11 926.12 925.78 925.37 925.00 924.61 923.32 923.04 924.07 T / W 924.00 T / W 923.00 T / W 917.00 920.00 922.07 923.86 T / W 930.40 T / W 928.79 T / W 925.08 T / W 920.77 926.79 927.40 920.60 928.73 92 2 . 9 8 920.95 912 . 0 0 9 2 7 . 3 0 9 2 8 . 5 7 926 . 0 6 92 7 . 6 4 930. 3 9 925.99 927.6 6 926.98 924.96 9 2 5 . 5 3 9 2 5 . 8 2 926.63 923. 0 0 926.36 926.33 92 6 . 8 6 9 2 6 . 8 8 926.8 3 927. 0 0 927 . 0 0 92 7 . 0 0 92 7 . 0 0 927.00 926.9 2 927.04 926.9 2 92 6 . 9 2 926.52 926.47 927.18 926 . 9 6 926 . 8 2 926.84 926.5 8 926 . 4 5 926 . 8 3 92 5 . 7 2 92 5 . 5 8 931. 7 4 T / W 928.7 9 B / W 932. 4 0 T / W 930.1 8 B / W 93 1 . 5 9 T / W 9 3 0 . 0 9 B / W 93 1 . 7 4 T / W 9 2 8 . 9 1 B / W 93 3 . 8 0 T / W 9 3 3 . 3 0 B / W 931. 7 4 T / W 928. 8 6 B / W 932. 4 5 T / W 930. 5 7 B / W 93 3 . 9 0 T / W 93 3 . 4 0 B / W 9 3 1 . 7 4 T / W 9 2 8 . 8 6 B / W 928. 2 4 T / W 927. 7 4 B / W 929 . 0 0 T / W 923 . 0 0 B / W 929.00 T/W 923.00 B/W 928.00 T/W 923.00 B/W 92 8 . 0 0 T / W 92 3 . 0 0 B / W 93 2 . 5 0 T / W 92 3 . 0 0 B / W 933.0 0 T / W 923. 0 0 B / W 928.00 T/W 923.00 B/W 923 . 3 9 923 . 4 9 923.65 923 . 3 0 923 . 0 5 922 . 8 7 922.44 923 92 9 9 2 5 9 2 6 92 7 92 8 928.51 929. 6 1 929 . 4 0 927.94 930.08930.08 930.08 930.08 929.20 929.20 927.79 922 92 4 30671 C4-GRADING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 4 - G R A D I N G . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C4-11 GRADING PLAN C4-11 GRADING PLAN 300 30671 C4-11 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500PROPOSED CONTOUR (TYP) EXISTING CONTOUR (TYP) GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION PROPOSED TOP OF RETAINING WALL (T/W) AND BOTTOM OF RETAINING WALL (B/W) SURFACE GRADE / DIRECTION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. 101 100 101 100 XXX X . X X XXX . X X XXX . X X XX X . X X T / W XX X . X X B / W -X.X% 3' WIDE CURB CUT 3' WIDE CURB CUT X X X X X X 11 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 100 Y R H W L = 920 . 4 8 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 4 . 0 1 WILK I N S O N W A Y U U FO FO U FO OH L V OH L OH L OHL OHL OHL OHL OHL V OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L G G G G G G G G G G G G G G G G G FB O FBO FB O FBO FBO FBO FBO FBO FBO FBO FBO EX SB- EX GGV G G G G G UTV UTV UTV UTV UTV UTV UTV FBO FBO FBO FB O FB O UE GGG UTV UTV UTV FBO G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L WI L K I N S O N L A K E B L V D CENTERVILLE RD 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 Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> <II <II <II <II <II <II <II <II <II <II <II <II <II <II <II > > > > > OM E S O F N O R T H O A K S I N C 13 19 15 13 PRO P O S E D RAI N G A R D E N 2 100 Y R H W L = 922 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X X X X X X PROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58 POSE D B U I L D I N G PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 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 > > > > > >> >> > > >> >> >> >> >> >> >> >> >> >> >> >> > > >> > > > >>> >> >> >> >> >> >> >> >> >> >> >> >> ST-108 T/C=929.54 ST-2 R=927.13 ST-106A T/C=926.56 ST-106 T/C=925.24 ST-107 T/C=927.34 ST-105A T/C=923.03 ST-105 T/C=923.02 ST-104 R=921.56 S-6 R=924.80 MH-7 R=923.05 S-5 R=923.01 S-4 R=921.70 922 923 924 926 927 928 9 2 9 925 930 924 926 927 928 929 931 925 925 924 924 92 1 921 92 2 92 2 92 3 924 925 924 926 927 928 922 923 92 0 92 5 9 2 1 92 2 9 2 3 9 2 4 92 6 920 920920 91 9 921 922 92 5 92 3 92 4 92 6 927 92 8 92 9 9 2 992 9 930 928 929 92 5 923 924 926 931931 931 932 932932 933934 -8 . 7 % -0 . 9 % -1 . 5 % -2 5 . 0 % -2 0 . 1 % -0 . 4 % -8.5% -6.5% -2 . 0 % -24.8% -1.1% -1.0% -0.9% -1.1% -1.1 % -1.1 % -0.9% -0.4% 2 . 3 % 9 2 3 . 5 0 926.94 922.00 926.56 929.41 9 2 9 . 4 1 923.95 9 2 8 . 3 2 92 8 . 4 0 9 2 8 . 7 4 928.53 ??? ??? 926.62 926.11 926.12 925.78 925.37 925.00 923.32 923.04 92 2 . 9 8 923. 0 0 926.33 926.8 3 9 2 5 . 9 3 9 2 6 . 2 9 9 2 5 . 5 3 9 2 5 . 3 3 926.91 927. 6 0 928.90 929.34 927.90 923 . 3 9 923 . 4 9 923.65 923 . 3 0 923 . 0 5 922 . 8 7 922.44 921 . 8 0 921 . 9 6 921.56 921.91 9 2 1 . 4 7 9 2 1 . 2 3 9 2 1 . 5 2 9 2 1 . 3 8 9 2 2 . 5 8 9 2 2 . 4 7 922. 5 9 922 . 6 7 922.19 921.71 9 2 2 . 0 7 9 2 1 . 9 8 9 2 2 . 2 6 9 2 1 . 9 6 925 921 921 922 922 923 923 924 92 292 392 4 9 2 0 9 2 1 92 2 9 2 3 9 2 4 92 2 923 922 923 9 2 5 . 0 0 9 1 4 . 0 0 9 1 4 . 0 0 9 1 4 . 0 0 914.00 924.50 925.00 925.00 924.50 924.50 924.5 0 925.0 0 925.0 0 925.0 0 925.0 0 925.0 0 930 928 929 926 927 928 93 092 9 93 1 9 3 2 9 3 0 9 2 9 9 3 1 9 3 2 93 0 92 9 92 9 93 1 93 2 93 3 93 4 93 4 930 928 929 931 926 927 928 928 92 9 930 9 3 0 9 3 0 93 1 93 2 9 3 3 93 3 93 3 93 4 9 2 5 9 2 6 92 7 92 8 9 3 0 929 93 1 93 2 9 3 3 928 928.51 933.95 934.32 934 . 3 2 9 3 3 . 5 1 934.09 933.87 933.57 934.04 929. 6 1 929 . 4 0 927.94 930.08930.08 930.08 930.08 929.20 929.20 928. 8 6 92 8 . 8 6 92 8 . 7 0 928.64 928. 7 0 928.65 92 8 . 8 0 92 8 . 8 9 928. 8 6 93 1 . 5 4 93 2 . 7 9 92 9 . 1 0 9 2 8 . 1 4 9 2 7 . 3 3 93 1 . 9 8 928.3 9 928.9 3 929.1 0 928.8 0 932 . 0 2 931 . 9 8 934 . 0 1 934 . 0 2 93 3 . 4 8 92 8 . 7 8 92 8 . 7 1 92 9 . 2 0 92 9 . 3 0 933.4 2 933.3 0 932.9 4 932.9 8 928.8 8 928.9 1 928.6 1 928.6 4 9 2 7 . 5 4 93 1 . 8 6 932.2 6 933.2 2 932 . 4 3 928 . 9 2 928.85 929.58 92 9 . 5 8 9 2 9 . 5 8 929.5 8 929.53 929. 4 1 928. 7 4 929. 0 3 927.79 928.50 928.5 0 93 4 . 5 2 934.5 2 934.52 934.52 934.52 934.52 93 4 . 5 2 934.5 2 934.5 2 922 92 4 30671 C4-GRADING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 4 - G R A D I N G . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C4-12 GRADING PLAN C4-12 GRADING PLAN 300 30671 C4-12 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 PROPOSED CONTOUR (TYP) EXISTING CONTOUR (TYP) GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION PROPOSED TOP OF RETAINING WALL (T/W) AND BOTTOM OF RETAINING WALL (B/W) SURFACE GRADE / DIRECTION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. 101 100 101 100 XXX X . X X XXX . X X XXX . X X XX X . X X T / W XX X . X X B / W -X.X% WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. PROPOSED CONTOUR (TYP) WILKINSON WAY BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L1 B1 TOWNHOUSE FFE = 916.6 L2 B1 TOWNHOUSE FFE = 918.9 L3 B1 TOWNHOUSE FFE = 921.7 L4 B1 TOWNHOUSE FFE = 924.8 EX SB-st9 EX SB-st5 EX SB-st3 EX SB- >> OH L OH L OH L OH L OH L OH L OH L OH L OHL U G U G U OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L X AS H S T R E E W W W W W W <II <II <II <II <II <II <II <II <II <II <II WET WET WET W E T WE T W E T WET WET W E T WET WE T WE T WET WET WET W E T WE T W E T WET WET WE T WE T WET WET WET WE T 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 NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 8 WO O D S T R O M , J E R R Y A 15 9 1 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 1 SAG D A L E N A L A N D & N A T A L I E R 1601 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 7 > > > I I I I I I I I I I I I I I I I I > > > > > >>>>>>> > >>>>> >> >> >> >>>>>> >> >> >> >> >> >> I >>>>>>>>>>>>>>>>>> >> >> > > >> >> >> >> >> >> >> >> >> >> >> I IIIIIIIIIII I I II > I I I I I I I I I I I I I I I I I I I ST-202 T/C=917.95 ST-202A T/C=917.95 ST-201 R=915.91 ST-203 T/C=915.00 ST-203A T/C=914.98 ST-205 T/C=911.68 ST-204 T/C=911.68 FES-1 R=910.53 FES-1A R=910.29 FES-201 R=909.14 MH-10 R=926.49 S-2 R=920.90 S-1 R=917.94 S-3 R=915.35 S-3A R=913.01 905 910 902 903 904 906 907 908 909 9 1 1 9 1 2 9 1 3 9 2 1 92 2 92 3 91 5 91 6 91 7 91 8 9 1 9 915 920 913 914 91 6 91 7 9 1 8 919 921 922 923 915 913 914 916 917 918 920 921 923 924 91 0 90 9 91 1 910 911 915 906909912 918 906906 906 909 909 909 909 9 0 9 915 906 909 912 918 921 903 906 909 925 922 923 924 920 921 922 923 920 917 918 919 921 91 5 91 4 91 6 91 7 91 8 920919 921 922 924 -9.0% -1 6 . 9 % -2 0 . 9 % -15.5% -9 . 1 % -1 1 . 3 % -1 1 . 4 % -1 3 . 6 % -5 . 3 % -1 3 . 6 % -2 3 . 9 % -2 5 . 8 % -33 . 2 % -2 4 . 1 % -1 0 . 0 % -1 6 . 3 % -1 6 . 1 % -6 . 3 % -1 6 . 9 % -7 . 0 % -5 . 6 % -6 . 3 % -6 . 7 % -16.2% -27.1% 900 901 902 900 905 898 899 901 902 903 904 900 896 897 898 899 927 . 7 9 925.52 9 2 7 . 8 4 92 8 . 0 0 932.75 93 4 . 0 0 934.00 928 . 5 5 927 . 9 8 9 2 7 . 4 0 928 . 0 0 91 6 . 6 3 91 6 . 6 3 9 1 3 . 4 4 91 5 . 1 3 9 1 4 . 6 4 9 1 6 . 6 3 9 1 5 . 0 1 9 1 9 . 4 5 9 1 7 . 8 0 9 2 2 . 2 8 9 1 9 . 8 6 9 2 2 . 2 8 9 2 0 . 6 4 9 2 4 . 4 4 9 2 4 . 4 4 9 2 2 . 4 4 9 2 4 . 4 4 9 2 0 . 8 5 9 1 4 . 8 8 9 1 4 . 0 1 9 1 8 . 2 0 91 8 . 6 1 9 1 6 . 5 5 9 2 0 . 4 4 9 2 0 . 4 4 9 1 9 . 3 9 8 9 9 . 4 2 899.30 9 0 1 . 3 6 901.24 9 1 1 . 8 3 9 1 1 . 7 1 9 1 2 . 3 4 9 1 2 . 3 7 9 1 2 . 4 6 9 1 2 . 4 9 92 1 . 7 2 92 4 . 4 4 92 4 . 4 4 92 3 . 8 9 92 4 . 4 4 91 6 . 6 3 91 6 . 1 0 91 9 . 4 5 91 8 . 8 9 92 2 . 2 8 91 9 . 4 5 9 2 2 . 2 8 918 . 6 6 918 . 6 3 918 . 6 5 921 . 1 3 918 . 1 6 921. 1 4 920 . 6 4 923 . 6 1 923. 6 2 923. 1 3 925 . 3 5 925. 3 5 924. 8 6 925 . 3 6 925. 3 6 925 . 3 6 925 . 3 6 923. 6 3 921. 1 4 923 . 6 3 921 . 1 4 918 . 6 6 925. 5 3 926.03 924.07 T / W 924.00 T / W 923.00 T / W 917.00 920.00 922.07 912 . 0 0 9 2 3 . 0 1 T / W 9 2 2 . 8 7 B / W 9 2 2 . 9 9 T / W 9 1 3 . 4 5 B / W 9 2 3 . 0 0 T / W 9 1 8 . 7 1 B / W 9 1 4 . 8 5 B / W 9 2 1 . 3 7 T / W 9 2 5 . 5 3 9 2 5 . 8 2 926.63 931. 7 4 T / W 928. 8 6 B / W 932. 4 5 T / W 930. 5 7 B / W 9 3 3 . 9 0 T / W 93 3 . 4 0 B / W 9 3 1 . 7 4 T / W 9 2 8 . 8 6 B / W 928. 2 4 T / W 927. 7 4 B / W 929.00 T/W 923.00 B/W 928.00 T/W 923.00 B/W 908 . 4 5 T / W 908 . 1 5 B / W 911 . 7 9 T / W 911 . 7 9 B / W 913 . 2 3 T / W 904 . 6 2 B / W 914 . 4 2 T / W 904 . 4 3 B / W 912 . 5 1 T / W 905 . 4 8 B / W 9 1 0 . 0 0 909. 5 0 9 1 2 . 1 9 912.19 914.3 8 914 . 3 8 FES-4 R=908.14 FES-4A R=907.98 30671 C4-GRADING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 4 - G R A D I N G . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C4-13 GRADING PLAN C4-13 GRADING PLAN 300 30671 C4-13 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION PROPOSED TOP OF RETAINING WALL (T/W) AND BOTTOM OF RETAINING WALL (B/W) SURFACE GRADE / DIRECTION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. 101 100 101 100 XXX X . X X XXX . X X XXX . X X XX X . X X T / W XX X . X X B / W -X.X% PROPOSED CONTOUR (TYP) EXISTING CONTOUR (TYP) EXISTING FLOODPLAIN PER FEMA WILKINSON LAKE OHWL ELEV. 895.2 30" WETLAND BUFFER 30' WETLAND BUFFER 30' WETLAND BUFER EXISTING MANGE 2 WETLAND EXISTING MANGE 2 WETLAND WILKINSON WAY 5 TOWNHOUSE 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PR O P O S E D RAIN G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 W PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 924 . 0 1 PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 BENCHMARK HYDRANT TNFH = 919.06 OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L WI L K I N S O N L A K E B L V D W W W W W W W W W W W W <II <II <II <II <II <II I I I I I I I I I I I I WET WET WET WET WET WET WET WET W E T 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 I I I I I I I I I I I I I I I AP P R O X . O R D I N A R Y HIG H W A T E R L E V E L 89 5 . 2 EM LS >> >> >> >> >> > > > > >> >> >> >> >> <II <II <II <II <II <II <II <II <II <II > > > > > > > >> > > > > > > > > > > > > > 13 19 15 13 PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 2 . 1 6 PROP O S E D B U I L D I N G FFE = 925 EO F 90 9 . 2 5 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 IIIIIII > > > >>> >> >> >> >> >> >> >> >> I I ST-106 T/C=925.24 ST-105A T/C=923.03 ST-105 T/C=923.02 ST-104 R=921.56 ST-102 T/C=921.37 ST-102A T/C=921.61 ST-101 R=917.15 FES-101 R=904.94 MH-10 R=926.49 MH-15 R=925.33 S-6 R=924.80 MH-8 R=924.42 MH-7 R=923.05 S-5 R=923.01 S-4 R=921.70 S-2 R=920.90 S-1 R=917.94 900 905 897 898 899 901 902 903 904 906 907 908 920 917 918 919 921 922 923 924 910 906 907 908 909 925 924 925 924 9 2 1 92 2 92 3 92 1 921 922 92 2 92 3 924 925 924 922 923 92 0 92 5 92 1 9 2 2 92 3 9 2 4 92 6 920 920920 91 9 921 922 92 6 921 922 923 922 923 924 906 909 909 909 9 0 9 915 906 909 912 918 921 903 906 909 918921924 900 897 903 906 909 912 9 1 8 92 1 92 4 92 5 923 924 925 923 924 925 922 923 924 922 924 926 -9.0% - 0 . 9 % -1.5% -1 . 5 % -25.0% -2 5 . 0 % -1 6 . 9 % -2 . 0 % -9 . 1 % -5 . 3 % -24.8% -1.1% -1.1 % -1.1 % -0.9% -0.4% -1 3 . 6 % -2 3 . 9 % -33 . 2 % -2 4 . 1 % -1 0 . 0 % -1 6 . 3 % -1 6 . 1 % -6 . 3 % -1 6 . 9 % -5 . 6 % -46 . 8 % -20. 9 % 1.9 % - 2 9 . 7 % - 1 3 . 0 % - 4 8 . 0 % -29.0% -14.9% -1 0 . 4 % -4 . 0 % -3 . 0 % 900 896 897 898 899 928 . 5 5 927 . 9 8 9 2 7 . 4 0 928 . 0 0 9 2 0 . 6 4 9 2 4 . 4 4 9 2 4 . 4 4 9 2 2 . 4 4 9 2 4 . 4 4 9 2 0 . 8 5 9 1 9 . 3 9 901.24 9 1 1 . 8 3 9 1 1 . 7 1 9 1 2 . 3 4 9 1 2 . 3 7 9 1 2 . 4 6 9 1 2 . 4 9 913.00 912.88 914. 8 3 914.8 0 920.5 6 9 2 4 . 4 4 9 2 3 . 1 9 9 2 1 . 7 2 9 2 4 . 4 4 9 2 4 . 4 4 9 2 3 . 8 9 9 2 4 . 4 4 9 2 4 . 4 4 913.8 6 912.1 3 912 . 3 1 91 4 . 0 8 91 8 . 1 7 916 . 6 3 91 6 . 9 4 916 . 0 2 91 2 . 7 5 911 . 0 4 911.0 2 910.7 9 923 . 6 2 923. 1 3 925 . 3 5 925. 3 5 924 . 8 6 925. 3 6 925 . 3 6 924 . 2 9 925 . 3 6 925. 3 6 925. 3 6 925 . 3 6 923. 6 3 ??? 9 2 6 . 0 1 926 . 1 9 925 . 8 0 925. 5 3 926.03 925.72 925.78 925.37 925.00 924.61 923.32 923.04 924.07 T / W 922.07 9 2 3 . 0 1 T / W 9 2 2 . 8 7 B / W 9 2 2 . 9 9 T / W 9 1 3 . 4 5 B / W 9 2 3 . 0 0 T / W 9 1 8 . 7 1 B / W 9 1 9 . 8 1 T / W 9 1 4 . 9 8 B / W 9 1 4 . 8 5 B / W 9 2 1 . 3 7 T / W 9 2 0 . 6 3 T / W 9 1 9 . 1 9 B / W 9 1 6 . 3 6 B / W 9 2 0 . 1 7 T / W 9 2 5 . 5 3 9 2 5 . 8 2 926.63 926.9 2 927.04 926 . 8 2 926.84 926.5 8 926 . 4 5 92 5 . 7 2 92 5 . 5 8 9 2 5 . 5 3 931. 7 4 T / W 928. 8 6 B / W 932. 4 5 T / W 930. 5 7 B / W 9 3 1 . 7 4 T / W 9 2 8 . 8 6 B / W 928. 2 4 T / W 927 . 7 4 B / W 929.00 T/W 923.00 B/W 928.00 T/W 923.00 B/W 9 1 0 . 0 0 909. 5 0 FES-4 R=908.14 FES-4A R=907.98 922 . 9 1 923 . 3 9 923 . 4 9 923.65 923 . 3 0 923 . 0 5 922 . 8 7 922.44 921 . 8 0 921 . 9 6 921.56 921.91 9 2 1 . 4 7 9 2 1 . 2 3 9 2 1 . 5 2 9 2 1 . 3 8 9 2 2 . 5 8 9 2 2 . 4 7 922. 5 9 922 . 6 7 922.19 921.71 9 2 2 . 0 7 9 2 1 . 9 8 9 2 2 . 2 6 9 2 1 . 9 6 925 921 921 922 922 923 923 924 92 292 3924 92 0 9 2 1 9 2 2 9 2 3 9 2 4 92 2 923 922 923 924 924 9 2 5 . 0 0 9 1 4 . 0 0 9 1 4 . 0 0 9 1 4 . 0 0 914.00 924.50 925.00 925.00 924.50 924.50 924.5 0 924.50 924.50 924.50 924.75 924.50924.75 924.50924.75 924.75 92 4 . 7 5 92 4 . 7 5 92 4 . 7 5 92 4 . 7 5 92 4 . 7 5 92 4 . 8 0 92 4 . 7 5 924.75 924.7 5 924.75 924.75 924.7 5 924.7 5 924.7 5 924.7 5 924.7 5 924.7 5 925.0 0 925.0 0 925.0 0 925.0 0 925.0 0 925.0 0 928.50 FES-6A R=904.90 FES-6 R=903.64 OCS-2 T/C=908.00 922 92 4 30671 C4-GRADING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 4 - G R A D I N G . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C4-14 GRADING PLAN C4-14 GRADING PLAN 300 30671 C4-14 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 PROPOSED CONTOUR (TYP) EXISTING CONTOUR (TYP) GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION PROPOSED TOP OF RETAINING WALL (T/W) AND BOTTOM OF RETAINING WALL (B/W) SURFACE GRADE / DIRECTION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. 101 100 101 100 XXX X . X X XXX . X X XXX . X X XX X . X X T / W XX X . X X B / W -X.X% EXISTING FLOODPLAIN PER FEMA WILKINSON LAKE OHWL ELEV. 895.2 30" WETLAND BUFFER 30' WETLAND BUFFER EXISTING MANGE 2 WETLAND 13 19 15 13 PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 922.1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X PROPOSED BUILDINGFFE = 934.52 PROPOSED BUILDINGFFE = 929.58 PROPO S E D B U I L D I N G FFE = 925 PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO UFO FO U UFO MB V V EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- EX SB-st-13 U U G U U UG U G U V WI L K I N S O N L A K E B L V D CENTERVILLE RD AS H S T R E E T W W W W W W W W W W W W W W W E T WET WET WET WET WET W E T WE T WET WET WET WE T WET W E T WET WET WET WE T WE T WET WE T WET WET WET WET WE T WET 30 ' W H I T E B E A R T O W N S H I P WA T E R A N D S E W E R E A S M E N T EM LS Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY XX X X 5 11 X X X X X BUILDING A FFE = 934 LFE = 923 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L1 B1 TOWNHOUSE FFE = 916.6 L2 B1 TOWNHOUSE FFE = 918.9 L3 B1 TOWNHOUSE FFE = 921.7 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 CLU B H O U S E FFE = 927 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PR O P O S E D RA I N G A R D E N 3 100 Y R H W L = 920.4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 W PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 924.0 1 WILKI N S O N W A Y PROPOSED BAS I N 1 NWL = 904.50100 YR HWL = 909.08 1.47 m p h Faste s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) West L e g ( W e s t ) North L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t > 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 IIIII I I I I I I I > > > >> > > > >>>>>> >> >> > > >> >> >> >>>>>>>> >> >> >> >> >> >> >> 0 1 2 2 >> >> >> >> > >>> >> >> >> >> I I I I I I I I I 0 1 1 0 1 1 PLANT SCHEDULE SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT TREES LT 214 LARGE TREE (40' HEIGHT)2.5" CAL B & B MT 221 MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST 91 SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL QTY BOTANICAL / COMMON NAME ROOT SIZE SPACING SHRUB AREAS 860 LARGE SHRUB (6' HEIGHT)5 GAL CONT 72" o.c. 1,461 SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT 60" o.c. SYMBOL QTY DESCRIPTION SEEDING 44,557 SF BASIN SEED MIX 334,660 SF FUTURE DEVELOPMENT SEED MIX 423,365 SF MNDOT --- 25-151 HIGH MAINTENANCE TURF 20,387 SF NATIVE PRAIRIE SEED MIX EDGER 4,885 LANDSCAPE EDGING 30671 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 5 - L A N D . D W G S A V E D B Y : AL I N A . E L T A M I M I WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C5-10 OVERALL PLANTING AND RESTORATION PLAN C5-10 OVERALL PLANTING AND RESTORATION PLAN 300 30671 C5-10 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 0 SCALE IN FEET 80 160 C5-13 C5-11 C5-14 C5-12 NOTE: FOR SPECIES LIST REEFER TO SHEET C5-15 X X X X X PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 EX SB- U AS H S T R E E T 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY X X X X X X X X X X 5 11 X X X X X X X X X X X X BUILDING A FFE = 934 LFE = 923 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 CLU B H O U S E FFE = 927 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PR O P O S E D RA I N G A R D E N 3 100 Y R H W L = 92 0 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Ash / C e n t e r v i l l e R o u n d a b o u t LANDSCAPE EDGER (TYP) LANDSCAPE EDGER (TYP) 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 IIIIIIIIII I I I I I I I I I I I I I I I I I I I I > > > > > > > > > >>>>> > > > > > > > > > >>>>>>>>>>>>>>>>>> >> >> >> >>>> > > > > > > >> >> >> >> >> >> >> > > >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > 0 1 2 2 > > > > I IIIIIIIIIIIIIII I I II > I I SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT TREES LT LARGE TREE (40' HEIGHT)2.5" CAL B & B MT MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL BOTANICAL / COMMON NAME ROOT SIZE SPACING SHRUB AREAS LARGE SHRUB (6' HEIGHT)5 GAL CONT 72" o.c. SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT 60" o.c. SYMBOL DESCRIPTION SEEDING BASIN SEED MIX FUTURE DEVELOPMENT SEED MIX MNDOT --- 25-151 HIGH MAINTENANCE TURF NATIVE PRAIRIE SEED MIX EDGER LANDSCAPE EDGING PLANT SCHEDULE 30671 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 5 - L A N D . D W G S A V E D B Y : AL I N A . E L T A M I M I WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C5-11 PLANTING AND RESTORATION PLAN C5-11 PLANTING AND RESTORATION PLAN 300 30671 C5-11 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 CITY LANDSCAPE REQUIREMENTS GENERAL LANDSCAPE REQUIREMENTS ·EXISTING TREES CAN BE USED TO FULFILL LANDSCAPE REQUIREMENTS ·STANDARDS MAY BE MET WITH DIFFERENT SIZES OF TREES AND SHRUBS ·NEW TREES MAY FULFILL CANOPY COVERAGE, FOUNDATION LANDSCAPE, LANDSCAPE SCREEN AND OPEN SPACE STANDARDS SIMULTANEOUSLY IF APPLICABLE BY LOCATION. CANOPY COVER REQUIREMENTS: THE PURPOSE OF THIS REQUIREMENT IS TO MITIGATE THE EFFECTS OF VEHICULAR HARDSCAPE BY ESTABLISHING TREE CANOPY COVER TO INTERCEPT RAINFALL, PROTECT PAVEMENT FROM SUN DETERIORATION, REDUCE THE HEAT ISLAND AFFECT, AND IMPROVE AESTHETICS. THE REQUIRED MINIMUM COVERAGE FOR ALL USES IS 40% EQUATION: VEHICULAR HARDSCAPE (SF) X CANOPY COVER PERCENT = REQUIRED MINIMUM CANOPY COVER SQUARE FEET. ·217,670 x 0.4 = 87,068 ·LARGE TREES PROPOSED IN INTERIOR PARKING LOT ISLANDS: 25 X 950 SF = 23,750 ·MEDIUM TREES PROPOSED IN INTERIOR PARKING LOT ISLANDS: 4 X 500 SF = 2,000 ·LARGE TREES PROPOSED WITHIN LESS THAN (7) FEET OF VEHICULAR HARDSCAPE: 65 X 600 SF = 39,000 ·MEDIUM TREES PROPOSED WITHIN LESS THAN (7) FEET OF VEHICULAR HARDSCAPE: 57 X 250 SF = 14,250 ·SMALL TREES PROPOSED WITHIN LESS THAN (7) FEET OF VEHICULAR HARDSCAPE: 4 X 125 SF = 750 ·LARGE TREES PROPOSED WITHIN (7) - (12) FEET OF VEHICULAR EDGE = 16 X 300 SF = 4,800 ·MEDIUM TREES PROPOSED WITHIN (7) - (12) FEET OF VEHICULAR EDGE = 21 X 125 SF = 2,625 / TOTAL PROPOSED: 87,175 FOUNDATION PLANTING REQUIREMENTS: TREES PLANTED WITHIN (30) FEET OF BUILDING SHALL BE CONSIDERED WITHIN FOUNDATION LANDSCAPE ZONE. SMALLER LANDSCAPE MATERIAL MAY BE SUBSTITUTED AS FOLLOWS: 1 LARGE TREE = 1.5 MEDIUM SHRUBS OR 3 SMALL SHRUBS OR 2 SMALL TREES. FOR EVERY 100 LF OF BUILDING 2 LARGE TREES OR 6 LARGE SHRUBS SHALL BE PROVIDED. ·8,000 LF / 100 X 2 = 160 LARGE TREES REQUIRED / 160 LARGE TREES PROPOSED / 67 SMALL TREES & 291 SMALL SHRUBS IN SUBSTITUTION ·8,000 LF / 100 X 6 = 480 LARGE SHRUBS REQUIRED / 480 LARGE TREES PROPOSED OPEN AREA REQUIREMENTS: FOR EVERY 2500 SF PF OPEN AREA 1 LARGE TREES OR 2 LARGE SHRUBS SHALL BE PROVIDED. SMALLER LANDSCAPE MATERIAL MAY BE SUBSTITUTED AS FOLLOWS: 1 LARGE TREE = 1.5 MEDIUM SHRUBS OR 3 SMALL SHRUBS OR 2 SMALL TREES. ·409,393 / 2500 = 164 LARGE TREES REQUIRED / 164 LARGE TREES PROPOSED 409,393 / 2500 X 2 = 328 LARGE SHRUBS REQUIRED / 328 LARGE SHRUBS PROPOSED BOULEVARD TREE REQUIREMENTS: BOULEVARD TREES SHALL BE PLANTED AT THE RATE OF (1) TREE PER EVERY (70) FT LF OF LOT FRONTAGE ·3,448 LF / 70 LF = 50 TREES REQUIRED / 50 TREES PROPOSED SCREENING REQUIREMENTS: BETWEEN RESIDENTIAL USES AND ARTERIAL OR COLLECTOR STREETS TREE REPLACEMENT REQUIREMENTS: ·85 TREES TO BE REMOVED. ·57 OUT OF 85 SIGNIFICANT TREES IN GOOD/FAIR CONDITION TO BE REPLACE / 57 TREES PROPOSED. NOTE: FOR QUANTITIES REFER TO THE SCHEDULE ON C5-10. FOR SPECIES LIST REFER TO SHEET C5-15 13 19 15 13 PRO P O S E D RAI N G A R D E N 2 100 Y R H W L = 922 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X X X X X X PROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58 PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 U U FO FO U FO V V WI L K I N S O N L A K E B L V D CENTERVILLE RD Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 X X X X X X 11 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 100 Y R H W L = 920 . 