Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
20250326 EB Combined Packet
Meeting guidelines on reverse side. ENVIRONMENTAL BOARD AGENDA Wednesday, March 26, 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: February 26, 2025 6. Action Items A. Birchwood Acres Pond Treatment Proposal B. Natures Refuge North PUD Preliminary Plan/Preliminary Plat C. Wilkinson Waters PUD Preliminary Plan/Preliminary Plat i. Wilkinson Water Tree Removal 7. Discussion Items A. Recycling Updates B. Earth Day Event Volunteers at Wargo April 19th 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 4 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. Environmental Board February 26, 2025 Page 1 CITY OF LINO LAKES ENVIRONMENTAL BOARD MEETING 1. CALL TO ORDER AND ROLL CALL Vice Chair Holmes called the Environmental meeting to order at 6:30 p.m. on February 26, 2025. 2. PLEDGE OF ALLEGIANCE 3. APPROVAL OF AGENDA The agenda was approved as presented. There were no additions or deletions to the presented agenda. 4. OPEN MIC Vice Chair Holmes declared open mike at 6:31 p.m. There was no one present for open mike therefore it was closed at 6:31 p.m. 5. APPROVAL OF MINUTES Ms. Nelson made a motion to approve the January 29, 2025 meeting minutes. Motion was seconded by Ms. Buchmeier. Motion carried 6-0. 6. ACTION ITEMS DATE: February 26, 2025 TIME STARTED: 6:30 p.m. TIME ENDED: 7:06 p.m. MEMBERS PRESENT: Shawn Holmes, Lindsay Buchmeier Jonathan Parsons, Elizabeth Larkin, Mary Jo Stevenson, Julia Nelson MEMBERS ABSENT: Alexander Schwartz STAFF PRESENT: Thomas Hoffman, Marissa Ertel Environmental Board February 26, 2025 Page 2 DRAFT MINUTES A. Otter Crossing South Preliminary Plat & Aldi Concept Plan Review The owner, CLino, LLC, is proposing a commercial development located on the SE corner of I-35 and Main Street. Parcel 24-31-22-13-0005 is approximately 27.01 acres with the Aldi site proposing 2.84 acres. The property is zoned General Business District (GB) and the proposed grocery store is a permitted use under this zoning. The existing site consists of three parcels totaling 27.01 acres. The site is currently composed of three adjacent parcels, which are zoned General Business. There is one parking lot, wetland areas, and agricultural fields. Ms. Buchmeier had a question about whether this is the last time we see this site or review it and had concerns for the Blandings turtles. Mr. Hoffman let her know this would be the last time we would see this unless there are more recommendations. Ms. Holmes had questions about whether there would be impacts to the wetlands on site. Mr. Hoffman stated there will be no impacts to the wetlands on this current site. Ms. Holmes likes the idea of planting native grasses but worries that the companies won’t maintain the sites and inquired about ordinances the City has in place to make sure they maintain the wetlands and the native plants. Mr. Hoffman stated the City has more current rules in place requiring developers to maintain vegetation. The City will go out and make sure they are being maintained. The developers have vegetation management companies now as well to follow up. Ms. Buchmeier made motion to approve the staff recommendations. Mr. Parsons seconded the motioned. Motion passed 6-0. 7. DISCUSSION ITEMS A. Peltier Lake Heron Rookery Volunteer Event Mr. Hoffman stated that the event was well attended, and the number of nests increased from last year. B. Earth Day Event Volunteers at Wargo April 19th Environmental Board February 26, 2025 Page 3 DRAFT MINUTES Mr. Hoffman informed the Board that an Earth Day event will be held on April 19, 2025, from 1:00 p.m. to 4:00 p.m. and encouraged Board members to attend. 8. ADJOURN Ms. Nelson made a motion to adjourn the meeting at 7:06 p.m. Ms. Buchmeier seconded. Motion carried 6-0. Respectfully submitted, Marissa Ertel – Office Specialist 1 ENVIRONMENTAL BOARD AGENDA ITEM 6A STAFF ORIGINATOR: Tom Hoffman, Environmental Coordinator MEETING DATE: March 26, 2025 REQUEST: Birchwood Acres Pond Treatment APPLICANT: Mary Sell BACKGROUND City staff has received feedback from concerned residents regarding the aesthetic quality of storm pond RLA-010-B located in Birchwood Acres Park. This pond treats stormwater runoff from nearly 70 properties located primarily on Hawthorn Road and Lonesome Pine Trail in the Park Grove development. Communication has gone back several years to deal with concerns of vegetation, smell, and stormwater management. The main concerns include the vegetation that covers the surface of the pond and odor. The vegetation present on this pond is primarily duckweed, which