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HomeMy WebLinkAbout05/14/2025 PZ Combined Packet Meeting guidelines on reverse side. PLANNING & ZONING BOARD AGENDA Wednesday, May 14th, 2025 Broadcast on Cable TV Channel 16 and northmetrotv.com/lino-lakes-stream ADVISORY BOARD MEETING, 6:30 P.M. Council Chambers (televised) 1. Call to Order and Roll Call 2. Pledge of Allegiance 3. Public Comment (sign-in prior to start of meeting per Rules of Decorum) 4. Setting the Agenda: Addition or Deletion of Agenda Items 5. Approval of Minutes: April 9, 2025 6. Action Items A. PUBLIC HEARING for Wilkinson Waters Comprehensive Plan Amendment, Rezoning, and PUD Preliminary Plan/Preliminary Plat B. PUBLIC HEARING for Java Lino Lakes 2nd Addition Preliminary Plat C. PUBLIC HEARING for Clearwater Commons Preliminary Plat D. Nelson Rehbein Property PUD Concept Plan E. Otter Crossing South Final Plat F. Linda Avenue Addition Final Plat 7. Discussion Items A. Project Updates ADJOURNMENT CITY OF LINO LAKES ADVISORY BOARD MEETING GUIDELINES Advisory boards are fact-finding bodies established to aid the City Council in specific areas. The decisions of any board are considered advisory only and all final decisions rest with the City Council. Board meetings shall operate in accordance with the procedures established by the City Council. The following meeting guidelines are derived from the City Council Rules of Decorum. Members of the Audience – No person in the audience shall engage in disorderly or disruptive conduct such as audible commentary during a meeting, hand clapping, stamping of feet, whistling, using profane language, yelling and similar demonstrations, which conduct disturbs the peace and good order of the meeting. Public Comment– Comments from the public will be accepted on any matter, whether on the agenda or not. Comments will not be accepted during specific agenda items unless a Public Hearing has been noticed. Please remember to be courteous and respectful and abide by the following guidelines: • Sign-in prior to the start of the meeting • Step up to the microphone when recognized by the Presiding Officer (Chair or Vice- Chair) • State your name and address for the record • State the subject to be discussed • Limit comments to 3 minutes • Address comments to the board as a whole, not any specific member • No question may be asked of a board member or staff member without the permission of the Presiding Officer (Chair or Vice-Chair) • Elect a spokesperson for a group of persons who wish to address the board on the same subject Public Hearing – A public hearing is a separate item of business on the agenda. It gives the public an opportunity to comment on the topic identified. Please remember to be courteous and respectful and abide by the guidelines outlined for public comment (although no sign-in required). Typically, a public hearing proceeds as follows: 1. The Presiding Officer (Chair or Vice-Chair) will announce the agenda item and staff will present their report. 2. Board members have the opportunity to ask staff questions about the item. 3. The Presiding Officer (Chair or Vice-Chair) opens the public hearing and will recognize those who want to speak. 4. The Presiding Officer (Chair or Vice-Chair) shall close the public hearing. 5. The Board will then discuss the item. No further public comments are allowed. 6. The Board will make a recommendation and/or decision. After a motion has been made or a public hearing has been closed, no member of the public shall address the board from the audience on the matter under consideration. The Presiding Officer (Chair or Vice-Chair) shall maintain strict order and etiquette at all meetings. DRAFT MINUTES CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES 1. CALL TO ORDER AND ROLL CALL Chair Root called the Lino Lakes Planning & Zoning Board meeting to order at 6:30 p.m. on April 9, 2025. 2. PLEDGE OF ALLEGIANCE 3. PUBLIC COMMENT Chair Root declared public comment open at 6:35 p.m. Scott Featherstone, 631 Andall Street, came to speak with the Board regarding the street connection to Natures Refuge North from Andall Street. He has previously spoken about environmental concerns and suggested alternative connections for emergency services only. Scott Erickson, 695 Andall Street, spoke with the Board regarding similar concerns regarding Natures Refuge North. Mr. Erickson has concerns regarding the number of developments and how quickly developments are being built. Mr. Erickson also spoke about concerns with construction times. John Crickmer, 583 Andall Street, moved to area for rural zone and open spaces. Concerns about adding of roads and the changes to zoning. Mr. Crickmer was curious about safety studies done regarding traffic and blind curves in area. DATE: April 9, 2025 TIME STARTED: 6:30 P.M. TIME ENDED: 10:26 P.M. MEMBERS PRESENT: Isaac Wipperfurth, Nathan Vojtech, Michael Root, Suzy Guthmueller, Perry Laden, Patrick Kohler MEMBERS ABSENT: Neil Evenson STAFF PRESENT: Michael Grochala, Katie Larsen, Diane Hankee Marissa Ertel Planning & Zoning Board April 9, 2025 Page 2 DRAFT MINUTES Bernie Bogenreif, 455 Andall Street, had general concerns regarding City Council and having more regard for potential future taxpayers versus the existing residents. Mr. Crickmer had safety concerns regarding the traffic and was unsure of what the need for the access road is. Mr. Bogenreif believes there should just be emergency vehicle access if the road needs to be constructed. Dane Olson, 630 Andall Street, had concerns about headlights coming into homes with the creation of a new road. Mr. Olson also had concerns about the blind corners on the road and increased traffic in the area. Lori Anderson, 551 Andall Street, had concerns about pedestrian safety. Many residents use these roads as walking trails. When the road connection was planned it was originally supposed to be for low density housing. Ms. Anderson would like to know what studies have been done regarding pedestrians, knowing there was a study conducted for vehicles. Mr. Vojtech moved to close public comment. Motion seconded by Mr. Kohler. Public comment was closed at 6:50 p.m. 4. APPROVAL OF AGENDA The agenda was approved as presented. 5. APPROVAL OF MINUTES Mr. Vojtech moved to approve the February 12, 2025 and March 12, 2025 meeting minutes. Motion seconded by Mr. Wipperfurth. Motion carried 6 – 0. 6. ACTION ITEMS A. Public Hearing: Natures Refuge North Rezoning and PUD Preliminary Plan/Preliminary Plat Eric Zweber with WSB presented the staff report. In July 2024, the applicant submitted a revised concept plan application reduced the number of lots by 16 (converting them all to 60-foot-wide villa lots), increase the buffer to Arena Acres by at least 110 feet, reduced the proposed tree removal, and reduced Planning & Zoning Board April 9, 2025 Page 3 DRAFT MINUTES the net density by 0.38 units per acre. The concept plan was reviewed by the City’s Advisory Boards and City Council. The applicant has now submitted a PUD Preliminary Plan (PPP), Preliminary Plat and Rezoning to PUD based on public, staff, Board and Council comments for additional review and comment. Mr. Vojtech had questions about how many of the houses would be in the H.O.A. Mr. Zweber stated all homes would be a part of the H.O.A. Mr. Vojtech also had questions regarding future developments to the North. Mr. Root had questions about garage size and whether buyers would be able to increase the size. Mr. Zweber stated the applicant has been in talks regarding this. Mr. Root also had questions about the cul-de-sacs and access to hydrants for public safety. Mr. Zweber stated that public safety would be installing more hydrants regardless of cul-de- sac length. Mr. Root would like the Board to voice concerns regarding the flexibility in the PUD. Mr. Kohler had concerns about limiting the size of the garage and staying with the minimum so as not to cause further issues. Mr. Vojtech agreed that the garage standards are in a place for a reason. Mr. Laden was less concerned about the square footage of the garage but keeping up the standards. Ms. Guthmueller has concerns about the size of the road width. Ms. Hankee explained how the right-of-way width is calculated. Mr. Kohler had concerns regarding the water access in the area. Mr. Grochala explained that the City has calculated using conservative numbers to make sure that even if the City were down a well, there would still be access to water. Mr. Root agrees that the standard of garages should be kept in place. Mr. Root would like to know the justification for reducing the garage size. Emily Becker, M/I Homes, was present to answer questions. Ms. Becker would like to state that they are open to different street connections regarding Andall Street. Ms. Becker stated they are open to meeting the garage requirements. Ms. Becker also stated that since the development would be under an H.O.A. the garages would most likely not hold snow blowers or lawn mowers, and the garages would utilize storage overhead. Ms. Becker stated they would be utilizing water reuse to save water in the development. Mr. Root wanted clarification about the garage sizes. Ms. Becker stated that the garage plans will need to change to meet City standards. Ms. Larsen clarified that this has been done previously with the Watermark development. Planning & Zoning Board April 9, 2025 Page 4 DRAFT MINUTES Mr. Root opened the public hearing at 7:57 p.m. Carol Featherstone, 631 Andall Street, was opposed to the road connection to the new development. Ms. Featherstone would prefer a walking path to be constructed and believes safety of the residents is not a priority. Shelly Donahue, 8204 Woodduck Trail, spoke about the safety of the roads in the area. Ms. Donahue would be fine if the road was constructed and used for public safety only. Ms. Donahue does not feel the need to be connected to a new neighborhood. Kerry Bogenreif, 455 Andall Street, would implore the Board to go walk through the neighborhood and see the number of people who walk in the neighborhood. Ms. Bogenreif was also concerned about the loss of trees. Eric Maxwell, 431 Andall Street, had concerns about the older roads in the area. Construction traffic and the future homes in the development will create further issues for the roads. Mr. Maxwell was also concerned about sewer and water coming in. Lou Jungbauer, 679 Andall Street, is concerned about taking down the trees and the light pollution brought in by the new development. Mr. Jungbauer was concerned about the safety in the neighborhood and concerns for the school in the area. Mr. Jungbauer would like to know who does the traffic studies and who can be questioned regarding these studies. Jason Donahue, 8204 Woodduck Trail, would like a better understanding of who wants the road access to Andall Street. Mr. Donahue believes those who want the road connection do not understand the area and was curious to know who is paying for the new road construction. Mr. Donahue also had concerns about the size of the lots in this new development. Ms. Guthmueller moved to close the public hearing. Motion seconded by Mr. Vojtech. The public hearing was closed at 8:15 p.m. Mr. Root wanted to address the street connection concerns. Ms. Hankee provided answers to where the requirement for a road came from. Eric Seiberlich, WSB, was in attendance to address concerns regarding the road connection with Andall Street. Planning & Zoning Board April 9, 2025 Page 5 DRAFT MINUTES Mr. Root had questions about alternatives to building a road and who would be paying for the road. Ms. Hankee explained that the public safety department had concerns about using a walking path as opposed to a full access road. Mr. Grochala stated the developer would be paying for the road connection. Mr. Vojtech believes it should just be an emergency access road. Mr. Wipperfurth is in favor of the road connection. Mr. Laden also is in favor of the road connection. Ms. Guthmueller believes there needs to be further discussion regarding road access but understands that public safety believes the road is necessary. Mr. Root reiterated that the concerns of the residents are taken into consideration, that Public Safety recommends the road be constructed to provide better access to both neighborhoods and would be a good connection between both neighborhoods. Mr. Laden moved to approve the preliminary plat subject to the conditions listed in the staff report and maintaining City garage standards and a 24 foot road connection with Andall for emergency access only. Motion seconded by Mr. Vojtech. Motion carried 5-1. B. Public Hearing: Wilkinson Waters Comprehensive Plan Amendment, Rezoning, and PUD Preliminary Plan Ms. Larsen presented the staff report. 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. Mr. Wipperfurth had questions about when the trail will be built in this development. Ms. Larsen stated that they would like to see that during phase one or phase two. Mr. Wipperfurth wanted to know how many garages entrances would be available to the apartment complex residents. Ms. Larsen stated there would be two garage entrances per building. Mr. Kohler wanted to know if the height for the senior center was always four stories. Ms. Larsen stated it was always four stories. Mr. Laden had concerns about the height of the senior center. Commented [MG1]: Connect the street but limit to emergency use only Planning & Zoning Board April 9, 2025 Page 6 DRAFT MINUTES Ms. Guthmueller would like a better understanding of what a gateway is. Ms. Larsen explained that this would be a major roadway that enters the city. This area would be considered a signature gateway. Mr. Root had questions regarding setbacks in the parking lot, and the potential of moving it closer to the building. Mr. Root also had concerns about whether Public Safety could handle a fire on a four-story building. Mark Houge, North Oaks, was available for questions. Mr. Wipperfurth had questions regarding expanding the park. Mr. Houge stated they are working to preserve the wetlands and would like to expand the park at the start of construction. Mr. Wipperfurth is concerned that there will be light pollution regarding the ramp to the apartment complex underground parking. Mr. Root opened the public hearing at 10:01 p.m. Al Sagdalen, 1601 Ash Street, had concerns about the land being raised. Mr. Sagdalen also had concerns about the traffic increase to the area. Noelle Roden, 1603 Ash Street, had concerns about how close the apartment complex will be to her property. Ms. Roden finds the removal of trees is concerning. Ms. Roden is also curious about the access to the park, parking for park, and access to bathrooms for the park. Ms. Roden had concerns about the width of the trail regarding Ash Street. Mr. Wipperfurth moved to close the public hearing. Motion seconded by Mr. Kohler. The public hearing was closed at 10:05 p.m. Mr. Root would like to know what side of the street the trail is being proposed on. Mr. Root would like to address the building size and how close they are to the existing neighborhood. Mr. Root would also like to address that diversity is important and that access to studio apartments would allow for opportunities. Mr. Wipperfurth does not agree with the new plan and believes there are still changes to be made. Mr. Kohler moved to approve the comprehensive plan amendment, rezoning and PUD preliminary plan subject to conditions listed in the staff report and further research into headlights regarding the parking garage. Motion seconded by Mr. Laden. Motion carried 4-2. C. Public Hearing: Rehbein Black Dirt Interim Use Permit Planning & Zoning Board April 9, 2025 Page 7 DRAFT MINUTES Ms. Hankee presented the staff report. The black dirt stockpile is located on 21st Avenue South (PID #24-31-22-24-0002, #24-31-22-24-0008, and #24-31-22-24-0009). The material from the stockpile is available for public and local business use during the summer months from 7:00 a.m. to 5:00 p.m. The enclosed CUP and Site, Grading, Erosion and Sediment Control Plan details the conditions of the current site approvals. The City hasn’t had issue with the current operations. There are no proposed changes with issuing of the IUP. Mr. Laden had questions about whether there had been issues in the past. Ms. Hankee stated there have been no complaints. Matt Rehbein, Rehbein’s Black Dirt, was present for questions. Mr. Root opened the public hearing at 10:22 p.m. No public comments were made. Mr. Laden moved to close the public hearing. Motion seconded by Mr. Vojtech. The public hearing was closed at 10:22 p.m. Mr. Wipperfurth moved to approve the interim use permit subject to conditions listed in the staff report. Motion seconded by Ms. Guthmueller. Motion carried 6-0. D. Java Lino Lakes Final Plat Ms. Larsen presented the staff report. The applicant, Java Companies, LLC., submitted a land use application for final plat for Java Lino Lakes. The plat is for three (3) commercial lots near Lake Drive, Marketplace Drive, and 77th Street. The preliminary plat was previously called Lino Retail 2.0 but the final plat has been changed to Java Lino Lakes. On November 12, 2024, the City Council passed Resolution No. 24-142 approving the preliminary plat for what was then called Lino Retail 2.0. The final plat is now called Java Lino Lakes. The Council staff report and resolution detail the project’s consistency with the City’s Comprehensive Plan and compliance with the City Code for zoning and subdivision requirements. Planning & Zoning Board April 9, 2025 Page 8 DRAFT MINUTES Mr. Kohler moved to approve the final plat subject to conditions listed in the staff report. Motion seconded by Mr. Wipperfurth. Motion carried 6-0. 7. DISCUSSION ITEMS A. Project Updates Mr. Grochala provided project updates. Mr. Wipperfurth moved to adjourn the meeting. Motion seconded by Ms. Guthmueller. Meeting adjourned at 10:26 p.m. Respectfully submitted, Marissa Ertel – Community Development Administrative Assistant 1 PLANNING & ZONING BOARD AGENDA ITEM 6A STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: May 14, 2025 TOPIC: PUBLIC HEARING for Wilkinson Waters 1. Comprehensive Plan Amendment 2. Rezoning 3. PUD Preliminary Plan 4. Preliminary Plat 5. Site & Building Plan Review CASE NUMBER: CPA2025-0001 PZC2025-0001 SBPR2025-003 APPLICANT: Anoka Holdings, LLC Attn: Mark Houge 5959 Centerville Road, Suite 200 North Oaks, MN 55127 OWNER: North Oaks Farms Inc. Attn: Lauren Grouws 5959 Centerville Road, Suite 200 North Oaks, MN 55127 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 2 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 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 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 3 • 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 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: 4 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 = 100 100 356 340 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 5 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 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: 6 “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.” 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. 7 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 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. 8 • 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: 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. 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 9 The 2040 Comprehensive Plan density range is more restrictive and shall be applied. Growth Management Strategy 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- 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 10 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. 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. 11 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. 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 12 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. 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- Building = 30 ft Parking Lot = 15 ft 30 ft 15+ ft No 13 Wilkinson Way) 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 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. 14 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 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. 15 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.” 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 16 The proposed development provides a mix of residential and commercial lots and blocks. Outlots would contain wetlands, buffers, stormwater ponds etc. 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. 17 Staff Comments: 1. Drainage and utility easements shall also be dedicated over stormwater management facilities. 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. 18 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. 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 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. Trees Preserved 158 Mitigation Trees Required 20 Buffer and Screen Standards The purpose of this requirement is to separate and buffer different land use types, screen roads and parking, and screen utility and loading areas. Continuous, year-round planting screens require, at the minimum, a double row of plants with triangulated spacing. 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. 21 Sod and Ground Cover Standards All areas not otherwise improved in accordance with the approved site plans shall have a minimum depth of 4 inches of topsoil and be sodded including boulevard areas. Seed may be provided in lieu of sod in certain cases, including when the area is adjacent to natural areas or wetlands. 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. 22 Thirty (30) ft wide wetland buffers and conservation easement with wetland signage are required around Wetland 1. 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. 23 Additional Review Comments • 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 24 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. 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 will be held tonight. City Council Work Session The City Council reviewed the proposal on May 5, 2025. Discussion included: • General support for proposed building heights • Can Building A be rotated so shorter length is along Centerville Road? • Should some of the townhomes be eliminated so the 20ft side yard setbacks can be met? • Can Wilkinson Way be shifted west 5ft so 20ft rear yard setback for multi-family building can be met? • Should a distinct ground level first floor horizontal element be added to the buildings? 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. 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 25 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. (g) Provision of a housing type or target housing price that is desirable to the City. 26 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 Rezoning The four (4) parcels shall be rezoned from R, Rural to PUD, Planned Unit Development. 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. 27 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. 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. 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. 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. 28 (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. 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; 29 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; 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. 30 Wilkinson Waters will be served with an adequate waste disposal system through White Bear Township. 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 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.” 31 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 Development Stage Plan/Preliminary Plat and Site & Building Plan Review 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. 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. The 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. 32 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. 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 33 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. 23. Design Guidelines booklet comments will be provided separately. 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 19. Additional Architectural Renderings 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 UFOUFOFOUUFOMBV EX SB-st EX SB-aetU EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- EX SB-st-13UUGUUUGUV WILKINSON LAKE BLVDCENTERVILLE RD ASH STREETWWWWW WW WW W W W W WW W W W W W WETWETWETWETWETWET WETWETWETWETWETWETWET WET WETWETWETWETWET WET WE T WET WETWET30' WHITE BEAR TOWNSHIPWATER AND SEWER EASMENTAPPROX. ORDINARYHIGH WATER LEVEL895.2NORTH OAKS FARMS INC34-31-22-44-0001NORTH OAKS FARMS INC34-31-22-44-0008NORTH OAKS FARMS INC35-31-22-33-0002COUNTY OF ANOKA6101 CENTERVILLE RD35-31-22-32-0004BIRCHER ALEC1613 ASH ST35-31-22-32-0008GROVE BRAD & JAWORSKI M1605 ASH ST35-31-22-32-0005RODEN, NOELLE KATHERINE1603 ASH ST35-31-22-32-0006SAGDALEN ALAN D & NATALIE R1601 ASH ST35-31-22-32-000725' WATER AND SEWEREASEMENTSHOR E L A N D OVER L A Y (AMELI A L A K E) (WILK I N S O N L A K E ) 1000' SHOR E L A N D OVER L A Y WILKINSON LAKE ORDINARY HIGH WATER LINEEMLSEasementper Doc. No. 252087PRESBYTERIAN HOMES OF NORTH OAKS INC5919 CENTERVILLE RD04302221001913491410 1413 61014 913595 13 14 WILKINSON WAY ' BUILDING SETBACK40 ' PARKING SETBACK15 ' BUILDING SETBACK30 ' BUILDING SETBACK30' BUILDI N G S E T B A C K 30 ' BUILDING SETBACK40 XXXX5 11XXXXX' BUILDING SETBACK40' BUILDING SETBACK30 ' BUILDING SETBACK30PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PROPOSEDRAIN GARDEN 3100 YR HWL = 920.48PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 WPROP OS E D RAIN GARDEN 2100 YR HWL = 924.01WILKI N S O N W A Y PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.081.47 mphFastest Line Entry Speed too largeSouth Leg (South)West Leg (West)North Leg (North)Ash / Centerville Roundabout13191513PROP OS E D RAIN GARDEN 2100 YR HWL = 922.162332 11 23 11 610 1211 619 11 XX X30671 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-SITE-OVERALL.DWG SAVED BY: TJ.WELLSWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 U FO FO U UFO MB VU G U U G U U U GU G U VWILKINSON LAKE BLVD CENTERVILLE RD ASH STREET W W WW WWWW W W W W W W WWWWWWWWWWWETWETWET W E T WETWET WET WET WET WETWETWET WETWETWETWETWETW E T WETW E T WET WETWET WET WET WETWETWETWETWETWETWET W E T WETWETWET WETWETWETWET 5 0 ' C ITY OF ST . PAU LWATER L INE ROW70' OVERHEAD ELECTRICUTILITY EASEMENT5 0 ' W H I T E B E A R T OW N S H I PWA T E R A N D S EW E R E A S EM E N T 30' WHITE B E A R T O W N S H I P WATER AN D 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 BIRCHER ALEC1613 ASH ST35-31-22-32-0008GROVE BRAD & JAWORSKI M1605 ASH ST35-31-22-32-0005RODEN, NOELLE KATHERINE1603 ASH ST35-31-22-32-0006SAGDALEN ALAN D & NATALIE R1601 ASH ST35-31-22-32-0007DONLIN 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' W A T E R A N D S E W E R EASE M E N T YALREVO DNALEROHS '0001 (W IL K ENSON LAKE)1000'SHORELANDOVERLAY(A M E L I A L A K E ) (WILKINSON LAKE)(AMEL IA LAKE )1000'SHORELANDOVERLAYWILKINSON LAKE ORDINARY HIGH WATER LINE EMLSEasement 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 )13191513 PR O P O S E D RAI N G A R D E N 2 100 Y R H W L = 922. 1 6 2332 1123116 1012 116 191 1XX 13 4 9141014136 10 14913 5 95 1314WILKINSON WAY511 XXXW WI 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 WETWETWET WETWETWETWETWETW E T WETW E T WET WETWET WET WET WETWETWETWETWETWETWET W E T WETWETWETWETWETWE T WETWE T ASH STREET CENTERVILLE RD 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-SITE.DWG SAVED BY: TJ.WELLSWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 RPROPOSED PUBL IC S IDEWALK PROPOSED TRA IL (BY COUNTY ) 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 FOUUFOMBUUUGUV CENTERVILLE RD ASH STREETNORTH OAKS FARMS INC35-31-22-33-0002COUNTY OF ANOKA6101 CENTERVILLE RD35-31-22-32-0004BIRCHER ALEC1613 ASH ST35-31-22-32-000835-31-22-32-0005PROP OSE D RAIN GARDEN 2100 YR H WL = 922.1632XXXX X XXXPROPOSED BUILDINGFFE = 930.0813491410 1413 61014 913595 13 14 WILKINSON WAY ' BUILDING SETBACK40 ' PARKING SETBACK15 ' BUILDING SETBACK30 X XXXXXXXXX5 11XXXXXXXXXXXXBUILDING 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' BUILDING SETBACK40' BUILDING SETBACK30 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PROP OSE D RAIN GARDEN 3100 YR HWL = 920.48PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 PROP OSE D RAIN GARDEN 2100 YR H WL = 924.0120'20'24'7'10'39.55'26.83' R 2 5 ' R 5 0 ' R3 'R3'R 1 0 ' R2 5 ' R5 0 ' 40.34'27.33'R20'R20'R 2 0 ' R3' R1 5 ' R3' R 3 ' R3' R10' R38.33' 27.33'27.33'R20' R1 5 'R5'R3'R53.33'R25'27.33'39.55'40.34' 2 3 ' 10' 10'R5'R235'R235' 8' 20'R3'24'24'24'7'5'5'5. 3 3 '5'5'R 3 'R25'R3'R3'R200'R200' R3' R181.67' R234.33'R10'R234.33'R10'R5'R6 6 ' R 4 2 'R68. 83 'R4 4 . 