4 8 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 4 . 0 1 WILKI N S O N W A Y 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 > > > > > >> >> > > >> 0 >> >> >> >> >> >> >> >> >> >> >> > > >> > > > >>> >> >> >> >> >> >> >> >> >> >> >> >> SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT TREES LT LARGE TREE (40' HEIGHT)2.5" CAL B & B MT MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL BOTANICAL / COMMON NAME ROOT SIZE SPACING SHRUB AREAS LARGE SHRUB (6' HEIGHT)5 GAL CONT 72" o.c. SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT 60" o.c. SYMBOL DESCRIPTION SEEDING BASIN SEED MIX FUTURE DEVELOPMENT SEED MIX MNDOT --- 25-151 HIGH MAINTENANCE TURF NATIVE PRAIRIE SEED MIX EDGER LANDSCAPE EDGING PLANT SCHEDULE FUTURE COMMERCIAL DEVELOPMENT SCHEDULE SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT TREES LT 46 LARGE TREE (40' HEIGHT)2.5" CAL B & B MT 25 MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST 9 SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL QTY BOTANICAL / COMMON NAME ROOT SIZE SHRUB AREAS 241 LARGE SHRUB (6' HEIGHT)5 GAL CONT 386 SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT SYMBOL QTY DESCRIPTION SEEDING 4,737 SF FUTURE DEVELOPMENT BASIN SEED MIX 82,97 SF FUTURE DEVELOPMENT SEED MIX 2,950 LF LANDSCAPE EDGING 30671 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 5 - L A N D . D W G S A V E D B Y : AL I N A . E L T A M I M I WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C5-12 PLANTING AND RESTORATION PLAN C5-12 PLANTING AND RESTORATION PLAN 300 30671 C5-12 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 NOTE: FOR QUANTITIES REFER TO THE SCHEDULE ON C5-10. FOR SPECIES LIST REFER TO SHEET C5-15 SYMBOL DESCRIPTION FUTURE DEVELOPMENT. OPEN AREA SF NOT COUNTED TOWARDS REQUIRED TREES FUTURE COMMERCIAL DEVELOPMENT LANDSCAPE REQUIREMENTS CANOPY COVER REQUIREMENTS: EQUATION: VEHICULAR HARDSCAPE (SF) X CANOPY COVER PERCENT = REQUIRED MINIMUM CANOPY COVER SQUARE FEET. ·95,230 x 0.4 = 38,093 ·LARGE TREES PROPOSED IN INTERIOR PARKING LOT ISLANDS: 25 X 950 SF = 23,750 ·MEDIUM TREES PROPOSED IN INTERIOR PARKING LOT ISLANDS: 7 X 500 SF =3,500 ·LARGE TREES PROPOSED WITHIN LESS THAN (7) FEET OF VEHICULAR HARDSCAPE: 16 X 600 SF = 9,600 ·MEDIUM TREES PROPOSED WITHIN LESS THAN (7) FEET OF VEHICULAR HARDSCAPE: 16 X 250 SF = 4,000 / TOTAL PROPOSED: 40,850 FOUNDATION PLANTING REQUIREMENTS: FOR EVERY 100 LF OF BUILDING 2 LARGE TREES OR 6 LARGE SHRUBS SHALL BE PROVIDED. ·3,323 LF / 100 X 2 = 65 LARGE TREES / 30 LARGE TREES AND 90 LARGE SHRUBS PROPOSED ·8,000 LF / 100 X 6 = 480 200 LARGE SHRUBS REQUIRED / 200 LARGE SHRUBS PROPOSED PEN AREA REQUIREMENTS: FOR EVERY 2500 SF PF OPEN AREA 1 LARGE TREES OR 2 LARGE SHRUBS SHALL BE PROVIDED. SMALLER LANDSCAPE MATERIAL MAY BE SUBSTITUTED AS FOLLOWS: 1 LARGE TREE = 1.5 MEDIUM SHRUBS OR 3 SMALL SHRUBS OR 2 SMALL TREES. ·94,969 / 2500 = 38 LARGE TREES REQUIRED / 38 LARGE TREES PROPOSED ·94,969 / 2500 X 2 = 76 LARGE SHRUBS REQUIRED / 76 LARGE SHRUBS PROPOSED SCREENING REQUIREMENTS: BETWEEN RESIDENTIAL USES AND ARTERIAL OR COLLECTOR STREETS U G U G U X AS H S T R E E T W W W W W W WWET WET WET W E T WE T W E T WET WET W E T WET WE T WE T WET WET WET W E T WE T W E T WET WET WE T WE T WET WET WET WET WET WET WE T 30 ' W H I T E B E A R T O W N S H I P WA T E R A N D S E W E R E A S M E N T NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 8 WO O D S T R O M , J E R R Y A 15 9 1 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 1 SAGD A L E N A L A N D & N A T A L I E R 1601 A S H S T 35-31 - 2 2 - 3 2 - 0 0 0 7 WILKINSON WAY 5 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L1 B1 TOWNHOUSE FFE = 916.6 L2 B1 TOWNHOUSE FFE = 918.9 L3 B1 TOWNHOUSE FFE = 921.7 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 LANDSCAPE EDGER (TYP) 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 IIIIIIIIIIIIIII I I II > I I I I I I I I I I I I I I I I I I I 0 1 1 0 1 1 SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT TREES LT LARGE TREE (40' HEIGHT)2.5" CAL B & B MT MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL BOTANICAL / COMMON NAME ROOT SIZE SPACING SHRUB AREAS LARGE SHRUB (6' HEIGHT)5 GAL CONT 72" o.c. SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT 60" o.c. SYMBOL DESCRIPTION SEEDING BASIN SEED MIX FUTURE DEVELOPMENT SEED MIX MNDOT --- 25-151 HIGH MAINTENANCE TURF NATIVE PRAIRIE SEED MIX EDGER LANDSCAPE EDGING PLANT SCHEDULE EXISTING ROW PROPOSED ROW PROPOSED TOWNHOME 30671 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 5 - L A N D . D W G S A V E D B Y : AL I N A . E L T A M I M I WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C5-13 PLANTING AND RESTORATION PLAN C5-13 PLANTING AND RESTORATION PLAN 300 30671 C5-13 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 NOTE: FOR QUANTITIES REFER TO THE SCHEDULE ON C5-10. FOR SPECIES LIST REFER TO SHEET C5-15 ASH STREET VEGETATIVE BUFFER SECTION ELEVATION SCALE = 1" - 20' ASH STREET VEGETATIVE BUFFER SECTION CUT 58'35' 13 19 15 13 PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 2 . 1 6 PROP O S E D B U I L D I N G FFE = 925 BENCHMARK HYDRANT TNFH = 919.06 WI L K I N S O N L A K E B L V D W W W W W W W W W W W W WET WET WET WET WET WET WET WET W E T 30 ' W H I T E B E A R T O W N S H I P WA T E R A N D S E W E R E A S M E N T AP P R O X . O R D I N A R Y HIG H W A T E R L E V E L 895 . 2 EM LS WILKINSON WAY 5 TOWNHOUSE L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PR O P O S E D RAIN G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 W PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 924 . 0 1 PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 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 IIIIIII > > > >>> >> >> >> >> >> >> >> >> I I SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT TREES LT LARGE TREE (40' HEIGHT)2.5" CAL B & B MT MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL BOTANICAL / COMMON NAME ROOT SIZE SPACING SHRUB AREAS LARGE SHRUB (6' HEIGHT)5 GAL CONT 72" o.c. SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT 60" o.c. SYMBOL DESCRIPTION SEEDING BASIN SEED MIX FUTURE DEVELOPMENT SEED MIX MNDOT --- 25-151 HIGH MAINTENANCE TURF NATIVE PRAIRIE SEED MIX EDGER LANDSCAPE EDGING PLANT SCHEDULE FUTURE COMMERCIAL DEVELOPMENT SCHEDULE SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT TREES LT 46 LARGE TREE (40' HEIGHT)2.5" CAL B & B MT 25 MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST 9 SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL QTY BOTANICAL / COMMON NAME ROOT SIZE SHRUB AREAS 241 LARGE SHRUB (6' HEIGHT)5 GAL CONT 386 SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT SYMBOL QTY DESCRIPTION SEEDING 4,737 SF FUTURE DEVELOPMENT BASIN SEED MIX 82,97 SF FUTURE DEVELOPMENT SEED MIX 2,950 LF LANDSCAPE EDGING 30671 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 5 - L A N D . D W G S A V E D B Y : AL I N A . E L T A M I M I WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C5-14 PLANTING AND RESTORATION PLAN C5-14 PLANTING AND RESTORATION PLAN 300 30671 C5-14 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 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 JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 8' NOTE: FOR QUANTITIES REFER TO THE SCHEDULE ON C5-10. FOR SPECIES LIST REFER TO SHEET C5-15 SYMBOL DESCRIPTION FUTURE DEVELOPMENT. OPEN AREA SF NOT COUNTED TOWARDS REQUIRED TREES 17 8 E 9 T H S T R E E T | SU I T E 2 0 0 | SA I N T P A U L , M N | 55 1 0 1 | 65 1 . 2 8 6 . 8 4 5 0 | WS B E N G . C O M Memorandum To: Katie Larsen, Lino Lakes City Planner From: Kris Keller PE, WSB Diane Hankee PE, Lino Lakes City Engineer Date: April 2, 2025 Re: Wilkinson Waters Preliminary Plat Review 026515-000 WSB’s review of the Preliminary Plat for the Wilkinson Waters development in Lino Lakes, MN, prepared by ISG and received March 20, 2025. Our comments were made on the following documents: •Wilkinson Waters Preliminary Plan and Plat prepared by ISG, dated March 10, 2025. •Wilkinson Waters Stormwater Report prepared by ISG, dated March 20, 2025. The following review comments should be responded to in writing by the applicant. Engineering •General The Wilkinson Waters Development includes 76 acres south of Ash Street/County Road 32, West of Centerville Road/County Road 21 and north of Wilkinson Lake Boulevard, the border with the City of North Oaks. The project proposes 56 Townhome units, two (2) 100-unit apartments, one (1) 100-unit senior living facility and 33,000 square feet of commercial retail space. •Grading The Wilkinson Waters Development includes site grading for the townhomes, apartments, and retail space as well as the connecting roads, driveways, and parking areas. The proposed site grades will raise the site 5 to 10 feet. The proposed site grade and the addition of building heights will be very high comparatively. It appears that the site elevations are based on the underground parking and groundwater elevations. Comments: 1.Site should be designed to better match existing grades. Lowering the siteapproximately 5 feet from than what is proposed. The applicant shouldconsider an underground subsurface drainage system. 2.Provide EOF elevations, locations and routes for all low points in the paved andgreenspaces. Attachment 13. City Engineer Memo Ms. Katie Larsen 04/02/2025 Page 2 Wilkinson Waters Development - Engineering Review 3.Retaining walls exceeding 4’ in height shall require a plan prepared by a Minnesotalicensed structural engineer submitted for review and approval by the Building Officialprior to permit issuance a.Provide top and bottom of wall elevations at beginning and end of wall, atpoint of maximum height, and at points along the length of wall to adequatelydescribe the retaining wall and to display final grading accurately.b.Retaining walls are not allowed in easements or public rights-of-wayc.Provide fences for safety as required4.Show all high and break points 5.Label all inlet elevations6.Provide slopes across parking areas and along curbs7.Minimize drainage areas to all underground parking entrancesa.Provide overflow options •Stormwater Management Stormwater management for the Wilkinson Waters site consists of a large sedimentation basin and various smaller BMPs to provide additional treatment. There is also a proposed future public street that must meet City design standards. Existing and proposed discharge rates are summarized below. Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year 10-Day Snowmelt Existing 25.47 55.87 127.68 Needed if basins landlocked Currently Proposed 17.76 45.54 117.14 Needed if basins landlocked Comments: 1.Compliance with stormwater requirements will be reviewed by the City. However, anywetland impacts must be permitted through the LGU for the site, VLAWMO.2.Per NURP design criteria, sedimentation basins must provide dead storage of at least the 2.5” storm event volume of runoff from the tributary area. The 2.5” stormevent must be provided in future modeling to ensure compliance with this standard.a.If this standard is met, additional pretreatment such as the SAFL Baffles andrain gardens are not needed. These pretreatment BMPs are recommendedto be removed if Basin 1 is sufficiently sized so as to reduce futuremaintenance needs. MIDS modeling is also not needed if Basin 1 is demonstrated as meeting NURP design criteria.3.A surfacewater reuse system is required. Rice Creek Watershed District staff may beable to supply a water reuse spreadsheet for use in calculating water reuse rates andareas for the site.4.The steepest allowable slope below the 10’ aquatic bench is 3:1. Current grading of2:1 is too steep and must be revised.5.The outlet pipe for Basin 1 must be submerged at least 1’ below the NWL.a.Considering this basin is intended for irrigation reuse, the outlet pipe shouldbe set such that it is submerged even at the lowest planned water elevation. Ms. Katie Larsen 04/02/2025 Page 3 Wilkinson Waters Development - Engineering Review 6.An impervious clay liner may be required below Basin 1 as geotech borings in andaround the pond show some sandy/silty soils that may infiltrate water meant forirrigation reuse. This will be evaluated with the next submittal. 7.Tree plantings are not recommended on the Basin 1 berm as root growth mayweaken its integrity over time.8.All BMPs and site depressions need to show EOF locations and elevations.9.Curb cuts must have rock stabilization over the flow path to BMPs.10.Wilkinson Way will be a public road so inlet spread and run calcs, in particular at sagpoints, must be provided and ensure an 8’ drivable lane during the 3-year storm event.11.All proposed pipe serving Wilkinson Way must have supporting calculations toensure there is capacity for conveying the 10-year storm event.12.The maximum pipe velocity is 10 ft/sec and the minimum is 3 ft/sec. 13.The City minimum storm sewer size for public roads is 15” and must be RCP. Includestorm sewer pipe material on utilities sheets. a.Pipe from ST-108A to ST-108 must be increased to 15” diameter.14.Structure types and sizes should be called out for Wilkinson Way storm sewer.15.Show storm sewer in profile view along Wilkinson Way to ensure there are no utilityconflicts. a.Utility crossings should be checked across the site to ensure there are noconflicts and to call out insulation as needed. 16.Ensure structure diameters are sized properly for alignments with pipes at acuteangles or with large diameter pipes. 17.What is the purpose for structure ST-2?18.How will the low points at driveways into Buildings A and B be drained? 19.Indicate tip-out gutter as needed to ensure pooling is avoided in upgradient portionsof parking lots. 20.ST-3(72) should be moved to the corner of the nearest parking stall rather than onthe curb radius. 21.It is recommended to route ST-201 directly to FES-4A to avoid daylighting drainageand potentially flooding onto the proposed trail. 22.The OCS details on sheet C0-26 do not match HydroCAD modeling.23. HydroCAD modeling has a 36” pipe from OCS-2 to FES-6, however this is shown as a 30” pipe in the plans.24.HydroCAD modeling of OCS-2 has a 5’ wide weir, but a 6’ wide grate. Please reconcile these differences.25.Use native prairie seed mix on Basin 1 slopes. 26.Deconflict storm sewer and proposed trees to the extent practical, overlap of plantingcan result in root intrusion long-term, especially where trees are proposed near structures. •Water Supply The City’s 2040 Comprehensive Plan identifies this area being served by Lino Lakes via a 12” trunk water line. Lino Lakes City water is about 1.5 miles away and the City is not considering an extension at this time. In the interim the site is planned to be supplied by the existing White Bear Lake Township infrastructure that is located across the Rapp farmland in Lino Lakes and into the north end of North Oaks. This will require a Joint Powers Agreement between all of the Cities involved. The development proposes two connections. A 12” connection at the south end on the west side of the proposed roundabout which will be extended along Wilkinson Way north to the Ms. Katie Larsen 04/02/2025 Page 4 Wilkinson Waters Development - Engineering Review north end for a future connection to Ash Street (CR 32) to meet the City’s 2040 Comprehensive Plan. The second connection will utilize the existing 8” stub as part of the existing assumed White Bear Lake Township infrastructure that is located across the Rapp farmland in Lino Lakes . Otherwise, the development will include a water system with 8- inch diameter water main and various stub sizes being extended to each lot depending on its use. Current and future ownership and maintenance of all existing utility infrastructure will need to be clarified between the developer North Oaks Farms, White Bear Lake Township, and the Cities of North Oaks and Lino Lakes. Comments: 1.Remove the proposed 12” gate valve on the north leg of the tee. The gate valve willbe installed with the future extension of the line to the north.2.The existing watermain stub at the roundabout is 12” not 8”3. Locate proposed gate valves consistently on all water service stubs4.Label all water service stub size, length, and material5.Provide minimum 1:1 easement for watermain outside the right of way (minimum 20'centered on the utility)6.Extend utilities a minimum 10' past the storm sewer at the Ash Street intersection7.Shift gate valve from northern leg to southern leg of 12” x 8” cross8.Maintain minimum required 10’ horizontal separation between watermain and stormsewer alignments9.Note separation between sanitary sewer and water services across Wilkinson Waya.Some services will need to be shifted to maintain separation. •Sanitary Sewer Sanitary sewer collection for the Wilkinson Waters Development is proposed to connect to the existing assumed White Bear Lake Township infrastructure that is located across the Rapp farmland in Lino Lakes. There is also an existing 18 inch sanitary sewer line located at the intersection of Wilkinson Lake Blvd/CR J (81)/CSAH 21 that is believed to be owned and maintained by White Bear Township as well and is planned to serve Lino Lakes sewer district 4. This will require a Joint Powers Agreements between the developer North Oaks Farms, White Bear Lake Township, and the Cities of North Oaks and Lino Lakes. Per the Centerville Road Sanitary Sewer memo updated 4/22/21, the City of Lino Lakes service district 4 has 354 GPM capacity reserved in the Centerville Road trunk line. There is an additional lift station planned in the future to serve the remainder of district 4 that will pump into the 18” line located at the intersection of Wilkinson Lake Blvd/CR J (81)/CSAH 21. This forcemain can be drilled within City or County right of way in the future. The 8 inch line that is being required to extend to Ash Street would only serve a small localized area of sewer district 4. The site will otherwise be served by 8- inch diameter main along with various sized service pipes being extended to each lot depending on its use. An additional sanitary sewer stub will be extended to the north at Ash Street (CR 32) for future connections. Current and future ownership and maintenance of all existing utility infrastructure will need to be clarified between the developer, White Bear Lake Township, and the Cities of North Oaks and Lino Lakes. Additionally calculations will need to be made for the increased flows to the existing lift station in North Oaks and whether upgrading of the pumps will need to occur. Ms. Katie Larsen 04/02/2025 Page 5 Wilkinson Waters Development - Engineering Review Comments: 1. Extend the existing 18" sanitary sewer stub outside the roadway into right of way as shown in the attached redlines2.Provide minimum 1:1 easement for watermain outside the right of way (minimum 20'centered on the utility)a.The sanitary sewer between Lots 3 and 4 Block 1 would require a 40’ totaleasement3.Extend utilities a minimum 10' past the storm sewer at the Ash Street intersection 4.Maintain sanitary sewer manholes on road centerlines5.Applicant to verify the existing Lift Station has capacity for the proposed project. •Transportation Ensure City parking space requirements are met and ADA spaces are all marked on the site plan. Townhouses project with 8+ units require guest parking at a rate of 1 space per 3 units. Include lighting unit type and mounting on the Photometric Plan. Trails and sidewalks Show the sidewalk/trail connection at the Ash Street and Wilkinson Way intersection. Comments: 1.See comments provided on the Wilkinson Waters TIS, major comments include: a.Review trip generation b.Verify most recent site plan is incorporated into the study c.Forecast traffic on Wilkinson Way d.Review trip distribution and turning movement exhibits, volumes are missing e.Revise LOS and turn lane analysis based on revised turning movement calculations 2.The intersection at Wilkinson Way and Ash St/CR 32 will need to be right in right out a.Turn lane plans shall be submitted with final plat. They will require Anoka County approval. •Wetlands and Mitigation Plan The Vadnais Lake Area WMO (VLAWMO) (WCA LGU) issued a Notice of Decision (NOD) (LGU No. 14.2021) approving the wetland boundaries on March 17, 2022 (Appendix A). The decision is valid for 5 years. The WCA NOD also confirmed that Wetland 7 is an incidental wetland and therefore not regulated-under WCA. The USACE issued an Approved Jurisdictional Determination (AJD) on April 6, 2022 for Wetlands 8, 9 and 10 (File No. MVP-2015-03940-SSC) (Appendix A). The AJD is valid for 5 years. A map of the site location is provided in Figure 1. Three wetlands (Wetlands 1, 7, and 10) were delineated within the current project area in September 2021 by KES (Figure 2). Previously submitted information discussed the delineation in more detail and included the National Wetland Inventory (NWI) and soil survey mapping. A copy of the previously Ms. Katie Larsen 04/02/2025 Page 6 Wilkinson Waters Development - Engineering Review submitted delineation report (Hawkins-Rogalla Lino Lakes Wetland Delineation Report) is available upon request. A wetland replacement plan and no loss request (for incidental wetland) was submitted, reviewed, and approved through VLAWMO and the City. The TEP in its WCA Notice of Decision agreed that WL7 is incidental per WCA rules, WL10 is wetland based on new guidance and the WL5 boundary was extended to the