provides water purification by incorporating nutrients. It is also an important food source for wildlife. The odor is primarily due to decomposition of plants and algae. In response to residents’ concerns, city staff took steps to ensure the pond was functioning properly. The city also initiated water quality sampling to check phosphorous levels in September of 2020. The phosphorous detected was at levels typical for stormwater ponds. The pond was also surveyed in July of 2021 to determine its functionality in terms of stormwater management. The survey and associated analysis found that the pond is functional and does not require additional maintenance at this time. The maintenance recommendation from WSB, the City’s Engineer, was to maintain this pond at its current level. The inlet and outlet structures were deemed functional and not in need of additional maintenance at this time. 2 Staff provided residents with other alternatives to improve water quality and aesthetics of the pond. 1. Good landscaping and yard care habits remain the best tool at the residents’ disposal to limit pollutant loading in the pond. These practices include limiting fertilizer use in lawns, cleaning up after pets, washing vehicles on the lawn rather than the driveway, reducing deicing salt use, and preventing grass and leaves from entering the stormwater system. Most residents living with back yards abutting the pond do have some vegetative buffers in place, which should help limit nutrients from the closest back yards from reaching the lake 2. Mechanical removal of vegetation would involve the physical removal of vegetation with a skimming device or nets. This would remove some of the nutrients from the pond, and it would have similar results to herbicide and algaecide application without the negative impacts associated with chemical use. Residents have expressed interest in treating this pond, citing the aesthetic quality of two ponds on private land nearby that receive treatments with algaecide and herbicide. These are storm pond RLA-013-A, located south of the Red Hawk Trail cul-de-sac, and an unnamed pond located directly north of Birchwood Acres Park ballfield. Residents have petitioned 100% of the adjacent private property of the pond and agreed to share in the cost of treatments privately. There would be no cost to the city for the residents to privately treat the pond. They have received a proposal from Lake Management, Inc. to complete the treatment. The proposal is attached. ANALYSIS The City of Lino Lakes is permitted as a Municipal separate storm sewer system (MS4) through the Minnesota Pollution Control Agency (MPCA). In order to discharge stormwater into the storm sewer system and ultimately into surface waters the city is required to meet six minimum control measures (MCM). MCM 5 requires post construction stormwater management. This relates to the water entering the storm sewer and being treated by city bmp’s or in this case stormwater ponds. Stormwater ponds are designed to capture sediment, nutrients, and other pollutants to settle them out of the water column before discharging to adjacent wetlands, lakes, and streams. Stormwater ponds contain nutrients and through plant growth helps to absorb the phosphorus. This is typical of stormwater ponds and an indication that the pond is 3 performing as intended and capturing pollutants that would otherwise reach surface waters. The concern of treating a city owned pond is that the treatment could have a negative impact of the stormwater leaving the pond. This could lead to pollution and sedimentation downstream. The city would be liable for any impacts caused by the treatment to the cities stormwater management system. DISCUSSION 1. Current proposal does not include treatment application rates. Without testing the water there is no real way of knowing whether adding chemical is necessary. a. Proposal does not include any testing or sampling of the pond b. Homeowners would likely need to have insurance policies for the treatment on city property. 2. Baseline discharge from the pond to track nutrient loading prior to any proposed treatment. a. Monitoring future discharge of a treatment to ensure there aren’t increase levels of sediment, nutrients, or chemicals. 3. City is responsible for ownership, maintenance, and function of the pond. City attorney would need to review any agreements prior to authorization. a. Setting a precedent for treatment of city ponds by private residents. Potential increase in staff time to monitor and permit stormwater treatments. b. City has approximately 300 stormwater ponds within its system. 