8 3 ' 5' 10' 10'33.33'R3'R176.67' R3' 10'10'R20'R20'1.47 mphFastest Line Entry Speed too largeSouth Leg (South)West Leg (West)North Leg (North)Ash / Centerville Roundabout5'5'5'5'5'5'60'ROW30'B-B5'16'16.03' 7' 20' TYP 16.1'16' 34.24'2.64'15.75'18.39'10'5'16.11'2.64'10'18.39'124'123456789101110' (TYP)60'ROW30'B-BR50' 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-SITE.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 EASEMENTS40' SETBACK15' PARKING SETBACK15' REAR SETBACK 15' REAR SETBACK 15' REAR SETBACK 15' REAR SETBACK15' REAR SETBACKPROPOSED 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' UUFOFOUFOVV WILKINSON LAKE BLVDCENTERVILLE RD Easementper Doc. No. 25208713191513PROP OSE D RAI N GA R DEN 2100 YR HWL = 922.162332 11 23 11 610 1211 619 11 XXXX X XXXPROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58PROPOSED BUILDINGFFE = 930.08' PARKING SETBACK15 ' BUILDI N G S E T B A C K 30 ' BUILDING SETBACK40 X XXXXX11' BUILDING SETBACK30PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PROP OSE D RAIN GARDEN 3100 YR H WL = 920.48PROP OSE D RAI N GA R DEN 2100 YR HWL = 924.01WILKI N S O N W A Y 40.34'30'R235'R235'R20'R20' R234.5' R200' R2 0 ' R20' R169.09' R200' R3' R181.67' 5'33.33'R3'R176.67'10'R20'R20'R11.54'R11.54' 34.24' 16 ' B- B 16 ' B- B 76 ' R O W 14 'R3 0 ' R30'R3'R30 'R30'R3'R30'R 3 0 ' R3'R25' R26.3 3'32.67'19.98' B-B 19.69' B-B 23.01' 45.98' B-B 91011 12 1 3 1415161 7 18 18 31.04' 32.11' 9.82' 8'8' 8'27.33'27.33'27.33'19'19'12'19'27.33'19'19'19'19'29.25'12'19'19'19'19' 27.33' 27.33'R12.83'R3'R 1 2 . 8 3 'R2.83'R15' R 1 5 'R3'R 1 2 . 8 3 'R3'R15' R 3 ' R1 5 'R3'R15'R 3 ' R1 5 'R3'R 3 ' R2 3 ' R 3 'R3'R 1 5 'R15'R3 'R3'R 1 5 ' R 3 'R15'R15'R3'R3'R 3 '19'27.34' 19' 19'19'27.34 '19'27.34'28'R5'R3'R3'R5' R3' R4' R5'R5'R16.09'R 3 1 . 3 9 'R10.5'R30'R42.8'27.34 '27.26'15.84' 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-SITE.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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) UGUGUXASH STREETWWW W WWWET WETWETWETWETWETWETWETWETWETWETWETWET WET WET WE T WETWETWETWETWETWETWET WET WET WETNORTH OAKS FARMS INC34-31-22-44-0008WOODSTROM, JERRY A1591 ASH ST.34-31-22-41-0001SAGDALEN ALAN D & NATALIE R1601 ASH ST35-31-22-32-0007WILKINSON WAY ' BUILDING SETBACK30 ' BUILDING SETBACK30BUILDING 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 39.55'8'5'R 3 'R3'60'ROW30'B-B2.64'15.75'18.39'10'30'16.11'2.64'10'18.39'R25'R25' 20'30'20'0123456730671 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-SITE.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 SETBACK10' SIDE SETBACK30" WETLAND BUFFER EXISTING MANAGE 2 WETLAND RETAINING WALL BENCHMARK HYDRANT TNFH = 919.06 WILKINSON LAKE BLVDWWW W WWW W W W W W WET WET WET WET WET WE T WE T WET WE T30' WHITE BEAR TOWNSHIPWATER AND SEWER EASMENTAPPROX. ORDINARYHIGH WATER LEVEL895.2EMLS13191513PROPOSEDRAIN GARDEN 2100 YR H WL = 922.16PROP O S E D B UI L DI N G FFE = 925 WILKINSON WAY ' BUILDING SETBACK305 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 ' BUILDING SETBACK30PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PROPOSEDRAI N G A RDE N 3100 YR HWL = 920.48WPROPOSEDRAIN GARDEN 2100 YR H WL = 924.01PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.0839.55'30'R235'R235' 8' 20' 8'5'5'R20' R 3 'R3'R3'R200'R200' R3' R181.67' R234.33'R234.33'R10'R5'R6 6 ' R 4 2 '33.33'R176.67' R20'R20'5'2.64'15.75'18.39'10'5'16 ' B- B 16 ' B- B 76 ' R O W 14 'R3 0 ' R30'R3'R30 'R30'R3'19.98' B-B 16.37' 20' 20'30'678910 11 12 1 3 60'ROW30'B-BR50' 8'8' 27.34' 19' 19'19'27.34 '19'27.34'28'R5'R3'R3'R5' R3' R4' R5'R5'R16.09'R 3 1 . 3 9 'R10.5'R30'27.34 '27.26'15.84' 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-SITE.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 WALK10' UTILITY EASEMENTS10' UTILITY EASEMENTSPROPOSED STORMWATER RE-USE IRRIGATION WELL 30" WETLAND BUFFER & CONSERVATION EASEMENT RETAINING WALL EXISTING MANAGE 2 WETLAND G U U FO FO U FO FO U UFO MB V OHLVOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLGGGGGGFBOFBOFBOFBOEX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- OHL OHL GOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLG G EX SB-st-13 U U G U U U GU G U OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OHL STM STM OHL OHLOHLOHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHL VG OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L WILKINSON LAKE BLVD CENTERVILLE RD ASH STREET W W WWW W W W W W W WWWWWWWWETWETWET WETWET WE T WETWILKINSON LAKE AMELIA LAKE <II<II<II<II<II<IIIIIII I I I III I IIWETWET WET WET WET WETWETWETWE T WETWET WETWET WET WETWETWETWETWETWETWETWETWET WETWETWETWET WETWETWET WETWE T II IIIIIIIII I I I I I I I I I I I II IIIIIIIIII I I I I I I I I I I III I IIIII I5 0 ' C ITY OF ST . PAU LWATERL INE ROW70' OVERHEAD ELECTRICUTILITY EASEMENT5 0 ' W H I T E B E A R T OW N S H I PWA T E R A N D S EW E R E A S EM E N T 30' WHITE B E A R T O W N S H I P WATER AN D 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 BIRCHER ALEC1613 ASH ST35-31-22-32-0008GROVE BRAD & JAWORSKI M1605 ASH ST35-31-22-32-0005RODEN, NOELLE KATHERINE1603 ASH ST35-31-22-32-0006SAGDALEN ALAN D & NATALIE R1601 ASH ST35-31-22-32-0007COUNTY 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' W A T E R A N D S E W E R EASE M E N T EMLSEasement 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 9141014136 10 14913 5 95 1314' PARK ING SETBACK15511XX W 13191513 2332 1123116 1012 116 191 1XX 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 - 03/10/2025 ELECTRICAL EASEMENT ARTERIAL ROW PROPO S 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 U FO FO U UFO MB V OHLVOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLGGGGGGFBOFBOFBOFBOEX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- OHL OHL GOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLG G EX SB-st-13 U U G U U U GU G U OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OHL STM STM OHL OHLOHLOHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHL VG OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L WILKINSON LAKE BLVD CENTERVILLE RD ASH STREET W W WWW W W W W W W WWWWWWWWETWETWET WETWET WE T WETWILKINSON LAKE AMELIA LAKE <II<II<II<II<II<IIIIIII I I I III I IIWETWET WET WET WET WETWETWETWE T WETWET WETWET WET WETWETWETWETWETWETWETWETWET WETWETWETWET WETWETWET WETWE T II IIIIIIIII I I I I I I I I I I I II IIIIIIIIII I I I I I I I I I I III I IIIII I5 0 ' C ITY OF ST . PAU LWATERL INE ROW70' OVERHEAD ELECTRICUTILITY EASEMENT5 0 ' W H I T E B E A R T OW N S H I PWA T E R A N D S EW E R E A S EM E N T 30' WHITE B E A R T O W N S H I P WATER AN D 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 BIRCHER ALEC1613 ASH ST35-31-22-32-0008GROVE BRAD & JAWORSKI M1605 ASH ST35-31-22-32-0005RODEN, NOELLE KATHERINE1603 ASH ST35-31-22-32-0006SAGDALEN ALAN D & NATALIE R1601 ASH ST35-31-22-32-0007COUNTY 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' W A T E R A N D S E W E R EASE M E N T EMLSEasement per Doc. No. 252087 >>>>>>>><II<II<II<II<II>>>>>>' PARK ING SETBACK15511 PROPOSED PONDISGInc.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 9141014136 10 14913 5 95 1314' PARK ING SETBACK15511XX W 13191513 2332 1123116 1012 116 191 1XX RAMSEY COUNTY SANITARY SEWER CONNECTION POINT SIGNATURE GATEWAY ISG PROJECT NO. 24-30671 WILKINSON WATERS DEVELOPMENT LINO LAKES, MINNESOTA - 03/10/2025 ELECTRICAL EASEMENT ARTERIAL ROW PROPO S 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 5. Comprehensive Plan Amendment - Proposed Land Use 13 4 9141014136 10 149 13 5 95 1314WILKINSON WAY' BU ILD ING SETBACK40' PARK ING SETBACK15' BU ILD ING SETBACK30' BUILDING SETBACK30' B U I L D I N G S E T B A C K 3 0 ' BU ILD ING SETBACK40511XX' BUILDING SETBACK40 ' BU ILD ING SETBACK30' BUI L D I N G S E T B A C K 30 W WI L K I N S O N W A Y BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO U FO FO U UFO MB V VI=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 U U U GU G U VWILKINSON LAKE BLVD CENTERVILLE RD ASH STREET WWW WW WW W W W W WWWWWWWWETWET WETWET W E T WETWILKINSON LAKE AMELIA LAKE WETWET WET WET WET WETWETWETWE T WETWET WETWET WET WETWETWETWETWETWETWETWETWET WETWETWETWET 5 0 ' C I TY OF S T . PAU LWATERL INE ROW70' OVERHEAD ELECTRICUTILITY EASEMENT5 0 ' W H I T E B E A R T OW N S H I PWA T E R A N D S EW E R E A S EM E N T 30' WHITE B E A R T O W N S H I P WATER AN D 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 BIRCHER ALEC1613 ASH ST35-31-22-32-0008GROVE BRAD & JAWORSKI M1605 ASH ST35-31-22-32-0005RODEN, NOELLE KATHERINE1603 ASH ST35-31-22-32-0006SAGDALEN ALAN D & NATALIE R1601 ASH ST35-31-22-32-0007COUNTY 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' W A T E R A N D S E W E R EASE M E N T YALREVO DNALEROHS '0001 (W IL K ENSON LAKE)1000'SHORELANDOVERLAY1 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 ) (WILKINSON LAKE)(AMEL IA LAKE )1000'SHORELANDOVERLAYWILKINSON LAKE ORDINARY HIGH WATER LINE EMLSPRESBYTERIAN 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 13191513 PR O P O S E D RAI N G A R D E N 2 100 Y R H W L = 922. 1 6 2332 1123116 1012 116 191 1XX 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 DWG LOCATION: S:\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-LAND USE.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 a Shoreland 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 4PROPOSED STREET121220 UNITS1010101028 UNITS10 10 10 10 28 UN I T S 24 U N I T S 9999924 UNITS9999999 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 24 UNITS999 9999 91125 101010101010611 10 10 61010101010 10 28 U N I T S10 101010 10481014 1010STORMWATER MANAGEMENT POND APPROX = .2 ACRES STORMWATER MANAGEMENT POND APPROX = 0.8 ACRES24 UNITS10924 UNITS99101010669 666666STORMWATER 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 ACRESWETWETWET WE T WET WETWETWETWET WETWET WETWET WETWETWETWETWETWETWETWETWET W E T WETWETWET10 101010 28 UNITS98 UNITS28 UNITSBENCHMARK HYDRANT TNFH = 919.06 FO U FO FO U UFO MB VEX 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 U GU G U VWILKINSON LAKE BLVD CENTERVILLE RD ASH STREET W W W W W W W W W W WWWWWWWWWWWWET WETWETWETWET WE T WET WETWETWETWET WETWET WETWET WETWETWETWETWETWETWETWETWET W E T WETWETWETWETWETWETWETWETWETWETWE 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 BIRCHER ALEC1613 ASH ST35-31-22-32-0008GROVE BRAD & JAWORSKI M1605 ASH ST35-31-22-32-0005RODEN, NOELLE KATHERINE1603 ASH ST35-31-22-32-0006SAGDALEN ALAN D & NATALIE R1601 ASH ST35-31-22-32-0007DONLIN 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 1000'SHORELANDOVERLAY(A M E L I A L A K E ) (WILKINSON LAKE)(AMEL IA LAKE )1000'SHORELANDOVERLAYEMLSEasement 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-SITE-YIELD.DWG SAVED BY: TJ.WELLSWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 NUMBERDATENOT FORCONSTRUCTIONSHEET NOT VAILD UNLESS THIS TEXT IS COLORTHIS 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.PROJECTPRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONTITLESHEETPROJECT NO.FILE NAMEDRAWN BYDESIGNED BYREVIEWED BYORIGINAL ISSUE DATECLIENT PROJECT NO.TERESA McCORMACK, AIA21247 Autodesk Docs://Stalland Lino Lakes/Apartment Building 10.28.24.rvt2/10/2025 10:10:57 AMA001/19/2021PROJECT IMAGERY ANDMATERIALSLINO LAKES MINNESOTAWILKINSONWATERS24-02701/19/2021AuthorCheckerChecker24-027NO.REVISIONSDATEAttachment 10. Architectural Plans LEVEL 1100' - 0" LEVEL 2 111' - 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 3 122' - 5 1/4" PARKING 88' - 10" 6 3 7367 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONTITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Autodesk Docs://Stalland Lino Lakes/Apartment Building 10.28.24.rvt2/8/2025 5:22:16 PMAA-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"1ENTRY ELEVATION 1/16" = 1'-0"2END ELEVATION AT GARAGE ENTRY NO.REVISIONS DATE LEVEL 1100' - 0" LEVEL 2111' - 2 5/8" ROOF132' - 5 1/4" LEVEL 3 122' - 5 1/4" PARKING88' - 10" 6 37 7 3 6 39' - 8 3/4"LEVEL 1100' - 0" LEVEL 2111' - 2 5/8" ROOF132' - 5 1/4" LEVEL 3 122' - 5 1/4" PARKING 88' - 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONTITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Autodesk Docs://Stalland Lino Lakes/Apartment Building 10.28.24.rvt2/8/2025 5:22:43 PMAA-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"1STREET & GREENWAY ELEVATION 1/16" = 1'-0"2END 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONTITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Autodesk Docs://Stalland Lino Lakes/Apartment Building 10.28.24.rvt2/8/2025 5:22:46 PMAC-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"1Elevation 6 - a A-PUD 1/8" = 1'-0"2Elevation 7 - a A-PUD 1/8" = 1'-0"3Elevation 8 - a A-PUD 1/8" = 1'-0"4Elevation 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONTITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Autodesk Docs://Stalland Lino Lakes/Townhouse Model.rvt2/8/2025 5:24:27 PMAT-20 2/10/2025 TOWNHOUSE ELEVATION Enter address here TOWNHOMES Project Number 2/10/2025 Author Checker Checker Project Number 1/8" = 1'-0"1END ELEVATION @ TOWN HOUSES 1/8" = 1'-0"2STREET ELEVATION @ TOWNHOUSES 1/8" = 1'-0"3 GREENWAY ELEVATION @ TOWNHOUSES NO.REVISIONS DATE BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO U FO FO U UFO MB WILKINSON LAKE BLVDCENTERVILLEROADC S A H NO. 32 OHLVOHL OHLOHLOHLVOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLG GGGGGGGGGGG FBO FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOU GGOHLOHLOHL G GGOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLU U G U U U GU G U 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 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 OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHL VG G ACACACEM LS>>>MB MB SW Corner Sec. 35-31-22 CIM S. Line - Gov't Lot 5 Sec. 35-31-22W. Line - Gov't Lot 5Sec. 35-T31-R22E. LineE 1/2 - SE 1/4 - SE 1/4Sec. 34-T31-R22SE Corner Sec. 34-31-22 CIM S. Line Sec. 34-T31-R22 Easement per Doc. No. 252087 33' Roadway Easemen t N. Line - Gov't Lot 5 Sec. 35-T31-R22N. Line SE 1/4 - SE 1/4 Sec. 34-T31-R22 Ea s e m e n t p e r D o c . N o . 2 5 2 0 8 7 33' Roadway Easement W W WWWWWWWW. LineE 1/2 - SE 1/4 - SE 1/4Sec. 34-T31-R22Approximate 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 map66 66 USGS Brass Disc 659.97 N89°12'14"W 1063.34 N18°52'42"W 1406.12S89°19'02"E 617.78 S00°24'36"E 1323.11N00°20'54"W 1253.82N89°32'07"E 560.69 N53° 5 0' 1 7" E 416. 3 5 Flood Zone A per FEMA FIRM map ASH STREET 19.32107.75 165.54128.39 61.75L=122.92Δ=19°02'05"128.39142.06142.06142.06128.39142.06190.21 19.31L=140.09Δ=18°39'58"150.01217.76217.76L=2.77 Δ=0°22'07"159.30150.00162.06162.06150.00162.06162.06159.47 63.7599.02142.06128.39142.06160.74L=1.33 Δ=0°15'13" 183.82 N70°39' 1 8 " E163.88142.06128.39142.06S19°20'42"E 633.51N19°20'42"W 644.16304.5156.1 8 606.65 409.32 L=317.5 6 Δ=70°0 4'0 5 "1190.52L = 8 . 4 6Δ=1°4 0'5 8" 3 0 6 . 3 6 S 4 6 ° 5 3 ' 5 7 " E L=78.13 Δ=21°0 6'5 2 " 172 . 8 8 S68 ° 0 0 ' 4 9 " E L=60.18 Δ =11°58'20"L=16 1 . 5 0Δ=37° 0 0 '4 4 "L=8.95Δ=2°03'01"L=11.06 Δ=2°06'45" 159.47 3.51L = 1 8 6 . 8 7Δ=4 8 ° 4 0'0 7" 48.1 3 131 . 7 9 L=106.13 Δ=21°06'5 2 " 3 0 6 . 3 6 N 4 6 ° 5 3 ' 5 7 "W L=119.72 Δ =32°21'21" 45.32 79.31 44.71L=117.94Δ=2°00'49"503.52S19°20'42"E369.20S19°20'42"EL=174.62Δ=13°08'50" 9 6 . 5 1S3 8 ° 3 9 ' 2 7 "E 71. 0 8 S6 4 ° 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 " E143.24S10°47'57"E186.37S70°39' 1 8 " W 476.76 S89°18'07"E 1 0 4 . 3 0 S 4 6 ° 0 5 ' 5 8 " EN19°20'42"W 567.33127.17 327 . 1 371.6620.22 9.95109.27134.74123.74 66 . 1 2 7 2 . 5 356.4242.31 79.9538.40 96.9265.1846.9275.0664.58N49°54'51" E 216.26S70°31' 1 3 " W 320.65 N21°43'18"E 30.80 N 4 6 ° 0 5 ' 5 8 "W 3 8 5 . 5 0N10°47'57"W 391.101 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 7660 SETBACK LINE SETBACK LINEWILKINSON WAYWI L K I N S O N W A Y WETWETWETWETWE T WETWETWETW E T WET WET WETWETWET WETWETWET WETW E T WETWETWETWETWET W E T WETWETCONSERVATION 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 1010 101020' LANDSCAPE BUFFER 20' LANDSCAPE BUFFER N79°17' 1 6 " W 473.00 S86°12'44"W 265.00 N10°47'16"W325.00N4 6 ° 0 5 ' 1 6 " W 37 3 . 0 0 N86°52'16"W ACCESS AND UTILITY EASEMENT1515 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 DWG LOCATION: S:\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\SURVEY PRODUCTION DWGS\30671 PPLAT.DWG SAVED BY: MARK.SCHWANZTHIS 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 IUE 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 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 STM STM STM OHLOHL OHLOH 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 LOHL STM STMOHLOHLOHL STM STM STM STM STM STM MB MB MB S. Line Sec. 34-T31-R22W. LineSE 1/4 - SE 1/4Sec. 34-31-22Ea s e m e n t p e r D o c . N o . 2 5 2 0 8 7 Ea s 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 WWW. LineE 1/2 - SE 1/4 - SE 1/4Sec. 34-T31-R22Approximate OHW Line from others 895.2 (NGVD29)66N00°20'54"W 1253.821905.73 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°24'17" E 1527.24 1/2" Iron Pipe RLS 22440 Flood Zone A per FEMA FIRM map 470300870 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 WETWETWETWETWET WETWETWETWET WET WET WET WET WET WET WETWETWETWE T WET WETWET W E T WETWET WET WET WETWETWET WETWETWET WETWET CONSERVATION EASEMENT S86°12'44"W 265.00N86°52'16"W 130.00 N 6 3 ° 1 4 ' 1 6 "W 24 1 . 0 0 S89°31'44"W 652.00 S22°09 '02 "E203.68S13°38'32"E361.41151525252 5 2 5 ACCESS AND UTILITY EASEMENT ACCESS AND UTILITY EASEMENT S64°3 6' 4 4 " W 120.00 S42°4 1' 4 4 " W 4 2 5. 0 0 S40°02'18"W 614.4030671 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 DWG LOCATION: S:\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\SURVEY PRODUCTION DWGS\30671 PPLAT.DWG SAVED BY: MARK.SCHWANZTHIS 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 IUE 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 13191513PROPOSEDRAIN GARDEN 2100 YR HWL = 922.162332 11 23 11 610 1211 619 11 XX XBENCHMARK HYDRANT TNFH = 919.06 GUUFOFOUFOFOUUFOMBOHLVOHLOHL 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 GGG G G G G G G G G FBOFBOFBO FBO FBO FBO FBO FBO FBO FBO FBOU GGUTVUTV UTV FBOFBOGUTV OHLOHLOHLOHLGGGOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLUUG UUUGUGUOHL OHL OHLOHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHLOHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLV GGWILKINSON LAKE BLVDCENTERVILLE RD ASH STREETWW WW WW W W W W WW W W WWETWET WET WETAMELI <II<II<II<II<II<II<IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWETWETWETWET WETWETWETWETWETWETWET WET WETWETWETWETWET WET WE T WET WETWETIIIIIIIIIIIIIIIII I I I IIIII I I I I I IIIII I EMLSEasementper Doc. No. 252087>>>>>>>>>>>>>>>>>>>>>>>><II<II<II<II<II<II<II<II<II> > >> > > > >>>> > >13491410 1413 61014 913595 13 14 WILKINSON WAY XXXX 5 11XXXXXPROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PROPOSEDRAI N G A R DE N 3100 YR HWL = 920.48PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 WPROPOSEDRAIN GARDEN 2100 YR H WL = 924.01WILKI N S O N W A Y PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.081.47 mphFastest Line Entry Speed too largeSouth Leg (South)West Leg (West)North Leg (North)Ash / Centerville Roundabout> I I I I I I I I I I I IIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>IIIIIIIIIIIII I I I I> >>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>III 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-UTILITY-OVERALL.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 PROP OSE D RAIN GARDEN 2100 YR H WL = 922.1632XXXX X XXXPROPOSED BUILDINGFFE = 930.08FOUUFOMBOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL 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-aetU 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 OHLUUG I=914.67U OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLV >>GGGGGCENTERVILLE RD ASH STREETI I I I I I I I I I I I I I I I I I I I I I I IIII>>>>>>>> > >>>>>>>>>>>>>>I >>>>>>>>>>>>>> >> >> >>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I IIIII>> > > > > >>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > >>>IIIIIIIIIIIIIIIIIIII>>>>>>>II13491410 1413 61014 913595 13 14 WILKINSON WAY X XXXXXXXXX5 11XXXXXXXXXXXXBUILDING 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 = 927PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PROP OSE D RAIN GARDEN 3100 YR HWL = 920.48PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 PROP OSE D RAIN GARDEN 2100 YR H WL = 924.01P - 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 IIII>>>>>>>> > >>>>>>>>>>>>>>I >>>>>>>>>>>>>> >> >> >>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I IIIII>> > > > > >>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > >>>IIIIIIIIIIIIIIIIIIII>>>>>>>IIST-105A R=923.03 I=916.48 ST-105 R=923.02 I=915.84 ST-104 R=921.56 I=913.92 ST-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-104 137'x 24" @ 1.25 % P-103 55'x 24" @ 1.25% P-105A 45'x 18" @ 1.00% P-102A 32'x 24" @ 1.00%P-205 29'x 24" @ 0.25%P-204 145'x 3 0 " @ 0 . 2 5 % P-203 162'x 30" @ 0.15%P-202A 29'x 24" @ 2.00%P-203A 29'x 24" @ 1.00%SP-14A 46'x 8" @ 2.00%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-15 69'x 8" @ 2.00%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 98'x 8" @ 1.50%MH-15 R=925.33 I=910.91SP-16 100 'x 8 " @ 2 .00% 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-18 89'x 8" @ 2.00%SP-19 61'x 8" @ 2.00%MH-19 R=931.94 I=918.72 SP-19A 56'x 8" @ 2.00%SP-12 241'x 8" @ 1.50% S P - 5 A 3 6 ' x 6 " @ 2 . 0 0 % SP-5 146'x 8" @ 1.25 % 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" @ 0.6 5 % 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 mphFastest Line Entry Speed too largeSouth Leg (South)West Leg (West)North Leg (North)Ash / Centerville RoundaboutST-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 1 5 " @ 0 . 5 0 % ST-211 R=923.87 I=916.03 P-211 300'x 18" @ 0.50% ST-210 R=924.68 I=914.34 P-210 296'x 21" @ 2.04%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-110 300'x 24" @ 2.00%ST-111 R=925.04 I=914.19 P-111 40'x 24" @ 0.50%P-112 71'x 24" @ 0.50%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-114A 89'x 24" @ 0.50%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-117 17'x 12" @ 1.00%ST-117 R=929.48 I=921.40 ST-302A R=924.47 I=922.00 P-302A 81'x 12" @ 0.50%ST-302 R=925.68 I=921.40 P-302 80'x 18" @ 0.25%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-206 128'x 24" @ 0.25%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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-UTILITY.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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. >>>> >><IIII>IIG 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 RM A I N 8 " P V C W A T E RM 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 13191513PROP OSE D RAI N GA R DEN 2100 YR HWL = 922.162332 11 23 11 610 1211 619 11 XXXX X XXXPROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58 POSE D B UI L DI N GPROPOSED BUILDINGFFE = 930.08UUFOFOUFOOHLVOHLOHLOHL 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 OHLGG G G G G G G G G G G G G G G G FBOFBO FBOFBO FBO FBO FBO FBO FBO FBO FBO EX GGV GGGGGUTVUTVUTV UTV UTV UTV UTV FBOFBOFBOFBOFBOUEGGGUTV UTV UTV FBOGOHL 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 OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWILKINSON LAKE BLVDCENTERVILLE RD IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIT/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 Easementper Doc. No. 252087>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >><II<II<II<II<II<II<II<II<II<II<II<II<II<II<II> > > > >I> > I I IIIIIIIIIIIIIIIIIIIIIII>>>>>>>>> I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIII> >>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>X XXXXX11PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PROP OSE D RAIN GARDEN 3100 YR H WL = 920.48PROP OSE D RAI N GA R DEN 2100 YR HWL = 924.01WILKI N S O N W A Y P- 3 0 3 9 0 ' x 1 5 " @ 0 . 2 5 %I> > I I IIIIIIIIIIIIIIIIIIIIIII>>>>>>>>> I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIII> >>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>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=913.92 ST-102 R=921.37 I=913.03 ST-102A R=921.61 I=913.54 P-105 224'x 18" @ 1.25%P-104 137'x 24" @ 1.25 % 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-15 69'x 8" @ 2.00%S P - 8 9 2 ' x 8 " @ 1 . 5 0% MH-7 R=923.05 I=907.73 SP-7 98'x 8" @ 1.50%S P - 5 A 3 6 ' x 6 " @ 2 . 0 0 % STUB-5A I=908.92 S-5 R=923.01 I=907.70SP-6 176'x 8" @ 1.25%SP-5 146'x 8" @ 1.25 % 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 9 6 ' x 8 " @ 0 . 5 0 % ST-213 R=922.98 I=918.75 ST-302A R=924.47 I=922.00 P-302A 81'x 12" @ 0.50%ST-302 R=925.68 I=921.40 P-302 80'x 18" @ 0.25%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-108A 45 ' x 12 " @ 0 .50% 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-UTILITY.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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. >>>> >><IIII>IIG 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 AI 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 >>OHLOHLOHLOHLOHLOHLOHLOHLOHL I=901.82 I=901.80 UGUGUOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLXASH STREE WWW W WW<II<II<II<II<II<II<II<II<II<II<IIWET WETWETWETWETWETWETWETWETWETWETWETWET WET WET WE T WETWETWETWETWETWETWET WET WET WETIIIIIIIIIIIIIIIIIIIIIIIIII 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 >>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIII>IIIIII 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 >>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIII>IIIIII 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-205 29'x 24" @ 0.25%P-204 145'x 3 0 " @ 0 . 2 5 % P-203 162'x 30" @ 0.15%P-202 165'x 36" @ 0.15%P-2 0 1 1 3 1 ' x 3 6 " @ 0 . 1 5 %P-202A 29'x 24" @ 2.00%P-203A 29'x 24" @ 1.00%P-1 96'x 12" @ 0.25%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" @ 0.6 5 % S-2 R=920.90 I=900.77 SP-2 313'x 8" @ 0.60%SP-1 183'x 8" @ 1.25%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-110 300'x 24" @ 2.00%ST-111 R=925.04 I=914.19 P-111 40'x 24" @ 0.50%P-112 71'x 24" @ 0.50%P-109 90'x 24" @ 2.00%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-206 128'x 24" @ 0.25%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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-UTILITY.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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. >>>> >><IIII>IIG 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 13191513PROPOSEDRAIN GARDEN 2100 YR H WL = 922.16PROP O S E D B UI L DI 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 OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL OHL OHL OHLOHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWILKINSON LAKE BLVDWWW W WWW W W W W W<II<II<II<II<II<IIIIIIIIIIIIIIWET WET WET WET WET WE T WE T WET WE TIIIIIIIIIIIIII I I I I I I I I IIIIIIII I I I I I I I I I I I I IIIIIIII I I I EMLST/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 IIIIIIII>>>>>>>>>>>>>>>>>>>>>> I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIII I I III> > > > >>>>>>> >>>>>>>>>>>>>>>>>>>>>IIIIIIII>>>>>>>>>>>>>>>>>>>>>> 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 GARDE N 4 100 YR HWL = 920.22 PROPOSEDRAI N G A RDE N 3100 YR HWL = 920.48WPROPOSEDRAIN GARDEN 2100 YR H WL = 924.01PROPOSED 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 IIIIIIII>>>>>>>>>>>>>>>>>>>>>> I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIII I I III> > > > >>>>>>> >>>>>>>>>>>>>>>>>>>>>IIIIIIII>>>>>>>>>>>>>>>>>>>>>> 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=913.92 ST-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-105 224'x 18" @ 1.25%P-104 137'x 24" @ 1.25 % P-103 55'x 24" @ 1.25% P-105A 45'x 18" @ 1.00% P-102A 32'x 24" @ 1.00%P-102 136'x 30" @ 4.50%P-101 132'x 30" @ 2.58%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-15 69'x 8" @ 2.00%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 98'x 8" @ 1.50%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=907.70SP-6 176'x 8" @ 1.25%SP-5 146'x 8" @ 1.25 % 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-1 183'x 8" @ 1.25%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-110 300'x 24" @ 2.00%ST-111 R=925.04 I=914.19 P-111 40'x 24" @ 0.50%P-112 71'x 24" @ 0.50%ST-112 R=926.24 I=914.71 P-302 80'x 18" @ 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-109 90'x 24" @ 2.00%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-6A 33'x 24" @ 0.00%OCS-2 R=908.00 I=901.00 P-6 33'x 30" @ 0.92%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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C3-UTILITY.