northwest. Per aerial photos in 3-9- 2022 addendum, WL9 and WL8 are wetland. No other changes were directed to all other delineated wetland boundaries in the project area. Approved wetland boundaries are shown in the 3-10-2022 Rogalla and Hawkins surveys from Kurth Surveying, Inc. The proposed WCA-regulated 0.13 ac of impact to Wetland 10 will be replaced at a 2:1 ratio via the debiting of wetland bank credits from the Rapp Farm and Anderson Slough wetland bank (#170) located within major watershed 20 and Bank Service Area 7, which is the same major watershed and Bank Service Area as the project location. This bank is owned by the project applicant. A draft Standard Credit Withdrawal Form is included. Compensatory mitigation is not proposed for USACE-regulated Wetland 7. Wetland buffers meeting minimum and average requirements will be required around all wetland areas following construction. •Landscaping A Landscape Plan for Wilkinson Waters Addition has been submitted and will be reviewed by staff and the City’s Environmental Coordinator. The Environmental Coordinator will provide separate comments. •Floodplain The proposed pond berm and trail grading appears to result in floodplain fill. Calculation of compensatory cut must be provided to ensure there is no net fill in the floodplain. •Drainage and Utility Easements Roadways are proposed within right-of-way and lots include standard drainage and utility easements. Larger drainage and utility easements will be required to be provided over any utilities outside the right of way and any surface water management features The plan shows White Bear Lake Township easements (30’ and 50’) with the existing sanitary sewer and watermain crossing the site. White Bear Lake Township has commented that the Township has no easement and that the lines were installed and owned by the North Oaks Company. Please update the linework or provide a record showing the easements. Comments: 1.For pipe within drainage and utility easements that is greater than 10’ deep, easements must be set with a width equal to the pipe depth. For example, a 20’ deeppipe would require 20’ wide easements on either side of the alignment.a.This appears to be needed for P-101, P-102, P-111, P-110, and P-202. Ms. Katie Larsen 04/02/2025 Page 7 Wilkinson Waters Development - Engineering Review 2.Drainage and utility easements are needed for all proposed rain gardens up to theextents of the 100-year HWL.3. Provide existing easement figure showing all ownership 4.Conservation easements and wetland buffers shall be dedicated over wetlands,ditches, and the greenway •Development Agreement A development agreement will be required with the final plat. •Grading Agreement Grading agreement not required at this time. •Stormwater Maintenance Agreement Private stormwater facilities will be maintained through a Declaration for Maintenance of Stormwater Facilities. The City of Lino Lakes shall be party to the Declaration. City Engineer to provide template. •Permits Required Required permits may include some of the following and others: 1.NPDES General Construction Permit2.City of Lino Lakes Zoning Permit for Construction3.Minnesota Pollution Control Agency Sanitary Sewer Extension Permit4.Minnesota Department of Health5.Vadnais Lake Area Water Management Organization Permit 6.US Army Corps of Engineers Section 404 Permit If you or the applicant have any questions regarding these comments, please contact Kris Keller at (612) 419-3083 or kkeller@wsbeng.com. You may also contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. You don't often get email from mertel@linolakes.us. Learn why this is important From:Logan Keehr To:Katie Larsen Subject:RE: Wilkinson Waters Submittals Date:Thursday, March 27, 2025 8:19:59 AM Attachments:image001.jpg Caution: This email originated outside our organization; please use caution. Hi Katie, The proposed ROW line shown should be sufficient. The access on Ash St. will need a right turn lane and will be a right in/right out access. Let me know if you have any questions. Logan Keehr, PE Traffic Engineer II Anoka County Transportation Division Highway-Transit-Fleet-Surveyor-GIS 1440 Bunker Lake Boulevard NW Andover, MN 55304 www.anokacountymn.gov Office: 763-324-3100 Direct: 763-324-3183 Fax: 763-324-3020 Our passion is your safe way home! From: Marissa Ertel <MErtel@linolakes.us> Sent: Wednesday, March 19, 2025 2:08 PM To: Logan Keehr <Logan.Keehr@anokacountymn.gov>; Wes.Saunders-Pearce@state.mn.us; pchaffey@isd12.org; mgrossklaus@isd12.org; smassey@flaschools.org; crehnberg@flaschools.org; timothy.wald@isd624.org; Kevin Kress <KKress@northoaksmn.gov>; pwplanreview@ramseycounty.us; brian.corcoran@vlamo.org Cc: Katie Larsen <KLarsen@linolakes.us> Subject: Wilkinson Waters Submittals EXTERNAL EMAIL ALERT: This message originated from outside the Anoka County email Attachment 14. Anoka County Highway Department Email To: Katie Larsen, City Planner From: Tom Hoffman, Environmental Coordinator Date: March 26, 2025 Re: Environmental Comments – Wilkinson Waters PPP PP Environmental Board had recommended the following at their March 26, 2025 meeting: 1.Complete the noise mitigation study and submit findings if any additional berming or screening is required. 2.Building setbacks to Wilkinson Lake as proposed should be maintained. 3.Work with planning and zoning on building heights. Currently building heights exceed the requirements for the shoreland district. a.Board recommends additional overstory planted adjacent to buildings that exceed the requirements for additional screening and sight lines. 4.Stormwater management to be reviewed by City Engineer a.Use of stormwater for irrigation purposes for the site should be evaluated and if feasible required as part of site development. i.Water balance study is being conducted b.Infiltration is required to be shown where feasible based on soil borings. If infiltration is not feasible follow the Minimum impact design standards (MIDS)) as designed by the MPCA i.Infiltration basins are shown for pretreatment of parking lot runoff. c.Currently private drainage from parking lots is by passing pre-treatment basins within the parking lot and discharging into the stormwater basins. Any private drainage must first be treated prior to discharge into a public stormwater basin. Environmental Memo Attachment 15. Environmental Board Memo Page 2 i. If private drainage cannot be treated prior to discharge the basins shall be privately maintained. 5. Storm sewer between town homes should discharge between the buildings into a swale before continuing west to the drainage swale and entering the storm basin. a. Creating water features between the buildings with native plantings and vegetation will provide a higher level of stormwater treatment and create “fingers of green” running through the site to enhance wildlife habitat. 6. The project should include expanded buffers adjacent to Wetland 1. A restoration and management plan should be developed for upland buffer areas consistent with pre-settlement vegetation. 7. Trees scheduled to be preserved must have Tree Protection Fence installed in accordance with City tree protection fence detail. City Tree Protection Fence detail should be added to the plan sheet. Standard detail Gen-27. 8. Tree removal should be completed in the fall or winter to minimize impacts to migrating or nesting bat populations. 9. Provide ESA classification and basic use designation for the 57 trees being removed. It appears that several of the trees will be larger than 12” in diameter and would require a 2:1 replacement planting. a. b. Plans show removal of 38 trees of which 30 are significant. Clarify total number of removals. c. On the removal plans add the tree identification number so we can correlate it with the tree inventory. Page 3 d. Coniferous trees are shown as measured by DBH, city standards measure coniferous trees by height. Please provide height measurements for all coniferous trees planned to be removed. 10. Plant additional “large” canopy trees on the backside of the proposed senior living building within the shoreland district. a. Increased heights of proposed building should include additional screening on the backside of the building to break up the outline from the lake. 11. Sheet C5.13 should include the species of trees proposed to be planted instead of large, medium, and small. a. Provide numbers for each species of tree to be planted. 12. Seed mixes should be updated to MNDOT seed mix design numbers for final plans. Please provide more site-specific mixes for each location. a. Low maintenance and drought resistant species should be proposed throughout the development to reduce the need for irrigation. 13. 4” minimum of topsoil is required for final planting of all ground covers, seed, and sod. Soil shall be loosened and prepped to a minimum depth of 4” to reduce compaction and allow for root growth. 14. The proposed trail should make a loop in the open space area and run along ash street before connecting back into Wilkinson way. a. Currently the trail is proposed to dead end in the park/open space. Opportunities for additional trail exist throughout the park. Potentially linking the trail system through any future proposed bmp as part of the VLAWMO BMP study. 15. The project will disturb more than an acre of soil and will be required to obtain an NPDES permit. Proof of permit shall be required before construction. a. A SWPPP shall be required in additional submittals as required by the MPCA meeting sections 5.2-5.26 b. Final erosion and sediment control will be reviewed with future submittals 16. Provide a Blandings turtle mitigation plan, surmountable curb should be proposed within the roadway to allow turtles access off the road for travel. Wilkinson Waters PUD Preliminary Plan Submittal 2/10/2025 Neighborhood Meeting Summary A neighborhood meeting was held on Tuesday, February 4, 2025 from 4-6PM at the Jerome Room at 5959 Centerville Road, North Oaks. MN 55127. Residents within 600’ of the property were invited to attend and were notified via a direct mailing postcard to their addresses listed on Anoka County’s website. Attendees signed in and provided their addresses for reference. A short presentation was prepared to share the project with residents and comment cards were circulated to attendees. Questions and comments of the residents were answered at the event. After the event the presentation was emailed to attendees as requested. Attachments: 1. Mailer 2. Mailing List 3. Sign In Sheet 4. Presentation 5. Comment Card Responses Attachment 16. Neighborhood Meeting Summary Rapp Farm HOA 0 Leaf Wing Drive North Oaks, MN 55127 Scott Armstrong 14 Leaf Wing Drive North Oaks, MN 55127 Robert Braga Henson Tr 15 Leaf Wing Drive North Oaks, MN 55127 Aaron Perkins 16 Leaf Wing Drive North Oaks, MN 55127 Justin Messner 17 Leaf Wing Drive North Oaks, MN 55127 Timothy Kappers Tr 18 Leaf Wing Drive North Oaks, MN 55127 Sama Sandy 19 Leaf Wing Drive North Oaks, MN 55127 Anne Mohns 20 Leaf Wing Drive North Oaks, MN 55127 Francis Ngwa 22 Leaf Wing Drive North Oaks, MN 55127 Sabry Sharara 24 Leaf Wing Drive North Oaks, MN 55127 North Oaks Homeowners Association 100 Village Center Drive Suite 240 North Oaks, MN 55127 Drake Properties LLC 1150 County Road J White Bear Township, MN 55127 County of Anoka 1440 Bunker Lake Blvd NW Andover, MN 55304 Kevin Burns 1440 Ash Street Lino Lakes, MN 55038 William R Shearen 1458 Ash Street Lino Lakes, MN 55038 Warren D Bachman, Sr 1487 Ash Street Lino Lakes, MN 55038 Lowel J Crandall Sander 1509 Ash Street Lino Lakes, MN 55038 Kelsey M Mallman 1557 Ash Street Lino Lakes, MN 55038 Lawrence M Hall 1565 Ash Street Lino Lakes, MN 55038 Carolyn M Ceronsky 1573 Ash Street Lino Lakes, MN 55038 Kent and Jeannine Lanz 1579 Ash Street Lino Lakes, MN 55038 Jerry A Wooodstrom 1591 Ash Street Lino Lakes, MN 55038 Alan and Natalie Sagdalen 1601 Ash Street Lino Lakes, MN 55038 Noelle Katherine Roden 1603 Ash Street Lino Lakes, MN 55038 Grove Brad & Jaworski M 1605 Ash Street Lino Lakes, MN 55038 Omar Molinos 1613 Ash Street Lino Lakes, MN 55038 City of St. Paul 1900 Rice Street St. Paul, MN 55113 Prebyterian Homes of North Oaks 2845 Hamline Avenue North Suite 200 Roseville, MN 55113 Schwing America Inc 5900 Centerville Road White Bear Township, MN 55128 Sara Rogalla 6063 Ash Street Lino Lakes, MN 55038 Roger Eddy 6097 Ash Street Lino Lakes, MN 55038 Victoria Eddy 6097 Ash Street Lino Lakes, MN 55038 Amy Donlin 6100 Centerville Road Lino Lakes, MN 55038 Gallop Trustee, Debra A 6102 Centerville Road Lino Lakes, MN 55038 Jennifer M Kasten 6151 Centerville Road Lino Lakes, MN 55038 Thomas Stanley Laumeyer 6174 Centerville Road Lino Lakes, MN 55038 Spirit Master Funding X LLC 6632 Telegraph Road Unit 193 Bloomfield Hills, MI 48301 Gary D Wruck 6637 Marbella Lane Naples, FL 34105 Scott Hanson 12922 Keller Ave N Hugo, MN 55038 , 2/4/2025 1 WILKINSON WATERS Neighborhood Meeting February 4, 2025 Jerome Room 5959 Centerville Road North Oaks, MN 55127 Project Partners Land Owner ◦Lauren Grouws lauren@northoaks.com 651-484-3361 ◦Mark Houge mark@northoaks.com 651-484-3361 1 2 2/4/2025 2 2040 Comprehensive Plan Mixed Use/Signature Gateway (8-10 units/ac, up to 15 units/ac) High Density Residential (20-25 units/ac) Medium Density Residential (4-6 units/ac) ◦A Comprehensive Plan Amendment through the Metropolitan Council is required to blend the densities across the lots. County Road J, Centerville Road and 35E 3 4 2/4/2025 3 Wilkinson Waters Proposal 200 apartment units 40 townhome units (4-plexes) 100 senior living units Commercial/Retail Road, Sidewalks and Trails Water and Sewer Utilities Stormwater Treatment and Conveyance Stormwater Reuse for Irrigation Commercial/ Retail Senior Living Improvements ◦Sidewalk and trail amenities for public use ◦Road access ◦Increased tax dollars for the community ◦Water quality runoff improvements to Wilkinson Lake ◦Additional tree coverage ◦Utility trunk extensions to serve north in the future ◦High-end market rate apartments 5 6 2/4/2025 4 Project Schedule Apartment and Townhome Construction Entitlements Construction Road Work Environmental Assessment Concept Plan Preliminary Plan Final Plan August-October 2024 October 2024 - February 2025 February – April 2025 May – August 2025 Site Grading May – August 2025 Road and Utilities August - November 2025 Q3 2025 – Q4 2026 Country Road J/Centerville/35E Road Construction June 2025 – Q2 2026? Neighborhood Meeting Please provide comments and let’s stay connected! ◦Please provide your comments and questions on the project on one side of the notecard. ◦On the other, please provide your name, address, email and phone number (able to receive text messages) so that we can keep you updated on the project. 7 8 From:Roggenbuck, Kevin To:TJ Wells; Katie Larsen; Claire Roth Cc:Baar, Dan D; Estochen, Brad M; Flores, Luis; Kemp, Aidan; Churchich, Molly; Mazzitello, John; Profaizer, Rich; Hofschulte, Benjamin P; Richter, Cory; Vu, Tou; PW Plan Review Subject:Ramsey County comments: Wilkinson Waters-Preliminary Plat Submittals Date:Wednesday, May 7, 2025 2:22:40 PM Attachments:image001.jpgimage002.pngimage003.pngimage004.pngimage005.pngimage006.pngimage007.pngimage008.jpg Caution: This email originated outside our organization; please use caution. TJ, Katie and Claire, Thank you for sending the preliminary plat submittals to Ramsey County for review and comment. We offer the following comments and recommended edits to the Traffic Impact Study described below. Traffic: Page 1: Intersections of County State Aid Highways (CSAHs) should make distinction between Counties; e.g. Centerville Rd. is CSAH 59 (Ramsey) to the south and CSAH 21 (Anoka) to the north at the south intersection with Ash St./Wilkinson Lake Blvd. Intersection 1 mentions CSAH J, which should be CSAH 1 Page 10: Crash analysis figure needs title, north arrow, etc.; only includes five intersections, yet up to eight have LOS analysis. All intersections are identified in the appendices (E) – recommend this be shown in the main portion of the report. Page 11: Conveying crashes with a crash diagram would be more illustrative than Table 7. Study should include future roundabout layouts as appendices for reference. Programming: Construction of the County Road J project from Centerville Road to Otter Lake Road is set to begin later in 2025 and continue into 2026. Centerville Road, north of the larger project is in the Anoka County Plan for the near future (possibly 2027 0r 2028). Construction traffic for your site should be aware of these conflicting projects and use alternate routes to and from the development site while the roads are under construction. Maintenance: Portions of Ash Street and Centerville Road are maintained by Ramsey County although within Anoka County. Recommend any approvals or comments on the development be coordinated between Ramsey and Anoka Counties, specifically those having effect on the County's road maintenance work and/or being effected by the County's road maintenance work needs. Thank you, Kevin Kevin Roggenbuck Attachment 17. Ramsey County Comments U OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L >> >> G G G G G G G G 1410 6 5 5 X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXX 915 916 917 918 920 919 9 1 8 9 2 5 924 927 9 2 8 929 925 92 4 926 920 918 922 924 926 92 0 918 92 2 AS H S T R E E T 0 1 2 3 3 EX I S T I N G HO U S E 875 880 890 900 910 920 930 940 950 960 970 875 880 890 900 910 920 930 940 950 960 970 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 91 9 . 1 91 9 . 1 5 1+90 92 1 . 1 92 1 . 0 5 2+00 92 4 . 2 92 4 . 2 2 2+10 92 4 . 9 92 4 . 9 5 2+20 92 5 . 0 92 5 . 0 3 2+30 92 5 . 2 92 5 . 2 3 2+40 92 5 . 5 92 5 . 4 5 2+50 92 5 . 7 92 5 . 6 8 2+60 92 5 . 9 92 5 . 8 9 2+70 92 6 . 1 92 6 . 0 9 2+80 92 6 . 3 92 6 . 2 8 2+90 92 6 . 6 92 6 . 5 7 3+00 92 6 . 9 92 6 . 9 2 3+10 92 7 . 3 92 7 . 2 6 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 10 . 0 0 ' 3. 0 1 ' 10 . 0 0 ' 8. 3 5 ' 6. 0 0 ' X 30671 HEADLIGHT EXHIBIT DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S : \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ N O N P R O D U C T I O N D W G S \ 3 0 6 7 1 H E A D L I G H T E X H I B I T . D W G S A V E D B Y : D A Y T O N . G O N Y E A SHEET NOT VALID UNLESS THIS TEXT IS COLOR. - - --/--/-- 24-30671 XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XX LINO LAKES MINNESOTA HEADLIGHT EXHIBIT 0 SCALE IN FEET 20 40 DWG --- --- ANOKA HOLDINGS, LLC WILKINSON WATERS INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N EXISTING CENTERLINE PROPOSED CONTOUR (TYP) EXISTING CONTOUR (TYP) EXISTING ROW PROPOSED ROW EXISTING CENTERLINE PROPOSED SURFACE (TYP) EXISTING SURFACE (TYP) RETAINING WALL (TYP) FENCE FENCE (TYP) RETAINING WALL EXISTING ROW PROPOSED ROW Attachment 18. Vehicle Headlight Screening Exhibit Attachment 19. Additional MF Architetural Rendering WILKINSON WATERS - CROSS SECTION The floor lines and site lines are offset by 10' vertically providing visual separation. CITY OF LINO LAKES RESOLUTION NO. 25-64 APPROVING COMPREHENSIVE PLAN AMENDMENT RELATED TO WILKINSON WATERS ADDITION WHEREAS, the City received a land use application for a Comprehensive Plan Amendment related to Wilkinson Waters Addition, a master planned residential and commercial development, and WHEREAS, the site contains 4 parcels totaling approximately 76 gross acres and has 3 land use designations: Medium Density, High Density, and Signature Gateway. One parcel (PID# 34-31-22-44-0008) will be re-guided from High Density to Signature Gateway. See attached Existing Land Use Plan and Proposed Land Use Plan; and WHEREAS, per the City’s 2040 Comprehensive Plan, the areas are not intended to be strict land use and density boundaries but should be considered somewhat flexible to accommodate development; however, the Met Council requires a formal comprehensive plan amendment to adjust the land use boundaries, and WHEREAS, the proposed land use plan amendment slightly increases the allowed number of housing units; however, the proposed development of 340 units falls within both ranges; and Existing Comp Plan Proposed Comp Plan Range of Allowed # of Housing Units 234 to 404 252 to 467 WHEREAS, the Comprehensive Plan Amendment was mailed on March 18, 2025 to affected jurisdictions for their review and comment. The 60 day comment period ended May 17, 2025. There were no objections. NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that the 2040 Comprehensive Plan is hereby amended to: 1. Re-guide one (1) parcel (PID# 34-31-22-44-0008) from High Density Residential to Signature Gateway as shown on the attached Exhibit A and Exhibit B. BE IT FURTHER RESOLVED: 1. The Comprehensive Plan Amendment shall be approved by Met Council prior to approval of the Wilkinson Waters Addition final plat. Adopted by the City Council of the City of Lino Lakes this 27th day of May, 2025. ___________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Roberta Colotti, CMC, City Clerk G U U FO FO UFO FO U UFO MB V O H L V O H L O H L O H L O H L OH L O H L O H L O H L O H L O H L O H L G G G G G G F B O F B O F B O F B O EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- OHL OHL G O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L G G EX SB-st-13 U U G UUUGU G U OHL OHL OHL OHL OHL OHL OHL OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL STM STM OHL OHLOHLOHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHL V G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL WILKINSON LAKE BLVD C E N T E R V I L L E R D ASH STREET W W W W W W W W W W W W W W W W W W WET WE T WET WE T WET WE T W E T WILKINSON LAKE AMELIA LAKE <II <II <II<II<II <II I I I I I I I I I I I I I I WET WET WET WET WET WET WET WET WET WE T WET WE T W E T WET WE T WE T WE T WE T WE T WE T WE T WETWET W E T WE T WET WET W E T WE T W E T WE T WE T 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 I I I I I I I I I I I I I I I I 5 0 ' C I T Y O F S T . P A U L W A T E R L I N E R O W 70 ' O V E R H E A D E L E C T R I C UT I L I T Y E A S E M E N T 5 0 ' W H I T E B E A R T O W N S H I P W A T E R A N D