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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. >>>> >><IIII>IIG 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 13191513PROPOSEDRAIN GARDEN 2100 YR H WL = 922.162332 11 23 11 610 1211 619 11 XX X13491410 1413 61014 913595 13 14 WILKINSON WAY XXXX5 11XXXXXPROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PROPOSEDRAIN GARDEN 3100 YR HWL = 920.48PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 WPROPOSEDRAIN GARDEN 2100 YR HWL = 924.01WILKI N S O N W A Y PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 BENCHMARK HYDRANT TNFH = 919.06 GUUFOFOUFOFOUUFOMBOHLVOHLOHL 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 GGG G G G G G G G G FBOFBOFBO FBO FBO FBO FBO FBO FBO FBO FBO EX SB-st EX SB-aetU EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- EX GGVGGUTVUTV UTV FBOFBOGUTV OHLOHLOHLOHLGGGOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL EX SB-st-13UUGUUUGU GUOHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL OHLOHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLV GGWILKINSON LAKE BLVDCENTERVILLE RD ASH STREETWW WW WWETWET WET WET WETWET <II<II<II<II<IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWETWETWETWETWETWET WET WETWETWETWET WET WE T WET WETIIIIIIIIIIIII I I I IIIII I I I I I IIIII I EMLSEasementper Doc. No. 252087>>>>>>>>>>>>>>>>>>>>>>>><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 9129229 2 4 924 924 9229169181.47 mphFastest Line Entry Speed too largeSouth Leg (South)West Leg (West)North Leg (North)Ash / Centerville Roundabout> I I I I I I I I I I I IIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>IIIIIIIIIIIII I I I I> >>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>III I I I I I I 920914916918922 924 900 910 896898 902 904 906 908 91291 2912920914916918 922922924924920922924926900 91 0 896 8 9 8898902 906 902 91 0 916 918932 910904 900898 902 908 908 906 9109069089129149 1 0 91692092292492091 6 924 922924926928924 926926 922 920 924920926914920926920 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C4-GRADING-OVERALL.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 13491410 1413 61014 913595 13 14 WILKINSON WAY X XXXXXXXXX5 11XXXXXXXXXXXXBUILDING 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 = 927PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PROP OSE D RAIN GARDEN 3100 YR HWL = 920.48PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 PROP OSE D RAIN GARDEN 2100 YR H WL = 924.01FOUUFOMBOHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL G G G G G G G FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBOU 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 OHLUUG UOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLV >>GGGGGCENTERVILLE RD ASH STREETNORTH OAKS FARMS INC35-31-22-33-0002COUNTY OF ANOKA6101 CENTERVILLE RD35-31-22-32-0004BIRCHER ALEC1613 ASH ST35-31-22-32-000835-31-22-32-0005PROP OSE D RAIN GARDEN 2100 YR H WL = 922.1632XXXX X XXXPROPOSED BUILDINGFFE = 930.08I I I I I I I I I I I I I I I I I I I I I I I IIII>>>>>>>> > >>>>>>>>>>>>>>I >>>>>>>>>>>>>> >> >> >>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I IIIII>> > > > > >>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > >>>IIIIIIIIIIIIIIIIIIII>>>>>>>II1.47 mphFastest Line Entry Speed too largeSouth Leg (South)West Leg (West)North Leg (North)Ash / Centerville RoundaboutST-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 0917918919 925 926 927 928 9 2 9 921922925 9239 2 4 925 925 924 924 921922923915916917918919922 923 9159209139149 1 6 9 1 7 918919921922923 922 930 928 929 915 913 914 917 920 921 923920930930916916918922922922924924924926926926928928928932932 930 928 928 929 931 932 927925923924926925 923 924 925 922 923 924 920 921 922 923 920 917 918 919 921915914916917918 920919 921 922 924 926 925 922 922 923 923 924 926 930920918919921922923-2.7% -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 %-16.9%-20.9%-15.5% -15.5% -27.2%-2.3%-31.4% -2 2 . 7 %-16.6%-14 .3% -2.7% -1.9%-11.4%- 2 0 . 1%-0.4%-8.5% -6.5%-2.0%-9.1%-11.3%-11.4%-13.6%-5.3%-24.8 %-0.9% -0.4% 922.95 927.05 931.19 9 3 2 . 1 3 9 3 0 . 7 5 930.35 930 . 8 4 930 . 8 3929.40 925.4 6 927.4 2 929.88 930.43 931.99 929.99 930.40 930.19 930.19 929.97929 . 4 7 929. 9 5 930.5 0 930.9 5 929.65 933.38 933.61 93 3 . 7 5 933.50 930.74 930.51 929.49 929.42 928.00 931.7692 8 . 0 0 926.78927.04 927.40 926.89 927.65 927.50928.94 928.64 931.4 2 930.62 929.98 928.78 929.38 933.30931.64 928.98 929 . 2 4 929.9 6 930.5 0 930 . 7 3 93 1 . 1 1 930.62 929.86 929.2 5 930.63930.519 2 9 . 9 4 932.26 929.359 2 9 . 0 4 930.8 1930. 4 5 930.38932.98 932.22 9 3 2 . 6 8 932.21 931.63 931.64 931.3593 1 . 0 5930.969 3 1 . 4 6 929.03930.47 930.24 933.67 932.35 933.27 933.34 932.68 928.96930.15 9 2 3 . 5 0 928.00 9 2 8 . 0 0 925.38 925.38 928.00928.00925.06925.06928.00928.00 9 3 4 . 0 0 9 3 4 . 0 0 932.7593 4 . 0 0 93 4 . 0 0 928.00 926.94 922.00 926.56 929.41 9 2 9 . 4 1 923.95928.32 92 8 . 4 0 9 2 8 .74 928.53 928.00 928.00 928.00 928.00 92 8 . 0 0 92 7 . 7 9 925.52 927.84928.00932.5 9 932.75 9 3 4 . 0 0933.95934.00 934.00 928.55927.98927.61 928.62927.88927.80 926.76 926.8 4 9 2 7 . 4 0 928.00918.66918.63918.65921.13918.16921.14920.64923.61923.62923.13925.35925.35924.86925.36925.36924.29925.36925.36925.36925.36923.63921.14923.63921.14918.66926.01 92 6 . 1 9 92 5 . 8 0 925.53926.03 925.72 932.30 929.33929.97 931.50 925.94 926.62 926.11 926.12 925.78 925.37 925.00 924.61 923.32 923.04 924.07 T/ W 924.00 T/ W 923.00 T/ W 917.00 920.00 922.07 923.8 6 T / W 930.4 0 T / W 928.7 9 T / W 925.0 8 T / W 920.7 7 926.7 9 927.4 0 920.6 0 928.7 3 92 2 . 9 8 920.95 91 2 . 0 0 9 2 7 . 3 0928.57926.0692 7 . 6 4 930.39925.99 927.6 6 926.98 924.96 925.53 9 2 5 . 8 2 926.63 923. 0 0 926.36 926.33 926.86926.88926.83927 . 0 0 92 7 . 0 0 92 7 . 0 0 927.00927.00 926. 9 2 927.04 926. 9 2 92 6 . 9 2 926.52 926.47 927.18 926.96926.82926.84 926.58926.45926.839 2 5 . 7 2 92 5 . 5 8931.74 T/W 928.79 B/W 932.40 T/W 930.18 B/W 9 3 1 . 5 9 T /W 9 3 0 . 0 9 B /W 9 3 1 . 7 4 T /W 9 2 8 . 9 1 B /W 9 3 3 . 8 0 T /W 9 3 3 . 3 0 B /W931.74 T/W928.86 B/W932.45 T/W 930.57 B/W9 3 3 . 9 0 T /W 9 3 3 . 4 0 B / W 931.74 T /W928.86 B /W928.24 T/W 927.74 B/W929.00 T/W923.00 B/W929.00 T/W 923.00 B/W 928.00 T/W 923.00 B/W 9 2 8 . 0 0 T /W 9 2 3 . 0 0 B / W 9 3 2 . 5 0 T /W 9 2 3 . 0 0 B / W 933.00 T/W 923.00 B/W 928.00 T/W 923.00 B/W 923.39923.49923.65 923.30923.05922.87922.44 92392992592692 7 92 8 928.51 929. 6 1 929.40927.94 930.08930.08 930.08 930.08 929.20 929.20 927.79 92292430671 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C4-GRADING.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 XXXX.XXXXX.XXXXX.XXXXX.XX T/WXXX.XX B/W-X.X% 3' WIDE CURB CUT 3' WIDE CURB CUT X XXXXX11PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PROP OSE D RAIN GARDEN 3100 YR H WL = 920.48PROP OSE D RAI N GA R DEN 2100 YR HWL = 924.01WILKI N S O N W A Y UUFOFOUFOOHLVOHLOHLOHL 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 OHLGG G G G G G G G G G G G G G G G FBOFBO FBOFBO FBO FBO FBO FBO FBO FBO FBO EX SB- EX GGV GGGGGUTVUTVUTV UTV UTV UTV UTV FBOFBOFBOFBOFBOUEGGGUTV UTV UTV FBOGOHL 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 OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWILKINSON LAKE BLVDCENTERVILLE RD IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIEasementper Doc. No. 252087>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >><II<II<II<II<II<II<II<II<II<II<II<II<II<II<II> > > > >OMES OF NORTH OAKS INC13191513PROP OSE D RAI N GA R DEN 2100 YR HWL = 922.162332 11 23 11 610 1211 619 11 XXXX X XXXPROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58 POSE D B UI L DI N GPROPOSED BUILDINGFFE = 930.08I> > I I IIIIIIIIIIIIIIIIIIIIIII>>>>>>>>> I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIII> >>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>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 925930 924926 927 928 929 931 925 925 924 924 921921 922922923924925 924 926 927 928 922 923 920925921922923924926920 920920919921 922 925923924926927 9 2 8929929929930 928 929 925923924926931931 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 1 923.95928.32 92 8 . 4 0 9 28 .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 0 926.33 926.83925.93926.29925.53 9 2 5 . 3 3 926.91927.60928.9 0 929.34 927.90 923.39923.49923.65 923.30923.05922.87922.44 921.80921.96921.56 921.91 921 .47921 .23921 .52921 .38 9 22 .5 8 922 .47922.59922.67922.19 921.71922 .07 9 21 .9 8 922 .26921 .96 925921921 922 922 923923 924 9229239249209219229239 2 4 9 2 2 923 922 923925 .00 9 14 .0 0 914 .00 9 14 .0 0 914.00 924.50 925.00 925.00 924.50 924.50 924.5 0 925.00925.00925.00925.00925.00930 928 929 926927928930929931932930929931932 93092 9 9 2 9 931932933934934930 928 929 931 926 927 928 928929 930 93093093 1 93 2 9 3 3 93 3 93 3 93 4 92592692 7 92 8 9 3 0 92 9 9 3 1 9 3 2 9 3 3 928 928.51 933.95 934.32 93 4 . 3 2 9 3 3 . 5 1 934.09 933.87 933.57 934.04 929. 6 1 929.40927.94 930.08930.08 930.08 930.08 929.20 929.20 928.8692 8 . 8 6 92 8 . 7 0 928.64928.70928.65 92 8 . 8 0 92 8 . 8 9 928.8693 1 . 5 4 93 2 . 7 9 92 9 . 1 0 9 2 8 . 1 4 9 2 7 . 3 3 93 1 . 9 8928.39928.93929.10928.80932.02931.98934.01934.0293 3 . 4 8 92 8 . 7 8 92 8 . 7 1 92 9 . 2 0 92 9 . 3 0 933.42933.30932.94932.98928.88928.91928.61928.649 2 7 . 5 4 9 3 1 . 8 6932.26933.22932.43928.92928.85 929.58 92 9 . 5 8 929 . 5 8 929.58929.53 929. 4 1 928. 7 4 929. 0 3 927.79 928.50 928.509 3 4 . 5 2 934.52934.52 934.52 934.52 934.52 93 4 . 5 2934.52934.5292292430671 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C4-GRADING.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 XXXX.XXXXX.XXXXX.XXXXX.XX T/WXXX.XX B/W-X.X% WILKINSON WATERS ANOKA HOLDINGS, LLC PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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->>OHLOHLOHLOHLOHLOHLOHLOHLOHL UGUGUOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLXASH STREE WWW W WW<II<II<II<II<II<II<II<II<II<II<IIWET WETWETWETWETWETWETWETWETWETWETWETWET WET WET WE T WETWETWETWETWETWETWET WET WET WETIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I NORTH OAKS FARMS INC34-31-22-44-0008WOODSTROM, JERRY A1591 ASH ST.34-31-22-41-0001SAGDALEN ALAN D & NATALIE R1601 ASH ST35-31-22-32-0007> > > I I I I I I I I I I I I I I I I I >>>>> >>>>>>> > >>>>>>> >> >> >>>>>>>>>>>>>> >>>>I >>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIII>IIIIII 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 9099119129 1 3 9219229239159169179189199159209139149 1 6 9 1 7 918919921922923 915 913 914 916 917 918 920 921 923 924910909911910 911 915 906909912 918 906906 906 909 909 909909 9 0 9 915 906909912 918 921 903 906 909 925 922 923 924 920 921 922 923 920 917 918 919 921915914916917918 920919 921 922 924 -9.0%-16.9%-20.9%-15.5%-9.1%-11.3%-11.4%-13.6%-5.3%-13.6%-23.9%-25.8%-33.2%-24.1%-10.0%-16.3%-16.1%-6.3%-16.9%-7.0%-5.6%-6.3%-6.7%-16.2% -27.1% 900 901 902 900905 898899901 902 903 904 90089689789889992 7 . 7 9 925.52 927.84928.00932.75 9 3 4 . 0 0 934.00 928.55927.989 2 7 . 4 0 928.0091 6 . 6 3 9 1 6 . 6 3 9 1 3 . 4 4 9 1 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 9 1 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 3 911.71912.34912.37 9 1 2 . 4 6 9 1 2 . 4 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 1 6 . 6 3 9 1 6 . 1 0 9 1 9 . 4 5 9 1 8 . 8 9 9 2 2 . 2 8 9 1 9 . 4 5 9 2 2 . 2 8918.66918.63918.65921.13918.16921.14920.64923.61923.62923.13925.35925.35924.86925.36925.36925.36925.36923.63921.14923.63921.14918.66925.53926.03 924.07 T/ W 924.00 T/ W 923.00 T/ W 917.00 920.00 922.07 91 2 . 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 /W925.53 9 2 5 . 8 2 926.63931.74 T/W 928.86 B/W932.45 T/W930.57 B/W9 3 3 . 9 0 T /W 9 3 3 . 4 0 B / W 931.74 T /W928.86 B /W928.24 T/W927.74 B/W929.00 T/W 923.00 B/W 928.00 T/W 923.00 B/W 908.45 T/W908.15 B/W911.79 T/W911.79 B/W913.23 T/W904.62 B/W914.42 T/W904.43 B/W912.51 T/W905.48 B/W9 1 0 . 0 0 909.509 1 2 . 1 9 912.19914.38914.38FES-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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C4-GRADING.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 XXXX.XXXXX.XXXXX.XXXXX.XX T/WXXX.XX 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 GARDE N 4 100 YR HWL = 920.22 PROPOSEDRAI N G A RDE N 3100 YR HWL = 920.48WPROPOSEDRAIN GARDEN 2100 YR H WL = 924.01PROPOSED 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 OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL OHL OHL OHL OHLOHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLWILKINSON LAKE BLVDWWW W WWW W W W W W<II<II<II<II<II<IIIIIIIIIIIIIIWET WET WET WET WET WE T WE T WET WE TIIIIIIIIIIIIII I I I I I I I I IIIIIIII I I I I I I I I I I I I IIIIIIII I I I APPROX. ORDINARYHIGH WATER LEVEL895.2EMLS>>>>>>>>>>>>>>>>>> >> >> >><II<II<II<II<II<II<II<II<II<II> > > > > > > >> > > > > > > > > >>>>>13191513PROPOSEDRAIN GARDEN 2100 YR H WL = 922.16PROP O S E D B UI L DI N G FFE = 925 EOF909.25I I I I I I I I I I I I IIIIIIII>>>>>>>>>>>>>>>>>>>>>> I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIII I I III> > > > >>>>>>> >>>>>>>>>>>>>>>>>>>>>IIIIIIII>>>>>>>>>>>>>>>>>>>>>> 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 925924 925 924 921922923921921922922923924925 924 922 923 920925921922923924926920 920920919921 922 926921922923 922 923 924 906 909 909909 9 0 9 915 906909912 918 921 903 906 909 918921924 900 897 903 906 909 912 9 1 8 921924925923924925 923 924 925 922 923 924 922 924 926 -9.0%-0.9%-1.5% - 1 . 5% -25.0% -2 5 . 0 %-16.9%-2.0%-9.1%-5.3%-24.8 %-1.1%-1.1%-1.1%-0.9% -0.4%-13.6%-23.9%-33.2%-24.1%-10.0%-16.3%-16.1%-6.3%-16.9%-5.6%-46 . 8 % -20. 9 % 1.9 %-29.7%-13 .0% -48 .0%-29.0% -14.9%-10.4%-4.0%-3.0%900896897898899928.55927.989 2 7 . 4 0 928.009 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 3 911.71912.34912.37 9 1 2 . 4 6 9 1 2 . 4 9 913.00912.88 914 . 8 3 914.80920.569 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 4 913.86912.13912.31914.08918.17916.63916.94916.02912.75911.04911.02910.79923.62923.13925.35925.35924.86925.36925.36924.29925.36925.36925.36925.36923.63???926.01 92 6 . 1 9 92 5 . 8 0 925.53926.03 925.72 925.78 925.37 925.00 924.61 923.32 923.04 924.07 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 /W925.53 9 2 5 . 8 2 926.63 926. 9 2 927.04926.82926.84 926.58926.459 2 5 . 7 2 92 5 . 5 8 925.53931.74 T/W928.86 B/W932.45 T/W930.57 B/W931.74 T /W928.86 B /W928.24 T/W 927.74 B/W929.00 T/W 923.00 B/W 928.00 T/W 923.00 B/W 9 1 0 . 0 0 909.50FES-4 R=908.14 FES-4A R=907.98 922.91923.39923.49923.65 923.30923.05922.87922.44 921.80921.96921.56 921.91 921 .47921 .23921 .52921 .38 9 22 .5 8 922 .47922.59922.67922.19 921.71 9 22 .0 7 9 21 .9 8 922 .2 6 921 .96 925921921 922 922 923923 924 9229239249209219229239 2 4 9 2 2 923 922 923924 924 925 .00914 .00 9 14 .0 0 9 14 .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 5 924.75924.75924.75 924.75924.75924.75924.75924.75924.75924.75925.00925.00925.00925.00925.00925.00928.50 FES-6A R=904.90 FES-6 R=903.64 OCS-2 T/C=908.00 92292430671 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C4-GRADING.DWG SAVED BY: DAYTON.GONYEAWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 XXXX.XXXXX.XXXXX.XXXXX.XX T/WXXX.XX B/W-X.X% EXISTING FLOODPLAIN PER FEMA WILKINSON LAKE OHWL ELEV. 895.2 30" WETLAND BUFFER 30' WETLAND BUFFER EXISTING MANGE 2 WETLAND 13191513PROPOSEDRAIN GARDEN 2100 YR H WL = 922.162332 11 23 11 610 1211 619 11 XX XPROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58 PROP O S E D B UI L DI N G FFE = 925PROPOSED BUILDINGFFE = 930.08BENCHMARK HYDRANT TNFH = 919.06 GUUFOFOUFOFOUUFOMBVV EX SB-st EX SB-aetU EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- EX SB-st-13UUGUUUGU GUV WILKINSON LAKE BLVDCENTERVILLE RD ASH STREETWW WW WW W W W W WW W WWETWET WET WET WETWETWETWETWET WETWETWETWETWETWETWET WET WETWETWETWETWET WET WE T WET WETWET30' WHITE BEAR TOWNSHIPWATER AND SEWER EASMENTEMLSEasementper Doc. No. 25208713491410 1413 61014 913595 13 14 WILKINSON WAY XXXX5 11XXXXXBUILDING 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 = 927PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PROPOSEDRAIN GARDEN 3100 YR HWL = 920.48PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 WPROPOSEDRAIN GARDEN 2100 YR HWL = 924.01WILKI N S O N W A Y PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.081.47 mphFastest Line Entry Speed too largeSouth Leg (South)West Leg (West)North Leg (North)Ash / Centerville Roundabout> I I I I I I I I I I I I IIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>IIIIIIIIIIIII I I I I> >>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>> >0122>>>>>>>>>>>>>>>>>>>>III I I I I I I011011PLANT 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C5-LAND.DWG SAVED BY: ALINA.ELTAMIMIWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 XXXX XPROPOSED BUILDINGFFE = 930.08EX SB-UASH STREET13491410 1413 61014 913595 13 14 WILKINSON WAY X XXXXXXXXX5 11XXXXXXXXXXXXBUILDING 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 = 927PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PROPOSEDRAIN GARDEN 3100 YR H WL = 920.48PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87South Leg (South)West Leg (West)Ash / Centerville RoundaboutLANDSCAPE 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 II>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>IIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I IIIII>> > > > > >>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > >>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >0122> >>>IIIIIIIIIIIIIIIIIIII>IISYMBOL 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C5-LAND.DWG SAVED BY: ALINA.ELTAMIMIWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 13191513PROP OSE D RAI N GA R DEN 2100 YR HWL = 922.162332 11 23 11 610 1211 619 11 XXXX X XXXPROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58PROPOSED BUILDINGFFE = 930.08UUFOFOUFOVV WILKINSON LAKE BLVDCENTERVILLE RD Easementper Doc. No. 252087X XXXXX11PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PROP OSE D RAIN GARDEN 3100 YR H WL = 920.48PROP OSE D RAI N GA R DEN 2100 YR HWL = 924.01WILKI N S O N W A Y I> > I I IIIIIIIIIIIIIIIIIIIIIII>>>>>>>>> I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIII> >>>>> >>>>>>>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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C5-LAND.DWG SAVED BY: ALINA.ELTAMIMIWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 UGUGUXASH STREETWWW W WWWWET WETWETWETWETWETWETWETWETWETWETWETWET WET WET WE T WETWETWETWETWETWETWET WET WET WET WET WE T WET30' WHITE BEAR TOWNSHIPWATER AND SEWER EASMENTNORTH OAKS FARMS INC34-31-22-44-0008WOODSTROM, JERRY A1591 ASH ST.34-31-22-41-0001SAGDALEN ALAN D & NATALIE R1601 ASH ST35-31-22-32-0007WILKINSON 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 GARDE N 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 >>>>> >>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>> >>>>IIII I I III> > > > >>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIIIIIIII>IIIIII I I I I I I I I I I I I I011011 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C5-LAND.DWG SAVED BY: ALINA.ELTAMIMIWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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' 13191513PROPOSEDRAIN GARDEN 2100 YR H WL = 922.16PROP O S E D B UI L DI N G FFE = 925 BENCHMARK HYDRANT TNFH = 919.06 WILKINSON LAKE BLVDWWW W WWW W W W W W WET WET WET WET WET WE T WE T WET WE T30' WHITE BEAR TOWNSHIPWATER AND SEWER EASMENTAPPROX. ORDINARYHIGH WATER LEVEL895.2EMLSWILKINSON 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 GARDE N 4 100 YR HWL = 920.22 PROPOSEDRAI N G A RDE N 3100 YR HWL = 920.48WPROPOSEDRAIN GARDEN 2100 YR H WL = 924.01PROPOSED 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 IIIIIIII>>>>>>>>>>>>>>>>>>>>>> I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIII I I III> > > > >>>>>>> >>>>>>>>>>>>>>>>>>>>>IIIIIIII>>>>>>>>>>>>>>>>>>>>>> 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 DWG LOCATION: \\ISGFILE1\SHARED\PROJECTS\30000 PROJ\30600-30699\30671 LINO LAKES DEVELOPMENTMASTER P-LINO LAKES MN\30671 PRODUCTION FILES\30671 CIVIL 3D\PRODUCTION DWGS\PRELIMINARY PLAN\30671 C5-LAND.DWG SAVED BY: ALINA.ELTAMIMIWITHOUT 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 PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONWITHOUT 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 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM 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 site approximately 5 feet from than what is proposed. The applicant should consider an underground subsurface drainage system. 2.Provide EOF elevations, locations and routes for all low points in the paved and greenspaces. 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 Minnesota licensed structural engineer submitted for review and approval by the Building Official prior to permit issuance a.Provide top and bottom of wall elevations at beginning and end of wall, at point of maximum height, and at points along the length of wall to adequately describe the retaining wall and to display final grading accurately. b.Retaining walls are not allowed in easements or public rights-of-way c.Provide fences for safety as required 4.Show all high and break points 5.Label all inlet elevations 6.Provide slopes across parking areas and along curbs 7.Minimize drainage areas to all underground parking entrances a.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, any wetland 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” storm event 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 and rain gardens are not needed. These pretreatment BMPs are recommended to be removed if Basin 1 is sufficiently sized so as to reduce future maintenance 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 be able to supply a water reuse spreadsheet for use in calculating water reuse rates and areas for the site. 4.The steepest allowable slope below the 10’ aquatic bench is 3:1. Current grading of 2:1 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 should be 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 and around the pond show some sandy/silty soils that may infiltrate water meant for irrigation reuse. This will be evaluated with the next submittal. 7.Tree plantings are not recommended on the Basin 1 berm as root growth may weaken 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 sag points, 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 to ensure 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. Include storm 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 utility conflicts. a.Utility crossings should be checked across the site to ensure there are no conflicts and to call out insulation as needed. 16.Ensure structure diameters are sized properly for alignments with pipes at acute angles 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 portions of parking lots. 20.ST-3(72) should be moved to the corner of the nearest parking stall rather than on the curb radius. 21.It is recommended to route ST-201 directly to FES-4A to avoid daylighting drainage and 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 planting can 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 will be 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 stubs 4.Label all water service stub size, length, and material 5.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 intersection 7.Shift gate valve from northern leg to southern leg of 12” x 8” cross 8.Maintain minimum required 10’ horizontal separation between watermain and storm sewer alignments 9.Note separation between sanitary sewer and water services across Wilkinson Way a.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 redlines 2.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’ total easement 3.Extend utilities a minimum 10' past the storm sewer at the Ash Street intersection 4.Maintain sanitary sewer manholes on road centerlines 5.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’ deep pipe 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 the extents 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 Permit 2.City of Lino Lakes Zoning Permit for Construction 3.Minnesota Pollution Control Agency Sanitary Sewer Extension Permit 4.Minnesota Department of Health 5.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 ,   2/4/20251WILKINSON WATERSNeighborhood MeetingFebruary 4, 2025Jerome Room5959 Centerville RoadNorth Oaks, MN 55127Project PartnersLand Owner◦Lauren Grouwslauren@northoaks.com651-484-3361◦Mark Hougemark@northoaks.com651-484-336112 2/4/202522040 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 35E34 2/4/20253Wilkinson Waters Proposal200 apartment units40 townhome units (4-plexes)100 senior living unitsCommercial/Retail Road, Sidewalks and TrailsWater and Sewer UtilitiesStormwater Treatment and Conveyance Stormwater Reuse for IrrigationCommercial/RetailSenior LivingImprovements◦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 rateapartments56 2/4/20254Project ScheduleApartment and Townhome ConstructionEntitlementsConstructionRoad WorkEnvironmental AssessmentConcept PlanPreliminary PlanFinal PlanAugust-October 2024October 2024 - February 2025February – April 2025May – August 2025Site GradingMay – August 2025Road and UtilitiesAugust - November 2025Q3 2025 – Q4 2026Country Road J/Centerville/35E Road ConstructionJune 2025 – Q2 2026?Neighborhood MeetingPlease 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. 78 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.jpg image002.png image003.png image004.png image005.png image006.png image007.png image008.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 UOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL>>>>GGGGGGGG1410 655X X XXXXXXXXXXXXXXXXXXX X XXXXXXXXX915916917918920919 918925924 9279 2 8 929 925 924926920918922924 926920918922ASH STREET01233EXISTINGHOUSE 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+80919.1919.151+90921.1921.052+00924.2924.222+10924.9924.952+20925.0925.032+30925.2925.232+40925.5925.452+50925.7925.682+60925.9925.892+70926.1926.092+80926.3926.282+90926.6926.573+00926.9926.923+10927.3927.263+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+1010.00'3.01'10.00'8.35'6.00'X30671 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 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\30671 HEADLIGHT EXHIBIT.DWG SAVED BY: DAYTON.GONYEASHEET 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.PRELIMINARY NOT FOR CONSTRUCTIONEXISTING 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 1 PLANNING & ZONING BOARD AGENDA ITEM 6B STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: May 14, 2025 TOPIC: PUBLIC HEARING for Java Lino Lakes 2nd Addition Preliminary Plat CASE NUMBER: PP2025-004 APPLICANT: Java Companies, LLC Attn: Mark Krogh, Manager 879 Scheffe Avenue St. Paul, MN 55102 OWNER: Same INTRODUCTION The applicant, Java Companies, Inc., submitted a land use application for Java Addition 2nd Addition preliminary plat. The preliminary plat subdivides Lot 2, Block 1, Java Lino Lakes into two (2) separate lots. Tentative Review Schedule: Complete Application Date: April 15, 2025 60-Day Deadline: June 14, 2025 Environmental Board Meeting: April 30, 2025 Park Board Meeting: N/A Planning & Zoning Board Meeting: May 14, 2025 City Council Work Session: June 2, 2025 City Council Meeting: June 9, 2025 BACKGROUND On April 14, 2025, the City Council passed Resolution No. 25-45 approving the Java Lino Lakes final plat. The plat created three (3) commercial lots along Lake Drive. Lot 2, Block 1, Java Lino Lakes was proposed to have a 3 unit multi-tenant retail building. The applicant is now proposing 2 to subdivide this lot into 2 lots for the purpose of constructing a standalone Chipotle Restaurant and a standalone Pacific Dental office. Lot 1, Block 1, Java Lino Lakes 2nd Addition will still be an O’Reilly’s Auto Parts retail store as originally planned. This staff report is based on the following information: • Certificate of Survey prepared by Design Tree dated September 9, 2024 • Preliminary Plat prepared by Design Tree dated March 28, 2025 • Lino Lakes 2.0 2nd Addition Plan Set prepared by Design Tree dated March 28, 2025 • Preliminary Geotechnical Evaluation Report prepared by Braun Intertec dated October 7, 2024 ANALYSIS Existing Site Conditions A majority of the 3 acre site was previously owned by the City of Lino Lakes and was temporarily used for the community gardens. These lots have now been sold to Java Companies, LLC for development. Zoning and Land Use The site was zoned GB, General Business per Ordinance No. 17-24 and is guided commercial per the City’s 2040 Comprehensive Plan. A restaurant, office business-clinical, and retail store are permitted uses. Current Zoning GB, General Business Existing Land Use Vacant Commercial Future Land Use per 2040 Comp Plan Commercial Utility Staging Area 1A=2018-2025 Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future Land Use North GB, General Business Commercial Commercial South GB, General Business Commercial Commercial East GB, General Business R-4, High Density Commercial Multi-family Commercial Planned Commercial/Residential 3 West R-1, Single Family Residential Residential Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the comprehensive plan for commercial development and zoning code requirements for GB, General Business lot size and lot width. Lot Size Lot Width GB Requirements 20,000 sf 100 ft Lot 1a 65,550 sf 108 ft Lot 2 29,751 sf 100 ft Lot 3 36,474 sf 220 ft aLot 1, Block 1 Java Lino Lakes was 70,130sf and is the proposed O-Reilly’s retail auto parts sales lot. Lot 1, Block 1, Java Lino Lakes 2nd Addition slightly reduces the lot size to 65,550 sf. Lot width and lot size requirements are met. O-Reilly’s is still proposed on this lot. Blocks and Lots The proposed Java Lino Lakes 2nd Addition preliminary plat contains the following areas: Parcel Acres Purpose Lot 1, Block 1 1.50 acres Retail auto part sales (O-Reilly’s Auto Parts) Lot 2, Block 1 0.68 acres Office-Business Clinic (Pacific Dental) Lot 3, Block 1 0.84 acres Restaurant (Chipotle) TOTAL 3.02 acres No additional road right-of-way is required. An additional 10ft of road right-of-way along Lake Drive was dedicated with Java Lino Lakes final plat. Streets and Alleys CSAH 23 (Lake Drive) is an A-Minor Arterial Reliever county road. A raised median exists from the American Legion south past I-35W. A signalized intersection exists at Marketplace Drive. No additional access points or driveways are allowed onto Lake Drive along this section. 4 77th Street is a minor collector local road. The section of 77th Street shown on the preliminary plat was vacated in November 2024 via Ordinance No. 14-24. Marketplace Drive will be extended west and connect to Marilyn Drive and 77th Street. The City Engineer (WSB) has completed the plans and specs for this street reconstruction and utilities project. The City will construct and install utilities in conjunction with the platting and commercial development project. The American Legion (7731 Lake Drive) currently has a “frontage road” that was intended to provide additional access to the lots to the south. Staff consulted with the American Legion and they did not feel the additional access was needed. An existing city stormwater basin also exists at the end of the frontage road adding site constraints to the possible frontage road extension. A future shared driveway be considered along the west lot line of the American Legion and Java Lino Lakes 2nd Addition. There are no other public roads being proposed with the development. Shared driveway and maintenance agreements have been recorded for all private driveways and joint off-street parking areas in conjunction with Java Lino Lakes. Easements Standard drainage and utility easements at least 10 feet wide shall be provided along the lot lines. Public Land Dedication The City collected cash fee per acre in lieu of land dedication for the commercial development with Java Lino Lakes final plat. No additional commercial acreage is being added to the plat; therefore, no additional fees shall be collected. Site and Building Plan Review A restaurant, office business-clinic, and retail store are permitted uses in the GB, General Business district; therefore, site and building plans will be reviewed administratively by staff. Grading Plan and Stormwater Management Per the City Engineer Memo dated May 7, 2025: Stormwater management for the Lino Retail 2.0 site consists of infiltration basins for the southern and northern lots. Additionally, some stormwater infrastructure is proposed for the City realignment of Marketplace Drive. Existing and proposed discharge rates are summarized below. 5 Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year 10-Day Snowmelt Existing 2.37 5.53 14.27 Needed if basins landlocked Currently Proposed 1.65 4.77 10.86 Needed if basins landlocked Additional comments/revisions are noted in the attached City Engineer memo. Public Utilities The commercial development will be municipally served by a 21” sanitary sewer main along Lake Drive and a 10” sanitary sewer main along the extended Marketplace Drive. The commercial development will be municipally served by a 12” watermain along Lake Drive and a 12” watermain along the extended Marketplace Drive. Tree Preservation, Mitigation Standards and Landscaping The April 30, 2025 Environmental Board staff report details tree preservation, mitigation standards and landscaping. Open area, canopy cover, and foundation landscaping requirements are met. Parking lot screening shall be provided. Signage A separate Sign Permit Application with detailed sign information is required for any permanent or temporary signage. Impervious Surface Coverage Impervious surface coverage will be reviewed during site and building plan review for each lot. Traffic Study Traffic was analyzed with the Java Lino Lakes preliminary and final plat. In August 2020, Anoka County Highway Department completed a CSAH 23 Preliminary Traffic Analysis from Lexington Avenue to Main Street. The analysis included the intersection of CSAH 23 (Lake Drive) and Marketplace Drive. The proposed preliminary plat and commercial development are consistent with that plan. EQB Environmental Review 6 An EAW is not required for a three (3) lot commercial development. Wetlands There are no wetlands on site. Shoreland District The site is not located in the Shoreland District. Floodplain There is no FEMA floodplain on site. Additional City and Government Agency Review Comments Anoka County Highway Department Anoka County Highway Department reviewed the preliminary plat and had no additional comments. Public Safety Comments The Lino Lakes Police Division reviewed the development and did not have any comments. The Lino Lakes Fire Division reviewed the development. A fire hydrant shall be installed between Lot 1 and Lot 2. Environmental Board The Environmental Board reviewed the project at their April 30, 2025 meeting and made recommendation with conditions as noted in the attached memo. Agreements 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. Development Agreement and Final Plat 7 The applicant shall submit a Land Use Application for final plat after preliminary plat approval. A Development Agreement will then be prepared by the City as part of the final plat application. Site Improvement Performance Agreement Site Improvement Performance Agreements will be required for the construction of the commercial buildings. Comprehensive Plan The Java Lino Lakes 2nd Addition preliminary plat is consistent with the goals and policies of the comprehensive plan regarding land use, housing, economic development, transportation, local water management plan, sanitary sewer, water supply and parks, greenway and trails. Land Use Plan The Comprehensive Plan guides this property for commercial use. The preliminary plat is consistent with commercial land use. Housing Plan The goals and policies of the Housing Plan are not negatively impacted by the three (3) lot commercial preliminary plat. Economic Development The three (3) lot commercial preliminary plat supports the City’s economic development plan. Transportation Plan Goals of the Transportation Plan are to ensure that streets and roads are as safe as possible and to reduce unnecessary traffic. CSAH 23 (Lake Drive) is an A-Minor Arterial Reliever county road. 77th Street/Marketplace Drive is a Minor Collector road. The exiting road system can accommodate the traffic generated by the three (3) lot commercial preliminary plat. Local Water Management Plan The purpose of the water management program is to protect, preserve, and use natural surface and groundwater storage and retention systems and prevent erosion of soil into surface water systems. The commercial development will construct stormwater management BMP’s such as curb, gutter, and stormwater ponds. Sanitary Sewer Plan 8 The goal of the sanitary sewer plan is to maintain the city’s residents and businesses with an affordable and safe sanitary sewer system. The three (3) lot commercial preliminary plat will be served by an affordable and safe sanitary sewer system. Water Supply Plan A goal of the water supply plan is to provide residents and businesses with affordable potable water that is safe and of high quality for daily consumption and fire demand. The three (3) lot commercial preliminary plat will be served with a safe and high quality water supply. Parks, Greenways and Trails A goal and policy of the parks, greenways and trails plan is to continue to development and fund recreational activities in the City. The City collected cash in lieu of land dedication with the Java Lino Lakes final plat. Findings of Fact 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. Java Lino Lakes 2nd Addition preliminary plat is consistent with the goals and policies of the comprehensive plan. (b) Consistency with infill policies. A proposed urban subdivision shall meet the city's infill policies: 1. The urban subdivision must be located within the Metropolitan Urban Service Area (MUSA) or the staged growth area as established by the city's Comprehensive Plan; 2. The cost of utilities and street extensions must be covered by one or more of the following: 9 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. Java Lino Lakes 2nd Addition preliminary plat is consistent with infill policies. The development is within the current Utility Staging Area 1A (2018-2025). The cost and timing of the expenditure of city funds are consistent with the city’s capital improvement plan. The cost, operation and maintenance of the utility system are consistent with the normal costs projected by the water and sanitary rate study. No future utility costs are proposed. (c) Roads or highways to serve the subdivision. A proposed subdivision shall meet the following requirements for level of service (LOS), as defined by the Highway Capacity Manual: 1. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade; 2. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C; 3. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D; 4. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better; 5. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies; 6. The traffic generated from a proposed subdivision shall not require city street improvements that are inconsistent with the Lino Lakes capital improvement plan. However, the city may, at its discretion, consider developer-financed improvements to correct any street deficiencies; 7. The LOS requirements in divisions (2)(c)1. to 4. above do not apply to the 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 10 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. Java Lino Lakes 2nd Addition preliminary plat meets the requirements for level of service (LOS). The proposed Level of Service does not degrade by more than one (1) LOS; therefore, the development is not considered premature. Existing roads and intersections providing access to the subdivision have the structural capacity to accommodate projected traffic from the proposed subdivision. No street improvements are proposed that are inconsistent with the City’s capital improvement plan. The city does not relinquish any rights of local determination. (d) Water supply. A proposed subdivision shall be deemed to have an adequate water supply when: 1. The city water system has adequate wells, storage or pipe capacity to serve the subdivision; 2. The water utility extension is consistent with the Lino Lakes water plan and offers the opportunity for water main looping to serve the urban subdivision; 3. The extension of water mains will provide adequate water pressure for personal use and fire protection; and 4. The rural subdivision can demonstrate that each of the proposed lots can be provided with a potable water supply. Java Lino Lakes 2nd Addition preliminary plat will have an adequate water supply. (e) Waste disposal systems. A proposed subdivision shall be served with adequate waste disposal systems when: 1. The urban sewered subdivision is located inside the city's MUSA or is consistent with the MUSA allocation criteria; 2. The city has sufficient MUSA and pipe capacity to serve the subdivision if developed to its maximum density; 3. The subdivision will result in a sewer extension consistent with Lino Lakes sewer plan and capital improvement plan; 4. A rural subdivision can demonstrate that each lot can be served by an adequate sanitary sewer disposal system; and 5. A rural subdivision with a proposed communal sanitary sewer or water system has an effective long range management and maintenance program with proper financing. Java Lino Lakes 2nd Addition preliminary plat will be served with an adequate waste disposal system. RECOMMENDATION 11 Staff recommends approval of the Java Lino Lakes 2nd Addition preliminary plat subject to the following conditions: 1. A shared access, parking, and maintenance agreement and exhibit shall be recorded. The following comments shall be addressed in conjunction with the Java Lino Lakes 2nd Addition final plat land use application submittal: 1. All comments from the City Engineer memo dated May 7, 2025. 2. All comments from the Environmental Coordinator memo dated May 5, 2025. 3. Standard drainage and utility easements at least 10 feet wide shall be provided along the lot lines. ATTACHMENTS 1. Java Lino Lakes Final Plat 2. Java Lino Lakes 2nd Addition Preliminary Plat 3. City Engineer Memo dated May 7, 2025 4. Environmental Coordinator Memo dated May 5, 2025 JAVA LINO LAKES KNOW ALL PERSONS BY THESE PRESENTS: That Java Lino Retail 2.0 LLC, a Minnesota limited liability company, owner of the following described property: All that part of the Southwest Quarter of Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota, described as follows: Beginning at the Southeast corner of the Southeast Quarter of Southwest Quarter of Section 8; thence West on the South line thereof 121.88 feet; thence North 20 degrees 38 minutes East 1312.3 feet to the point of beginning of the tract of land hereby to be described; thence continuing North 20 degrees 38 minutes East a distance of 105.9 feet, more or less, to the North line of said Southwest Quarter of Southeast Quarter; thence East along the North line thereof 369.4 feet, more or less, to the west line of Trunk Highway Number 8 as the same is now laid out and constructed; thence southwesterly of the Westerly line of said Highway 146.3 feet, more or less, to a point distance 1320 feet Northerly as measured along the Westerly line of Highway from its intersection with the South line of said Southwest Quarter of Southeast Quarter; thence Northwesterly to point of beginning, subject to right of public over the North 33 feet thereof for road purposes, being now known as Lot 3, AUDITOR'S SUBDIVISION NUMBER 134, Anoka County, Minnesota, together with streets and alleys adjacent thereto, vacated or to be vacated. AND Lot Five (5), AUDITOR'S SUBDIVISION NUMBER 134, Anoka County, Minnesota, excepting therefrom Parcel 19, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 17. AND Lot 6, AUDITOR'S SUBDIVISION NO 134, excepting therefrom Parcel 20, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 17, Anoka County, Minnesota. AND That part of 77th Street lying in the Southwest Quarter of the Southeast Quarter of Section 8, Township 31, Range 22, Anoka County, Minnesota, bounded as follows: Lying north of Lot 3, AUDITOR'S SUBDIVISION NO. 134, according to the recorded plat thereof, said Anoka County; lying east of the northerly extension of the West line of said Lot 3; lying west of ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 17, according to the recorded plat thereof, said Anoka County and lying south of the North line of said Southwest Quarter of the Southeast Quarter. And that the City of Lino Lakes, a body corporate and politic under the laws of the State of Minnesota, owners of the following described property: Lot 12 and 13, Block 2, CAROLE'S ESTATES 2ND ADDITION, Anoka County, Minnesota. AND All that part of the Southwest Quarter of the Southeast Quarter (SW ¼ of SE ¼) of Section Eight (8), Township, Thirty-one (31), Range Twenty-two (22), Anoka County, Minnesota described as follows: Beginning at the Southeast corner of the Southeast Quarter of the Southwest Quarter (SE ¼ of SW ¼) of Section Eight (8); thence West on the South line thereof one hundred twenty-two and 88/100 (122.88) feet; thence North twenty degrees, thirty-eight minutes (20 degrees 38 minutes) East twelve hundred forty-one and three-tenths (1241.3) feet, to the point of beginning of the tract of land hereby to be described; thence continuing North twenty degrees, thirty-eight minutes (20 degrees 38 minutes) East, a distance of seventy-one (71) feet; thence Southeasterly to a point on the Westerly line of Trunk Highway No. 8 as same is now laid out and constructed, distance thirteen hundred twenty (1320) feet Northerly as measured on the Westerly line of said Trunk Highway No. 8, from the point of intersection with the South line of said Southwest Quarter of the Southeast Quarter (SW ¼ of SE ¼); thence Southeasterly along said Westerly line one hundred eight and six-tenths (108.6) feet; thence Westerly to the point of beginning. Now known as Lot Four (4), AUDITOR'S SUBDIVISION NUMBER 134, according to the recorded plat thereof and situated in Anoka County, Minnesota. Excepting therefrom Parcel No. 18, ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO.17. AND That part of 77th Street lying in CAROLE'S ESTATES 2ND ADDITION, according to the recorded plat thereof, Anoka County, Minnesota, bounded as follows: Lying east of the southerly extension of the west line of Lot 12, Block 2, said CAROLE'S ESTATES 2ND ADDITION; lying south of the south line of said Lot 12; lying north of the North line of the Southwest Quarter of the Southeast Quarter, Section 8, Township 31, Range 22 and lying west of ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 17, according to the recorded plat thereof, said Anoka County. Has caused the same to be surveyed and platted as JAVA LINO LAKES and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. Also dedicating to the County of Anoka the right of access on County State Highway Number 23 as shown on the plat. In witness whereof said Java Lino Retail 2.0 LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this_______ day of ___________________________, 20____. JAVA LINO RETAIL 2.0 LLC ______________________________________ Mark Richard Krogh, Manager STATE OF ___________________ COUNTY OF ___________________ This instrument was acknowledged before me on this __________ day of ___________________________, 20____ by Mark Richard Krogh, Manager of Java Lino Retail 2.0 LLC, a Minnesota limited liability company, on behalf of the company. ______________________________________ (Signature) ______________________________________ (Print Name) Notary Public, ____________________County, Minnesota My commission expires _________________________ In witness whereof said City of Lino Lakes, a body corporate and politic under the laws of the State of Minnesota, has caused these presents to be signed by its proper officer this_______ day of _____________________, 20____. CITY OF LINO LAKES ______________________________________ Mayor, City of Lino Lakes STATE OF ___________________ COUNTY OF ___________________ This instrument was acknowledged before me on this __________ day of ___________________________, 20____ by ___________________________, Mayor of the City of Lino Lakes, a body corporate and politic under the laws of the State of Minnesota, on behalf of the corporation. ______________________________________ (Signature) ______________________________________ (Print Name) Notary Public, ____________________County, Minnesota My commission expires _________________________ SURVEYOR'S CERTIFICATE I Jonathan D. Schuette do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ______day of ___________________________, 20____. ______________________________________ Jonathan D. Schuette, Licensed Land Surveyor Minnesota License No. 45352 STATE OF MINNESOTA COUNTY OF ___________________ This instrument was acknowledged before me this __________ day of ___________________________, 20____ by Jonathan D. Schuette. ______________________________________ (Signature) ______________________________________ (Print Name) Notary Public, ____________________County, Minnesota My commission expires _________________________ CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA This plat of JAVA LINO LAKES was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held this_______ day of ___________________________, 20____, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA By ______________________________________ Mayor By ______________________________________ Clerk COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this_______ day of ___________________________, 20____, By ______________________________________ David M. Zieglmeier Anoka County Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20____ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and tranfer entered this __________ day of ___________________________, 20____. ______________________________________ Property Tax Administrator By ______________________________________ , Deputy COUNTY RECORDER/REGISTRAR OF TITLES COUNTY OF ANOKA, STATE OF MINNESOTA I hereby certify that this plat of JAVA LINO LAKES was filed in the office of the County Recorder/Registrar of Titles for public record on this _______ day of ___________________________, 20____, at ____________o'clock _____.M. and was duly recorded as Document Number ___________________________. _____________________________________ County Recorder/Registrar of Titles By ______________________________________ , Deputy City of Lino Lakes County of Anoka Sec. 8, Twp. 31, Rng. 22 Sheet 1 of 2 Sheets Attachment 1. Java Lino Lakes Final Plat 11 5 . 6 4 S71°53' 2 6 " W 23.85 N21°23'46"E 319.22N6 5 ° 0 0 ' 2 9 " W 2 8 8 . 6 9 N89°26'22"W 0.72 R=5751.85Δ=2°46'41"L=278.87S25°06'31"W41.30S89°15'13"E 22.75 N6 4 ° 4 5 ' 4 2 " W 1 8 1 . 2 8 N6 4 ° 4 5 ' 4 2 " W 1 7 4 . 2 4 R = 2 9 0.0 0 Δ = 2 0°0 6'41" L=101.79 R = 2 1 0.0 0 Δ =17°52'59" L = 6 5.5 4 N18°49'37"W29.68S5 8 ° 0 7 ' 2 7 " E 2 9 5 . 8 3240.13188.5085.8814.1985.88219.15N25°06'31"E41.32Δ=1°10'16"L=117.76Δ=1°21'49"L=137.14N31°52'33"E 428.63S5 8 ° 0 7 ' 2 7 " E 2 9 0 . 3 6 S5 8 ° 0 7 ' 2 7 " E 8 0 . 6 6 S5 8 ° 0 7 ' 2 7 " E 8 9 . 2 7 N31°52'33"E 264.71S24°52'04"W 94.92N31°52'33"E22.45S25°36'32"W 141.01138 . 8 9 30. 0 3 S5 8 ° 0 7 ' 2 7 " E 4 9 . 6 4 19 . 6 2 30 . 0 2 N21°23'46"E 86.97N71°35' 2 4 " E 24.41 S6 4 ° 4 5 ' 4 2 " E 4 1 . 1 7 N25°14'18"E14.5239. 1 2 S15°26'57"E 81.5362.27177.86149.8738.6371.0071.0077.1510.0027 8 . 6 9 N21°23'46"E 1099.00(N20°38'E)S5 9 ° 2 0 ' 2 6 " E 6 5 . 2 8 S6 4 ° 5 2 ' 2 2 " E 1 6 8 . 9 2 S6 3 ° 4 0 ' 5 6 " E 5 0 . 6 8 N25°49'00"E 83.6258. 6 0 N 4 6 ° 5 2 ' 4 3 "W 4 3 . 0 6 CHBRG=S30°31'43"WCH=248.50R=5761.85Δ=2°28'17"L=248.52Δ=2°23'19"L=240.21Δ=0°04'58"L=8.31R=5761.85Δ=4°11'03"L=420.78Δ =0°12 '3 6 " L =21.11 R=5761.85Δ=1°26'22"L=144.7759 . 9 4 23 5 . 8 9 239 . 5 7 N84°09'30"W 17.27S26°17'52"W 145.36Δ=2°10'02"L=217.95N89°14'14"W 121.88 0 40'80' FOR THE PURPOSE OF THIS PLAT, THE NORTHEAST LINE OF LOT 13, BLOCK 2 CAROLE'S ESTATES 2ND ADDITION, ANOKA COUNTY, MINNESOTA IS ASSUMED TO HAVE A BEARING OF SOUTH 58°07'27"E JAVA LINO LAKES = DENOTES FOUND 1/2 INCH OPEN IRON PIPE UNLESS OTHERWISE NOTED = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 = DENOTES RECORD MEASUREMENT = DENOTES RIGHT OF ACCESS DEDICATED TO ANOKA COUNTY =DENOTES ANOKA COUNTY CAST IRON MONUMENT = DENOTES SET MAGNETIC NAIL (SCALE IN FEET) City of Lino Lakes County of Anoka Sec. 8, Twp. 31, Rng. 22 LOT 1 BLOCK ONE LOT 1 BLOCK TWO MA R K E T P L A C E D R I V E LAKE DRIVEDRAINAGE &UTILITYEASEMENTDRAINAGE & UTILITY EASEMENT 20 FOOT DRAINAGE & UTILITY EASEMENT PER PLAT OF CAROLE'S ESTATES 2ND ADDITION DR A I N A G E & U T I L I T Y EA S E M E N T DRAINAGE & UTILITYEASEMENTDR A I N A G E & U T I L I T Y EA S E M E N T DRAINAGE & UTILITYEASEMENTDRAINAGE & UTILITYEASEMENT1 INCH IRON PIPE 2 INCH DISK DETAIL NOT TO SCALE SEE DETAIL N31°52'33"E 428.63N89°26'22"W 0.7238.63149.8714.19N21°23'46"E 319.2285.88NORTHEAST LINE OF LOT 13, BLOCK 2, CAROLE'S ESTATES 2ND ADDITION Sheet 2 of 2 Sheets SE CORNER OF THE SE1/4-SW1/4 OF SEC. 8, T.31, R. 22 CAST IRON MONUMENT SOUTH LINE OF THE SE1/4-SW1/4 OF SEC. 8, T.31, R.22 (WEST 122.88) (XX) LOT 2 SOUTH LINE OF LOT 12, BLOCK 2, CAROLE'S ESTATES 2ND ADDITION WEST LINE OF ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 17 NORTH LINE OF LOT 3, AUDITOR'S SUBDIVISION NO. 134 NORTHERLY EXTENSION OF THE WEST LINE OF LOT 3, AUDITOR'S SUBDIVISION NO. 134 SOUTHERLY EXTENSION OF THE WEST LINE OF LOT 12, BLOCK 2, CAROLE'S ESTATES 2ND ADDITION NORTH LINE OF THE SW1/4-SE1/4 OF SEC. 8, T.31, R.22 WEST LINE OF ANOKA COUNTY HIGHWAY RIGHT-OF-WAY PLAT NO. 17 DRAINAGE & UTILITYEASEMENT5N (N20°38'E)(1312.3)(1241.3)(71)(105.9)(369.4) 20 20 WESTERLY LINE OFTRUNK HIGHWAY NO. 860 333333335030(108.6)(146.3)POINT BEING 1320 FEET NORTHERLYAS MEASURED ALONG THEWESTERLY LINE OF HIGHWAY FROMITS INTERSECTION WITH THE SOUTHLINE OF THE SW1/4-SE1/4 OFSEC. 8, T. 31, R. 221 INCH = 40 FEET5101010 10 10 30 30 SOUTH QUARTER CORNER OF SEC. 8, T.31, R. 22 CAST IRON MONUMENT XX X X X N89°14'14"W 2515.89 (C.S.A.H. NO. 23)13 5 11 0 CO CO OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEN89°26'22"W 0.72 N6 4 ° 4 5 ' 4 2 " W 1 8 1 . 2 8 R = 2 1 0.0 0 Δ =17°52'59" L = 6 5.5 4 S71°53' 2 6 " W 23.85 S5 8 ° 0 7 ' 2 7 " E 2 9 5 . 2 3 S21°23'46"W14.19N31°52'33"E 428.63S5 8 ° 0 7 ' 2 7 " E 2 9 0 . 3 6 S5 8 ° 0 7 ' 2 7 " E 8 0 . 6 6 S5 8 ° 0 7 ' 2 7 " E 8 9 . 2 7 N31°52'33"E 264.71S24°52'04"W 94.92N31°52'33"E22.45S25°36'32"W 141.01148 . 9 0 20. 0 2 S5 8 ° 0 7 ' 2 7 " E 4 9 . 6 4 29 . 6 0 20 . 0 4S15°26'57"E 81.53224.46104.17S5 9 ° 2 0 ' 2 6 " E 6 5 . 2 4 S6 4 ° 5 2 ' 2 2 " E 1 6 8 . 9 2 N 4 6 ° 5 2 ' 4 3 "W 4 3 . 0 6 CHBRG=S29°42'14"WCH=414.31R=5761.85Δ=4°07'15"L=414.40100.00Δ=0°53'33"L=89.75Δ=0°59'44"L=100.12Δ=2°13'58"L=224.530 40'80'JAVA LINO LAKES 2ND ADDITION PRELIMINARY PLAT OF LEGAL DESCRIPTION: Lots 1 and 2, Block One, JAVA LINO LAKES, according to the recorded plat thereof, Anoka County, Minnesota. LAND SURVEYOR DESIGN TREE ENGINEERING & LAND SURVEYING JONATHAN D. SCHUETTE, LS MINNESOTA LICENSE NO. 45352 TELEPHONE: (320) 762-1290 ENGINEER: DESIGN TREE ENGINEERING & LAND SURVEYING MICHAEL J. GERBER, PE MINNESOTA LICENSE NO. 56653 TELEPHONE: (320) 762-1290 LOT AREAS: LOT 1, BLOCK ONE 65,550 SQ. FT+/- OR 1.50 ACRES +/- LOT 2, BLOCK ONE 29,751 SQ. FT+/- OR 0.68 ACRES +/- LOT 3, BLOCK ONE 36,474 SQ. FT+/- OR 0.84 ACRES +/- OWNERS: CITY OF LINO LAKES AND JAVA LINO RETAIL 2.0 LLC = DENOTES COUNTY MONUMENT = DENOTES FOUND IRON MONUMENT = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352 PRELIMINARY PLAT 1 of 1 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING 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. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10923008 - LINO LAKES 2.0\CONSTRUCTS\SURVEY\V-PP-10923008.DWG #### 3/31/2025PREPARED FOR: 10923008 JAVA COMPANIES LINO LAKES, MN CWK JDS 45352 Jonathan D. Schuette 03/28/25 Surveyor's Note: 1. The underground utilities shown hereon have been located from field survey information and existing record drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated, although he does certify that they are located as accurately as possible from information available. The contractor is responsible to ensure that any existing utilities (shown or not shown) are not damaged during construction. The surveyor has physically located the underground utilities per Gopher State One Call Ticket No. 240100013, 240100015, 240100016 and 240100017. 2. Subject property has 218,508 square feet (5.01 acres) more or less. 3. The survey does not constitute a title search by Design Tree Engineering and Land Surveying to determine ownership or easements of record. For all information regarding easements, right of way and title of record, Design Tree Engineering and Land Surveying relied upon Title Commitments Numbers XX/XX/XX prepared by Servion Commercial Title with a preparation date of XX/XX/XX. 4. Field survey was completed by Design Tree on 12/21/2023. 1 INCH = 40 FEET DEVELOPER: MARK KROGH 879 SCHEFFER AVE. ST. PAUL, MN 55102 JAVA COMPANIES, LLC ZONING: GB RIM:908.39 INV:889.28 RIM:910.86 INV W:886.83 INV NE:886.83 INV SE:886.78 INV:905.85 RIM:911.08 INV N:906.12 INV SW:906.1515" RCP15" RCP40' EASEMENT PERDOC. NO. 2172916.002OHE OHE UGT UGT FO FO UGE UGE GAS GAS l l X X LEGEND HYDRANT SANITARY MANHOLE STORM MANHOLE GATE VALVE POWER POLE LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB COMMUNICATION PEDESTAL GUY WIRE BOLLARD POWER BOX ELECTRIC METER WELL SANITARY SEWER CLEANOUT WOOD FENCE CHAINLINK FENCE WIRE FENCE STORM SEWER LINE SANITARY SEWER LINE WATERMAIN OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER UNDERGROUND ELECTRIC UNDERGROUND GAS LINE CONCRETE PAVEMENT BITUMINOUS PAVEMENT AGGREGATE SURFACING LANDSCAPING BUILDING PLATTED & EXISTING LOT LINES EXISTING RIGHT OF WAY EASEMENT LINES CENTERLINE BOUNDARY LINE EDGE OF TREE LINE OR WOODS EDGE OF WETLAND APRON GAS METER HAND HOLE CO W WATER CURB STOP ELECTRIC MANHOLE FLAG POLE TRAFFIC SIGNAL BEEHIVE CATCH BASIN 20 FOOT DRAINAGE & UTILITY EASEMENT PER PLAT OF CAROLE'S ESTATES 2ND ADDITION LOT 1 BLOCK ONE LOT 2 LAKE DRIVEZONING: GB ZONING: GB ZONING: GB LAND USE: LOW DENSITY RESIDENTIAL, COMMERCIAL ZONING: NB ZONING: R1 LAND USE: LOW DENSITY RESIDENTIAL ZONING: R1 LAND USE: LOW DENSITY RESIDENTIAL ZONING: PUD LAND USE: PLANNED COMMERCIAL/RESIDENTIAL ZONING: R4 LAND USE: PLANNED COMMERCIAL/RESIDENTIAL NOTE: The proposed land use is consistent with the future land use designation identified in the 2040 comprehensive plan. DRAINAGE & UTILITY EASEMENT PER JAVA LINO LAKES DRAINAGE & UTILITYEASEMENT PER JAVALINO LAKESDR A I N A G E & U T I L I T Y EA S E M E N T P E R J A V A LIN O L A K E S 20. 