S E W E R E A S E M E N T 30' WHITE B E A R T O W N S H I P WATER AND S E W E R E A S M E N T APPROX. ORDINARY HIGH WATER LEVEL 895.2 NORTH OAKS FARMS INC 34-31-22-44-0001 NORTH OAKS FARMS INC 34-31-22-43-0006 NORTH OAKS FARMS INC 34-31-22-44-0008 NORTH OAKS FARMS INC 35-31-22-33-0002 NORTH OAKS FARMS INC 34-31-22-44-0006 NORTH OAKS FARMS INC 34-31-22-43-0008 NORTH OAKS FARMS INC 34-31-22-43-0010 SHEAREN, WILLIAM R 34-31-22-43-0013 BURNS, KEVIN 34-31-22-43-0012 WRUCK, GARY D 1443 ASH ST. 34-31-22-42-0003 EDDY, ROGER B 6097 ASH ST. 34-31-22-34-0003 EDDY, VICTORIA A 34-31-22-43-0002 ROGALLA, SARA R 6063 ASH ST 34-31-22-34-0006 HANSON, SCOTT B 34-31-22-34-0005 NORTH OAKS FARMS INC 34-31-22-34-0001 BACHMAN SR, WARREN D 1465 ASH ST 34-31-22-42-0004 BACHMAN SR, WARREN D & A 1487 ASH ST. 34-31-22-42-0005 CRANDALL SANDER, LOWEL J 1509 ASH ST. 34-31-22-42-0001 MALLMAN, KELSEY M 1557 ASH ST. 34-31-22-41-0008 HALL, LAWRENCE M 1565 ASH ST. 34-31-22-41-0004 CERONSKY, CAROLYN M 1573 ASH ST. 34-31-22-41-0005 LANZ KENT C & JEANNINE A 1579 ASH ST. 34-31-22-41-0006 WOODSTROM, JERRY A 1591 ASH ST. 34-31-22-41-0001 COUNTY OF ANOKA 6101 CENTERVILLE RD 35-31-22-32-0004 B I R C H E R A L E C 1 6 1 3 A S H S T 35 - 3 1 - 2 2 - 3 2 - 0 0 0 8 G R O V E B R A D & J A W O R S K I M 16 0 5 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 5 R O D E N , N O E L L E K A T H E R I N E 1 6 0 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 6 S A G D A L E N A L A N D & N A T A L I E R 1 6 0 1 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 7 COUNTY OF ANOKA 1697 ASH ST 35-31-22-33-0004 DONLIN AMY T H 6100 CENTERVILLE RD 35-31-22-33-0005 GALLOP TRUSTEE, DEBRA A 6102 CENTERVILLE RD 35-31-22-34-0006 PRESBYTERIAN HOMES OF NORTH OAKS INC 5919 CENTERVILLE RD 043022210019 NORTH OAKS FARMS INC 043022320002 25' WA T E R A N D S E W E R EASEM E N T EM LS Easement per Doc. No. 252087 >>>>>>>> <II<II<II<II<II > > > > > > ISGInc.comArchitecture + Engineering + Environmental + Planning DWG LOCATION: S:\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\NON PRODUCTION DWGS\CONCEPTS-EXHIBITS\DENSITY CALCS\30671 CONCEPT 11 - EXISTING COMP PLAN MAP-NOSITE PLAN.DWG SAVED BY: TJ.WELLS EXISTING CITY OF LINO LKAES COMPREHENSIVE PLAN N0 SCALE IN FEET 150 300 ISG PROJECT NO. 24-30671 WILKINSON WATERS DEVELOPMENT LINO LAKES, MINNESOTA - 02/10/2025 MEDIUM DENSITY WILKINSON LAKE 13 4 9 14 10 14 13 6 10 14 9 13 5 9 5 13 14 ' P A R K I N G S E T B A C K 1 5 5 11 X X W 13 19 15 13 23 32 11 23 11 6 10 12 11 6 19 11 X X RAMSEY COUNTY EXISTING CITY OF LINO LAKES COMPREHENSIVE PLAN SANITARY SEWER CONNECTION POINT SIGNATURE GATEWAY HIGH DENSITY ISG PROJECT NO. 24-30671 WILKINSON WATERS DEVELOPMENT LINO LAKES, MINNESOTA - 03102025 ELECTRICAL EASEMENT ARTERIAL ROW PROPOS E D G R E E N W A Y C O O R I R D O R T R A I L PID #34-31-22-43-0006 PID #34-31-22-44-0001 PID #34-31-22-44-0008 PID #35-31-22-33-0002 Exhibit A. Comprehensive Plan Amendment - Existing Land Use G U U FO FO UFO FO U UFO MB V O H L V O H L O H L O H L O H L OH L O H L O H L O H L O H L O H L O H L G G G G G G F B O F B O F B O F B O EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- OHL OHL G O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L G G EX SB-st-13 U U G UUUGU G U OHL OHL OHL OHL OHL OHL OHL OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL STM STM OHL OHLOHLOHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHL V G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL WILKINSON LAKE BLVD C E N T E R V I L L E R D ASH STREET W W W W W W W W W W W W W W W W W W WET WE T WET WE T WET WE T W E T WILKINSON LAKE AMELIA LAKE <II <II <II<II<II <II I I I I I I I I I I I I I I WET WET WET WET WET WET WET WET WET WE T WET WE T W E T WET WE T WE T WE T WE T WE T WE T WE T WETWET W E T WE T WET WET W E T WE T W E T WE T WE T 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 I I I I I I I I I I I I I I I I 5 0 ' C I T Y O F S T . P A U L W A T E R L I N E R O W 70 ' O V E R H E A D E L E C T R I C UT I L I T Y E A S E M E N T 5 0 ' W H I T E B E A R T O W N S H I P W A T E R A N D S E W E R E A S E M E N T 30' WHITE B E A R T O W N S H I P WATER AND S E W E R E A S M E N T APPROX. ORDINARY HIGH WATER LEVEL 895.2 NORTH OAKS FARMS INC 34-31-22-44-0001 NORTH OAKS FARMS INC 34-31-22-43-0006 NORTH OAKS FARMS INC 34-31-22-44-0008 NORTH OAKS FARMS INC 35-31-22-33-0002 NORTH OAKS FARMS INC 34-31-22-44-0006 NORTH OAKS FARMS INC 34-31-22-43-0008 NORTH OAKS FARMS INC 34-31-22-43-0010 SHEAREN, WILLIAM R 34-31-22-43-0013 BURNS, KEVIN 34-31-22-43-0012 WRUCK, GARY D 1443 ASH ST. 34-31-22-42-0003 EDDY, ROGER B 6097 ASH ST. 34-31-22-34-0003 EDDY, VICTORIA A 34-31-22-43-0002 ROGALLA, SARA R 6063 ASH ST 34-31-22-34-0006 HANSON, SCOTT B 34-31-22-34-0005 NORTH OAKS FARMS INC 34-31-22-34-0001 BACHMAN SR, WARREN D 1465 ASH ST 34-31-22-42-0004 BACHMAN SR, WARREN D & A 1487 ASH ST. 34-31-22-42-0005 CRANDALL SANDER, LOWEL J 1509 ASH ST. 34-31-22-42-0001 MALLMAN, KELSEY M 1557 ASH ST. 34-31-22-41-0008 HALL, LAWRENCE M 1565 ASH ST. 34-31-22-41-0004 CERONSKY, CAROLYN M 1573 ASH ST. 34-31-22-41-0005 LANZ KENT C & JEANNINE A 1579 ASH ST. 34-31-22-41-0006 WOODSTROM, JERRY A 1591 ASH ST. 34-31-22-41-0001 COUNTY OF ANOKA 6101 CENTERVILLE RD 35-31-22-32-0004 B I R C H E R A L E C 1 6 1 3 A S H S T 35 - 3 1 - 2 2 - 3 2 - 0 0 0 8 G R O V E B R A D & J A W O R S K I M 16 0 5 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 5 R O D E N , N O E L L E K A T H E R I N E 1 6 0 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 6 S A G D A L E N A L A N D & N A T A L I E R 1 6 0 1 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 7 COUNTY OF ANOKA 1697 ASH ST 35-31-22-33-0004 DONLIN AMY T H 6100 CENTERVILLE RD 35-31-22-33-0005 GALLOP TRUSTEE, DEBRA A 6102 CENTERVILLE RD 35-31-22-34-0006 PRESBYTERIAN HOMES OF NORTH OAKS INC 5919 CENTERVILLE RD 043022210019 NORTH OAKS FARMS INC 043022320002 25' WA T E R A N D S E W E R EASEM E N T EM LS Easement per Doc. No. 252087 >>>>>>>> <II<II<II<II<II > > > > > > ' P A R K I N G S E T B A C K 1 5 5 11 PR O P O S E D P O N D ISGInc.comArchitecture + Engineering + Environmental + Planning DWG LOCATION: S:\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\NON PRODUCTION DWGS\CONCEPTS-EXHIBITS\DENSITY CALCS\30671 PROPOSED COMP PLAN MAP.DWG SAVED BY: TJ.WELLS PROPOSED CITY OF LINO LAKES COMPREHENSIVE PLAN N0 SCALE IN FEET 150 300 ISG PROJECT NO. 24-30671 WILKINSON WATERS DEVELOPMENT LINO LAKES, MINNESOTA - 02/10/2025 MEDIUM DENSITY WILKINSON LAKE 13 4 9 14 10 14 13 6 10 14 9 13 5 9 5 13 14 ' P A R K I N G S E T B A C K 1 5 5 11 X X W 13 19 15 13 23 32 11 23 11 6 10 12 11 6 19 11 X X RAMSEY COUNTY SANITARY SEWER CONNECTION POINT SIGNATURE GATEWAY ISG PROJECT NO. 24-30671 WILKINSON WATERS DEVELOPMENT LINO LAKES, MINNESOTA - 03102025 ELECTRICAL EASEMENT ARTERIAL ROW PROPOSE D G R E E N W A Y C O O R I R D O R T R A I L PID #34-31-22-43-0006 PID #34-31-22-44-0001 PID #34-31-22-44-0008 PID #35-31-22-33-0002 Exhibit B. Comprehensive Plan Amendment - Proposed Land Use 1st Reading: Website Notice: 2nd Reading: Publication: Adoption: Effective: CITY OF LINO LAKES ORDINANCE NO. 10-25 ORDINANCE TO REZONE CERTAIN REAL PROPERTY FROM R, RURAL TO PUD, PLANNED UNIT DEVELOPMENT FOR WILKINSON WATERS ADDITION The City Council of Lino Lakes ordains: Section 1: Findings of Fact 1. The City received a Land Use Application to rezone certain property from R, Rural to PUD, Planned Unit Development. 2. The Planning and Zoning Board held public hearings on April 9, 2025 and May 14, 2025. 3. Per City Code Section 1007.015 (4): (e) The Planning and Zoning Board shall hold the public hearing and consider possible adverse effects of the proposed amendment. Its judgement shall be based upon, but not limited to, the following factors: 1. The proposed action is consistent with the official City Comprehensive Plan. The PUD rezoning is consistent with the 2040 Comprehensive Plan as amended. The development area is guided Signature Gateway which allows for a mix of higher density residential, commercial services and employment opportunities. 2. The proposed action is or will be compatible with present and future land uses of the area. The PUD rezoning is compatible with present and future residential land uses of the area. 3. The proposed action conforms with all performance standards contained herein. The proposed master planned development conforms with all performance standards with minor revisions as noted. 4. The proposed action can be accommodated with existing public services and will not overburden the city’s service capacity. 2 The proposed master planned development can be accommodated with White Bear Township’s existing public services and will not overburden the township’s service capacity. 5. Traffic generation by the proposed action is within capabilities of streets serving the property as described in § 1007.020(4)(d) of this chapter. Traffic generated by the proposed master planned development is within the capabilities of the streets serving the property. Section 2: Amendment The Zoning Ordinance of the City of Lino Lakes is hereby amended to rezone the following described property from R, Rural to PUD, Planned Unit Development. Section 3: Legal Description The property is legally described as: The East Half of the Southeast Quarter of the Southeast Quarter (E1/2 SE1/4 of SE 1/4) of Section 34, Township 31, Range 22, East of St. Paul Water Works, Anoka County, Minnesota. AND That portion of Government Lot 5, Section 35, Township 31, Range 22 West, lying west of the Centerville Road, Anoka County, Minnesota. AND The South 300 feet thereof, and except the North 170 feet of the South 470 feet of the East 870 feet thereof, that part of the West three-quarters of the South Half of the Southeast one- quarter (W 3/4 S 1/2 SE 1/4) Section 34, Township 31, Range 22 lying southeasterly of the presently existing Water Department right-of-way (meaning thereby the right-of-way easement for conduit purposes of the St. Paul Board of Water Commissioners), Anoka County, Minnesota. AND The South Four Hundred Seventy (470) feet of the Southwest Quarter of Southeast Quarter of Southeast Quarter (SW 1/4 of SE 1/4 of SE 1/4) of Section Thirty-four (34), Township Thirty-one (31) North, Range Twenty-two (22) West and also the South Four Hundred Seventy (470) feet of the East Two Hundred Ten (210) feet of the Southwest Quarter of Southeast Quarter (SW 1/4 of SE 1/4) of said Section Thirty-four (34); and also, except the East Two Hundred Ten (210) feet, all that part of the South Three Hundred (300) feet of the Southwest Quarter of Southeast Quarter (SW 1/4 of SE 1/4) of said Section Thirty-four (34) lying Easterly of St. Paul Water Works right of way; and also all that part of the South Twenty-five (25) feet of the Southwest Quarter of Southeast Quarter (SW 1/4 of SE 1/4) of said Section Thirty-four (34) lying westerly of said right of way; and also all that part of the South Twenty-five (25) feet of the Southeast 3 Quarter of Southwest Quarter (SE 1/4 of SW 1/4) of said Section Thirty-four (34) lying Easterly of the County Road, Anoka County, Minnesota. Section 4: Development Regulations The development shall conform to the plans, requirements, and conditions of approval as listed in Council Resolution No. 25-65. If not otherwise specified, the requirements of City Code Section 1007.114, R-4, High Density Residential District, shall govern the townhomes, apartments, and senior building. The requirements of City Code Section 1007.132 GB, General Business shall govern the commercial development. Section 5: Effect This ordinance shall be in force and effect from and after its passage and publication according to the Lino Lakes City Charter and upon the filing of the ordinance. Section 6: Contingency The rezoning provided for by this ordinance is contingent on the filing of Wilkinson Waters Addition final plat. Should the final plat not be filed, the rezoning provided by this ordinance shall be null and void. Adopted by the Lino Lakes City Council this ____ day of ________________, 2025. ____________________________ Rob Rafferty, Mayor ATTEST: ________________________ Roberta Colotti, CMC City Clerk 1 CITY OF LINO LAKES RESOLUTION NO. 25-65 APPROVING WILKINSON WATERS ADDITION PUD PRELIMINARY PLAN/PRELIMINARY PLAT WHEREAS, the City received an application for Wilkinson Waters Addition PUD Preliminary Plan/Preliminary Plat, hereinafter referred to as “Development”, and WHEREAS, City staff has completed a review of the Development based on the following: • Comprehensive Plan Amendment Maps prepared by ISG dated March 10, 2025 • Ash Street Traffic Impact Study prepared by ISG dated October 14, 2024 • Wetland Replacement Plan prepared by Kjolhaug Environmental Services dated March 2, 2025 • Wilkinson Waters Preliminary Plat Plan prepared by ISG dated March 10, 2025 • Stormwater Management Report prepared by ISG dated March 10, 2025 • Traffic Noise Analysis prepared by ESI Engineering dated March 11, 2025 • Preliminary Geotechnical Evaluation Report prepared by Braun Intertec dated February 11, 2025 • Wilkinson Waters Design Guidelines and Statement of Intent received on March 10, 2025 WHEREAS, public hearings were held before the Planning & Zoning Board on April 9, 2025 and May 14, 2025, and the board recommended approval of the Development with conditions, NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that: FINDINGS OF FACT PUD, Planned Unit Development Per City Code Section 1007.024: (2) The PUD, by allowing deviation from the strict provisions of this ordinance related to setbacks, heights, lot area, width and depths, yards, etc., may be considered by the City when it would result in one or more of the following public benefits: (a) Implementation of a master plan consistent with the Planning District objectives of the Comprehensive Plan. A master plan for this area is not required per the 2040 Comprehensive Plan-Planning District 4. 2 Per Planning District 4, a gateway should be planned at the intersection of Centerville Road and County Road J (Ash Street). The Lino Lakes Gateway Planning manual was prepared in June 2024 and includes this area. (b) Innovations in development that address growing demands for all styles of economic expansion, greater variety in lot size, configuration, home type, design, enhanced architectural standards, and siting of structures through the conservation and more efficient use of land in such developments. The commercial component supports economic expansion. The development proposes a mix of residential housing types consisting of townhomes, market rate apartments, and senior living. This variety in housing types supports life-cycle housing. The flexible site design configuration allows for the creation of a multi-functional greenway corridor that incorporates storm water management, wetlands, open space, and trails. The development also promotes conservation and a more efficient use of land. (c) Preservation and enhancement of desirable site characteristics such as wildlife habitat, unique natural resources, existing vegetation, natural topography, geologic features and reduction of negative impacts on the environment. The site is within the shoreland districts of Lake Wilkinson and Lake Amelia and adjacent to a large wetland complex. The large wetland will be preserved and enhanced into a multi-purpose greenway corridor and storm water management system. The corridor will also be protected by a vegetative buffer that provides additional protection to the natural resources. A stormwater reuse system will be evaluated and implemented to the extent feasible to offset the use of municipal water for irrigation. (d) Creative use of land and related physical development which allows a phased and orderly transition of varying land uses in close proximity to each other. The development transitions from low intense townhomes near Wilkinson Lake and the wetland to higher intense apartments near the arterial roads. (e) Efficient use of land resulting in smaller networks of utilities and streets thereby lowering development costs and public investments. Private streets result in efficient, smaller networks of utilities and streets. This lowers development costs and public investments. (f) Mix of land use types. The development proposes a mix of residential housing types and commercial development. 3 (g) Provision of a housing type or target housing price that is desirable to the City. The development proposes a mix of residential housing types consisting of townhomes, market rate apartments, and senior living. This variety in housing types supports life-cycle housing that is desirable to the City. (h) Other public benefits and values as recognized in the City’s Comprehensive Plan. Per the 2040 Comprehensive Plan, page 3-3 of the Land Use Plan: Goal 1, Policy e. details the following additional public values that may be achieved in the Wilkinson Waters concept plan: • Preserving open space, providing park dedication and trails, and/or providing stormwater management areas, in excess of minimum standards to implement the Greenway System o 53% open space > than minimum 50% required by Shoreland PUD • Using “Green” building and low impact development techniques • Restoring/enhancing ecological systems • Managing stormwater using natural filtration and other ecologically based approaches • Providing life-cycle and affordable housing • Diversifying the tax base to lessen the tax burden on residential properties Preliminary Plat 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: 1. Land use plan; 2. Transportation plan; 3. Utility (sewer and water) plans; 4. Local water management plan; 5. Capital improvement plan; and 6. Growth management policies, including MUSA allocation criteria. 4 Wilkinson Waters is consistent with the goals and policies of the comprehensive plan regarding 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. Wilkinson Waters is consistent with infill policies. The two (2) easterly lots containing the residential and commercial development are within Utility Staging Area 1A. One hundred percent of the street and utility costs are privately financed by the developer The cost, operation and maintenance of the utility system is 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 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. Wilkinson Waters meets the requirements for level of service (LOS). Existing roads and intersections providing access to the subdivision will have the structural capacity to accommodate projected traffic from the proposed subdivision upon completion of Ramsey and Anoka County intersections improvement. 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. Wilkinson Waters will have an adequate water supply served by White Bear Township. (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; 6 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. Wilkinson Waters will be served with an adequate waste disposal system through White Bear Township. BE IT FURTHER RESOLVED the following PUD, Planned Unit Development flexibility is provided for Wilkinson Waters Addition: 1. Building height: 40 feet (3-story) for multi-family buildings and 55 feet (4-story) for senior living building > allowed 36 feet height in shoreland district. 2. Floor Area: 550 square foot studio apartment unit < required 700 square feet with additional 100 square feet per bedroom a. A maximum of 15% of all multi-family units can be studio apartments. 3. Townhomes o Base Lot Width: 142ft < 150ft Shoreland PUD requirement o Base Lot Size: 18,239sf < 20,000sf R-4 requirement 4. Multifamily Buildings o Distinct ground levels are not required for the 3-story multi-family buildings. 5. Setbacks o Multifamily Buildings Building Side Lot Line: 15ft < 20ft requirement o Townhomes Building Rear Lot Line: 15ft < 30ft requirement Building Side Lot Line: 10ft < 20ft requirement BE IT FURTHER RESOLVED the Wilkinson Waters Addition PUD Preliminary Plan/Preliminary Plat is approved subject to the following conditions: 1. The Comprehensive Plan Amendment shall be approved by Met Council prior to approval of the final plat. 2. A joint powers agreement between Lino Lakes and White Bear Township for sanitary sewer and water shall be approved prior to approval of the final plat. 3. A Homeowner’s Association shall own and maintain the outlots containing open space, wetlands, buffer, and lake. 7 4. A Homeowner’s Association shall maintain the landscaped road medians. 5. An outlot shall be created for the upland area of the public park to the west that will be used for passive recreation. a. The outlot shall be deeded to the City. 6. In lieu of public land dedication, the City will collect cash fee. a. Credit will be given for trail construction costs. 7. A trail easement shall cover the trail corridor on Outlot F. 8. A Conservation Easement and/or Wetland Buffer Declaration shall be recorded over the wetlands and buffer. 9. The underlying conventional zoning districts shall be R-4, High Density Residential for the townhomes, apartments, and senior living building and GB, General Business for the commercial. 10. Architecture and building design standards shall meet noise study requirements. 11. The Design Guidelines & Statement of Intent-Wilkinson Waters shall provide additional development guidance. BE IT FURTHER RESOLVED following items shall be addressed prior to City Council approval of the final plat: 1. All comments from City Engineer memo dated April 2, 2025. 2. All comment from Environmental Coordinator memo dated March 26, 2025. 3. All comments from Anoka County Highway Department email dated March 27, 2025. 4. All comments from Ramsey County Public Works email dated May 7, 2025. 5. All lot lines, proposed ROW, etc. on all plan sheets shall be a solid line, not dashed. 6. All Wilkinson Way street right-of-way parking lot setbacks shall be minimum of 15ft. a. All plan sheets and Design Guidelines shall be revised. 7. A wetland buffer signage location plan shall be created that includes the City sign detail. 