0 LOT 3 Attachment 2. Java Lino Lakes 2nd Addition Preliminary Plat 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Memorandum To: Katie Larsen, Lino Lakes City Planner From: Diane Hankee PE, Lino Lakes City Engineer Date: May 7, 2025 Re: Java Properties – Lino Lakes Retail 2.0 – 2nd Addition Preliminary Plat Review 028824-000 WSB reviewed the site plans for the Lino Lakes Retail 2.0 site 2nd Addition by Java Properties in Lino Lakes, MN, received April 14, 2025. The site is located at 77th Street west of Lake Drive (CSAH 23). The lot has frontage along Lake Drive (CSAH 23). Comments were made on the following documents: •Lino Lakes 2.0 2nd Addition Civil Plans prepared by Design Tree, dated March 28, 2025, received April 15, 2025. The following review comments should be responded to in writing by the applicant. There are additional redline comments on the planset that should be responded to as well. Not all redline comments are in the review memo. There were not separate site, utility, or grading plans for Chipotle, Pacific Dental or O’Reilly’s (only architectural building drawings) so they utilize the same overall drawings and may have overlapping comments. Design Tree Engineering (DTE) (3/11/2025) responses in red. WSB (4/2/2025) responses and new comments in blue. (1st Addition) Design Tree Engineering (DTE) (4/15/2025) responses in green. WSB (5/7/2025) responses and new comments in purple. (2nd Addition) Engineering •General The Lino Lakes Retail 2.0 2nd Addition project proposes to construct three (3) commercial lots from the existing two (2) commercial lots of Lino Lakes Retail 2.0 1st Addition Block One. This includes the similar associated parking lot, utilities, landscaping, and stormwater management features as the Lino Lakes Retail 2.0 1st Addition specifically for Block One. Comments: 1.Revise all plan sheets with updated City plans for the 2025 Market Place Drive Realignment Project a.Update items that will be constructed and removed as part of the project (DTE 3/11/2025) See revised plans (WSB 4/2/2025) See comments and as-bid plans (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition Attachment 3. City Engineer Memo dated May 7, 2025 Ms. Katie Larsen 05/07/2025 Page 2 Java Properties - Lino Retail 2.0 Engineering Review b.Coordinate the location and elevation of specific items such as utility services to be able to best serve the proposed sites within the scope of the City project. (DTE 3/11/2025) Noted, see revised plans (WSB 4/2/2025) See comments and as-bid plans (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 2. Developer/ Contractor shall coordinate relocation of existing utilities with private utility companies and City a.Relocation scheduling is per private utility companies (DTE 3/11/2025) Noted, this is being coordinated with City/utility companies (WSB 4/2/2025) Complete with construction (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition b.Developer/contractor responsible for coordinating site construction scheduling with private utility companies’ scheduling (DTE 3/11/2025) Noted (WSB 4/2/2025) Complete with construction (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition •Grading A grading and drainage plan was provided for the site including paved areas, curb, and retaining walls. Comments: 1.Watershed district approval for the City project is still pending. Additional stormwater features may be required as a result of the final review. (DTE 3/11/2025) Noted, will coordinate with City for final stormwater design. (WSB 4/2/2025) Watershed permitting for the City project is approved, no further design changes are anticipated for that element of design. 2.Call out all EOFs from site stormwater basins, existing and proposed. (DTE 3/11/2025) EOF locations have been called out on the plans. (WSB 4/2/2025) Complete 3.Tip-in curb and gutter on islands of the parking lot for Building B will result in ponded water, specify tip-out. (DTE 3/11/2025) Locations of tipped-out curb have been added to the plans. (WSB 4/2/2025) Complete 4.Shift the sidewalk on the west side of the driveway south towards the roadway in order to eliminate the retaining wall in the City basin. (DTE 3/11/2025) Sidewalk location has been revised per the comment and the revised plans provided by the City. (WSB 4/2/2025) Complete 5.Retaining walls will require permitting through the City separate from the building permit. (DTE 3/11/2025) Retaining walls have been eliminated (WSB 4/2/2025) Complete Ms. Katie Larsen 05/07/2025 Page 3 Java Properties - Lino Retail 2.0 Engineering Review 6.Provide Emergency Overflow (EOF) elevations for all low points in the parking or green space areas. (DTE 3/11/2025) EOF locations have been called out on the plans (WSB 4/2/2025) Complete 7.(WSB 4/2/2025) Check with Anoka County to see whether connecting to the existing storm sewer on Lake Drive without crossing Market Place Drive is possible from infiltration basin IB-1 (assumed INV 906.09) (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 8.(WSB 4/2/2025) The spot elevations of the proposed entrances behind the curbline differ from the spot elevations on the City plans. Coordinate what elevations will be necessary beyond the sidewalk and apron. (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition •Stormwater Management Stormwater management for the Lino Retail 2.0 site consists of infiltration basins for the southern and northern lots. Additionally, some stormwater infrastructure is proposed for the City realignment of Marketplace Drive. Existing and proposed discharge rates are summarized below. Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year 10-Day Snowmelt Existing 2.37 5.53 14.27 Needed if basins landlocked Currently Proposed 1.65 4.77 10.86 Needed if basins landlocked Comments: 1.An approximate City storm sewer alignment is marked up on the plans showing the pipe intended to provide an outflow for the site rather than emergency overflows. The northern infiltration basin shall outlet into the pipe. (DTE 3/11/2025) The plans have been revised with the updated City storm sewer design (WSB 4/2/2025) Complete 2.Remove the City infiltration basin between the roadway and parking lot, the basin west of the driveway access will provide sufficient storage for runoff. (DTE 3/11/2025) This basin has been removed (WSB 4/2/2025) Complete 3.Provide an equalization pipe or channel between the existing City stormwater basin and proposed infiltration basin at the 100-yr HWL (906.3). (DTE 3/11/2025) The plans have been revised to eliminate interaction between the City and Development’s stormwater infrastructure. Ms. Katie Larsen 05/07/2025 Page 4 Java Properties - Lino Retail 2.0 Engineering Review (WSB 4/2/2025) Complete 4.Pipe storage for infiltration is not allowed for water quality volume or rate control. Nonperforated pipes must be used for storm sewer conveyance. (DTE 3/11/2025) The perforated pipes were initially considered to meet the Department of Labor and Industries requirement to not surcharge storm sewer. The storm sewer has been revised to eliminate this conflict and has been revised to be nonperforated. (WSB 4/2/2025) Complete 5.An outlet control structure will be needed for the southern infiltration basin based on proposed RCWD rule changes due to go into effect by the end of 2024. a.At the very least, permanent stabilization is needed along the overflow path to reduce the likelihood of large-scale erosion in major storm events. (DTE 3/11/2025) Outlet control structures have been added to both infiltration basins and a storm sewer connection has been added to the south basin (WSB 4/2/2025) Complete 6.Soil borings indicate significant amounts of SM soils, meaning design infiltration rates should be 0.45 in/hr consistent with RCWD and MPCA standards. (DTE 3/11/2025) The design infiltration rate has been revised to be 0.45 in/hr. (WSB 4/2/2025) Complete 7.In-situ infiltration rate testing will be needed during or after construction to confirm designed rates are achievable. a.Testing before construction can be used to demonstrate infiltration rates above the 0.45 in/hr standard. (DTE 3/11/2025) The design infiltration rate has been revised to be 0.45 in/hr (WSB 4/2/2025) Complete 8.Both infiltration basins must be able to demonstrate they meet 48-hour drawdown requirements. (DTE 3/11/2025) Outlets have been added to both basins to provide maximum depth below outlet of 1.8’ which correlates to a 48-hour drawdown time (WSB 4/2/2025) Complete 9. The lowest-floor elevation of all buildings must be specified to ensure compliance with infiltration basin freeboard requirements (basin bottom must be at or below lowest-floor elevation). a.This is especially relevant for the potential oil change pit in the Valvoline building. (DTE 3/11/2025) The FFE of each building has been added to the plans. The basement elevation of the Valvoline building has also been added to the plans. (WSB 4/2/2025) Complete 10.Show roof drain routing. Tie into storm sewer at or upstream of a sumped structure to provide pretreatment of roof runoff. (DTE 3/11/2025) The locations of the roof drains will be finalized once tenants have been finalized. (WSB 4/2/2025) Noted, though the locations must still comply with the original comment. Ms. Katie Larsen 05/07/2025 Page 5 Java Properties - Lino Retail 2.0 Engineering Review (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 11.The Marketplace Drive roadway and existing stormwater basin, including offsite tributary drainage, must be included in the HydroCAD model to understand all flows throughout the site. (DTE 3/11/2025) The Marketplace Drive roadway and existing stormwater basin have not been included in the HydroCAD model as there is no interaction between the City and Development’s stormwater infrastructure. (WSB 4/2/2025) Complete 12.HydroCAD runoff should be set to “Calculate separate pervious/impervious runoff (SBUH weighting)” for most accurate runoff results. (DTE 3/11/2025) The HydroCAD model has been updated per the comment. (WSB 4/2/2025) Complete 13. Proposed impervious should be entered as paved parking and roof as there is a mix of both. (DTE 3/11/2025) The HydroCAD model has been updated per the comment. (WSB 4/2/2025) Complete 14.Existing and proposed models should route to a Link node to calculate total offsite flows. (DTE 3/11/2025) The HydroCAD model has been updated to include one discharge node for both existing and proposed conditions (WSB 4/2/2025) Complete 15.Confirm drainage area delineations match site grading, some areas on the perimeter of the sites do not appear possible to route to proposed stormwater basins as indicated in HydroCAD. (DTE 3/11/2025) The drainage areas have been updated per the comment. (WSB 4/2/2025) The existing modeled drainage area of 4.551 acres exceeds the proposed modeled drainage area of 4.071 acres. These areas must match for proper confirmation of rate control. (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 16.For modeling of outflow rates and HWLs, exfiltration is not allowed in HydroCAD to conservatively design assuming basin infiltration capacity is lost in the future. (DTE 3/11/2025) Infiltration has been removed from the HydroCAD model per the comment (WSB 4/2/2025) Complete 17.(WSB 4/2/2025) It is recommended to consolidate the parking space curb cuts going into IB-1. (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 18.(WSB 4/2/2025) The IB-1 storage curve in the HydroCAD modeling is incorrect for the 906 contour. (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition Ms. Katie Larsen 05/07/2025 Page 6 Java Properties - Lino Retail 2.0 Engineering Review 19.(WSB 4/2/2025) Some kind of trash screening is needed on the IB-1 outlet opening to reduce the potential for clogging of the 5” orifice. (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 20.(WSB 4/2/2025) The EOF for IB-2 must include riprap stabilization. (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 21.(WSB 4/2/2025) Provide the vertical separation of the storm sewer crossing the watermain in Marketplace Dr. a.Maintain minimum 18” separation with watermain b.Insulation is needed for when vertical separation is less than 36” with watermain (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition •Water Supply Existing and proposed water services are provided for the 3 commercial lots through existing and proposed City infrastructure on Lake Drive (CSAH 23) and the future Market Place Drive. Comments: 1.Coordinate with the City 2025 Market Place Drive Realignment Project for providing the appropriately sized stubs at the appropriate locations (DTE 3/11/2025) The latest design file provided by the City has been included in the plans. (WSB 4/2/2025) See comments and as-bid plans (WSB 5/7/2025) City to provide two sets of utility stubs (6” PVC C900 water and 4” PVC sanitary sewer with gate valves roughly at the easement line) 2.Verify that the proposed 6” water stubs are sufficient for the building’s combined domestic and fire suppression needs. (DTE 3/11/2025) Noted (WSB 4/2/2025) Complete 3.We recommend that the City Deputy Director of Public Safety-Fire Division review the proposed plan for water supply and hydrant coverage. (DTE 3/11/2025) Noted (WSB 4/2/2025) Current version to be reviewed (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 4. Show removing all watermain up to the gate valve and the hydrant assembly along the current 77th Street (DTE 3/11/2025) The plans have been revised to include removal of the watermain and hydrant by the City as that is shown in the Marketplace Dr plans. (WSB 4/2/2025) City will remove the hydrant assembly but the watermain shall be removed up to but NOT including the existing gate valve. Plug gate valve for redundancy (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 5.Building A will utilize the existing 6” water service stub instead of installing a new service tee on the main a.Lower water service and insulate below the existing basin Ms. Katie Larsen 05/07/2025 Page 7 Java Properties - Lino Retail 2.0 Engineering Review (DTE 3/11/2025) The utility plan has been revised per the comment (WSB 4/2/2025) Show existing service (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 6.Remove/abandon/seal all existing wells per Minnesota Department of Health requirements. (DTE 3/11/2025) Notes have been added to the Removal Plans stating the information from the comment. (WSB 4/2/2025) Complete 7.(WSB 4/2/2025) Provide 6” gate valve when connecting to the western water service south of Marketplace Drive a.Provide temporary hydrant or air release bleed pipe on southern end 8.(WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition •Sanitary Sewer Existing and proposed sanitary sewer services are provided for the 3 commercial lots through existing and proposed City infrastructure on Lake Drive (CSAH 23) and the future Market Place Drive. Comments: 1.Coordinate with the City 2025 Market Place Drive Realignment Project for providing the appropriately sized stubs at the appropriate locations (DTE 3/11/2025) The latest design file provided by the City has been included in the plans. (WSB 4/2/2025) See comments and as-bid plans (WSB 5/7/2025) City to provide two sets of utility stubs (6” PVC C900 water and 4” PVC sanitary sewer with gate valves roughly at the easement line) 2.Building A will utilize the existing 6” sanitary sewer service stub instead of installing a new service wye a.Cut back on the existing riser as necessary to lower the sanitary sewer service and maintain minimum cover below the existing basin (DTE 3/11/2025) The utility plan has been revised per the comment. (WSB 4/2/2025) Show existing service (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 3.Remove/abandon all existing septic systems per Minnesota Pollution Control Agency and County requirements. (DTE 3/11/2025) Notes have been added to the Removal Plans stating the information provided in the comment. (WSB 4/2/2025) Complete •Transportation In the 2025 construction season the City will realign 77th St to the Market Place Dr / CSAH 23 (Lake Dr) signalized intersection. When the Market Place Dr signal was installed the median at 77th St was also installed. The intent was that 77th would realign Ms. Katie Larsen 05/07/2025 Page 8 Java Properties - Lino Retail 2.0 Engineering Review in the future to provide that access again at Market Place Dr. This has been a long standing plan of the City in coordination with Anoka County. Anoka County completed an corridor study of Lake Drive in 2020, from Hodgson Rd to Pine St. This study evaluated access and mobility. As improvements are completed on Lake Dr in the future the mobility will improve throughout the corridor. This study can be found on Anoka County’s website. The Lino Retail 2.0 project site proposes one access to the north and one access to the south of the realigned Market Place Drive. There will be stubs to the north and south to extend the drive aisles further in the future. Reference the easement section here within and planner’s report for access easement information. As required by Ordinance the applicant submitted a Traffic Impact Study. The proposed development is expected to generate approximately 214 AM peak hour, 212 PM peak hour, and 2,680 daily trips. 95% of the daily trips will go directly from the site to Market Place Dr and eastbound to Lake Dr. Traffic from the proposed development on adjacent local roadways is considered minimal. Marilyn Dr existing volumes are 170 daily trips and with the Market Place realignment 270 trips per day are estimated, with the proposed development 370 daily trips. 77th St existing volumes are 175 daily trips and with the Market Place realignment 250 trips per day are estimated, with the proposed development 280 daily trips. These volumes are well under capacity for the local roadways. The study also analyzed capacity of the following intersections: •CSAH 23 (Lake Dr) & Market Place Dr •CSAH 23 (Lake Dr) & 77th St W •77th St W & Marilyn Dr To evaluate the intersection of CSAH 23 (Lake Dr) & Market Place Dr the intersection of CSAH 23 (Lake Dr) & 79th St was included in the study. The build condition capacity analysis has an overall LOS A during AM and PM peak hours thus meeting ordinance. There are no delay or queuing issues identified. Sidewalk will be installed by the City along Market Place Dr from Lake Dr to 77th St/ Marilyn Dr. There is also sidewalk along Lake Dr in the development area. There are pedestrian crossings at the intersection of CSAH 23 (Lake Dr) & Market Place Dr. The City has a future tail planned along Lake Dr from Apollo Drive to Main Street. Comments: 1. The proposed site access’ north and south should be stop conditions. (DTE 3/11/2025) Stop signs have been added to the entrances per the comment. (WSB 4/2/2025) Complete 2.We recommend that the City Deputy Director of Public Safety-Fire Division review the proposed plan for emergency access. (DTE 3/11/2025) Noted (WSB 4/2/2025) Current version to be reviewed (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition Ms. Katie Larsen 05/07/2025 Page 9 Java Properties - Lino Retail 2.0 Engineering Review 3.Provide turning movements for all proposed emergency, garbage, and delivery/semi- truck vehicles. (DTE 3/11/2025) Turning exhibits have been provided as a separate submittal. (WSB 4/2/2025) Current version to be reviewed (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition •Wetlands and Mitigation Plan There are no delineated wetlands shown on the existing survey for the site. •Landscaping Landscaping plans were provided as part of the submittal. The City’s Environmental Coordinator to review landscaping and provide in-depth comments. •Floodplain No floodplain impacts are proposed on site. •Drainage and Utility Easements Drainage and utility easements are required for utilities outside the road right of way and stormwater systems. Comments: 1.All stormwater facilities will need to be contained in D&U easements up to the 100-yr HWL. 2.(DTE 3/11/2025) Noted, these easements will be included in the final plat submittal 3.(WSB 4/2/2025) Complete 4.D&U easement is needed over the proposed City storm sewer running to the north end of the site. (DTE 3/11/2025) Noted, these easements will be included in the final plat submittal (WSB 4/2/2025) Complete 5.Dedicate additional 20' drainage and utility easement for existing sanitary sewer (20'+ deep) along the west side of Lake Drive/CSAH 23. (DTE 3/11/2025) Noted, these easements will be included in the final plat submittal. (WSB 4/2/2025)– Submit with Final Plat (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 6.Provide an access easement over the rear drive lane from the Market Place Drive Right of Way to the development line (adjacent with the Legion property) (DTE 3/11/2025) Noted, these easements will be included in the final plat submittal (WSB 4/2/2025) – Submit with Final Plat (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 7.(WSB 4/2/2025) For Lot 1 Block 2 Ms. Katie Larsen 05/07/2025 Page 10 Java Properties - Lino Retail 2.0 Engineering Review a.Provide minimum standard 5’ easement to the south side b.Reduce to standard 10’ easement adjacent to County Road 23/Lake Drive c.Provide minimum standard 10’ easement adjacent to Market Place Drive (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition 8.(WSB 4/2/2025) For Lot 2 Block 1 a.Provide additional 10’ (20’ to 30’) adjacent to County Road 23/Lake Drive (WSB 5/7/2025) Complete 9.(WSB 4/2/2025) For Block 1 a.Change additional rear 65’ drainage and utility easement to additional 45’ access easement (should not overlap existing easements) adjacent to existing 20’ rear drainage and utility easement (WSB 5/7/2025) Comments remain from Lino Lakes 2.0 1st Addition •Development Agreement A Development Agreement will be required. •Grading Agreement Grading agreement not required at this time. •Stormwater Maintenance Agreement Private stormwater facilities will be maintained through a Declaration for Maintenance of Stormwater Facilities. Both the Rice Creek Watershed District (RCWD) and the City of Lino Lakes shall be parties to the Declaration. City Engineer to provide template. •Permits Required 1.NPDES General Construction Permit (DTE 3/11/2025) Noted, the contractor shall obtain the permit prior to construction. (WSB 4/2/2025) Complete – To be addressed prior to construction 2.City of Lino Lakes Zoning Permit for construction (DTE 3/11/2025) Noted, in progress (WSB 4/2/2025) Complete – To be addressed prior to construction 3.Rice Creek Watershed Permit (DTE 3/11/2025) A RCWD permit shall be applied concurrently with the city submittal. (WSB 4/2/2025) Complete – To be addressed prior to construction 4. Anoka County Right-of-Way Permit if grading work extends into their right of way. (DTE 3/11/2025) Noted, the contractor shall obtain the permit prior to construction. (WSB 4/2/2025) Complete – To be addressed prior to construction Ms. Katie Larsen 05/07/2025 Page 11 Java Properties - Lino Retail 2.0 Engineering Review 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. To: Katie Larsen, City Planner From: Tom Hoffman, Environmental Coordinator Date: April 30, 2025 Re: Environmental Comments – Java Lino Lakes 2nd Addition Preliminary Plat The Environmental board reviewed the proposed plans at their April 30th, 2025 meeting and recommended the following comments: 1.Remove plantings from IB-2 basins EOF route, planting should not encroach on maintenance access 2.The northern most American Larch planted on sheet L102 should be moved away from the pipe and flare of the storm sewer outlet. 3.A six (6) foot high maintenance free privacy fence shall be located along the west lot lines of all three (3) lots. a.Detail shows Cedar fencing, update for maintenance free. 4.Screening of 30” is required adjacent from the drive through lane on block 1 lot 3 along Lake Drive. Provide screening along the backside of the drive through to screen headlights from shining into Lake Dr. 5.Provide additional plantings/screening along Lake Drive to enhance the site and reduce hard cover and turf. 6.Connect Proposed side walk from Market Place Drive into the development at block 1 lot 3 to provide pedestrian facilities into the site. a.Currently sidewalk would lead pedestrians to the private entrance, and they would need to walk along the road and through the parking lot. Environmental Memo Attachment 4. Environmental Coordinator Memo dated May 5, 2025 1 PLANNING & ZONING BOARD AGENDA ITEM 6C STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: May 14, 2025 TOPIC: PUBLIC HEARING for Clearwater Commons Preliminary Plat CASE NUMBER: PP2025-001 APPLICANT: Capital Real Estate, Inc. Attn: Allison Morgan 7650 Edinborough Way, Suite 200 Edina, MN 55435 OWNER: ALINO, LLC 3435 Labore Road Vadnais Heights, MN 55110 INTRODUCTION The applicant, Capital Real Estate, Inc., submitted a land use application for Clearwater Commons preliminary plat and vacation. The preliminary plat is for three (3) commercial lots north of CSAH 14 (Main Street), west of I-35E, east of 21st Avenue North and south of the park and ride. A stand along Chipotle Restaurant is proposed on Lot 1. Tentative Review Schedule: Complete Application Date: April 8, 2025 60-Day Deadline: June 7, 2025 Environmental Board Meeting: April 30, 2025 Park Board Meeting: N/A Planning & Zoning Board Meeting: May 14, 2025 City Council Work Session: June 2, 2025 City Council Meeting: June 9, 2025 BACKGROUND The Land Use Application is for the following: 2 • Preliminary Plat (Clearwater Commons) o 3 commercial lots • Vacation-Permanent Utility and Drainage Easement This staff report is based on the following information: • Certificate of Survey prepared by Bogart, Pederson & Associates, Inc. dated January 10, 2025 • Resource Inventory prepared by Bogart, Pederson & Associates, Inc. dated January 10, 2025 • Preliminary Plat prepared by Bogart, Pederson & Associates, Inc. dated February 24, 2025 • Civil Plan Set prepared by Bogart, Pederson & Associates, Inc. dated March 7, 2025 • Stormwater Management Report prepared by Bogart, Pederson & Associates, Inc. dated March 7, 2025 • Project Narrative dated March 3, 2025 • Easement Exhibits prepared by Bogart, Pederson & Associates, Inc. dated February 24, 2025 • Traffic Study prepared by SSTS LLC dated April 2, 2025 ANALYSIS Existing Site Conditions The 14 acre site is one existing lot legally described as Outlot A, Alino Addition. Per the December 19, 2024 Preliminary Report of Geotechnical Exploration prepared by American Engineering Testing, the site is an existing agricultural property with fairly flat terrain towards the center and higher banks on the northwest and southeast corners. Elevations at the soil borings ranged from 911 feet to 904 feet. Wetlands exist on site. Zoning and Land Use The site is zoned GB, General Business and is guided commercial per the City’s 2040 Comprehensive Plan. A restaurant is a permitted use. Current Zoning GB, General Business Existing Land Use Vacant Commercial Future Land Use per 2040 Comp Plan Commercial Utility Staging Area 1A=2018-2025 3 Surrounding Zoning and Land Use Direction Zoning Existing Land Use Future Land Use North PUD, Planned Unit Development Residential (Watermark) Low Density Mixed Residential South GB, General Business Commercial Commercial East GB, General Business Vacant Commercial Commercial West City of Centerville City of Centerville City of Centerville Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the comprehensive plan for commercial development and zoning code requirements for GB, General Business lot size and lot width. Lot Size Lot Width GB Requirements 20,000 sf 100 ft Lot 1 44,006 sf 197.77 ft Lot 2 27,588 sf 117.22 ft Lot 3 27,820 sf 120.08 ft Blocks and Lots The proposed preliminary plat contains the following areas: Parcel Acres Purpose Lot 1, Block 1 1.01 acres Chipotle Restaurant Lot 2, Block 1 0.63 acres Future Retail Lot 3, Block 1 0.64 acres Future Auto Service Outlot A 11.88 acres Future development TOTAL 14.16 acres All additional road right-of-way along 21st Avenue North was dedicated on the Alino Addition final plat. 4 Sheet C1, Total Site Plan shows potential future development of the site. This is not a final plan. Future development of the outlots will require preliminary plat and final plat. Streets and Alleys CSAH 14 (Main Street) is an A-Minor Arterial Connector county road. No additional access points or driveways are allowed along this section of Main Street. 21st Avenue North is a minor collector City road. Per Document #2075334.005, Declaration of Access Control, full access to the 14 acre site exists 600 feet north of Main Street from a private driveway, just south of the park and ride. The proposed access 300ft north of Main Street will be restricted to right in/right out. There are no public streets being constructed within the development. The internal system will be private driveways. A shared driveway and maintenance agreement will be required for all private driveways and joint off-street parking areas. Easements Standard drainage and utility easements at least 10 feet wide have been provided along the lot lines. Public Land Dedication The City will collect cash fee in lieu of land dedication for commercial development at the time of final plat. Clearwater Commons 2.28 acres x $2,600 per acre = $5,928 Site and Building Plan Review A separate land use application for Site and Building Plan Review for the proposed Chipotle Restaurant has been submitted. A restaurant is a permitted use in the GB, General Business district; therefore, site and building plans will be reviewed administratively by staff. Grading Plan and Stormwater Management Per the City Engineer Memo-Chipotle (Clearwater Commons) dated May 7, 2025: 5 Stormwater management for the Chipotle site consists of constructing an underground BMP on the east side of the site and leveraging an existing stormwater basin in the southwest corner of the site. Pre- and Post- Development Discharge Rates (cfs) Condition 2-Year 10-Year 100-Year 10-Day Snowmelt Existing 9.37 14.37 21.04 Not required Proposed 8.23 10.24 20.89 Not required Additional comments/revisions are noted in the attached City Engineer memo. Public Utilities The site will be municipally served by an 8” sanitary sewer main and 8” watermain along 21st Avenue North. Tree Preservation, Mitigation Standards and Landscaping Per the April 30, 2025 Environmental Board staff report, a resource inventory was completed for the project showing 10 trees proposed for impacts. 9 of the trees are poplar and 1 willow that would be considered significant trees. A survey of all significant trees onsite will be required along with noting where the proposed removals are within the site. Determinations should be made for the basic use area and any ESA’s within the site. Final tree mitigation will be completed with each specific site. Canopy cover, foundation landscaping, and screening requirements will be reviewed separately for each commercial development. Signage A separate Sign Permit Application with detailed sign information is required for any permanent or temporary signage. Impervious Surface Coverage Impervious surface coverage will be reviewed during site and building plan review for each lot. Traffic Study A Traffic Study was prepared by SSTS, LLC dated April 2, 2025. The study analyzed the following intersections: 6 • Main St (CSAH 14) & 21st Avenue North • 21st Avenue North and Bank Driveway • 21st Avenue North and Michaud Way Trip Generation The Proposed Project is estimated to generate the following new trips (not including pass-by trips) on the roadway network: • 107 trips (58 entering and 49 exiting) during the morning traffic peak hour • 90 trips (45 entering and 45 exiting) during the evening traffic peak hour • 1,496 daily trips Level of Service Level of Service (LOS) is used to describe the operating conditions and driver delay (measured in seconds) of an intersection. Operations are given letter designations from “A” (best operating conditions) to “F” (worst conditions). City Code Section 1007.020, Site Plan Review and Section 1001.013(2)(c), Premature Subdivision establishes minimum Level Of Service (LOS) requirements. The ordinance states that if the LOS is A or B, the proposed subdivision shall not the degrade the LOS more than one grade. If the LOS is C or D, it shall not degrade the LOS. Intersections with a LOS of E or F must be improved to ensure a LOS of D or better. 2025 Existing LOS (AM/PM) 2027 Build LOS (AM/PM) Main St (CSAH 14) & 21st Avenue North A/B B/B 7 21st Avenue North and Bank Driveway A/A A/A 21st Avenue North and Michaud Way A/A A/A The proposed Level of Service does not degrade by more than one (1) LOS; therefore, the traffic generated by the proposed development is within the capabilities of the City. EQB Environmental Review The site is within the 2005 I-35E Corridor AUAR environmental review boundary. The AUAR was updated in May 2020. The AUAR identifies this site as commercial in the land use scenarios. The proposed 3 lot commercial preliminary plat is consistent with commercial development. No further environmental assessment is required. Wetlands The preliminary plat includes three (3) wetlands totaling 2.63 acres. These wetlands are not within the Wetland Management Corridor (WMC). There will be 28,356 sf of impacts to Wetland 3. These impacts will be mitigated via purchase of wetland banking credits. The applicant will work with RCWD for Wetland Conservation Act regulations. Shoreland District The preliminary plat is not located in the Shoreland District. Floodplain There is no FEMA floodplain on site. Additional City and Government Agency Review Comments Anoka County Highway Department Anoka County Highway Department comments are in the attached memo. Public Safety Comments The Lino Lakes Police and Fire Divisions reviewed the development and did not have any comments. Environmental Board 8 The Environmental Board reviewed the project at their April 30, 2025 meeting and made recommendation with conditions as noted in the attached memo. Agreements 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 Development Agreement and Final Plat The applicant shall submit a Land Use Application for final plat after preliminary plat approval. A Development Agreement will then be prepared by the City as part of the final plat application. Site Improvement Performance Agreement Site Improvement Performance Agreements will be required for construction of the commercial buildings. Comprehensive Plan The Clearwater Commons preliminary plat is consistent with the goals and policies of the comprehensive plan regarding land use, housing, economic development, transportation, local water management plan, sanitary sewer, water supply and parks, greenway and trails. Land Use Plan The Comprehensive Plan guides this property for commercial use. The preliminary plat is consistent with commercial land use. Housing Plan The goals and policies of the Housing Plan are not negatively impacted by the three (3) lot commercial preliminary plat. Economic Development The three (3) lot commercial preliminary plat supports the City’s economic development plan. Transportation Plan 9 Goals of the Transportation Plan are to ensure that street and roads are as safe as possible and to reduce unnecessary traffic. CSAH 14 (Main Street) is an A-Minor Arterial Connector county road. 21st Avenue North is a minor collector City road. The exiting road system can accommodate the traffic generated by the three (3) lot commercial preliminary plat. Local Water Management Plan The purpose of the water management program is to protect, preserve, and use natural surface and groundwater storage and retention systems and prevent erosion of soil into surface water systems. The commercial development will construct stormwater management BMP’s such as curb, gutter, and stormwater ponds. Sanitary Sewer Plan The goal of the sanitary sewer plan is to maintain the city’s residents and businesses with an affordable and safe sanitary sewer system. The three (3) lot commercial preliminary plat will be served by an affordable and safe sanitary sewer system. Water Supply Plan A goal of the water supply plan is to provide residents and businesses with affordable potable water that is safe and of high quality for daily consumption and fire demand. The three (3) lot commercial preliminary plat will be served with a safe and high quality water supply. Parks, Greenways and Trails A goal and policy of the parks, greenways and trails plan is to continue to development and fund recreational activities in the City. The City will require cash in lieu of land dedication for the three (3) new commercial lots. Findings of Fact Preliminary Plat-Clearwater Commons 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; 10 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. Clearwater Commons preliminary plat is consistent with the goals and policies of the comprehensive plan. (b) Consistency with infill policies. A proposed urban subdivision shall meet the city's infill policies: 1. The urban subdivision must be located within the Metropolitan Urban Service Area (MUSA) or the staged growth area as established by the city's Comprehensive Plan; 2. The cost of utilities and street extensions must be covered by one or more of the following: a. An immediate assessment to the proposed subdivision; b. One hundred percent of the street and utility costs are privately financed by the developer; c. The cost of regional and/or oversized trunk utility lines can be financed with available city trunk funds; and d. The cost and timing of the expenditure of city funds are consistent with the city's capital improvement plan. 3. The cost, operation and maintenance of the utility system are consistent with the normal costs as projected by the water and sewer rate study; and 4. The developer payments will offset additional costs of utility installation or future operation and maintenance. Clearwater Commons preliminary plat is consistent with infill policies. The development is within the current Utility Staging Area 1A (2018-2025). The cost and timing of the expenditure of city funds are consistent with the city’s capital improvement plan. The cost, operation and maintenance of the utility system are consistent with the normal costs projected by the water and sanitary rate study. No future utility costs are proposed. (c) Roads or highways to serve the subdivision. A proposed subdivision shall meet the following requirements for level of service (LOS), as defined by the Highway Capacity Manual: 1. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade; 2. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C; 3. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D; 11 4. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better; 5. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies; 6. The traffic generated from a proposed subdivision shall not require city street improvements that are inconsistent with the Lino Lakes capital improvement plan. However, the city may, at its discretion, consider developer-financed improvements to correct any street deficiencies; 7. The LOS requirements in divisions (2)(c)1. to 4. above do not apply to the I-35W/Lake Drive or I-35E/Main St. interchanges. At city discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Department of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties that contribute to traffic at the interchange; and 8. The city does not relinquish any rights of local determination. Clearwater Commons preliminary plat meets the requirements for level of service (LOS). The proposed Level of Service does not degrade by more than one (1) LOS; therefore, the development is not considered premature. Existing roads and intersections providing access to the subdivision have the structural capacity to accommodate projected traffic from the proposed subdivision. No street improvements are proposed that are inconsistent with the City’s capital improvement plan. The city does not relinquish any rights of local determination. (d) Water supply. A proposed subdivision shall be deemed to have an adequate water supply when: 1. The city water system has adequate wells, storage or pipe capacity to serve the subdivision; 2. The water utility extension is consistent with the Lino Lakes water plan and offers the opportunity for water main looping to serve the urban subdivision; 3. The extension of water mains will provide adequate water pressure for personal use and fire protection; and 4. The rural subdivision can demonstrate that each of the proposed lots can be provided with a potable water supply. Clearwater Commons preliminary plat will have an adequate water supply. (e) Waste disposal systems. A proposed subdivision shall be served with adequate waste disposal systems when: 12 1. The urban sewered subdivision is located inside the city's MUSA or is consistent with the MUSA allocation criteria; 2. The city has sufficient MUSA and pipe capacity to serve the subdivision if developed to its maximum density; 3. The subdivision will result in a sewer extension consistent with Lino Lakes sewer plan and capital improvement plan; 4. A rural subdivision can demonstrate that each lot can be served by an adequate sanitary sewer disposal system; and 5. A rural subdivision with a proposed communal sanitary sewer or water system has an effective long range management and maintenance program with proper financing. Clearwater Commons preliminary plat will be served with an adequate waste disposal system. Vacation- Permanent Utility and Drainage Easement A Permanent Utility and Drainage Easement per Doc. No. 2084186.005 exists in the southwest corner of the site. A portion of the easement will be vacated to accommodate development. The City Council will hold the public hearing which is tentatively scheduled for June 9, 2025. RECOMMENDATION Staff recommends approval of the Clearwater Commons preliminary plat subject to the following conditions: 1. A shared access, parking, and maintenance agreement and exhibit shall be recorded. The following comments shall be addressed in conjunction with the Clearwater Commons final plat land use application submittal: 1. All comments from the City Engineer memo dated May 7, 2025. 2. All comments from the Environmental Coordinator memo dated May 5, 2025. 3. All comments from Anoka County Transportation Division letter dated April 30, 2025. 4. All comments from City of Centerville letter dated May 6, 2025. 5. Clearwater Commons Preliminary Plat: a. Include standard drainage and utility detail 6. Preliminary Plan, Title Page: a. Rename Clearwater Commons Preliminary Plans 7. Sheet C3, South Site Plan: a. Right in/right out access to south driveway shall be clearly shown. b. A minimum of five (5) feet is required between the trash enclosure/parking lot and back of curb. 13 ATTACHMENTS 1. Site Location & Aerial Map 2. Applicant Narrative 3. Clearwater Commons Preliminary Plat 4. Total Site Plan 5. City Engineer Memo dated May 7, 2025 6. Environmental Coordinator Memo dated May 5, 2025 7. Anoka County Highway Department Letter dated April 30, 2025 8. City of Centerville Letter dated May 6, 2025 Private Dr WillowCir Balsa m W a y Pr iva te Dr W illo w C i r Ad a D r Cass D r DoraDr21st AveN21st Ave N21st AveSM ic ha u d Way 14 Legend Address Labels Parcels May 7, 2025 ± Map Powered By Datafi 1 in = 300 Ft Site Location & Aerial Map-Clearwater CommonsAttachment 1. Site Location/Aerial Map Land Use Application Clearwater Commons Applicant: Capital Real Estate Inc. Date Submitted: March 3, 2025 1 Project Narrative Capital Real Estate Inc. is pleased to submit plans for a new commercial retail development at the northeast corner of Main Street and 21st Avenue North. We are proposing to subdivide the existing Outlot A, Alino Addition to create a 2.28 acre development abutting Main Street, further subdivided into three parcels. The proposed occupants of the lots include Chipotle, Valvoline and a third, to-be-determined use. With this application, we are applying for the following entitlements: •Preliminary Plat (5 to 40 acres); •Vacation of existing Utility and Drainage easements (to be replaced with a reconfigured easement area); •[Final plat to follow by separate application]. The intent of the Project is to provide and construct a commercial development with associated infrastructure that includes grading for a drive aisle connection to 21st Avenue north to serve three (3) retail buildings and associated site improvements, including parking lot areas, stormwater improvements and landscaping (the “Project”). At the same time, the applicant is proposing to construct an interior private drive to connect the Project to the existing drive aisle to the north, which runs along the south boundary of the existing park-n-ride facility and out to 21st Avenue North. Construction is expected to begin in Summer 2025 following watershed district approvals, preliminary and final plat approval and Site Plan Approval from the City of Lino Lakes. Per the checklist for Preliminary Plat requirements: Item 104. This application should not be deemed a premature subdivision pursuant to section 1001.013. The proposed development is (a) consistent with the Comprehensive Plan, (b) consistent with infill policies, (c) roads or highways are available to serve the subdivision [applicable findings of traffic report forthcoming], (d) water supply is adequate and (e) waste disposal system is adequate. Item 110. No conservation easements or establishment of homeowners association are proposed. Buyer and Seller are currently negotiating exclusive use covenants for the benefit of the proposed restaurants and retailers provided but no document is currently available. This will be a private document, recorded by separate instrument at same time as plat filing. A final version can be made available for city review as a part of the Final plat application. No common open spaces are proposed. Item 111. A proposed private variable width access and utility easement is shown on the Preliminary Plat covering the east / west drive aisle that straddles the northerly property line of Attachment 2. Applicant Narrative Land Use Application Clearwater Commons Applicant: Capital Real Estate Inc. Date Submitted: March 3, 2025 2 the proposed development and the southerly boundary of the remaining property to the north. A Reciprocal Easement Agreement will be entered into between Buyer and Seller appointing one party the maintaining owner of any common improvements within the easement area. A proposed private 50’ access and utility easement is shown on the preliminary Plat covering the north/south drive aisle connecting the proposed development to the existing private drive to the north. A Reciprocal Easement Agreement will be entered into between Buyer and Seller appointing one party the maintaining owner of any common improvements within the easement area. From these easement areas, private utilities, drainage and roads can be extended in the future to serve adjacent property. Stormwater / Wetlands / Rice Creek Watershed District (RCWD) Application has been made to RCWD for both Wetland Mitigation approval and a Stormwater Permit and is currently under review. • The proposed fill of existing wetlands along 21st Avenue North is proposed to be offset by the purchase of wetland mitigation credits. • The southwest corner of the proposed development is currently a stormwater pond that receives runoff from 21st Avenue North and the other stormwater ponds on the east side of 21st Avenue North. The pond then outflows to the southwest to connect to City storm sewer. This pond is currently subject to a rectangular Drainage and Utility Easement. We are proposing to reconfigure the pond area, including construction of a retaining wall (approximately 4.5’ tall at its highest point) to reduce the size but maintain the same volume within the pond. A portion of the Drainage and Utility Easement is to be vacated. • Other stormwater requirements for the new development are proposed to be satisfied by a shared, underground stormwater facility that discharges into the reconfigured pond in the southwest corner of the development. ∆ ∆Anoka County, MNVICINITY MAPSec. 24, Twp. 31, Rng. 22Site35E24OUTLOT ADuLot 1Lot 2Lot 3Block 1ΔΔΔΔΔGcNeANoAWbDuDuWbWbAttachment 3. Clearwater Commons Preliminary Plat ∆Outlot AAnoka County, MNVICINITY MAPSec. 24, Twp. 31, Rng. 22ΔDuGcNeANoAWbDuSite35E24 ∆Lot 1Lot 2Lot 3Outlot AΔΔ∆ΔBlo c k 1ΔDuWbWbAnoka County, MNVICINITY MAPSec. 24, Twp. 31, Rng. 22Site35E24Du ∆Lot 1Lot 2Lot 3Outlot AΔ∆Blo c k 1ΔΔ ΔΔAnoka County, MNVICINITY MAPSec. 24, Twp. 31, Rng. 22Site35E24Du GM SBLSBLSBLSBLSBLSBLSBLSBLSBLCHIPOTLE2,325 S.F29 STALLS.FUTURE RETAIL2,230 S.F.28 STALLSFUTURE AUTO SERVICE1,870 S.F.9 STALLSDRIVETHRUENTRYDRIVETHRUENTRYDO NOTENTER BYPASSDO NOTENTERMAIN ST.21ST AVE. N NO PARKING NO PARKINGNO PARKING DO NOTENTERCHIPOTLE2,325 S.F29 STALLS.FUTURE RETAIL2,230 S.F.28 STALLSFUTURE AUTO SERVICE1,870 S.F.9 STALLSDRIVETHRUENTRYDRIVETHRUENTRYDO NOTENTER BYPASSDO NOTENTERNO PARKING NO PARKING NO PARKING DO NOTENTERMAIN ST21ST AVE. N I-35E CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE 11:47 AM N:\Projects Current\24-0255.00 CRE Retail Lino Lakes\Civil\CAD Files\Site C.dwg3/7/2025 NSCALE:0'80'160'1"=80'DESCRIPTIONDATENO. REV FILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: SHEET NO.LAND SURVEYING CIVIL ENGINEERING ENVIRONMENTAL SERVICES 13076 FIRST STREET, BECKER, MN 55308-9322 TEL: 763-262-8822 FAX: 763-262-8844 BOGART, PEDERSON & ASSOCIATES, INC. CHIPOTLE, RETAIL, & AUTO SERVICE CAPITAL REAL ESTATE City of Lino Lakes, Anoka County, MN 03/07/2025 24-0255.00 CJD, MJM MJM MJM 1 01/02/2025 REVISION PER RCWD REVIEW I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signed: Date: Lic. No. Christopher J. Dahn 5862803/07/2025 2 02/05/2025 REVISION PER IMCOMPLETE LETTER REVIEW 3 03/07/2025 RCWD REVIEW TOTAL SITE PLANC1 PROPOSED CONCRETE SIDEWALKPROPOSED TURF ESTABLISHMENT (SOD)PROPOSED ASPHALT PAVEMENTCONCRETE CURB AND GUTTER - B612LEGEND:PROPOSED SIGNPROPOSED CONCRETE PAVEMENTKEY PLANPOTENTIAL DEVELOPMENTPROPOSED CHIPOTLEFUTURE RETAILFUTURE AUTO SERVICEAttachment 4. Total Site Plan 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Memorandum To: Katie Larsen, Lino Lakes City Planner From: Diane Hankee PE, Lino Lakes City Engineer Date: May 7, 2025 Re: Clearwater Commons Preliminary Plat Review 028758-000 WSB reviewed the Preliminary Plat submittal for the Clearwater Commons site in Lino Lakes, MN, received April 14, 2025. The site is approximately 14.1 acres and located east of 21st Avenue and north of Main Street. Comments were made on the following documents: •Clearwater Commons – Preliminary Plat submittal prepared Bogart, Pederson & Associates, dated March 7, 2025, received April 14, 2025. The following review comments should be responded to in writing by the applicant. There are additional redline comments on the plan set that should be responded to as well. Not all redline comments are in the review memo. Engineering •General The Clearwater Commons commercial development proposes to create three (3) current commercial lots with looping access from 21st Avenue North through the site to the private street to the north 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 provided for the site which included paved areas, curb, and retaining walls for the initial Chipotle site as well as the looping access to the private road to the north. Comments: 1.See comments provided on Chipotle Site review memo and plan redlines 2.Provide all structure inlet elevations 3.Provide EOF elevations, locations and routes for all low points 4.Per Anoka County Review a.Internal site grading shall not commence until the requested ACHD Engineering plan approvals are received and the applicable permits can be issued. b.As proposed, the plat will not introduce any new access points onto CSAH 14, and the right of access is dedicated to Anoka County in the plat. Any Attachment 5. City Engineer Memo dated May 7, 2025 Ms. Katie Larsen 5/7/2025 Page 2 Clearwater Commons – Engineering Review existing driveways and field entrances shall be removed, and the ditch section restored to match existing depth, slope, and grades. c. Please note that no plantings or private signs will be permitted within the county right of way and care must be exercised when locating private signs, building, structures, plantings, berms, etc. outside of the county right of way, so as not to create any new sight obstructions for this section of CSAH 14. • Stormwater Management The stormwater management calculations for the Clearwater Commons preliminary plat match those of the Chipotle site, see comments for that site. Additional comments on detailed storm sewer review may still come up for the non-Chipotle lots as they submit for site plan reviews. • Water Supply The existing 8” watermain stub at the intersection with 21st Avenue will be utilized and extended to the eastern limits of the development to serve the 3 commercial lots to the south and potentially one or more of the future commercial lots to the north. Comments: 1. We recommend that the City Deputy Director of Public Safety-Fire Division review the proposed plan for water supply and hydrant coverage. a. Verify adequate fire flows for 8” non-looped design 2. Call out all utility crossings a. Provide minimum 18" separation between water and sewer b. Insulate when separation between water and storm sewer is less than 36" 3. Provide utility service(s) for future commercial lots to the north a. Consider extending watermain along access road north and looping to Michaud Way to improve resiliency and limit impacts to the roadway with possible future utility installations. 4. Note existing 8" gate valve shown on watermain stub in record plans a. Test existing gate valve (2015) and if keeping i. Connect to existing 8" DIP watermain; delete proposed 8" gate valve if not keeping ii. Remove existing 8" DIP pipe back to and including existing gate valve; Connect to existing 8" DIP watermain with new 8" gate valve 5. Install 8" gate valve to isolate Lot 1/Chipotle service 6. Call out phase limits for Lot 2 water service • Sanitary Sewer The existing 8” sanitary sewer stub at the intersection with 21st Avenue will be utilized and extended to the eastern limits of the development to serve the 3 commercial lots to the south and potentially one or more of the future commercial lots to the north. Comments: Ms. Katie Larsen 5/7/2025 Page 3 Clearwater Commons – Engineering Review 1. Match existing sanitary sewer pipe slope (0.40% - field verify) from connection through to first structure 2. Adjust SAN MH 1-6 location such that angles are at or greater than 90 degrees a. Avoid placing in proposed wheel paths b. Better clarify (provide detail) how the proposed 3’+ drop will be achieved 3. Consider 6" (instead of 4”) diameter services for Lots 1& 2 for future flexibility of commercial tenants 4. DOLI typically requires minimum 2.00% slope with service pipes less than 8" • Transportation The current Clearwater Commons development proposes extending an access road to the east from the existing entrance at 21st Avenue and extending to the eastern development limits. A second access road is proposed to be teed from the first access road to the north to connect to Michaud Way. A traffic study and analysis was conducted for the overall development and redline comments will be provided for the submitted study. Comments: 1. A right-in right-out access is required at the intersection of the access road with 21st Avenue a. A median (porkchop) at the intersection will be required to direct traffic 2. The submitted Traffic Impact Study is in the process of being reviewed and additional comments will be forthcoming. 3. Provide specific typical sections for access roads a. Note proposed road crown or cross drainage 4. Per Anoka County Review a. As proposed, the plat will not introduce any new access points onto CSAH 14, and the right of access is dedicated to Anoka County in the plat. • Wetlands and Mitigation Plan The site is proposing to impact 28,573 square feet of an existing wetland. This impact is proposed to be offset by purchasing wetland credits. • Landscaping The City’s Environmental Coordinator to review landscaping and provide additional in- depth comments when provided. Comments: 1. It is recommended that tree plantings are deconflicted with drainage structures to avoid future root intrusion. This conflict is present for CBMH 4-8. • Floodplain Ms. Katie Larsen 5/7/2025 Page 4 Clearwater Commons – Engineering Review No floodplain impacts are proposed on site. • Drainage and Utility Easements Comments: 1. Clarify limits of public and private utilities a. Additional utility easements are to be provided with shared utility mainline extensions (not services). 2. 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). 3. The full footprint of the underground BMP must be contained within a drainage and utility easement. 4. Per Anoka County Review a. The existing right of way along CSAH 14 is approximately 80 feet north of centerline which should be sufficient for future reconstruction purposes. • 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 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. To: Katie Larsen, City Planner From: Tom Hoffman, Environmental Coordinator Date: April 30, 2025 Re: Environmental Comments – Clearwater Commons Preliminary Plat Environmental Board had recommended the following at their April 30, 2025 meeting: 1.Recommend stubbing or extending future sidewalk to the north along the proposed road for future pedestrian connections. 