8. All applicable plan sheets shall include six (6) ft tall maintenance free fences near the underground parking drive lanes along Ash Street and Centerville Road. 9. Sheet A0-11, Phasing Plan: a. Delete chart titled Devoted Area. b. The phasing narrative does not match the Design Guidelines narrative. c. Delete density chart d. Move Site Summary chart to Site Plan sheets e. Impervious surface calculations only need to be provided on Land Use & Density Plan. 10. Sheet A0-12, Land Use Plan: a. Insert revised Land Use and Density Plan 11. Sheet A0-16, Preliminary Plat: a. Standard 10ft drainage and utility easement detail shall be included. b. Drainage and utility easements shall be labeled. c. Drainage and utility easement needed over stormwater ponds. d. Outlot D and E shall be lots and blocks on the preliminary plat. i. They can be final platted as outlots. 8 e. Delete setbacks, height requirements, proposed zoning, etc. and just say, “See Design Guidelines for setbacks and building heights”. 12. Sheets AA-20 and AA-21, Apartment Elevations: a. On all elevations, include callouts identifying each material. i. For example, where are the wood finish accents? b. On all elevations, add the building height elevation line. 13. Sheet AC-20, Clubhouse Elevations: a. Add building heights. b. Add exterior materials % and callouts. 14. Sheet AT-20, Townhome Elevations: a. Add stone base around entire buildings. 15. Sheet C3-10, Overall Site Plan: a. Building ID 14 should be senior housing b. Show trail looping through public park to Ash Street. c. The “greenway corridor” sidewalk along Wilkinson Way adjacent to the commercial shall be minimum 8.5ft wide to match trail width. 16. Sheet C3-11, Site Plan: a. On multifamily lot, i. Along south lot line, change 15ft rear setback to 30ft rear setback. ii. Along west lot line, change 15ft rear setback to 15ft side setback. b. On the commercial lot, i. Along the north lot line, change 15ft rear setback to 10ft side setback. c. The proposed uses of “Future Amenity” areas shall be clearly defined. 17. Sheet C3-12, Site Plan: a. Label the lines. b. Label parking lot setback lines. 18. Sheet C3-13, Site Plan: a. Trail shall be minimum 8.5ft wide. 19. Sheet C3-14, Site Plan: a. Label the lines. b. Label parking lot setback lines. 20. Sheet C3-21, Utility Plan: a. The fire hydrant on the east side of Building B be located south closer to the garage entrance. 21. Sheet E1-02, Photometric Plan: a. Photometric plans shall be required with future commercial and senior building development. 22. Sheet E1-05, Lighting Cut Sheets and Schedule: a. Light fixture labels shall be clearly noted on the photometric plans. b. Lighting details shall be provided for the multi-family building wall packs. c. Additional lighting shields shall be added to light fixtures and building wall packs. 23. Design Guidelines booklet comments will be provided separately. 9 Adopted by the City Council of the City of Lino Lakes this 27th day of May, 2025. ___________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Roberta Colotti, CMC, City Clerk 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 7B STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: May 27, 2025 TOPIC: Otter Crossing South i. Consider Resolution No. 25-68 Approving Final Plat ii. Consider Resolution No. 25-69 Approving Development Agreement VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION The applicant, TYME Properties, LLC., submitted a land use application for Otter Crossing South final plat. The plat is for one (1) commercial lot south of CSAH 14 (Main Street), east of I-35E and west of CR 84 (Otter Lake Road). This is the proposed ALDI’s grocery store lot. Tentative Review Schedule: Complete Application Date: April 14, 2025 60-Day Deadline: June 13, 2025 Environmental Board Meeting: N/A Park Board Meeting: N/A Planning & Zoning Board Meeting: May 14, 2025 City Council Work Session: May 27, 2025 City Council Meeting: May 27, 2025 This staff report is based on the following information: • Otter Crossing South final plat prepared by Pioneer Engineering received on April 14, 2025 • Otter Crossing South-Otter Lake Road Turn Lane Construction plans prepared by Pioneer Engineering dated April 14, 2025 • Turn Lane Cost Estimate dated April 7, 2025 • Traffic Study prepared by SSTS dated April 14, 2025 • Title Commitment 2 BACKGROUND On April 14, 2025, the City Council passed Resolution No. 25-43 approving the Otter Crossing South preliminary plat. The Council staff report and resolution detail the project’s consistency with the City’s Comprehensive Plan and compliance with the City Code. ANALYSIS The final plat contains the following lots and outlots: Parcel Acres Purpose Lot 1, Block 1a 1.32 acres Grocery Store Lot 1A, Block 1a 2.76 acres Grocery Store Outlot A 23.19 acres Future development Outlot B 2.23 acres Future development CR 84 (Otter Lake Rd) 0.26 acres Dedicated road right-of-way TOTAL 29.76 acres a Lot 1 is abstract property and Lot 1A is torrens property. The grocery store will be constructed on both Lots 1 and 1A and it will be treated as one lot. An additional 10ft of road right-of-way along CR 84 (Otter Lake Road) is being dedicated on the plat as required. Planning & Zoning Board On May 14, 2025, the Planning and Zoning Board reviewed the Otter Crossing South final plat and made the following findings of fact: Per City Code Section 1001.057 Review, Approval or Denial: (1) The Planning and Zoning Board shall consider the final plat and the Community Development Department shall forward the Planning and Zoning Board recommendations to the City Council. The following requirements shall be met before consideration of the final plat by the Planning and Zoning Board: (a) The final plat shall substantially conform to the approved preliminary plat and phasing plan; The final plat substantially conforms with the preliminary plat. 3 (b) For plats that consist solely of individual single family residential lots, final plat applications for subsequent phases shall not be approved until building permits have been issued for 40% of lots in the preceding phase. This division applies only when the preceding phase consists of 40 or more lots; and Not applicable. This is a one (1) lot commercial subdivision. (c) Conditions attached to approval of the preliminary plat shall be substantially fulfilled or secured by the development agreement, as appropriate. The conditions of the preliminary plat have been substantially fulfilled. Securities will be required with a Development Agreement. Public Land Dedication The City will collect a cash fee in lieu of land dedication for commercial development at the time of final plat. Otter Crossing South 4.08 acres x $2,600 per acre = $10,608 Title Commitment The City Attorney reviewed the title commitment and notes that a conveyance from VoranDeSoto LLC to CLino is required. Agreements • Stormwater Maintenance Agreement The stormwater facilities will be privately maintained and a Declaration for Maintenance of Stormwater Facilities will be required. • Development Agreement A Development Agreement will be prepared by the City. • Site Improvement Performance Agreement A Site Improvement Performance Agreement will be required for the ALDI grocery store. Findings of Fact 4 City Code Section 1001.057 (2) details requirements that shall be met before consideration of the final plat by the City Council. The attached Resolution No. 25-68 details these findings of fact. RECOMMENDATION Staff and the Planning & Zoning Board recommend approval of the Otter Crossing South final plat. ATTACHMENTS 1. Preliminary Plat 2. Resolution No. 25-68 3. Final Plat 4. Resolution No. 25-69 5. Development Agreement 6. City Engineer Memo dated May 7, 2025 c 7OFOTTER CROSSING SOUTH LINO LAKES, MINNESOTA TYME PROPERTIES 3435 LABORE ROAD SUITE 150 02-10-2025 PJC NJK,JLT Name Reg. No.Date Revisions 1. 03-18-2025 City Comments Date Designed Drawn 2025 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 02-10-2024 VADNAIS HEIGHTS, MN 55110 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Surveyor under the laws of the State of Minnesota 42299 Peter J. Hawkinson 00-SURV-119015-BASE.DWG 6PRELIMINARY PLAT Attachment 1. Preliminary Plat 1 CITY OF LINO LAKES RESOLUTION NO. 25-68 RESOLUTION APPROVING OTTER CROSSING SOUTH FINAL PLAT WHEREAS, on April 14, 2025, the City received a complete land use application for Otter Crossing South final plat hereafter referred to as Development; and WHEREAS, City staff completed review of the proposed Development based on the following plans and information: •Otter Crossing South final plat prepared by Pioneer Engineering received on April 14, 2025 •Otter Crossing South-Otter Lake Road Turn Lane Construction plans prepared by Pioneer Engineering dated April 14, 2025 •Turn Lane Cost Estimate dated April 7, 2025 •Traffic Study prepared by SSTS dated April 14, 2025 •Title Commitment; and WHEREAS, the City Council approved the preliminary plat with Resolution No. 25-43 on April 14, 2025; and WHEREAS, the Planning & Zoning Board reviewed and recommended approval of the Development on May 14, 2025; and WHEREAS, the proposed Development is not considered premature and meets the performance standards of the subdivision and zoning ordinance; and NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota: FINDINGS OF FACT Per City Code Section 1001.057 Review, Approval or Denial: (2)The following requirements shall be met before consideration of the final plat by the City Council: (a)The final plat shall substantially conform to the approved preliminary plat and phasing plan. The final plat substantially conforms to the approved preliminary plat and phasing plan. 2 (b) For plats that consist solely of individual single family residential lots, final plat applications for subsequent phases shall not be approved until building permits have been issued for 40% of lots in the preceding phase. This division applies only when the preceding phase consists of 40 or more lots. Not applicable. This is a one (1) lot commercial subdivision. (c) City attorney approval of the status of title/property ownership related to the final plat. The City attorney reviewed the status of the title/property ownership related to the final plat. (d) Completed development contract. A Development Agreement has been completed and shall be executed. (e) Conditions attached to approval of the preliminary plat shall be fulfilled or secured by the development agreement, as appropriate; and The conditions of the preliminary plat have been substantially fulfilled. Securities will be required with a Development Agreement. (f) All fees, charges and escrow related to the preliminary or final plat shall be paid in full. All fees, charges and escrow related to the preliminary or final plat shall be paid in full prior to release of the final plat mylars. BE IT FURTHER RESOLVED the final plat is approved subject to the following conditions: 1. A declaration stating Lot 1 and Lot 1A, Otter Crossing South shall be maintained together for the purposes of sale and development shall be recorded. 2. A shared access, parking, and maintenance agreement and exhibit shall be recorded. 3. A declaration of access control along CR 84 (Otter Lake Road) and exhibit shall be recorded. BE IT FURTHER RESOLVED the following items shall be addressed prior to release of the final plat mylars: 1. All comments from the City Engineer memos dated May 7, 2025. 2. The City Attorney shall draft the quit claim deed related to the vacations. 3. A conveyance from VoranDeSoto LLC to CLINO is required. 3 Adopted by the City Council of the City of Lino Lakes this 27th day of May, 2025. ___________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Roberta Colotti, CMC, City Clerk CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Attachment 3. Final Plat CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS CITY OF LINO LAKES RESOLUTION NO. 25-69 RESOLUTION APPROVING OTTER CROSSING SOUTH DEVELOPMENT AGREEMENT WHEREAS, on May 27, 2025 the City Council passed Resolution No. 25-68 approving Otter Crossing South final plat; and WHEREAS, the City’s subdivision ordinance and conditions of approval require the execution of a development agreement between the Developer and the City of Lino Lakes. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes approves the Development Agreement between CLino, LLC and the City of Lino Lakes for Otter Crossing South and authorizes the Mayor and City Clerk to execute such agreement on behalf of the City Adopted by the City Council of the City of Lino Lakes this 27th day of May, 2025. _______________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Roberta Colotti, CMC, City Clerk DEVELOPMENT AGREEMENT Otter Crossing South THIS AGREEMENT is made this _____ day of ____________, 2025, by and between the City of Lino Lakes (“City”), a Minnesota municipal corporation, and CLino LLC (“Developer”). 1. Subdivision. Developer received preliminary plat approval from the City by Resolution No. 25-43 for a plat known as Otter Crossing South (“Subdivision”). Unless otherwise stated, all terms and conditions of this Agreement relate to work within the Subdivision. 2. Final Plat Approval. The City’s approval of the final plat of Otter Crossing South is contingent upon execution and delivery of this agreement, all required petitions, bonds, security, and other documents required by the City, and satisfaction of all conditions of approval required by Resolution No. 25-68. The Final Plat including 1 lot is attached hereto as Exhibit A. 3. Phased Development. The City may refuse to approve final plats of subsequent additions of the plat if the Developer has breached this Agreement and the breach has not been remedied. Development of subsequent phases may not proceed until Development Agreements for such phases are approved by the City and are fully executed. 4. Developer Plans. a. The Subdivision shall be developed in accordance with the following Developer Plans, original copies of which are on file with the City Engineer. The Developer Plans may be prepared and revised after entering into this Agreement but must be approved by the City before commencement of any work. If the plans vary from the written terms of this Agreement, this Agreement shall control. b. The Developer Plans as of the date of this Agreement are: i. Otter Crossing South final plat prepared by Pioneer Engineering received on April 14, 2025 ii. Otter Crossing South-Otter Lake Road Turn Lane Construction plans prepared by Pioneer Engineering dated April 14, 2025 5. Permits. The Developer shall be responsible for securing all site grading and development approvals and all other required permits from all appropriate Federal, State, Regional and Local jurisdictions prior to the commencement of site grading or construction and prior to the City awarding construction contracts for public improvements. Otter Crossing South Development Agreement May 27, 2025 page 2 6. Developer Improvements. The Developer shall secure a contractor to install the improvements described in this paragraph, or otherwise required herein to be installed by Developer, hereinafter referred to as the “Developer Improvements,” which contractor shall be approved by the City in its absolute and sole discretion. The Developer Improvements shall be constructed per the City Standard Specifications for Construction January 2024, current version. The cost of Developer Improvements is as shown on Exhibit B attached hereto. All Developer Improvements shall require City inspection and approval and, where appropriate, the approval of any other governmental agency having jurisdiction. The Developer shall construct and install at the Developer's expense the following improvements according to the following terms and conditions: a. Site Grading i. No grading shall commence until all requirements of the Rice Creek Watershed District (RCWD) have been satisfied. ii. All site grading shall be conducted in accordance with the grading plan as approved by the City and in accordance with NPDES and RCWD requirements. The Developer shall perform the work in accordance with a Storm Water Pollution Prevention Plan (SWPPP) pursuant to Minnesota Pollution Control Agency (MPCA) requirements. b. Grading and Erosion Control i. The Developer shall grade the site to within 0.2 foot of the grades shown on the approved grading plan. No deviations will be allowed unless a revised plan is submitted and approved in writing by the City and all other regulatory agencies. ii. The street right-of-way, storm water storage ponds, and surface water drainage ways shall be graded prior to commencement of utility construction. Four inches of topsoil and a City approved seed mix shall be installed within disturbed areas, and seed mix information shall be provided to the City. Surface water management systems shall be maintained by the Developer until they are accepted by the City. iii. The Developer shall be responsible for ascertaining that site geotechnical and groundwater conditions are adequate and conforming with the grading and site improvement as proposed. The Developer shall provide testing from an approved testing company. Otter Crossing South Development Agreement May 27, 2025 page 3 iv. The Developer’s engineer shall certify in writing, with an as-built survey, that all grading complies with the approved grading plan prior to issuance of any building permits. v. The Developer shall promptly clear dirt and debris within public rights-of- way and drainage and utility easements resulting from construction by the Developer, its purchasers, builders and contractors within five (5) days after notification by the City. The Developer shall be responsible for all necessary street and storm sewer maintenance, including street sweeping, until all home construction is completed, unless otherwise released by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on them, including detour signs if necessary. If and when the streets become impassable, such streets shall be barricaded and closed. The Developer shall maintain a smooth, hard driving surface and adequate drainage on all temporary streets. If the Developer choses to have the City snow plow the streets before the wear course is installed and in order to provide access to the Development area, the Developer shall be responsible for damage such as curb and gutter replacement caused by the City’s snow removal process. c. Final street grading, subbase, gravel base, concrete curb and gutter, and bituminous base and wear course, street signs and striping shall be furnished and installed. d. Sidewalks, trails and street lighting shall be installed within 6 months of the bituminous base course. Extensions may be approved by the City Engineer, due to weather conditions, upon receipt of a written request in writing by the Developer to the City. In no case shall such extension extend beyond one year from the date of installation of bituminous base course. The Developer shall be responsible for sidewalk damage until the project is accepted by the City and escrow balances are returned. e. Storm sewers, when determined to be necessary by the City Engineer, including all necessary laterals, catch basins, inlets and other appurtenances, shall be furnished and installed. f. Sanitary sewer mains, laterals or extensions, including all necessary building services and other appurtenances, shall be furnished and installed. g. Water mains, laterals or extensions, including all necessary building services, hydrants, valves and other appurtenances, shall be furnished and installed. Otter Crossing South Development Agreement May 27, 2025 page 4 h. The Developer shall place iron monuments at all lot, block, and outlot corners and at all other angle points on boundary lines consistent with the final plat. Iron monuments shall be placed after all street and lawn grading has been completed in order to preserve the lot markers for future property owners. Lot corner irons on the back property line shall be installed so that the top of the iron corresponds to the finished ground elevation in accordance with the approved grading plan. Guard stakes shall be appropriately installed to mark these irons. i. Landscaping shall be furnished and installed in accordance with the approved plans. The landscaping shall be maintained by the Developer until accepted by the City’s Environmental Coordinator. Developer shall be responsible for vegetative restoration of ponding areas, outlots, wetland mitigation areas, and other native planting areas identified on the plans in accordance with City Standard Specifications for Construction. Developer shall provide a contract with a qualified firm for the establishment and maintenance of all open space / native plant areas. Said contract shall cover a minimum of the 3 year establishment period, from the date of planting. j. The Developer shall arrange for all gas, telecommunications, cable, internet, electric, and other necessary private utility services to the Subdivision in accordance with City Code and State law. The utilities are required to be located within a joint trench. Street light installations shall be initiated by the Developer with City Engineer approval. The Developer is solely responsible for the cost of private utility and internet installation. k. The Developer shall install mailboxes in accordance with Federal and Postal Service regulations. l. The Developer shall install wetland buffer signs per City standard detail plates prior to the issuance of building permits. 7. Time of Performance. The Developer shall install all required improvements enumerated in Paragraph 6 by November 30, 2025. The Developer may request a reasonable extension of time from the City. If the extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 8. City Improvements. No City installed improvements are proposed to be constructed for this subdivision. 