2.Sidewalk can be added when additional lots are subdivided for development. Stubbing the sidewalk now will make sure the pedestrian ramps will be in compliance and not have to regrade or remove existing walk. 3.Ten trees are proposed for impacts on the resource inventory page. Provide a tree survey of all trees onsite that are significant. 4.Trees to be removed should be categorized by area. If they are in the basic use area mitigation is not required. Trees within an ESA require additional mitigation. 5.Landscaping and planting requirements are to be met individually as each lot develops. 6.Show maintenance access to the new proposed outlet to the existing sw stormwater basin. It appears that the proposed retaining wall would limit future maintenance. 7.Currently proposing sod along the SW stormwater basin. This area should have a native buffer. Use MNDOT seed mix to establish buffer 8.Sod is being proposed along private road, recommend using low mow turf grass or native grasses where feasible. 9.Water conservation should be considered by reducing areas that need required maintenance and watering. 10.Stormwater management for the site is to be reviewed by the City Engineer and will be required for each site to meet requirements at the time of building. 11.Proposed underground filtration will require pretreatment and additional access points for future maintenance and inspection. Environmental Memo Attachment 6. Environmental Coordinator Memo dated May 5, 2025 Page 2 12. Redundant perimeter control is shown around wetlands and existing stormwater facilities. Note or show detail that redundant perimeter control should be spaced 3-5’ apart. 13. Final review of erosion and sediment control will be completed with final plans. 14. Review of rare, unique, and sensitive areas should be completed for the site. Primarily areas of wetland impact should be included to verify there are no rare or endangered wetland species. 15. Copy of final NPDES permit will be required be issuance of grading permit. All requirements for the SWPPP shall meet MPCA design standards. 16. Provide a Blandings Turtle mitigation plan a. Attachment 7. Anoka County Highway Department Letter dated April 30, 2025 Stantec Consulting Services Inc. 733 Marquette Avenue, Suite 1000 Minneapolis MN 55402-2314 May 6, 2025 Athanasia Lewis – Interim City Administrator City of Centerville 1880 Main Street Centerville, MN 55038 Dear Ms. Lewis, Reference: Preliminary Plat and Site Plan Review – Clearwater Commons (City of Lino Lakes) We have reviewed the site plan dated March 12, 2025 for the proposed Chipotle site located in the northeast quadrant of CSAH 14 (Main Street) and 21st Avenue North in Lino Lakes. The following are our comments regarding the proposed development: Traffic Engineering Notes 1.The applicant should submit a traffic engineering report detailing the proposed traffic impacts to 21st Avenue North. 2.Turn lanes should be striped on southbound 21st Avenue N to the immediate north of the east-west access road to the proposed commercial development. General Notes 1.The Owner must sweep all sediment from 21st Avenue Nand any adjacent streets daily during construction. 2.The owner must regularly maintain and replace inlet protection within 21st Avenue during construction. 3.City staff will monitor any erosion or tracking of dirt within the City of Centerville. Regards, Stantec Consulting Services Inc. Kellie Schlegel, PE Senior Associate, Project Manager Phone: (612) 712-2125 kellie.schlegel@stantec.com Attachment 8. City of Centerville Letter dated May 6, 2025 1 PLANNING & ZONING BOARD AGENDA ITEM 6D STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: May 14, 2025 REQUEST: Nelson Rehbein Property PUD Concept Plan CASE NUMBER: PZC2025-0003 APPLICANT: Twin Cities Land Holding, LLC Attn: Ben Schmidt and Christine Cook 4800 Olson Memorial Highway, Suite 100 Eden Prairie, MN 55344 OWNER: Rehbein Properties James and Kathleen Nelson INTRODUCTION The applicant, Twin Cities Land Holding, LLC, is proposing a residential development in the southwest quadrant of CSAH 54 (20th Ave S) and Cedar Avenue. The development contains three (3) parcels totaling approximately 25 gross acres and 90 housing units. Tentative Review Schedule: Complete Application Date: April 14, 2025 60-Day Deadline: June 13, 2025 Environmental Board Meeting: April 30, 2025 Park Board Meeting: May 7, 2025 Planning & Zoning Board Meeting: May 14, 2025 City Council Work Session: June 2, 2025 City Council Meeting: N/A The Land Use Application is for the following: • PUD Concept Plan/Concept Plan (“concept plan”) 2 Future land use applications may include: • Rezone property from R, Rural to R2, R3, or PUD • PUD Preliminary Plan/Preliminary Plat • PUD Final Plan/Final Plat This staff report is based on the following submittals: • Applicant Narrative dated April 10, 2025 • Concept Plans prepared by Carlson McCain dated March 21, 2025 • Net Area Exhibit prepared by Carlson McCain dated March 21, 2025 • Resource Inventory prepared by Carlson McCain dated March 21, 2025 • Concept Yield Plan prepared by Carlson McCain dated March 21, 2025 BACKGROUND Current Proposal The development will consist of 38 single-family homes on 60ft wide lots and 52 townhomes for a total of 90 housing units. See the attached applicant’s narrative for a detailed description of the development. Land Use The following table includes land uses, acres and %. Land Use Acres % CSAH 54 ROW 0.22 0.9% Internal ROW 2.89 11.8% 60ft Single Family Lots 8.41 34.3% Townhome Lots 2.30 9.4% Townhome Common Lots 4.03 16.4% Townhome Private Drives 0.83 3.4% Open Space 2.67 6.0% Wetlands (in outlots) 1.00 9.0% Floodplain 2.20 9.0% TOTAL 24.55 100.0% Total open space (townhome common lots, open space, wetlands, floodplain) is approximately 9.9 acres or 40%. ANALYSIS 3 Existing Conditions Per the Narrative, the 11 acre Nelson parcel contains an existing house and accessory structures. The 14 acre Rehbein parcels have been used for agricultural purposes. A 30ft wide powerline easement exists along the west lot lines. Wetlands and floodplain exist on site. Surrounding Zoning and Land Use Direction Zoning Current Land Use 2040 Future Land Use North City of Centerville Industrial Industrial South R-1, Single Family Residential Single family residential Low Density Residential East R, Rural Rural Residential Medium Density West City of Centerville Agriculture City of Centerville Comprehensive Plan Land Use Per the City’s 2040 Comprehensive Plan, the 25 acre site is guided medium density residential which requires 4.0-6.0 units per net acre. Per the 2040 Comprehensive Plan, the site is in Planning District 3. There are no specific planning goals or issues that need to be addressed for this site. Density The following chart is a preliminary density analysis using Met Council’s density formula: Gross Area (acres) 24.55 Wetlands & Water Bodies (1.81) Public Parks & Open Space 0.00 Arterial ROW (0.22) Other (Utility Transmission Easement) (0.54) Other (Wetland Buffer Area) (0.84) Other (Floodplain Mitigation) (1.21) Net Area (acres) 19.93 4 # of Units 90 Gross Density (units/acre) 3.67 Net Density (units/acre) 4.52 The site is guided medium density residential which requires 4.0-6.0 units per net acre. The proposed development is 4.52 units per net acre, which is consistent with land use and density requirements. Growth Management Strategy 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. The proposed 90 lot development would be consistent with the growth management strategy. Current Zoning and Land Use Current Zoning R, Rural Current Land Use Agricultural and Rural Residential Future Land Use per 2040 Comp Plan Medium Density Residential Utility Staging Area Stage 1B (2025-2030) Rezoning The site 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 developer is proposing R2, Two Family Residential for the 60ft wide single family lots and PUD, Planned Unit Development for the townhomes. PUD flexibility requested: 1. Public street cul de sac length: 555ft > 500ft allowed 2. Private street length: 666ft > 300ft allowed 5 3. Private street width: 24ft < 26ft required 4. Corner lot setback: 20ft < 25ft required 5. Townhome base lot size: 7,800ft < 20,000sf required 6. Townhome garage size: 440sf < 520sf required a. Staff notes that building plans are not required during concept plan. The townhome garage footprint was measured off the concept plan. Staff believes the proposed single family and townhome development can be achieved using straight zoning. Staff recommends R2, Two Family zoning for the single family lots and R3, Medium Density zoning for the townhomes. Staff Comment: 1. Does the Board feel there is public benefit to justify PUD zoning as required per City Code Section 1007.024: (2) The PUD, by allowing deviation from the strict provisions of this chapter 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. Staff Comment: A master plan is not required for 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. (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. (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. (e) Efficient use of land resulting in smaller networks of utilities and streets thereby lowering development costs and public investments. (f) Mix of land use types. (g) Provision of a housing type or target housing price that is desirable to the city. (h) Other public benefits and values as recognized in the city's Comprehensive Plan. 6 Lot and Setback Requirements Per City Code Section 1007.112(1), land that is guided medium density residential may be zoned R-2. The following table analyzes the R-2 requirements for the 60ft wide single family lots. 60ft Single Family Lots R-2 Requirements Proposed Concept Plan Min. Lot Size 7,500 sf 7,500 – 14,000 sf Min. Lot Width --Interior Lot 60 ft 60ft --Corner Lot 80 ft 80 ft Min. Lot Depth 125 ft 125 -145ft --Double Frontage 135 ft NA Building Setback (ft) -From Streets 25 ft 25 ft -Rear Yard --Principal 25 ft 25 ft -Accessory 5 ft 5 ft -Side Yard --Principal 10 ft 10 ft --Accessory 5 ft 10 ft Buffer Abutting Arterial St 15 ft wide NA Impervious Surface 65% Evaluated w/ building permit Per City Code Section 1007.113(1), land that is guided medium density residential may be zoned R-3. The following table analyzes the R-3 requirements for the townhomes. Townhomes R-3 Requirements Proposed Concept Plan Min. Base Lot Size 24,000 sf 7,800 – 11,500 sfa Min. Base Lot Width 100 ft 114 ft 7 Min. Lot Depth None NA Building Setback (ft) -From Arterial Streets (20th Ave S) 40 ft 60 ft -From Local Streets 30 ft 20 fta -Rear Yard --Principal 30 ft 10 fta -Accessory 5 ft 5 ft -Side Yard --Principal 10 ft 5 fta --Accessory 5 ft NA From Low Density Residential 35 ft 90 ft Buffer From LDR or Arterial Street 20 ft Required Impervious Surface 65% Evaluated w/ building permit a Setbacks shall be met or PUD flexibility required. Building Design Standards and Other Performance Standards Building and architectural design standard review is not required at concept plan level. City Code Section 1007.043 details minimum residential building design standard requirements. City Code Section 1007.112(4) details minimum R-2 building requirements. City Code Section 1007.113(4) details minimum R-3 building requirements. Staff Comment: 1. All building design standards and requirements shall be met. Subdivision Ordinance Blocks and Lots The concept plan proposes 90 residential lots and three (3) outlots. Outlots will contain wetlands, buffers, stormwater ponds etc. Common lots around the townhomes will also be outlots. 8 Streets and Alleys CSAH 54 (20th Ave S) is an A-Minor Arterial Reliever road. Street A onto 20th Ave S. will be right in/right out only. Internal streets have 60ft wide road right-of-way and are 30ft wide. Private streets are proposed for the townhomes. An emergency access lane onto 20th Avenue S is proposed on the south end for the townhomes. Staff Comments: 1. Sixty (60) feet of road right-of-way shall be dedicated along CSAH 54 from the section line. 2. Sidewalk shall be installed along Street A and Street B. 3. Private streets shall meet requirements of City Code Section 1007.054 if PUD flexibility is not provided. 4. Private Drive C shall provide access to the lot to 6795 20th Avenue S for future development. 5. A traffic study shall be required. 6. A noise study shall be required. Easements Staff Comments: 1. Standard drainage and utility easements at least 10 feet wide shall be provided along all lot lines. 2. Drainage and utility easements shall also be dedicated over stormwater management facilities. 3. Conservation easements and wetland buffers shall be required over wetlands, ditches, and greenway corridors. Stormwater Management and Erosion and Sediment Control The concept plan shows two (2) stormwater ponds throughout the development. Public Utilities Public water, sanitary, and storm sewer utilities will be installed within the development. The site is in Sanitary Sewer District 3 (Sub-district 3D). Flow from these areas, including that from Centerville, is collected along East Cedar Street and conveyed east to MCES Meter M220 and Gravity Interceptor 802325. 9 The site is in Utility Staging Area 1A (2018-2025). Per the City Engineer memo, the City’s water supply system well firm capacity is currently constrained by poor water quality in some wells, and annual variability in water use due to drought and other factors. Based on the water supply capacity and well trigger analysis completed in April 2024, the city may need additional well(s) to accommodate development within the City’s existing 2040 Utility Staging Area. While the City’s Comprehensive Plan identifies the need for additional wells to support continued growth, the White Bear Lake District Court orders and ongoing litigation, currently prevents the City from implementing that plan. The City is currently working through the well approval process with the Minnesota Department of Natural Resources (MNDNR). This action does not contemplate capacity for areas outside the current Utility Staging area. Without additional well capacity proposed developments may be deemed premature. The developments will be evaluated on a case by case basis to determine actual demand and availability of capacity to serve the development. Any proposed development will need to demonstrate methods to reduce water use including but not limited to stormwater reuse for irrigation Staff Comments: 1. The water supply issue needs to be addressed prior to preliminary plat submittal. Yield Plan As required per City Code Section 1001.026(4) for a PUD, the applicant submitted the attached yield plan. A 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 yield plan proposes 121 townhome units at 5.98 units per net acre which would be consistent with density requirements. Phasing Plan Per the narrative, the developer plans to commence with development in the Fall 2025 that will align within the projected service date. The site is planned to be built within one (1) phase of grading and one (1) phase of street & utilities. Traffic Study A traffic study is required at the time of preliminary plat submittal. 10 Staff Comments: 1. The applicant shall work with Anoka County Highway Department regarding access, emergency access, and turn lanes on CSAH 54 (20th Avenue S.). Parks, Greenways and Trail Plan Per Figure 10-2: Neighborhood Service Areas of the 2024 Comprehensive Plan, a future neighborhood park is programmed to the southwest of this site. Trails are not required per the park plan. The City will require cash in lieu of land dedication. Tree Preservation and Landscaping A Tree Preservation Plan and Landscape Plan in compliance with Section 1007.043(17), Required Screening, Landscaping and Buffer Yards shall be submitted with the preliminary plat application. Staff Comments: 1. A landscaping screen and minimum 20 ft wide buffer will be required along the 20th Avenue S. 2. A noise study will be required with the preliminary plat. 3. Berm and/or any noise mitigation requirements shall be measured from side or rear yard ground elevations to top of berm or fence. EQB Environmental Review An Environmental Assessment Worksheet is not mandated. The 38 unattached units and 52 attached units are under the threshold required for a mandatory EAW. Wetlands The site includes 2.2 acres of wetland. The wetlands are not within the Wetland Management Corridor. Ten (10) ft wide buffers are provided. It appears there will be some wetland impacts. An approved wetland delineation and mitigation plan will be required. The applicant will need to work with RCWD for Wetland Conservation Act regulations. Floodplain The 2015 FEMA Floodplain Map indicates Zone A flood plain on site. The concept plan shows a floodplain mitigation area in the southwest corner of the development. Staff Comments: 11 1. Any floodplain impacts are subject to City requirements per City Code Chapter 1103. 2. A Base Flood Elevation is required to be determined, using detailed methods acceptable by the Federal Emergency Management Agency (FEMA). 3. A FEMA CLOMR and LOMR may be required for development if there are floodplain impacts. Additional City and Government Agency Review Comments Anoka County Anoka County Highway Department comments are in the attached email. School District Centennial ISD#12 did not provide comments. Lino Lakes Public Safety Police Division reviewed the concept plan and had no concerns. Fire Division reviewed the concept plan and had no concerns. City Engineer City Engineer comments are in the attached memo. Environmental Board Environmental Board comments are in the attached memo. Park Board During the May 7, 2025 meeting, the Park Board recommended 100% cash dedication in lieu of land. Several existing Nadeau Acres residents addressed the Park Board requesting consideration for a neighborhood park in the Nelson Rehbein development. As discussed with the development of Nadeau Acres, the 2040 Comprehensive Plan does not show the Nelson Rehbein property as having a park or part of the greenway system. Rather, future Neighborhood Park E is planned to the west. Preliminary Plat 12 The City’s review and comments on the concept plan’s relation to the 2040 Comprehensive Plan and development regulations does not grant any rights to the applicant to develop the property as depicted by the concept plan. A land use application for preliminary plat is required. The city strongly recommends the property owner/applicant hold a neighborhood meeting for informal comment and feedback prior to preliminary plat application. RECOMMENDATION Staff is requesting feedback from the Planning & Zoning Board: 1. Thoughts on requested PUD or just straight R2 and R3 zoning. 2. If PUD, then should a neighborhood meeting be required? 3. Should future access and ghost plat be provided to 6737 20th Avenue? a. The lot is guided low density residential and appears to have wetlands on site that would limit future development. 4. Other input. Additional Staff Comments: 1. The wetland and floodplain acreages on the Concept plan and Net Area Exhibit do not match. 2. Side corner setbacks shall be 25ft. 3. A ghost plat for 6795 20th Avenue shall be provided if a preliminary plat is submitted. ATTACHMENTS 1. Applicant Narrative 2. Concept Plan 3. Net Area Exhibit 4. Resource Inventory 5. Yield Plan 6. City Engineer Memo dated May 7, 2025 7. Environmental Coordinator Memo dated April 30, 2025 8. Anoka County Comments dated May 1, 2025 RESIDENTIAL DEVELOPMENT CONCEPT PLAN SUBMITTAL NARRATIVE NELSON REHBEIN PARCELS LINO LAKES, MN April 10, 2025 Twin Cities Land Holding, LLC is pleased to submit the proposed Concept Plan for the development of the Nelson and Rehbein parcels located in Lino Lakes, Anoka County, Minnesota. DEVELOPMENT TEAM Developer/Contract Buyer: Twin Cities Land Holdings, LLC Ben Schmidt, President ben@TCLandDev.com (612)-716-3047 Christine Cook, Development Manager christine@TClandDev.com (612)710-0685 4800 Olson Memorial Hwy, Suite 100 Golden Valley, MN 55422 Civil Engineer/Surveyor: Carlson Engineering Brian Krystofiak, Engineer bkrystofiak@carlson-engineering.com (763)443-5963 Justin Olson, Engineer jolson@carlson-engineering.com (763)280-4367 3890 Pheasant Ridge Drive NE Blaine, MN 55449 Legal: Mark Radke MRadke@Felhaber.com Attachment 1. Applicant Narrative SITE INFORMATION: Legal Description: Address: 6747 20th Avenue (Nelson parcel), Lino Lakes, MN 55038 / Unassigned (Rehbein parcels) City/County: City of Lino Lakes, Anoka County Parcel ID Numbers: 26-31-22-11-0008 (Nelson); 26-32-22-11-0005 (Rehbein); 26-31-22-11-0009 (Rehbein) Total Site Area: Approximately (24.55) acres Existing Zoning: R - Rural Proposed Rezoning: R2 – Two Family Residential /Planned Unit Development (PUD) EXISTING CONDITIONS The site is comprised of three (3) land parcels, one (1) single family home on the southern portion (Nelson’s parcel), a wooded swale that runs through the middle of the site that is shown as wetlands within the exhibits, along with the rest of the site as agricultural fields. The land parcel currently owned by the Nelson family, was acquired by Jim Nelson in 1987. Shortly thereafter, he began construction on his home. The property had historically been vacant agriculture land prior to Jim purchasing the property. Jim then constructed a pole barn in 1995 and is currently residing at the property. The two (2) Rehbein land parcels were purchased by the Rehbein family in 2008. No structures or dwellings were ever constructed on the property by the Rehbein family, and both land parcels have been utilized for agriculture purposes, specifically raising hay. Per discussions with both property owners, they confirmed there are no historically important landscapes or archeological features to note. The site is bounded to the east by 20th Avenue S (County Road 54), to the south by the Nadeau Acres development, to the west by existing farm fields and floodplain, and to the north by an existing industrial building, large wetland and floodplain. The northern and western boundaries of the site are the city limits between the City of Lino Lakes and the City of Centerville. The current zoning for the three (3) land parcels is R – Rural. PROPOSED CONDITIONS & CONCEPT PLAN SUMMARY The 2040 Future Land Use Map displays this area as medium density residential that allows for 4.0 to 6.0 units per acre. We are proposing R2 – Two Family Residential for the 60’ single-family lots, and a Planned Unit Development (PUD) for the multi-unit townhomes and private streets to meet the allowed density requirement. Per the net area exhibit, we calculate a net density of 4.26 units per net acre, or 3.67 units per gross acre. With standard R2 zoning for the multi-unit townhomes, the density falls to 2.5 units per net acre and will not meet the allowed density requirement. The Nelson Rehbein Concept Plan displays a total of (90) residential lots that consist of the following: • (38) 60’ Single-Family • (52) Attached Townhome Below is a summary of the proposed lot standards and setbacks: Townhome Unit Configuration (4) Unit, (5) Unit & (6) Unit Buildings Townhome Setbacks Front – 25 feet Side - Between Townhome Buildings – 20 feet Side Corner – 20 feet Single Family Setbacks: Front – 25 feet Rear – 25 feet Side Yard – 10 ft Garage, 10 ft Dwelling Side Corner – 20/25 feet We believe the proposed development plan is consistent with the City of Lino Lake’s goals for these parcels. SANITARY SEWER AND WATERMAIN: The proposed development will connect to existing, public sanitary sewer from the Nadeau Acres development to the south. This sanitary stub is directed to an existing lift station that was designed and constructed to accommodate the Nelson Rehbein development. Public watermain connections will be made at the existing connection to Nadeau Acres, as well as along 20th Avenue S. to provide a watermain loop. PROPOSED STREET DESIGN & CONSTRUCTION There will be public street connections to Nadeau Acres through the provided street stub and to 20th Avenue S (County Highway 54) that will include the necessary turn lane improvements as required by Anoka County. Interior private drives (Drives A, B & C as noted on the Concept Plan) will be constructed to serve a large majority of the proposed multi-unit townhomes. The annual average daily traffic (AADT) on 20th Avenue was determined to be 5,808 trips per day per the 2022 MNDOT Traffic Mapping Study. With the proposed Nelson / Rehbein development, the additional ninety (90) lots at ten (10) trips per day will increase the annual average daily traffic by approximately 900 trips per day. Below is a summary of the proposed roadway widths and linear footage: Linear Footage: Total Road Linear Length – Approximately 3,105 L.F • Public Streets – Approximately 2,005 L.F • Private Drives – Approximately 1,100 L.F Proposed Right-of-Way (ROW): Internal ROW – 60’ feet Private Road – 24’ feet back-to-back Cul-de-sac ROW – 60’-foot min. radius STORMWATR MANAGEMENT: Most of the surface water from this proposed development will flow through new storm sewer infrastructure to sedimentation ponds. All ponding and water quality features will be designed per current city and watershed regulations. Stormwater will be designed to minimize site runoff rates to the extent feasible. The City of Lino Lakes will assume ownership of the stormwater quality pond, and structures within those ponds/basins at full buildout. WETLAND DELINATION: A wetland report was completed by Kjolhaug Environmental Services on October 19, 2021, for the two (2) Rehbein parcels. Kjolhaug is currently updating the Wetland Delineation Report to include the Nelson parcel. The design of the Nelson Rehbein development revolves around wetland preservation for future homeowners to enjoy the natural wildlife habitat and features of these wetlands. While the applicant is proposing to preserve significant wetlands, they are also proposing to impact some of the existing wetlands. The final impacts will be determined by Kjolhaug this spring to submit for consideration, feedback and approval by the necessary governing bodies. PARKS: Park land dedication for a future park is not proposed. Park dedication requirements shall be paid as a fee. MONUMENT & MAILBOXES: The develop will have an entrance monument that will be maintained by the Homeowner Association. The location and design are pending. Cluster mailboxes will be provided for all (90) lots. TIMING/PHASING/STAGING Per Lino Lakes 2040 utility staging plan, this area is planned to have utilities between 2018-2025. We plan to commence with development in the Fall 2025 that will align within the projected service date. The site is planned to be built within one (1) phase of grading and one (1) phase of street & utilities. HOUSING: The Nelson Rehbein development will have a total of (90) homes. The zoning from the R-2 and Planned Unit Development will allow the homes to be divided into two (2) different housing types and styles that will satisfy different segments of homebuyers. Selection of builders for the two (2) proposed product types is currently pending. HOMEOWNER’S ASSOCIATIONS & ARCHITECTURAL GUIDELINES Homeowner Associations will be established to maintain the common open spaces, neighborhood monument, mailboxes etc. The townhome units will provide exterior maintenance for the units and grounds along with maintaining the private streets. The Homeowner Associations will be responsible for enforcement of the rules, regulations, and architectural guidelines of the neighborhood, this will provide for a neighborhood that is cohesive and well maintained. CONCLUSION Twin Cities Land Holding, LLC is proud to present this proposal and feel that the proposed concept plan meets the goals of Lino Lakes. We look forward to working with the City of Lino Lakes to create a successful new residential development. We respectfully seek approval of the Concept Plan to allow the Nelson Rehbein development to proceed with the preliminary plat and rezoning submissions. 