9. Record Drawings. Otter Crossing South Development Agreement May 27, 2025 page 5 a. Upon project completion, Developer shall submit record drawings, in electronic format, of all public and private infrastructure improvements, including grading, sanitary sewer, watermain, storm sewer facilities, and roads, constructed by Developer. The files shall be drawn in Anoka County NAD 83 Coordinate system and provided in both AutoCAD .dwg and Adobe .pdf file formats. The plans shall include accurate locations, dimensions, elevations, grades, slopes and all other pertinent information concerning the complete work. b. The Developer shall submit certified compaction testing results for the site grading operations that certify that grading work meets pertinent compaction requirements for the project. c. A summary of the record plan attribute data for the storm sewer, watermain, and sanitary sewer structures and pipes shall be submitted in the form of an Excel Spreadsheet as provided by the City Engineer. d. No securities will be fully released until all record drawings have been submitted and accepted by the City Engineer. 10. Faithful Performance of Construction Contracts and Security. a. The Developer will fully and faithfully comply with all terms and conditions of any and all contracts entered into by the Developer for the installation and construction of all Developer Improvements. Concurrent with the execution hereof by the Developer, the Developer will furnish to, and at all times thereafter maintain with the City, a cash deposit, certified check, or Irrevocable Letter of Credit, based on one hundred fifty (150%) percent of the total estimated cost of Developer's Improvements as determined by the City Engineer. b. Irrevocable Letter of Credit. If an Irrevocable Letter of Credit is utilized, it shall be for the exclusive use and benefit of the City of Lino Lakes and shall state that it is issued to guarantee and assure performance by the Developer of all the terms and conditions of this Development Agreement and construction of all required improvements referenced therein in accordance with the ordinances and specifications of the City. The letter shall be in a form, and from a bank, as approved by the City. The City reserves the right to draw, in whole or in part, on any portion of the Irrevocable Letter of Credit for the purpose of guaranteeing the terms and conditions of this agreement. The Irrevocable Letter of Credit shall be automatically extended for additional periods of one year from present or future expiration dates on an annual basis, unless at least sixty (60) days prior to the expiration date, the Community Development Director and City Engineer, are notified by certified mail or overnight courier, that the Letter of Credit will not be extended. Otter Crossing South Development Agreement May 27, 2025 page 6 c. Public Improvement Surety Agreement, not applicable. d. Reduction of Security. The Developer may request 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. 11. Warranty. The Developer warrants all utility work required to be performed by it against poor material and faulty workmanship for a period of two years after its completion and acceptance by the City. All new streets shall be warranted by the developer for a period of one year from the time the final inspection of the street is completed and accepted by the City Council. All trees, grass and sod shall be warranted to be alive, of good quality and disease free for 12 months after planting. Prior to final acceptance of the Developer Improvements the City shall require a Surety Bond or Cash Escrow to cover the warranty provisions of this Agreement. The amount shall be 20 % of the original cost of construction identify in Exhibit B. 12. Dedication. The Developer shall dedicate to the City, at no cost to the City, any permanent or temporary easements that may be necessary for the construction and installation of the Developer Improvements. All such easements required by the City shall be in writing, in recordable form, containing such terms and conditions as the City shall determine. 13. Ownership of Improvements. Upon completion and City acceptance of the work and construction required by this Agreement, the public improvements lying within public rights-of-way and easements shall become City property without further notice or action unless the improvements are to be deemed private infrastructure. 14. Recording and Release. The Developer agrees that the terms of this Development Agreement shall be a covenant on any and all property included in the Subdivision. The Developer agrees that the City shall have the right to record a copy of this Development Agreement with the Anoka County Recorder to give notice to future purchasers and owners. This shall be recorded against the Subdivision described on Page 1. 15. Escrow for City’s Costs. a. The Developer agrees to establish a non-interest bearing escrow account with the City in an amount determined by the City Administrator or their designee for the payment of all costs incurred by the City related to the development of the Subdivision including, but not limited to, the following (See Exhibit B for breakdown of costs): i. Planning/ Review ii. Administration - 3% of Developer Improvement Costs Otter Crossing South Development Agreement May 27, 2025 page 7 iii. City Engineering and Legal iv. Street lighting installation (by utility company, developer to initiate) v. Boulevard tree planting vi. Street, storm sewer and pond maintenance vii. Property Taxes. Should the recording of the Final Plat occur after July 1st, any and all property taxes on any public property dedicated as a part of this plat shall be the responsibility of the Developer. b. If the above escrow amounts are insufficient, the Developer shall make such additional deposits as required by the City. The City shall have a right to reimburse itself from the Escrow with suitable documentation supporting the charges. 16. Developer Fees. At the time of execution of this Agreement, the Developer shall pay the following fees related to the development of the Subdivision (See Exhibit B for breakdown of costs): a. Park Dedication The Park Dedication Fee for this site is calculated as follows: 4.08 units x $2,600 per acre (CII) = $10,608 b. The Developer shall pay 15 months of maintenance and energy costs for street lights installed within the Subject Property at the rate of $8/month/light. After that the City will assume the costs. c. GIS Mapping Fees d. Trunk Sewer Connection Fees Not Applicable e. Trunk Water Connection Fees Not Applicable f. Surface Water Management Area Charges The City established a trunk area charge to uniformly distribute the costs of public trunk surface water infrastructure and water quality improvements. The Surface Water Management Charge shall be based on developable acreage, in Otter Crossing South Development Agreement May 27, 2025 page 8 the amount specified in Exhibit B. The charge shall be paid at the time of subdivision approval. 17. Assessment of Charges and Waiver of Rights. Not Applicable. 18. Building Permits. Not Applicable. 19. Special Provisions. Not Applicable. 20. Hours of Construction Activity. All construction activity shall be limited to the hours as follows: Monday through Friday 7:00 a.m. to 7:00 p.m. Saturday 9:00 a.m. to 5:00 p.m. Sunday and Holidays No working hours allowed 21. Insurance. Developer or its general contractor shall take out and maintain until one year after the City accepted the Developer Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's or general contractor’s work, as the case may be, or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than Five Hundred Thousand and no/100 ($500,000.00) Dollars for one person and Two Million and no/100 ($2,000,000.00) Dollars for each occurrence; limits for property damage shall be not less than One Million and no/100 ($1,000,000.00) Dollars for each occurrence; or a combination single limit policy of Two Million and no/100 ($2,000,000.00) Dollars or more. The City, its employees, its agents and assigns shall be named as an additional insured on the policy, and the Developer or its general contractor shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. 22. Developer’s Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, including but not limited to attorney and engineering fees, provided the Developer is first given notice of the work in default, not less than 48 hours in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, levy the cost in whole or in part as a special assessment against the Subject Property. Developer waives its rights to notice of Otter Crossing South Development Agreement May 27, 2025 page 9 hearing and hearing on such assessments and its right to appeal such assessments pursuant to Minnesota Statutes, chapter 429. 23. General. a. Binding Effect The terms and provisions hereof shall be binding upon and inure to the benefit of the heirs, representatives, successors and assigns of the parties hereto and shall be binding upon all future owners of all or any part of the Subdivision and shall be deemed covenants running with the land, unless otherwise released pursuant to section 14 of this Agreement. b. Validity. If a portion, section, subsection, sentence, clause, paragraph or phrase in this agreement is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect or void any of the other provisions of the Development Agreement. c. Notices Whenever in this Agreement it shall be required or permitted that notice or demand be given or served by either party to this Agreement to or on the other party, such notice or demand shall be delivered personally, or mailed by United States mail to the addresses below, or sent by email to the email address below. Such notice or demand shall be deemed timely given when delivered personally or when deposited in the mail in accordance with the above or when emailed. The addresses of the parties are as set forth until changed by notice given as above. CLino LLC 3435 Labore Rd, Ste 150 Vadnais Heights, MN 55110 Paul@tymeproperties.com Community Development Director City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 mgrochala@linolakes.us Otter Crossing South Development Agreement May 27, 2025 page 10 24. Land Use Controls - Planned Unit Development. Not Applicable. Otter Crossing South Development Agreement May 27, 2025 page 11 IN WITNESS WHEREOF, the City and the Developer have caused this Development Agreement to be executed in their respective corporate names by their duly authorized officers, all as of the date and year first written above. 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 ____________, 2025, 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 ____________, 2025, by Roberta Colotti as City Clerk of the City of Lino Lakes on behalf of said City. _______________________________ Notary Public Otter Crossing South Development Agreement May 27, 2025 page 12 THIS PAGE INTENTIONALLY LEFT BLANK Otter Crossing South Development Agreement May 27, 2025 page 13 Execution page of the Developer to the Development Agreement, dated as of the date and year first written above. DEVELOPER By ______________________ Its ______________________ STATE OF MINNESOTA ) ) SS COUNTY OF __________ ) On this _______ day of _______________, 2025, before me, a Notary Public within and for said County, personally appeared ____________, __________________ of ___________________. (Developer), who executed the foregoing instrument. ______________________________ Notary Public This instrument was drafted by: City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 Otter Crossing South Development Agreement May 27, 2025 page 14 CONSENT AND SUBORDINATION _____________________________, the holder of a mortgage dated ___________________, filed for record with the County Recorder, Anoka County, Minnesota, on _________________, as Document No. _____________________, hereby consents to the recording of this Development Agreement and agrees that its rights in the property affected by the Development Agreement shall be subordinated thereto. IN WITNESS WHEREOF, __________________, has caused this Consent and Subordination to be executed this _____ day of ______________, 2025. ______________________________________ By: Its: STATE OF MINNESOTA ) ) SS COUNTY OF __________ ) On this _______ day of _______________, 2025, before me, a Notary Public within and for said County, personally appeared _______________________, who executed the foregoing instrument. ______________________________ Notary Public Otter Crossing South Development Agreement May 27, 2025 page 15 EXHIBIT A Final Plat Legal Description for Recording Purposes All lots, blocks, and outlots contained in Otter Crossing South according to the recorded plat thereof. CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Attachment 2. Final Plat CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS Otter Crossing South Development Agreement May 27, 2025 page 16 EXHIBIT B Securities, Escrows & Fees 5/20/2025 EXHIBIT B Securities, Escrows & Fees PROJECT: Otter Crossing South NUMBER OF REU's:1 APPLICANT: CLino LLC NO. OF LOT FRONTAGES 2 AREA (ACRES):3 IMPROVEMENTS COST DEVELOPER IMPROVEMENT COSTS (Public) SITE GRADING $0 EROSION CONTROL $0 TURN LANE $64,000 TRAIL $0 STREETS $0 STORM SEWER CONST.$0 SANITARY SEWER CONST.$0 WATERMAIN CONST.$0 ENGINEERING & SURVEYING $0 Total $64,000 Letter of Credit Amount X 150%$96,000 ESCROW for CITY'S COSTS PLANNING/ REVIEW $0 ADMINISTRATION $1,920 ENGINEER PLAN REVIEW $2,000 ENGINEER CONSTRUCTION SERVICES $5,200 PROJECT FINAL DOCUMENTS & CITY ENGINEER $2,000 STREET LIGHT INSTALLATION $3,000 STREET & STORMWATER MAINTENANCE $1,500 PROPERTY TAXES $0 BOULEVARD TREE PLANTING $1,200 Total $16,820 DEVELOPMENT FEES PARK DEDICATION $10,608 PARK DEDICATION CREDIT $0 Subtotal Park Dedication Fee $10,608 AUAR $975 GIS MAPPING FEE $180 STREET LIGHTING OPERATION $120 Total $11,883 TRUNK SANITARY SEWER TRUNK CHARGE PER (ACRE OR UNIT)$0 AVAILABILITY CHARGE PER SAC UNIT $0 TRUNK SANITARY SEWER CREDIT $0 TRUNK WATERMAIN TRUNK CHARGE PER (ACRE OR UNIT)$0 AVAILABILITY CHARGE PER SAC UNIT $0 TRUNK WATERMAIN CREDIT $0 TOTAL TRUNK SEWER & WATER FEES $0 SURFACE WATER MANAGEMENT $36,723 SURFACE WATER MANAGEMENT CREDIT $0 TOTAL SURFACE WATER MANAGEMENT FEES $36,723 Total $36,723 SUMMARY OF SECURITIES, ESCROW & FEES SECURITY: DEVELOPER IMP'MENT COSTS $96,000 ESCROW FOR CITY COSTS $16,820 CASH DEVELOPMENT FEES $11,883 CASH SECURITY: TRUNK FEES $36,723 17 8 E 9 T H S T R E E T | SU I T E 2 0 0 | SA I N T P A U L , M N | 55 1 0 1 | 65 1 . 2 8 6 . 8 4 5 0 | WS B E N G . C O M Memorandum To: Katie Larsen, Lino Lakes City Planner From: Diane Hankee PE, Lino Lakes City Engineer Date: May 7, 2025 Re: Otter Crossing South Final Plat Review 028173-000 WSB reviewed the Final Plat submittal for the Otter Crossing South site in Lino Lakes, MN, received April 15, 2025. The site is 3.80 acres and located off 70th Avenue and Otter Lake Road. Comments were made on the following documents: •Otter Crossing South – Final Plat submittal prepared by Pioneer, received April 15, 2025. •Otter Crossing South – Traffic Study submittal prepared by SSTS, dated April 14, 2025,received April 15, 2025. •Otter Crossing South – Turn Lane Exhibit submittal prepared by Pioneer, received April15, 2025. The following review comments should be responded to in writing by the applicant. There are additional redline comments on the Traffic Study and Turn Lane Exhibit that should be responded to as well. Not all redline comments are in the review memo. (4/14/2025) No responses from Pioneer or SSTS provided. WSB (5/7/2025) responses and new comments in purple. Engineering •General The Otter Crossing South commercial development proposes to create a commercial lot and access for the current Aldi site (Lot 1 and Lot 1A) and outlots the remaining area for future commercial development. A Master plan was provided that laid out an idea of how the remaining outloted areas could be platted in the future. •Grading A grading and drainage plan was not provided for the preliminary plat as there was no additional grading proposed outside the scope of the Aldi project. •Stormwater Management No specific stormwater management calculations were for the Otter Crossing South preliminary plat as there was no additional stormwater management proposed outside the scope of the Aldi site Attachment 6. City Engineer Memo dated May 7, 2025 Ms. Katie Larsen 5/7/2025 Page 2 Otter Lake South – Engineering Review • Water Supply A specific utility plan was not provided with the final plat however the master plan from the preliminary plat showed the existing 8” watermain stub on 70th Street that would be utilized by the proposed Aldi site. There were no additional utilities proposed outside the scope of the Aldi project. A future watermain stub will need to be provided to the south currently beyond the temporary cul de sac that will ultimately loop to both Otter Lake Road and The Otter Lake Service Road in the southwest corner of the site. Comments: 1. Future easement will be required in favor of the restaurant site for utilities from the Otter Lake Service Road or the restaurant service stubs should be shifted to the access road as part of the Aldi plan/construction • Sanitary Sewer A specific utility plan was not provided with the final plat however the master plan from the preliminary plat showed the existing 8” sanitary stub on 70th Street that would be utilized by the proposed Aldi site. There were no additional utilities proposed outside the scope of the Aldi project. A future sanitary sewer stub will need to be provided to the south currently beyond the temporary cul de sac that will ultimately serve the remaining outlot area to the southwest. Comments: 2. Future easement will be required in favor of the restaurant site for utilities from the Otter Lake Service Road or the restaurant service stubs should be shifted to the access road as part of the Aldi plan/construction • Transportation The current Otter Crossing South development proposes utilizing and extending the existing accesses from Main Street/ CSAH 14 and Otter Lake Road/ CR84. A revised traffic study and analysis was conducted for the overall development and redline comments were provided for the submitted study (attached). Comments: 3. Queueing analysis results are requested for proposed frontage road and 70th Street intersection. Surrounding accesses should be spaced and meet any requirements of that analysis. 4. The temporary turnaround/cul de sac should be shifted to the south leg of the frontage road and 70th Street intersection. 5. Ghost platting on the north side should reduce accesses to Otter Lake Service Road to one access lined up as shown or remove all accesses for future development 6. (WSB 5/7/2025) See signing and striping redline comments on the Turn Lane Construction Plan. Ms. Katie Larsen 5/7/2025 Page 3 Otter Lake South – Engineering Review • Wetlands and Mitigation Plan Site disturbances are in an upland location and wetland impacts are not proposed with this addition. Future plats may impact delineated wetlands on site and will need to be mitigated at that time. • Landscaping The City’s Environmental Coordinator to review landscaping and provide additional in-depth comments when provided. No landscaping is currently proposed outside the scope of the Aldi project. • Floodplain No floodplain impacts are proposed on site. • Drainage and Utility Easements Drainage and utility easements are required for stormwater systems. This includes the area encompassing the 100-yr HWL of any BMPs. Existing utility (sanitary and water) easements to remain and additional utility easements are to be provided with shared utility mainline extensions (not services). Comments: 1. Distinguish new/proposed easements from vacated easements when they are overlapping a. Consider additional document that shows post-vacated plat • Development Agreement A Development Agreement will be required with the final plat. • Grading Agreement Grading agreement not required at this time. • Stormwater Maintenance Agreement The stormwater facilities will be privately maintained and a Declaration for Maintenance of Stormwater Facilities will be required. Both the Rice Creek Watershed District (RCWD) and the City of Lino Lakes shall be parties to the Declaration. • Permits Required Ms. Katie Larsen 5/7/2025 Page 4 Otter Lake South – Engineering Review 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for construction 3. MDH Watermain Extension 4. MPCA/MCES Sanitary Sewer Main Extension If you or the applicant have any questions regarding these comments, please contact Kris Keller at (612) 419-3083 or kkeller@wsbeng.com. You may also contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 7C STAFF ORIGINATOR: Michael Grochala, Community Development Director MEETING DATE: May 27, 2025 TOPIC: Natures Refuge North i. Consider 2nd Reading of Ordinance No. 09-25, Rezoning Property from R-X, Rural Executive to PUD, Planned Unit Development ii. Consider Resolution No. 25-66, Approving Grading Agreement, Natures Refuge North VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION Staff is requesting City Council consideration to approve the 2nd Reading of Ordinance No. 09-25 and approval of a Grading Agreement for the commencement of site work on the project area. BACKGROUND The applicant, M/I Homes of Minneapolis/St. Paul, LLC, is proposing to plat and develop a 94-lot residential subdivision on 60 acres north of Natures Refuge. The rezoning is part of the development process. The City Council approved the 1st Reading of the rezoning ordinance and the PUD preliminary plan and preliminary plat on May 14, 2025. The applicant is also requesting to commence grading on the site. City Code section 1001.145 (2) allows for site grading, wetland mitigation and installation of stormwater management facilities after preliminary plat approval, following approval of a development agreement and submittal of financial securities. The agreement requires the submittal for approval of a tree preservation plan for review and approval by City prior to clearing and grubbing on Outlot A, Arena Acres. The applicant is 2 required to submit a cash escrow to cover City Costs in the amount of $35,900 along with a letter of credit in the amount of $325,500 to secure completion of the improvements. RECOMMENDATION Staff is recommending approval of the 2nd Reading of Ordinance No. 09-25 and Resolution No. 25-66. ATTACHMENTS 1. Ordinance No. 09-25 2. Resolution No. 25-66 3. Grading Agreement 1st Reading: Website Notice: 2nd Reading: Publication: Adoption: Effective: CITY OF LINO LAKES ORDINANCE NO. 09-25 ORDINANCE TO REZONE CERTAIN REAL PROPERTY FROM R-X, RURAL EXECUTIVE TO PUD, PLANNED UNIT DEVELOPMENT FOR NATURES REFUGE The City Council of Lino Lakes ordains: Section 1: Findings of Fact 1. The City received a Land Use Application to rezone certain property from R-X, Rural Executive to PUD, Planned Unit Development. 