123456789101112192021222324262728293031323334353637383940414243444546474849505152535455565758596064656667686970717273747576777879808182838485868788899061626313141516171825COMMON LOTCOMMON LOTOUTLOT BOUTLOT COUTLOT AR E V I E W C O P Yof REVISIONS2.3.4.5.6.DRAWN BY:ISSUE DATE:NELSON/REHBEIN PARCELS Lino Lakes, Minnesota f:\jobs\11341 - 11350\11343 - rehbein nelson parcels\cad c3d\survey\layouts\11343 layout 3.dwgSave Date:03/21/25 FILE NO:XXX21WETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDW E T L A N DWTLDWETLANDWETLAND WTLD WTLDWTLD HERITAGE AVENUE RED OAK LANEWEST CEDAR STREETSTREET ASTREET BDRV ADRV BCONCEPT PLAN C#03/21/2025PONDPONDFLOODPLAIN MITIGATION NOTES LEGENDDRV C 1. LEGAL DESCRIPTION TWIN CITIES LAND DEVELOPMENT 4800 Olson Memorial Hwy - #100 Golden Valley, MN 55422 SITE DATA VICINITY MAP 20TH AVENUE S. (C.S.A.H. NO. 54)Attachment 2. Concept Plan 123456789101112192021222324262728293031323334353637383940414243444546474849505152535455565758596064656667686970717273747576777879808182838485868788899061626313141516171825COMMON LOTCOMMON LOTOUTLOT BOUTLOT COUTLOT AR E V I E W C O P Yof CONCEPT PLAN W/AERIALREVISIONS1.2.3.4.5.6.DRAWN BY:ISSUE DATE:C#f:\jobs\11341 - 11350\11343 - rehbein nelson parcels\cad c3d\survey\layouts\11343 layout 3.dwgSave Date:03/21/25 FILE NO:XXX22LEGENDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDW E T L A N DWETLANDWETLAND WTLD WTLDWTLD 20TH AVENUE S. (C.S.A.H. NO. 54)WEST CEDAR STREETSTREET ASTREET BHERITAGE AVENUE RED OAK LANENELSON/REHBEIN PARCELS Lino Lakes, Minnesota PONDPONDFLOODPLAIN MITIGATIONDRV BDRV CDRV A03/21/2025WTLDTWIN CITIES LAND DEVELOPMENT 4800 Olson Memorial Hwy - #100 Golden Valley, MN 55422 NOTES LEGAL DESCRIPTION SITE DATA WETLANDWETLANDWE T L AND WETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWE T L AND WETLAND WET L A N D WETLAND 123456789101112192021222324262728293031323334353637383940414243444546474849505152535455565758596064656667686970717273747576777879808182838485868788899061626313141516171825COMMON LOTCOMMON LOTOUTLOT BOUTLOT COUTLOT AEXISTING POWER EASEMENTSTREET ARED OAK LN.PONDPONDFLOODPLAIN MITIGATIONRED OAK LN.HERITAGE AVE.20TH AVENUE S. (CSAH 54)STREET BPRIVATE STREETPRIVATE STREETPRIVATE STREETPRIVATE STREETNET AREA EXHIBIT 11NON-DEVELOPABLE LANDDENSITY CALCULATIONSR E V I E W C O P Y REVISIONS1.2.3.4.5.6.DRAWN BY:ISSUE DATE:JJO03/21/2025FILE NO:XXXofTWIN CITIES LAND DEVELOPMENT 4800 Olson Memorial Hwy - #100 Golden Valley, MN 55422 NELSON/REHBEIN PARCELS Lino Lakes, MN f:\jobs\11341 - 11350\11343 - rehbein nelson parcels\cad c3d\engineering\exhibits\11343_net area plan.dwgSave Date:04/02/25#0000 VICINITY MAP Attachment 3. Net Area Exhibit RESOURCE INVENTORY ofTWIN CITIES LAND DEVELOPMENT 4800 Olson Memorial Hwy - #100 Golden Valley, MN 55422 NELSON/REHBEIN PARCELS Lino Lakes, MN f:\jobs\11341 - 11350\11343 - rehbein nelson parcels\cad c3d\engineering\exhibits\11343_resource inventory exhibit.dwgSave Date:04/10/25#00003R1R E V I E W C O P Y REVISIONS1. 4/10/2025 Add trees, vegetation & pics.2.3.4.5.6.DRAWN BY:ISSUE DATE:JJO03/21/2025FILE NO:XXX VICINITY MAP Attachment 4. Resource inventory RESOURCE INVENTORY WITH AERIAL IMAGERY ofTWIN CITIES LAND DEVELOPMENT 4800 Olson Memorial Hwy - #100 Golden Valley, MN 55422 NELSON/REHBEIN PARCELS Lino Lakes, MN f:\jobs\11341 - 11350\11343 - rehbein nelson parcels\cad c3d\engineering\exhibits\11343_resource inventory exhibit.dwgSave Date:04/10/25#00003R2R E V I E W C O P Y REVISIONS2.3.4.5.6.DRAWN BY:ISSUE DATE:JJO03/21/2025FILE NO:XXX VICINITY MAP 1. 4/10/2025 Add trees, vegetation & pics. ofTWIN CITIES LAND DEVELOPMENT 4800 Olson Memorial Hwy - #100 Golden Valley, MN 55422 NELSON/REHBEIN PARCELS Lino Lakes, MN f:\jobs\11341 - 11350\11343 - rehbein nelson parcels\cad c3d\engineering\exhibits\11343_resource inventory exhibit.dwgSave Date:04/10/25#00003RESOURCE INVENTORY WITH AERIAL IMAGERYR3R E V I E W C O P Y REVISIONS2.3.4.5.6.DRAWN BY:ISSUE DATE:JJO03/21/2025FILE NO:XXX1. 4/10/2025 Add trees, vegetation & pics. OUTLOT C1234567891011121920212223242627282930313233343536373839404142434445464748495051525354555657585963646566676869707172737475767778798011011111211311411511611711860616213141516171825COMMON LOTCOMMON LOTOUTLOT BOUTLOT COUTLOT A81828384858687888990919297969594931031021011009998104105106107108109COMMON LOTCOMMON LOTCOMMON LOTR E V I E W C O P Yof REVISIONS2.3.4.5.6.DRAWN BY:ISSUE DATE:NELSON/REHBEIN PARCELS Lino Lakes, Minnesota f:\jobs\11341 - 11350\11343 - rehbein nelson parcels\cad c3d\survey\layouts\11343 layout 3 yield plan.dwgSave Date:04/03/25 FILE NO:XXX21WETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDW E T L A N DWTLDWETLANDWETLAND WTLD WTLDWTLD HERITAGE AVENUE RED OAK LANEWEST CEDAR STREETSTREET ASTREET BCONCEPT YIELD PLAN C#03/21/2025PONDFLOODPLAIN MITIGATION NOTES 1. 04/03/2025 City comments. LEGAL DESCRIPTION PONDTWIN CITIES LAND DEVELOPMENT 4800 Olson Memorial Hwy - #100 Golden Valley, MN 55422LEGEND VICINITY MAP 20TH AVENUE S. (C.S.A.H. NO. 54)SITE DATAWETLANDWETLANDWTLDAttachment 5. Yield Plan OUTLOT C1234567891011121920212223242627282930313233343536373839404142434445464748495051525354555657585963646566676869707172737475767778798011011111211311411511611711860616213141516171825COMMON LOTCOMMON LOTOUTLOT BOUTLOT COUTLOT A81828384858687888990919297969594931031021011009998104105106107108109COMMON LOTCOMMON LOTCOMMON LOTR E V I E W C O P Yof CONCEPT YIELD PLAN W/AERIALTWIN CITIES LAND DEVELOPMENT 4800 Olson Memorial Hwy - #100 Golden Valley, MN 55422REVISIONS2.3.4.5.6.DRAWN BY:ISSUE DATE:C#f:\jobs\11341 - 11350\11343 - rehbein nelson parcels\cad c3d\survey\layouts\11343 layout 3 yield plan.dwgSave Date:04/03/25 FILE NO:XXX22LEGEND NOTES WETLANDWETLANDWETLANDWETLANDWETLANDWETLANDWETLANDW E T L A N DWETLANDWETLAND WTLD WTLDWTLD WEST CEDAR STREETSTREET ASTREET BHERITAGE AVENUE RED OAK LANENELSON/REHBEIN PARCELS Lino Lakes, Minnesota PONDPONDFLOODPLAIN MITIGATION03/21/2025WTLD LEGAL DESCRIPTION 20TH AVENUE S. (C.S.A.H. NO. 54)SITE DATA1. 04/03/2025 City comments.WETLANDWETLANDWTLD 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Memorandum To: Katie Larsen, Lino Lakes City Planner From: Kris Keller PE, WSB Diane Hankee PE, Lino Lakes City Engineer Date: May 7, 2025 Re: Nelson-Rehbein Parcels Concept Plan Review 028815-000 WSB’s review of the Concept Plans for the Nelson-Rehbein development in Lino Lakes, MN, prepared by Carlson Engineering and received April 14, 2025. Our comments were made on the following documents: •Nelson-Rehbein Parcels - Concept Plan Submittal prepared by Carlson Engineering, dated March 21, 2025. The following review comments should be responded to in writing by the applicant. Engineering •General Nelson-Rehbein development includes approximately 25 acres west of 20th Avenue (CSAH 54), between Red Oak Lane and West Cedar Street. The current conceptual project proposes 38 single family lots and 52 Townhome lots (90 lots total) and associated infrastructure. •Grading The Nelson-Rehbein development includes site grading for the 90 lots/units as well as extensions of Heritage Avenue, and one other local public street with three private streets that are yet to be named. •Stormwater Management The combined properties, 24.55 acres, primarily surface flow north through an onsite wooded swale or by direct runoff to the west. Runoff drains to a pond/wetland complex to the north, continuing to flow north via Judicial Ditch 3 into Peltier Lake. There are some additional flows coming from the south via the wooded swale. The concept plan shows stormwater management features in limited detail. The applicant will be required to meet City of Lino Lakes’ stormwater rules in addition to Rice Creek Watershed District requirements. Attachment 6. City Engineer Memo dated May 7, 2025 Ms. Katie Larsen 05/07/2025 Page 2 Nelson-Rehbein Parcels Concept Plan Submittal - Engineering Review Stormwater reuse will be required for all development irrigation. • Water Supply The City’s water supply system well firm capacity is currently constrained by poor water quality in some wells, and annual variability in water use due to drought and other factors. Based on the water supply capacity and well trigger analysis completed in April 2024, the city may need additional well(s) to accommodate development within the City’s existing 2040 Utility Staging Area. While the City’s Comprehensive Plan identifies the need for additional wells to support continued growth, the White Bear Lake District Court orders and ongoing litigation, currently prevents the City from implementing that plan. The City is currently working through the well approval process with the Minnesota Department of Natural Resources (MNDNR). This action does not contemplate capacity for areas outside the current Utility Staging area. Without additional well capacity proposed developments may be deemed premature. The developments will be evaluated on a case by case basis to determine actual demand and availability of capacity to serve the development. Any proposed development will need to demonstrate methods reduce water use including but not limited to stormwater reuse for irrigation. Applicant to verify water pressure is adequate for all locations within the development. All proposed units are required to be on the municipal water supply. Water infrastructure for the Nelson-Rehbein development has not yet been designed and will need to be submitted for preliminary plat by the applicant. There is an existing 16-inch diameter trunk watermain along 20th Avenue (CSAH 54) that will be looped through the site to an existing 8” diameter watermain within Heritage Avenue. Otherwise, the development will include a water system with predominately 8- inch diameter ductile iron pipe (DIP) water main with 1-inch Type K copper services being extended to each lot. Water supply will need to be evaluated in conjunction with current pending DNR water appropriation approvals. Additional water stubs may need to be extended to the north or west for future development. The development is in the City’s Drinking Water Study Management Area and has moderate vulnerability and would be subject to those requirements. • Sanitary Sewer Sanitary sewer collection for the Nelson-Rehbein development has not yet been proposed and will need to be submitted for preliminary plat by the applicant. It is anticipated that the existing 8-inch polyvinyl chloride (PVC) sanitary sewer within Heritage Avenue will be extended north to serve the site. The site will be served along with 4-inch Schedule 40 PVC service pipe to each lot. Additional sanitary sewer stubs will be extended to the south. Ms. Katie Larsen 05/07/2025 Page 3 Nelson-Rehbein Parcels Concept Plan Submittal - Engineering Review • Transportation A general street layout has been proposed with the Concept Plan. The City of Lino Lakes’ Comprehensive Plan requires neighborhood street connections. The Nelson-Rehbein property is adjacent to 20th Avenue (CSAH 54) which is A-Minor Arterial Reliever, Heritage Avenue and an unnamed street are local roads with three private roads. The applicant is showing connections with the right of way to Heritage Avenue in the south portion of the development and 20th Avenue (CSAH 54) in the east portion. A traffic study will be required for the site. Trails and sidewalks Additional trails and sidewalks will be required along the interior and connector roads as directed by the City Planner. Comments 1. The traffic study shall include the intersections of Street A and 20th Avenue, 21st Avenue and Cedar Street, Birch Street and 20th Avenue and 20th Avenue at the proposed site intersection. The analysis should address the intersection geometrics (i.e. turn lanes) and traffic control needed to accommodate the proposed site development. 2. The traffic study shall meet the requirements outlined in City ordinances. The ten- year forecast review should be 2040 3. The applicant will need to receive approval from Anoka County for the site access to Street A. It is anticipated that they will require right-in and right-out access with a median at the intersection as well as a southbound right turn lane. 4. The applicant will need to receive approval from Anoka County for emergency access from private Driveway A onto CSAH 54. • Wetlands and Environment The site includes 2.84 acres of wetland and buffer. An approved wetland delineation will be required. The applicant will need to work with RCWD for Wetland Conservation Act regulations. The project indicates that there are approximately 2.2 acres of wetland. A wetland replacement plan based on the impacts will need to be submitted, reviewed, and approved through RCWD and the City. The applicant should verify with the DNR’s Natural Heritage Information System database for the potential presence of protected species within and near the project area, including protected plant species. The applicant should coordinate with the DNR on the need for additional studies or surveys as necessary. • Landscaping A Landscape Plan for the Nelson-Rehbein development has not yet been submitted. One will need to be submitted and reviewed by staff and the City’s Environmental Coordinator. The Environmental Coordinator will provide separate comments. Ms. Katie Larsen 05/07/2025 Page 4 Nelson-Rehbein Parcels Concept Plan Submittal - Engineering Review • Floodplain The site includes ~5% Zone A Floodplain. A Base Flood Elevation will need to be determined and approved by FEMA. A LOMR will be required, and floodplain mitigation will be required as applicable. This mitigation already appears to be considered in Outlot C in the southwest corner of the site. However, greater detail is needed to check mitigation quantities. • 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 western 60’ feet of CSAH 54 should be dedicated as right of way to Anoka County as well as an additional trail easement. Conservation easements will be required over wetlands. Standard side yard drainage and utility easements and easements over public utilities will be required. • 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 maintenance for public facilities in the Nelson-Rehbein development will be covered under the City’s Programmatic Stormwater Management Agreement after the facilities have been installed and accepted by the City. • Permits Required Required permits will be determined at the time of preliminary plat submittal. Potential permits may include some of the following and others: 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for Construction 3. Minnesota Pollution Control Agency Sanitary Sewer Extension Permit 4. Minnesota Department of Health 5. Rice Creek Watershed District Permit 6. Anoka County Right-of-Way Permit 7. FEMA LOMR 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. To: Katie Larsen, City Planner From: Tom Hoffman, Environmental Coordinator Date: April 30, 2025 Re: Environmental Comments – Nelson Rehbein PUD Concept Plan The Environmental Board recommended the following at their April 30, 2025 meeting: 1.Provide a geotechnical report of the site with soils borings to confirm soils and types of bmp’s that will be feasible onsite. 2.Complete wetland delineation for the site should be submitted. a.Include proposed impacts and mitigation requirements. 3.Rare plant, animal, and significant resource inventory should be completed for the site. a.Staff used the USFWS IPac tool to determine federally protected species for the site. A final evaluation of species is required by the developer. 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. Larger stormwater ponds constructed for fill should be evaluated for water reuse. 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 5.Provide a tree inventory for the site showing significant trees and show proposed tree removals. a.Tree removals should be shown in the basic use area along with any ESA areas. 6.City Tree Protection Fence detail should be added to the plan sheet. Standard detail Gen-27 Environmental Memo Attachment 7. Environmental Coordinator Memo dated April 30, 2025 Page 2 7. Trees scheduled to be preserved must have Tree Protection Fence installed in accordance with City tree protection fence detail. 8. Ash trees preserved will not provide any existing tree credit. All ash trees should be removed unless they are noted and will continue to be treated for EAB on two-year rotations 9. Seed mixes should be updated to MNDOT seed mix design numbers for final plans. Please provide more site-specific mixes for each location. 10. Low maintenance turf should be evaluated throughout development. Ground covers should be drought resistant to reduce the need for irrigation use. 11. 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 12. Tree removal should be completed in the fall or winter to minimize impacts to migrating or nesting bat populations 13. Provide a Blandings turtle mitigation plan, surmountable curb is provided to allow turtles access off the roads. From:Logan Keehr To:Katie Larsen Subject:RE: Submittal for Nelson Rehbein Property Date:Thursday, May 1, 2025 9:56:12 AM Attachments:image001.jpg Caution: This email originated outside our organization; please use caution. Katie, We would want 60 feet of ROW as well as a trail easement along CSAH 54. According to the CSAH 54 corridor study, the Street A access will be required to be a right in/right out access. We would want a SB right turn lane constructed as part of this development. 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: Thursday, April 17, 2025 11:01 AM To: Logan Keehr <Logan.Keehr@anokacountymn.gov>; pchaffey@isd12.org; mgrossklaus@isd12.org Cc: Katie Larsen <KLarsen@linolakes.us> Subject: Submittal for Nelson Rehbein Property EXTERNAL EMAIL ALERT: This message originated from outside the Anoka County email system. Use Caution when clicking hyperlinks, downloading pictures or opening attachments. Attachment 8. Anoka County Comments dated May 1, 2025 Hello – Please see the attached submittal for Nelson Rehein Property. Please return comments to Katie Larsen by Wednesday, May 7, 2025. Thank you, Marissa Ertel Administrative Assistant 600 Town Center Pkwy Lino Lakes, MN 55014-1182 Direct 651-982-2422 Fax 651-982-2499 mertel@linolakes.us NOTICE: Unless restricted by law, email correspondence to and from Anoka County government offices may be public data subject to the Minnesota Data Practices Act and/or may be disclosed to third parties. 1 PLANNING & ZONING BOARD AGENDA ITEM 6E STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: May 14, 2025 REQUEST: Otter Crossing South Final Plat CASE NUMBER: FP2025-0002 APPLICANT: TYME Properties, LLC Attn: Paul Schreier 3435 Labore Road, Suite 150 Vadnais Heights, MN 55110 OWNER: Same 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 2 • 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 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. 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; 3 The final plat substantially conforms with the preliminary plat. (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. 4 RECOMMENDATION Staff recommend approval of the Otter Crossing South final plat with 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. The following items shall be addressed prior to the 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. ATTACHMENTS 1. Preliminary Plat 2. Final Plat 3. 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 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 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM 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 April 15, 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 3. 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 PLANNING & ZONING BOARD AGENDA ITEM 6F STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: May 14, 2025 REQUEST: Linda Avenue Addition Final Plat CASE NUMBER: FP2024-0004 APPLICANT: James Christiansen 2 Blue Flag Court North Oaks, MN 55127 OWNER: Same INTRODUCTION The applicant, James Christiansen, submitted a land use application for Linda Avenue Addition final plat. The plat is for two (2) residential lots at the southwest quadrant of Hodgson Road and Linda Avenue located at 6217 Hodgson Road. Tentative Review Schedule: Complete Application Date: March 21, 2025 60-Day Review Deadline: May 20, 2025 60-Day Extension Deadline: July 19, 2025 Environmental Board Meeting: N/A Park Board Meeting: N/A Planning & Zoning Board Meeting: May 14, 2025 Tentative City Council Work Session: June 9, 2025 Tentative City Council Meeting: June 9, 2025 This staff report is based on the following information: • Boundary & Topographic Survey with Resource Inventory prepared by Kurth Surveying, Inc. dated July 16, 2024 2 • Boundary & Topographic Survey with Tree Inventory & Removals prepared by Kurth Surveying, Inc. dated July 16, 2024 • Preliminary Plat prepared by Kurth Surveying, Inc. dated July 16, 2024 • Civil Plan Set prepared by Plowe Engineering, Inc. dated March 12, 2025 • Landscape Plan prepared by Plowe Engineering, Inc. dated July 16, 2024 • Title Commitment • Cost Estimate • Well and Boring Sealing Record • MPCA SSTS Abandonment Reporting Form BACKGROUND On June 10, 2024, the City Council passed Resolution No. 24-69 approving the Linda Avenue Addition 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: Parcel Size Purpose Lot 1, Block 1 22,745 sf Residential Lot Lot 2, Block 1 30,608 sf Residential Lot Hodgson Rd ROW 6,453 sf Road right-of-way TOTAL 59,806 sf An additional 27 ft road right-of-way along CSAH 49 (Hodgson Road) is being dedicated on the plat as required. 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 This is a two (2) lot residential subdivision that will be platted in one phase. (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 cash in lieu of land dedication for one (1) new lot. The lot had an existing house that was recently demolished and will not be charged a park dedication fee. Park Dedication Fees Total # of Lots = 1 x 2025 Park Dedication Fee $3,500 = Total Due $3,500 Title Commitment The City Attorney has reviewed the title commitment and final plat and has no comments. Agreements • Stormwater Maintenance Agreement No stormwater maintenance declaration agreement is required for this site. • Development Agreement A Development Agreement will be prepared by the City. RECOMMENDATION 4 Staff recommends approval of the Linda Avenue Addition final plat with the following conditions: 1. A six (6) ft high privacy fence shall be installed along the east lot line of Lot 2 prior to issuing certificates of occupancy for Lot 2. a. A fence permit is required. The following items shall be addressed prior to the release of the final plat mylars: 1. All comments from the City Engineer memos dated May 7, 2025. ATTACHMENTS 1. Preliminary Plat 2. Final Plat 3. City Engineer Memo dated May 7, 2025 Attachment 1. Preliminary Plat Attachment 2. Final Plat 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Memorandum To: Katie Larsen, Lino Lakes City Planner From: Kris Keller PE, WSB Diane Hankee PE, Lino Lakes City Engineer Date: May 7, 2025 Re: Linda Avenue Addition Preliminary Plat & Civil Plan Review 025258-000 As requested by City staff, WSB reviewed the Final Plat and Civil Plans for the Linda Avenue Addition in Lino Lakes, MN, prepared by Plowe Engineering and received March 21, 2025. Our comments were made on the following documents: •Linda Avenue Addition – Civil Plans prepared by Plowe Engineering, dated March 12, 2025. The following review comments should be responded to in writing by the applicant. There are additional redline comments on the plan set that should be responded to as well. Not all redline comments are in the review memo. Plowe (3/12/2025) responses in red. WSB (5/7/2025) responses and new comments in blue. Engineering •Grading The Linda Avenue Addition grading consists of grading the original single-family lot to create two (2) single-family lots. There is a rural section along both Linda Avenue and Hodgson Road/CSAH 49 with driveway accesses and culverts on Linda Avenue. A drainage swale generally flows clockwise around the lots at minimal grade discharging to the southwest. Comments: 1.Maintain minimum 2% slopes with all drainage swales. (Plowe 4/2/2025) Pads were raised and swales were redone for minimum 2% swales. (WSB 4/18/2025) Complete 2.Provide existing grading information along the shared property line to the west •Provide elevation shots at the base of the adjacent building (Plowe 4/2/2025) Shots Provided (WSB 4/18/2025) Complete Attachment 3. City Engineer Memo dated May 7, 2025 Ms. Katie Larsen 05/07/2025 Page 2 Linda Avenue Addition Engineering Review 3. Call out EOF locations for the culverts across the driveways. (Plowe 4/2/2025) EOF locations are called out (WSB 4/18/2025) Complete 4. End the east side of the western culvert after the driveway and regrade the area to the bottom of the ditch. The driveway elevation should not be extended to the east. (Plowe 4/2/2025) Ditch extended to the west and the culvert was shortened so the driveway cannot be extended eastward. (WSB 4/18/2025) Complete 5. Verify the existing elevations between the rear grading limits and the existing tree line to show that water is able to make it to the tree line. • Currently it is shown as ~1% grade from the 901 to 900 contours (Plowe 4/2/2025) The entire site was regraded including the swales to have at least 2% drainage to the tree line. (WSB 4/18/2025) Complete 6. (WSB 4/18/2025) Low floor elevations of building pads have been lowered from 901.1 to 896.4. • Per city ordinance your low floor needs to be a minimum of 4’ above the seasonal high groundwater. The seasonal high groundwater level shall be determined within 12 months of proposed construction of the structure by a soil scientist or geotechnical engineer registered in the State of Minnesota as indicated by redoximorphic features such as mottling within the soil or by direct groundwater observation. • Stormwater Management Stormwater management is not required under City ordinance. Anoka County Highway Department (ACHD) requires drainage calculations and that the post-developed rate/volume of runoff must not exceed the pre-developed rate/volume of runoff for the 10- year storm event. • Water Supply The proposed water will be supplied by two existing 1-inch Type K copper services extended to the lots from Linda Avenue. Comments: 1. Verify the existing well has been abandoned/sealed per MDH requirements prior to construction. • Note the existing well may be left in place for non-potable irrigation use if MDH setbacks can be met from the proposed utility services. (Plowe 4/2/2025) Two wells on site have been sealed. Documentation is provided as part of this submittal. Ms. Katie Larsen 05/07/2025 Page 3 Linda Avenue Addition Engineering Review (WSB 4/18/2025) Complete 2. Locate the existing curb stops for both houses. • City Public Works requires that both curb stops be replaced. (Plowe 4/2/2025) A note has been made on the Title (C0) and Utility (C2) Sheets. (WSB 4/18/2025) Complete • Sanitary Sewer The proposed sanitary sewer will be supplied by two existing 4-inch diameter Schedule 40 PVC gravity service pipes extended to the lots from Linda Avenue. Comments: 1. Provide proof to the City that the existing septic system has been removed per Anoka County requirements prior to construction (Plowe 4/2/2025) Owner provided proof of removal as part of this submittal (WSB 4/18/2025) Complete • Transportation There is minimal impact to traffic or roads as this development simply splits the existing single-family lot into two smaller single family lots which will not generate significantly more traffic. • Trails and sidewalks There are no existing trails or sidewalks adjacent to the proposed development with none being proposed. • Wetlands and Mitigation Plan Wetlands on the site were delineated and a WCA Notice of Decision was provided. There are no wetland impacts proposed with the project. • Landscaping The Linda Avenue Addition Site Landscape Plan will be reviewed by staff and the City’s Environmental Coordinator. The Environmental Coordinator will provide separate comments. (Plowe 4/2/2025) Comments addressed (see next section) (WSB 4/18/2025) Complete • Floodplain The Linda Avenue Addition does not impact floodplain. • Drainage and Utility Easements Ms. Katie Larsen 05/07/2025 Page 4 Linda Avenue Addition Engineering Review The only existing easement for the lot is a United Power Association easement along the southern 35’ feet of the lot which is to remain across both proposed lots. (Plowe 4/2/2025) Surveyor to update PLAT and associated plans to provide the required easements, ROWs, setbacks, etc. See attachments (BNDY SURVEY- RESOURCE, TREES AND PRE-PLAT) dated 7-16-24. (WSB 4/18/2025) Complete • The proposed Lot 1 will have 10’ in the front, 5’ on the sides, and the 35’ UPA easement in the back. • The proposed Lot 2 will have 10’ in the front, 5’ on the side common with Lot 1, 10’ on the side common to Hodgson Road/CSAH 49 and the 35’ UPA easement in the back. • The applicant is dedicating a drainage and utility easement over the back 35’. This would in the same location as the UPA easement and permissions maybe required. Note that the eastern 17’ of the parent lot will be dedicated for the Hodgson/ CSAH 49 right of way. Anoka County is requiring 27’ (60’ total) dedicated right of way west of centerline. (WSB 4/18/2025) Complete – See Final Plat • Development Agreement A development agreement will be required with the final plat. • Grading Agreement No grading agreement is required for this site. • Stormwater Maintenance Agreement No stormwater maintenance declaration agreement is required for this site. • Permits Required 1. City of Lino Lakes Zoning Permit for Construction (Plowe 4/2/2025) Noted (WSB 4/18/2025) Complete 2. NPDES General Construction Permit (Plowe 4/2/2025) To be applied for prior to construction (WSB 4/18/2025) Complete 3. Anoka County Highway Department (ACHD) permit (if necessary) (Plowe 4/2/2025) Not needed (WSB 4/18/2025) Complete Ms. Katie Larsen 05/07/2025 Page 5 Linda Avenue Addition Engineering Review 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.