2. The Planning and Zoning Board held a public hearing on April 9, 2025. 3. Per Section 1007.015 (4)(e), the Planning and Zoning Board shall consider possible adverse effects of the proposed rezoning and its judgement shall be based upon, but not limited to, the following factors: (a) The proposed action consistent with the official City Comprehensive Plan. The proposed Natures Refuge North PUD conservation subdivision is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities. The development upholds the City’s public values by creating a multi- functional open space greenway corridor integrated with the stormwater conveyance system, wetland management and trails. Natures Refuge North is consistent with residential land use and density requirements. Safe transportation corridors and public utilities also serve the development. (b) The proposed use is or will be compatible with present and future land uses of the area. The proposed Natures Refuge North development is compatible with the present and future land uses of the area. Existing and future land use to the north, south, east and west is residential. Lino Lakes Elementary School is immediately east of the site. (c) The proposed use conforms with all performance standards contained herein. The proposed Natures Refuge North development conforms with all the public benefits and PUD performance standards as outlined Resolution No. 25-61. (d) The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. The proposed Natures Refuge development can be accommodated with existing public services and will not overburden the City’s service capacity. The site is ultimately served by MCES Interceptor 83-61 that is adequately sized for the development in the district. The existing water supply and water distribution system can provide adequate water volume and fire protection. (e) Traffic Generation by the proposed action is within capabilities of streets serving the property as required in City Code Section 1007.020 Traffic generated by the Natures Refuge North development is within the capabilities of streets serving the property. 4. The City Council approved the 1st Reading of the ordinance on May 12, 2025. Section 2: Amendment The Zoning Ordinance of the City of Lino Lakes is hereby amended to rezone the following described property from R-X, Rural Executive to PUD, Planned Unit Development. Section 3: Legal Description The property is legally described as: The Southwest Quarter of the Northeast Quarter of Section 5, Township 31, Range 22, Anoka County, Minnesota; and the North Half of the Northwest Quarter of the Southeast Quarter of Section 5, Township 31, Range 22, Anoka County, Minnesota. Section 4: Development Regulations The development shall conform to the plans, requirements, and conditions of approval as listed in Council Resolution No. 25-61. Where not otherwise specified therein, the requirements of City Code Chapter 1007, based on section 1007.112, R-2, Two Family residential district, shall govern. Section 5: Effect This ordinance shall be in force and effect from and after its passage and publication according to the Lino Lakes City Charter and upon the filing of the final plat. Adopted by the Lino Lakes City Council this 27th day of May, 2025. ____________________________ Rob Rafferty, Mayor ATTEST: ________________________ Roberta Colotti, CMC City Clerk CITY OF LINO LAKES RESOLUTION NO. 25-66 RESOLUTION APPROVING THE GRADING AGREEMENT FOR NATURES REFUGE NORTH WHEREAS, the City Council approved the Planned Unit Development (PUD) Preliminary Plan/Preliminary Plat for the Natures Refuge North on May 12, 2025, and WHEREAS, the City has reviewed the grading plan and found them to be in conformance with the zoning and subdivision ordinance, and WHEREAS, City Code section City Code section 1001.145 (2) allows for site grading, wetland mitigation and installation of stormwater management facilities after preliminary plat approval, following approval of a development agreement and the submittal of required financial securities. NOW, THEREFORE BE IT RESOLVED by the City Council of Lino Lakes that the Grading Agreement between M/I Homes of Minneapolis/St. Paul LLC. and the City of Lino Lakes for the Natures Refuge North PUD is hereby approved. BE IT FURTHER RESOLVED that the Mayor and City Clerk are hereby authorized to execute such agreement on behalf of the City. Adopted by the Lino Lakes City Council this 27th day of May, 2025. _______________________________ Rob Rafferty, Mayor ATTEST: ________________________ Roberta Colotti, City Clerk GRADING AGREEMENT Natures Refuge North THIS AGREEMENT is made this _____ day of ____________, 2025, by and between the City of Lino Lakes (“City”), a Minnesota municipal corporation, and M/I Homes of Minneapolis/St. Paul LLC. (“Developer”). 1. Subdivision. Developer received preliminary plat approval from the City by Resolution No. 25-61 for a plat known as Natures Refuge North (“Subdivision”). Unless otherwise stated, all terms and conditions of this Agreement relate to work within the Subdivision. 2. Legal Description of Property. The Legal Description is attached hereto as Exhibit A. 3. Developer Plans. a. The Subdivision shall be developed in accordance with the following Developer Plans, original copies of which are on file with the City Engineer. The Developer Plans may be prepared and revised after entering into this Agreement but must be approved by the City before commencement of any work. If the plans vary from the written terms of this Agreement, this Agreement shall control. b. The Developer Plans as of the date of this Agreement are Natures Refuge North preliminary plat civil construction plan set containing 15 sheets, prepared by Carlson McCain, dated May 5, 2025. 4. Grading prior to Final Plat Approval. The Developer may grade the site at its sole cost in conformance with the Developer Plans. In the event these improvements need to be modified due to changes in the approved plans, Developer shall do so at its own expense. Developer expressly acknowledges that grading the site prior to receiving full project approvals is done at the Developer’s risk. 5. Permits. The Developer shall be responsible for securing all site grading and development approvals and all other required permits from all appropriate Federal, State, Regional and Local jurisdictions prior to the commencement of site grading or construction. 6. Developer Improvements. The Developer shall secure a contractor to install the improvements described in this paragraph, or otherwise required herein to be installed by Developer, hereinafter referred to as the “Developer Improvements,” which contractor shall be approved by the City in its absolute and sole discretion. The Developer Improvements shall be constructed per the City Standard Specifications for Construction January 2024, current version. Natures Refuge North Grading Agreement May 27, 2025 page 2 The cost of Developer Improvements is as shown on Exhibit B attached hereto. All Developer Improvements shall require City inspection and approval and, where appropriate, the approval of any other governmental agency having jurisdiction. The Developer shall construct and install at the Developer's expense the following improvements according to the following terms and conditions: a. Site Grading i. No grading shall commence until all requirements of the Rice Creek Watershed District (RCWD) have been satisfied. ii. All site grading shall be conducted in accordance with the grading plan as approved by the City and in accordance with NPDES and RCWD requirements. The Developer shall perform the work in accordance with a Storm Water Pollution Prevention Plan (SWPPP) pursuant to Minnesota Pollution Control Agency (MPCA) requirements. b. Grading and Erosion Control i. The Developer shall grade the site to within 0.2 foot of the grades shown on the approved grading plan. No deviations will be allowed unless a revised plan is submitted and approved in writing by the City and all other regulatory agencies. ii. The street right-of-way, storm water storage ponds, and surface water drainage ways shall be graded. Four inches of topsoil and a City approved seed mix shall be installed within disturbed areas, and seed mix information shall be provided to the City. Surface water management systems shall be maintained by the Developer until they are accepted by the City. iii. The Developer shall be responsible for ascertaining that site geotechnical and groundwater conditions are adequate and conforming with the grading and site improvement as proposed. The Developer shall provide testing from an approved testing company. iv. The Developer’s engineer shall certify in writing, with an as-built survey, that all grading complies with the approved grading plan prior to issuance of any building permits. v. The Developer shall promptly clear dirt and debris within public rights-of- way and drainage and utility easements resulting from construction by the Developer, its purchasers, builders and contractors within five (5) days after notification by the City. The Developer shall be responsible for Natures Refuge North Grading Agreement May 27, 2025 page 3 all necessary street and storm sewer maintenance, including street sweeping, unless otherwise released by the City. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on them, including detour signs if necessary. If and when the streets become impassable, such streets shall be barricaded and closed. 7. Time of Performance. The Developer shall install all required improvements enumerated in Paragraph 6 by August 31, 2025. The Developer may request a reasonable extension of time from the City. If the extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 8. City Improvements. No City installed improvements are proposed to be constructed. 9. Record Drawings. a. Upon project completion, Developer shall submit record drawings, in electronic format, of grading constructed by Developer. The files shall be drawn in Anoka County NAD 83 Coordinate system and provided in both AutoCAD .dwg and Adobe .pdf file formats. The plans shall include accurate locations, dimensions, elevations, grades, slopes and all other pertinent information concerning the complete work. b. The Developer shall submit certified compaction testing results for the site grading operations that certify that grading work meets pertinent compaction requirements for the project. c. No securities will be fully released until all record drawings have been submitted and accepted by the City Engineer. 10. Faithful Performance of Construction Contracts and Security. a. The Developer will fully and faithfully comply with all terms and conditions of any and all contracts entered into by the Developer for the installation and construction of all Developer Improvements. Concurrent with the execution hereof by the Developer, the Developer will furnish to, and at all times thereafter maintain with the City, a cash deposit, certified check, or Irrevocable Letter of Credit, based on thirty-five (35%) percent of the total estimated cost of Developer's Improvements as determined by the City Engineer. b. Irrevocable Letter of Credit. If an Irrevocable Letter of Credit is utilized, it shall be for the exclusive use and benefit of the City of Lino Lakes and shall state that it is issued to guarantee and assure performance by the Developer of all the terms and conditions of this Development Agreement and construction of all required improvements referenced therein in accordance with the ordinances and Natures Refuge North Grading Agreement May 27, 2025 page 4 specifications of the City. The letter shall be in a form, and from a bank, as approved by the City. The City reserves the right to draw, in whole or in part, on any portion of the Irrevocable Letter of Credit for the purpose of guaranteeing the terms and conditions of this agreement. The Irrevocable Letter of Credit shall be automatically extended for additional periods of one year from present or future expiration dates on an annual basis, unless at least sixty (60) days prior to the expiration date, the Community Development Director and City Engineer, are notified by certified mail or overnight courier, that the Letter of Credit will not be extended. c. Alternatively, the Developer may enter into a Public Improvement Surety Agreement, subject to City approval. d. Reduction of Security. The Developer may request 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. 11. Warranty. The Developer warrants all utility work required to be performed by it against poor material and faulty workmanship for a period of two years after its completion and acceptance by the City. Restoration, grass shall be warranted to be alive, of good quality and disease free for 12 months after planting. Prior to final acceptance of the Developer Improvements the City shall require a Surety Bond or Cash Escrow to cover the warranty provisions of this Agreement. The amount shall be 20 % of the original cost of construction identify in Exhibit B. 12. Dedication. The Developer shall dedicate to the City, at no cost to the City, any permanent or temporary easements that may be necessary for the construction and installation of the Developer Improvements. All such easements required by the City shall be in writing, in recordable form, containing such terms and conditions as the City shall determine. 13. Ownership of Improvements. Not Applicable. 14. Recording and Release. The Developer agrees that the terms of this Development Agreement shall be a covenant on any and all property included in the Subdivision. The Developer agrees that the City shall have the right to record a copy of this Development Agreement with the Anoka County Recorder to give notice to future purchasers and owners. This shall be recorded against the Subdivision described on Page 1. 15. Escrow for City’s Costs. a. The Developer agrees to establish a non-interest bearing escrow account with the City in an amount determined by the City Administrator or their designee for the payment of all costs incurred by the City related to the development of the Natures Refuge North Grading Agreement May 27, 2025 page 5 Subdivision including, but not limited to, the following (See Exhibit B for breakdown of costs): i. Administration - 3% of Developer Improvement Costs ii. City Engineering and Legal b. If the above escrow amounts are insufficient, the Developer shall make such additional deposits as required by the City. The City shall have a right to reimburse itself from the Escrow with suitable documentation supporting the charges. 16. Developer Fees. Not Applicable. 17. Assessment of Charges and Waiver of Rights. Not Applicable. 18. Building Permits. Not Applicable. 19. Special Provisions. Construction limits shall be determined, and a tree preservation plan shall be submitted for review and approval by City prior to clearing and grubbing activities on Outlot A, Arena Acres. 20. Hours of Construction Activity. All construction activity shall be limited to the hours as follows: Monday through Friday 7:00 a.m. to 7:00 p.m. Saturday 9:00 a.m. to 5:00 p.m. Sunday and Holidays No working hours allowed 21. Insurance. Developer or its general contractor shall take out and maintain until one year after the City accepted the Developer Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's or general contractor’s work, as the case may be, or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than Five Hundred Thousand and no/100 ($500,000.00) Dollars for one person and Two Million and no/100 ($2,000,000.00) 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 Natures Refuge North Grading Agreement May 27, 2025 page 6 of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. 22. Developer’s Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, including but not limited to attorney and engineering fees, provided the Developer is first given notice of the work in default, not less than 48 hours in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, levy the cost in whole or in part as a special assessment against the Subject Property. Developer waives its rights to notice of hearing and hearing on such assessments and its right to appeal such assessments pursuant to Minnesota Statutes, chapter 429. 23. General. a. Binding Effect The terms and provisions hereof shall be binding upon and inure to the benefit of the heirs, representatives, successors and assigns of the parties hereto and shall be binding upon all future owners of all or any part of the Subdivision and shall be deemed covenants running with the land, unless otherwise released pursuant to section 14 of this Agreement. b. Validity. If a portion, section, subsection, sentence, clause, paragraph or phrase in this agreement is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect or void any of the other provisions of the Development Agreement. c. Notices Whenever in this Agreement it shall be required or permitted that notice or demand be given or served by either party to this Agreement to or on the other party, such notice or demand shall be delivered personally, or mailed by United States mail to the addresses below, or sent by email to the email address below. Such notice or demand shall be deemed timely given when delivered personally or when deposited in the mail in accordance with the above or when emailed. The addresses of the parties are as set forth until changed by notice given as above. Natures Refuge North Grading Agreement May 27, 2025 page 7 M/I Homes of Minneapolis/St. Paul, LLC Attn: Gary M. White, President 5354 Parkdale Drive #100 St. Louis Park, MN 55416 gwhite@mihomes.com Community Development Director City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 mgrochala@linolakes.us Natures Refuge North Grading Agreement May 27, 2025 page 8 IN WITNESS WHEREOF, the City and the Developer have caused this Development Agreement to be executed in their respective corporate names by their duly authorized officers, all as of the date and year first written above. 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 ____________, 2025, 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 ____________, 2025, by Roberta Colotti as City Clerk of the City of Lino Lakes on behalf of said City. _______________________________ Notary Public Natures Refuge North Grading Agreement May 27, 2025 page 9 THIS PAGE INTENTIONALLY LEFT BLANK Natures Refuge North Grading Agreement May 27, 2025 page 10 Execution page of the Developer to the Development Agreement, dated as of the date and year first written above. DEVELOPER By ______________________ Its ______________________ STATE OF MINNESOTA ) ) SS COUNTY OF __________ ) On this _______ day of _______________, 2025, before me, a Notary Public within and for said County, personally appeared ____________, __________________ of ___________________. (Developer), who executed the foregoing instrument. ______________________________ Notary Public This instrument was drafted by: City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 Natures Refuge North Grading Agreement May 27, 2025 page 11 EXHIBIT A Legal Description of Property SW1/4 OF NE1/4 OF SEC 5 TWP 31 RGE 22, EX RD SUBJ TO EASE OF REC And THE N1/2 OF NW1/4 OF SE1/4 OF SEC 5 TWP 31 RGE 22, SUBJ TO EASE OF REC Natures Refuge North Grading Agreement May 27, 2025 page 12 EXHIBIT B Securities, Escrows & Fees 4/30/2025 EXHIBIT B Securities, Escrows & Fees PROJECT: Natures Refuge North Grading Agreement NUMBER OF REU's:0 APPLICANT: M/I Homes of Minneapolis/St. Paul, LLC NO. OF LOT FRONTAGES 0 AREA (LOT 1 BLOCK 1):0 IMPROVEMENTS COST DEVELOPER IMPROVEMENT COSTS (Private) SITE GRADING $930,000 EROSION CONTROL $0 LANDSCAPING $0 PARKING LOT $0 STORM SEWER CONST.$0 SANITARY SEWER CONST.$0 WATERMAIN CONST.$0 LIGHTING $0 Total $930,000 Letter of Credit Amount X 35%$325,500 ESCROW for CITY'S COSTS ADMINISTRATION $27,900 ENGINEER PLAN REVIEW $1,500 ENGINEER CONSTRUCTION SERVICES $5,000 PROJECT FINAL DOCUMENTS & CITY ENGINEER $1,500 STREET LIGHT INSTALLATION $0 STREET & STORMWATER MAINTENANCE $0 PROPERTY TAXES $0 TRAFFIC AND SIGNING IMPROVEMENTS $0 BOULEVARD TREE PLANTING $0 Total $35,900 DEVELOPMENT FEES PARK DEDICATION $0 PARK DEDICATION CREDIT $0 Subtotal Park Dedication Fee $0 AUAR $0 SEAL COATING FEE $0 GIS MAPPING FEE $0 STREET LIGHTING OPERATION $0 Total $0 TRUNK SANITARY SEWER TRUNK CHARGE PER ACRE $0 AVAILABILITY CHARGE PER SAC UNIT $0 TRUNK SANITARY SEWER CREDIT $0 TRUNK WATERMAIN TRUNK CHARGE PER ACRE $0 AVAILABILITY CHARGE PER SAC UNIT $0 TRUNK WATERMAIN CREDIT $0 TOTAL TRUNK SEWER & WATER FEES $0 SURFACE WATER MANAGEMENT $0 SURFACE WATER MANAGEMENT CREDIT $0 TOTAL SURFACE WATER MANAGEMENT FEES $0 Total $0 Letter of Credit Amount X 35% $0 SUMMARY OF SECURITIES, ESCROW & FEES SECURITY: DEVELOPER IMP'MENT COSTS $325,500 ESCROW FOR CITY COSTS $35,900 DEVELOPMENT FEES $0 SECURITY: TRUNK FEES $0 1 CITY COUNCIL STAFF REPORT ITEM NO. 7D STAFF ORIGINATOR: Tom Hoffman, Environmental Coordinator MEETING DATE: May 27, 2025 TOPIC: Watershed Based Implementation Funding (WBIF) Grant Vote Required: Simple Majority ______________________________________________________________________________ BACKGROUND In 2022 the City Council authorized a partnership with the Rice Creek Watershed District to identify potential water quality improvements to reduce volume and sediment/nutrient loading to Rice Lake. Rice Lake is designated by the Minnesota Pollution Control Agency (MPCA) as an impaired water. The study evaluated potential improvements to Shenandoah Park. A private ditch system maintained by the city runs through the park, under Birch Street, and discharges into Rice Lake. The ditch serves as the primary stormwater outlet for the residential neighborhood extending south to Coyote Trail. Most of the park area is comprised of partially drained wetland. Staff are of the opinion that the opportunity exists for a restoration project that would enhance water quality and provide an improved greenway element to the park. The City partnered with Rice Creek Watershed District to fund the final report, which was completed in December of 2022. The report included four alternatives of which two, options 3 and 4, were recommended by the Environmental Board for future consideration at the January 25th, 2023 meeting. Each of the concepts provided water quality and volume improvements, ecological restoration, and floodplain mitigation. Options for future trail connections were also evaluated. Due to the estimated cost of the projects, it was recommended that the City pursue grant funding through RCWD or other agencies. The City’s 5-year Capital Improvement Plan identified this project for implementation in 2025. The Board of Water and Soil Resources (BWSR) has established the Watershed Based Implementation Funding (WBIF) Grant Program. The grant program allocates funding to each watershed area for allocation in a collaborative local process. City staff and RCWD have proposed the Shenandoah project for funding through this program. 2 The City of Lino Lakes was selected as one of the projects moving forward as part of the grant program. The grant in the amount of $52,650 is to complete plans and specs for the above referenced stormwater improvement project. Grants must be completed and signed no later than June 1, 2025. Once the design is completed the City and RCWD will pursue additional construction funding through the program to complete the proposed project. REQUESTED COUNCIL DIRECTION Adopt Resolution 25-63 Authorizing Watershed Based Implementation Funding Grant Agreement. ATTACHMENTS 1. Shenandoah Concept Plan 2. Resolution 25-63 Authorizing Watershed Based Implementation Funding Grant Agreement. Shenandoah Improvements Feasibility Report City of Lino Lakes, MN WSB Project No. 018901-000 Page 14 CITY OF LINO LAKES RESOLUTION NO. 25-63 AUTHORIZING WATERSHED BASED IMPLEMENTATION FUNDING GRANT AGREEMENT. WHEREAS, the City of Lino Lakes partnered with Rice Creek Watershed District (RCWD) to identify potential water quality improvements to reduce volume and sediment/nutrient loading to Rice Lake in 2022. WHEREAS, a feasibility study was completed for potential improvements to Shenandoah Park and completed in December of 2022. The Environmental Board reviewed the study at their January 25, 2023. It was recommended to pursue grant funding for future phases of the potential project. WHEREAS, the Board of Soil and Water Resources is offering a Watershed Based Implementation Funding Grant Program. The grant program allocates funding for projects within specific watershed areas to implement water quality improvements. WHEREAS, the City of Lino Lakes was awarded $52,650 to be used for final design of plans and specifications for the proposed Shenandoah Park Improvements Project. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes: That the Board of Soil and Water Resources Watershed Based Implementation Funding Grant is accepted, and hereby authorizes the Mayor and Clerk to execute the agreement on behalf of the City. Adopted by the Council of the City of Lino Lakes this 27th day of May, 2025. Rob Rafferty, Mayor ATTEST: Roberta Colotti, CMC, City Clerk 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 7E STAFF ORIGINATOR: Diane Hankee, PE, City Engineer MEETING DATE: May 27, 2025 TOPIC: Consider Resolution No. 25-58, Authorize the Preparation of Plans and Specs, 2025 Trunk Watermain Project VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION Staff is requesting Council authorization to prepare plans and specifications for the 2025 Trunk Watermain Project. BACKGROUND The 2025 Trunk Watermain Project includes boring or jacking in 30-inch diameter casing pipe and installing a 16-inch diameter watermain under I-35E, north of Main Street. The project will loop the water system from the Watermark Development to the future system on the east side of I35E that will be installed with the Otter Lake Road Extension project. WSB LLC has submitted a proposal to complete the topographic survey, plans and specifications, and provide bid documents for the 2025 Trunk Watermain Project in the amount of $37,200.00. The estimated total project cost is $850,000.00. Funding for the project is expected to be from the Area & Unit Trunk Fund. The project schedule: Authorize Preparation of Plans and Specifications May 27, 2025 Order Improvement, Approve Plans and Specs, Authorize Ad for Bids August 11, 2025 City Opens Bids September 3, 2025 City Council Awards Contract September 8, 2025 Construction Begins Fall 2025 Final Completion June 1, 2026 2 RECOMMENDATION Staff is recommending approval of Resolution No. 25-58, Authorizing the Preparation of Plans and Specifications, 2025 Trunk Watermain Project. ATTACHMENTS 1. Resolution No. 25-58 2. WSB Engineering Proposal 3. Project Location Map CITY OF LINO LAKES RESOLUTION NO. 25-58 AUTHORIZING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE 2025 TRUNK WATERMAIN PROJECT WHEREAS, the City Council finds that it would be in the best interest of the City to proceed with the preparation of plans and specifications for the 2025 Trunk Watermain Project; and WHEREAS, the 2025 Trunk Watermain Project will loop the City’s water system from the Watermark Development to the future system on the east side of I35E; and WHEREAS, WSB, the City Engineer, has submitted a proposal to prepare plans and specifications for said improvements. NOW, THEREFORE BE IT RESOLVED by the City Council of Lino Lakes, Minnesota: 1. Authorizes the Preparation of the Plans and Specifications for the 2025 Trunk Watermain Project. 2. WSB is designated as the engineer for this improvement and directed to prepare plans and specifications for the 2025 Trunk Watermain Project for an amount not to exceed $37,200.00. Adopted by the Council of the City of Lino Lakes this 27th day of May, 2025. _______________________________ Rob Rafferty, Mayor ATTEST: ________________________ Roberta Colotti, City Clerk \\metro-inet\linolakes\Shared\Community Development\Projects\Capital Improvement Projects\2025 Watermain Extension under I35E\Staff Reports\20250527 CC Authorize Plans and Spec - 2025 Trunk Watermain Project\3. WSB Design Proposal.docx 70 1 X E N I A A V E N U E S | SU I T E 3 0 0 | MI N N E A P O L I S , M N | 55 4 1 6 | 76 3 . 5 4 1 . 4 8 0 0 | WS B E N G . C O M May 21, 2025 City of Lino Lakes Mr. Michael Grochala 600 Town Center Parkway Lino Lakes, MN 55014 Re: Proposal to Complete 2025 Trunk Watermain Project Construction Plans and Specifications Dear Mr. Grochala: WSB LLC. is providing this proposal for the design and bidding services for the 2025 Trunk Watermain Project. The project scope includes boring and jacking a 30” casing for the 16” watermain to run from the Watermark Development system to the east side of I-35E. Based on the project scope, WSB would perform the following tasks: I. Prepare Final Project Plans Final construction plans will be prepared indicating the project locations and plan view sheets for the watermain. Surveyed topographic information will be used to prepare the construction plans. Base drawing information will include GSOC design locates, curb inspection, city parcel map information and record plans. II. Final Quantities An Engineer’s Opinion of Probable Cost will be completed with the final construction plans. III. Prepare Permits, Specifications and Bidding Documents WSB will assist the City in preparing permit application(s) and/or approval requests and will assist the City with submitting the applications/approval requests to the appropriate regulatory agencies. WSB will develop the final project plans and specifications based on the agency review comments. This task will include an internal constructability review of the final plans, quantities, and specifications. Upon completion of permitting, and agency review and approval, a final set of construction documents will be prepared for electronic bidding. WSB will assemble and submit the final contract documents, either paper or electronic copies, to the City and request authorization to advertise the project for bidding. WSB will receive and respond to bidder inquiries concerning the plans, specifications, and intent of the project. Logs of all \\metro-inet\linolakes\Shared\Community Development\Projects\Capital Improvement Projects\2025 Watermain Extension under I35E\Staff Reports\20250527 CC Authorize Plans and Spec - 2025 Trunk Watermain Project\3. WSB Design Proposal.docx inquiries will be kept and maintained to document inquiries. WSB will perform the project bid opening on behalf of the City. The engineering fee to complete the design of the 2025 Trunk Watermain Project is $37,200.00 (not to exceed). This letter represents our understanding of the 2025 Trunk Watermain Project and the proposed scope of services. If you are in agreement with the scope of services and proposed fee, please sign in the appropriate space below and return one copy to us. WSB LLC will provide a separate proposal to the City for construction services once the final plans are completed and the project is bid. If you have any questions about this proposal, please feel free to call me at 612-360-1278. Sincerely, WSB LLC. Mark Erichson Mark Erichson Brian Bourassa Director Client Representative ACCEPTANCE: The City of Lino Lakes hereby accepts the WSB proposal of $37,200.00 for services outlined in this letter. City of Lino Lakes Name Title Date April 29, 2025 Map Powered By Datafi ± 1 in = 323 Ft 2025 Trunk Watermain Crossing Address Labels Parcels Jack Watermain in Steel Casing Under I-35E Project Location 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 7F STAFF ORIGINATOR: Diane Hankee, PE, City Engineer MEETING DATE: May 27, 2025 TOPIC: Consider Resolution No. 25-72, Accepting Quote for Test Well No. 7B VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION Staff is requesting authorization to accept quotes and award the construction contract for the Test Well No. 7B Project located at the Water Treatment Plant site. BACKGROUND On November 4, 2025 the City authorized the design and analysis of a test well in preparation for the Well No. 7B permit application, see enclosed map. Prior to drilling the new production well, the city is required to drill a test well. The proposed new Well No. 7B would replace existing Well No. 2 which has not been in service due to poor water quality. The new test well and production well would be located at the Water Treatment Plant site, eliminating the need for a pumphouse and reducing the length of raw watermain needed to connect the well to the treatment plant. Due to the geological conditions in this area the test well will be constructed using sonic drilling to mitigate sandstone fracture failures. Sonic drilling limits the available contractors to complete the work. Thus, the City requested quotes from two qualified contractors. Only one contractor was able to provide a quote. The quote for the project was received on April 4, 2025 and is outlined below: The low quote was submitted by Traut Companies of St. Joseph, Minnesota, in the amount of $107,270.00. CONTRACTOR QUOTE Traut Companies $107,270.00 Cascade Environmental Did not bid 2 The completion date for this project is August 29, 2025. Funding for the project is through the Area & Unti Trunk Fund. The City is working on a separate quote request to complete the grading work needed to build up the test well site. RECOMMENDATION Staff recommends adoption of Resolution No. 25-72 accepting quotes and awarding a construction contract for Test Well No. 7B in the amount of $107,270.00 to Traut Companies. ATTACHMENTS 1. Resolution No. 25-72 2. Project Location Map CITY OF LINO LAKES RESOLUTION NO. 25-72 RESOLUTION ACCEPTING QUOTES, AND AWARDING A CONSTRUCTION CONTRACT, TEST WELL NO. 7B WHEREAS, pursuant to a request for quotes for the construction of the Test Well No. 7B located at the Water Treatment Plant site, quotes were received, and tabulated: WHEREAS, the low quote was submitted by Traut Companies of St. Joseph, Minnesota, in the amount of $107,270.00; and WHEREAS, the funding for the project is through the Area & Unti Trunk Fund; and NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that the Mayor and Clerk are hereby authorized and directed to enter into a contract with Traut Companies for the construction of the Test Well No. 7B in the amount of $107,270.00; Adopted by the City Council of the City of Lino Lakes this 27th day of May, 2025. ___________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Roberta Colotti, City Clerk CONTRACTOR QUOTE Traut Companies $107,270.00 Cascade Environmental Did not bid 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 7G STAFF ORIGINATOR: Michael Grochala, Community Development Director MEETING DATE: May 27, 2025 TOPIC: Consider Resolution No. 25-70, Approving Professional Services Agreement with WSB, Preparation of Mitigation Banking Instrument (MBI), Winter Wetland Bank VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION Staff is requesting City Council consideration to authorize a Professional Services agreement with WSB to complete the Mitigation Banking Instrument (MBI) for wetland bank project. BACKGROUND The City has been working on the establishment of a wetland bank on approximately 138 acres located east of 35E and north of Main Street, located at 7473 24th Avenue. The council previously authorized preparation of the prospectus document in December. That document is currently under review of the Mn Board of Soil and Water Resources (BWSR) and the Army Corps of Engineers (USACE). A purchase agreement to acquire the property was entered into in January of 2025. Staff is now requesting council consideration to move forward with the Mitigation Bank Instrument (MBI) and full wetland bank plan for the site. This work is proposed to be completed by July. Pending final approvals construction would begin in fall of this year. WSB has submitted a proposal to complete the work for a not to exceed amount of $79,294. The project is funded from the Surface Water Management Fund and wetland credit sales proceeds. RECOMMENDATION Staff is recommending approval of Resolution No. 25-70. ATTACHMENTS 2 1. Resolution No. 25-70 2. WSB Proposal CITY OF LINO LAKES RESOLUTION NO. 25-70 APPROVING PROFESSIONAL SERVICES AGREEMENT WITH WSB TO PREPARE WETLAND BANK PROSPECTUS WHEREAS, the City’s 2040 Comprehensive Plan identifies the establishment of wetland banks to assist with natural resource protection and as a priority to implement the goals of the City’s Local Water Management Plan; and WHEREAS, the City is acquiring property located at 7473 24th Avenue for the purpose of establishing a wetland bank, and WHEREAS, a Prospectus document was prepared for the proposed project as part of the approval process; and WHEREAS, the next phase of the project includes the preparation of the Mitigation Banking Instrument (MBI) and full wetland bank plan for the site; NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that the Professional Services agreement with WSB and Associates is hereby approved and authorizes staff to execute the agreement for the work in the amount of $79,294. Adopted by the City Council of the City of Lino Lakes this 27th day of May, 2025. ___________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Roberta Colotti, CMC, City Clerk \\metro-inet\linolakes\Shared\Community Development\Projects\Capital Improvement Projects\Winter Wetland Bank_2020\Staff Reports\20250512 CC Authorize MBI\a2, WSB_WintersWetlandBank_MBI_042425.docx 70 1 X E N I A A V E N U E S | SU I T E 3 0 0 | MI N N E A P O L I S , M N | 55 4 1 6 | 76 3 . 5 4 1 . 4 8 0 0 | WS B E N G . C O M April 24, 2025 City of Lino Lakes Mr. Michael Grochala 600 Town Center Parkway Lino Lakes, MN 55014 Re: Proposal for Winters Wetland Bank Mitigation Banking Instrument/Full Bank Plan and Wetland Bank Construction Dear Mr. Grochala: WSB is providing this proposal to complete a Mitigation Banking Instrument (MBI) and full wetland bank plan for the Winters Wetland Bank Site, based on the draft prospectus and prospectus previously submitted by WSB to local, state, and federal agencies for review and comment. This proposal also includes an estimate for wetland bank construction. These two projects are shown separately below. Required tasks for the MBI/Full Bank Plan include: 1. Project management 2. Conservation Easement/Title Review/Exhibit 3. Development of vegetation management/monitoring plan and performance standards 4. Hydrology Monitoring (if required) and development of hydrology monitoring plan and performance standards 5. CAD Plans (100%) and project manual 6. Engineer’s Estimate 7. MBI Report and Bank Plan submittal 8. TEP/IRT Meetings 9. Address TEP/IRT Comments 10. Level 2 wetland delineation 11. Bidding Documents and Administration Required tasks for Wetland Bank Construction include: 12. Project Management 13. Preconstruction Meeting 14. Construction Administration 15. Construction Staking 16. Construction Observation 17. As-built Survey and Project Closeout 18. 15% Credit Release Mr. Mike Grochala April 24, 2025 Page 2 of 4 \\metro-inet\linolakes\Shared\Community Development\Projects\Capital Improvement Projects\Winter Wetland Bank_2020\Staff Reports\20250512 CC Authorize MBI\a2, WSB_WintersWetlandBank_MBI_042425.docx MBI Project Schedule MBI/Full Bank Plan Project Schedule Project Task Ma y Ju n e Ju l y Task 1- Project management Task 2- Conservation Easement/Title Review/Exhibit Task 3- Development of vegetation management/monitoring plan and performance standards Task 4- Hydrology Monitoring (if required) and development of hydrology monitoring plan and performance standards Task 5- CAD Plans (100%) and project manual Task 6- Engineer’s Estimate Task 7- MBI Report and Bank Plan submittal Task 8- TEP/IRT Meetings Task 9- Address TEP/IRT Comments Task 10- Level 2 wetland delineation Task 11- Bidding Documents and Administration This schedule assumes that this proposal is accepted in late April/Early May 2025. Wetland Bank Construction Project Schedule Wetland Bank Construction 2025 2026 Project Task Oc t o b e r No v e m b e r Ap r i l Ma y Task 12- Project management Task 13- Preconstruction Meeting Task 14- Construction Administration Task 15- Construction Staking Task 16- Construction Observation Task 17- As-built Survey and Project Closeout Task 18- 15% Credit Release Mr. Mike Grochala April 24, 2025 Page 3 of 4 \\metro-inet\linolakes\Shared\Community Development\Projects\Capital Improvement Projects\Winter Wetland Bank_2020\Staff Reports\20250512 CC Authorize MBI\a2, WSB_WintersWetlandBank_MBI_042425.docx MBI Project Budget Project Task Hours Cost Task 1- Project management 18 $3,276 Task 2- Conservation Easement/Title Review/Exhibit 65 $11,942 Task 3- Development of vegetation management/monitoring plan and performance standards 36 $5,856 Task 4- Hydrology Monitoring (if required) and development of hydrology monitoring plan and performance standards 62 $7,697 Task 5- CAD Plans (100%) and project manual 112 $20,417 Task 6- Engineer’s Estimate 22 $4,224 Task 7- MBI Report and Bank Plan submittal 72 $10,420 Task 8- TEP/IRT Meetings 10 $1,694 Task 9- Address TEP/IRT Comments 18 $2,746 Task 10- Level 2 wetland delineation 44 $5,334 Task 11- Bidding Documents and Administration 36 $5,688 Total 495 $79,294 This budget does include any of the fees associated with title work, easements, or BWSR wetland fees. Wetland Bank Construction Project Task Hours Cost Task 12- Project management 20 $4,687 Task 13- Preconstruction Meeting 13 $2,344 Task 14- Construction Administration 21 $4,229 Task 15- Construction Staking 19 $3,681 Task 16- Construction Observation 80 $11,536 Task 17- As-built Survey and Project Closeout 41 $7,295 Task 18- 15% Credit Release 16 $2,056 Total 210 $35,828 The MBI/Full Bank Plan and Wetland Bank Construction are presented as two (2) subprojects and may be authorized separately. Each project shows the total to be billed hourly and not to exceed unless authorized by the City of Lino Lakes. Wetland Monitoring is not included in this scope of services. Wetland monitoring will be required by the LGU (WCA), MNBWSR, and US Army Corps of Engineers (USACOE) as a condition of the approval process of the Mitigation Banking Instrument for a period of five (5) years. Wetland monitoring may be completed by WSB to ensure the vegetative and hydrology performance standards are met in addition to identifying any required Mr. Mike Grochala April 24, 2025 Page 4 of 4 \\metro-inet\linolakes\Shared\Community Development\Projects\Capital Improvement Projects\Winter Wetland Bank_2020\Staff Reports\20250512 CC Authorize MBI\a2, WSB_WintersWetlandBank_MBI_042425.docx maintenance within the proposed wetland bank site. Monitoring summary data and annual reporting will be submitted to the LGU and US Army Corps of Engineers each year until the site is determined to meet the performance standards. Costs of wetland monitoring will range from $4,500.00 - $5,500.00 per year. If you have any questions on this proposal or other questions related to completing the wetland bank prospectus, please email me at thavranek@wsbeng.com or call (715)417-1190. Thank you for the opportunity to continue to collaborate with you and the City of Lino Lakes on this legacy project. Sincerely, WSB & Associates, Inc. Tony Havranek Director of Fisheries/Principle ACCEPTANCE: The City of Lino Lakes hereby accepts the WSB proposal of $_____________ to complete ______________________________________________________ as outlined above. City of Lino Lakes Name Title Date