4. Copper is a common component of many chemicals used to treat ponds. When copper accumulates in sediment it may have to be disposed of at a landfill, which increases cost to the city 5. Herbicides and algaecides have negative impacts on wildlife. Even if acute toxicity may be limited for certain chemicals, chronic, long-term wildlife impacts are more uncertain 6. The treatments do not reduce the pollutant load in the stormwater ponds. Stormwater management function of ponds is not improved through algaecide/herbicide treatments. 7. The plants that grow in these ponds are incorporating pollutants, such as phosphorous, into their tissues. To kill these plants would eliminate the positive water purification impact. 8. Treatments can lead to a accelerated loss of dissolved oxygen within the basin. This can cause mortality to fish, amphibians, insects, and microorganisms. a. Proposal states the company is not liable for fish kills. b. No testing of dissolved oxygen could kill organisms that are currently breaking down organic matter. RECOMMENDATION 4 Environmental Board recommendations for treatment of city storm pond RLA-010-B for private treatment forwarded City Council with the following comments: 1. ATTACHMENTS 1. Project Location 2. Petition on signatures 3. Letter to residents 4. Proposal Pond at Birchwood Park – List of Residents Karen Jamison & Gunilla Ekeling 526 Linden Lane KJAMI@comcast.net 651-231-4712 Jim & Cindy Sandberg 530 Linden Lane JJSandberg@q.com ? Leo & Jean Dehmer 534 Linden Lane Leo_Dehmer@hotmail.com 651-769-4215 Robert & Mary Olson 538 Linden Lane bertmaryolson@comcast.net 651-486-9892 Aleksey Kurdyumov 542 Linden Lane ALKurdyumov@gmail.com 651-793-8053 Hope & Kim Kuck 546 Linden Lane kimskuck@gmail.com ? Shelly Stetson 550 Linden Lane liveformypatio@yahoo.com 612-859-1833 Jim and Cathey Schorzmann 552 Linden Lane waldo55014@yahoo.com 651-366-7002 John Gray 556 Lonesome Pine Trail ? 651-414-0933 Tom & Julie Cutts 560 Lonesome Pine Trail trcutts@gmail.com 612-655-5575 Curt & Mary Sell 564 Lonesome Pine Trail mkaysell@msn.com 612-802-0877 Pat & Kathy Huelman 570 Lonesome Pine Trail phuelman@umn.edu 651-484-1427 Memorandum To: Residents Near Birchwood Acres Pond From: Andy Nelson, Environmental Coordinator Date: 5/16/22 Re: Birchwood Acres Pond Stormwater ponds are designed to provide water quality and water quantity treatment for stormwater runoff to prevent pollutants from reaching lakes, rivers, and streams. When these ponds are first constructed, the water will be relatively clear because there are initially few pollutants. As fertilizer, salt, pet waste, and other pollutants accumulate over time, the ponds can become green and may have an odor. This is typical of stormwater ponds and an indication that the pond is performing as intended and capturing pollutants that would otherwise head to surface waters. City staff have received feedback from concerned residents regarding the aesthetic quality of storm pond RLA-010-B located in Birchwood Acres Park. This pond treats stormwater runoff from nearly 70 properties located primarily on Hawthorn Road and Lonesome Pine Trail in the Park Grove development. The main concerns include the vegetation that covers the surface of the pond and odor. The vegetation present on this pond is primarily duckweed, which provides water purification by incorporating nutrients. It is also an important food source for wildlife. The odor is primarily due to decomposition of plants and algae. In response to residents’ concerns, city staff took steps to ensure the pond was functioning properly. The city also initiated water quality sampling to check phosphorous levels in September of 2020. The phosphorous detected was at levels typical for stormwater ponds. The pond was also surveyed in July of 2021 to determine its functionality in terms of stormwater management. The survey and associated analysis found that the pond is functional and does not require additional maintenance at this time. The maintenance recommendation from WSB, the City’s Engineer, was to maintain this pond at its current level. The inlet and outlet structures were deemed functional and not in need of additional maintenance at this time. Residents have expressed interest in treating this pond, citing the aesthetic quality of two ponds on private land nearby that receive treatments with algaecide and herbicide. These are storm pond RLA-013-A, located south of the Red Hawk Trail cul-de-sac, and an unnamed pond located directly north of Birchwood Acres Park ballfield. Staff is not in favor of chemical treatment of the pond for the following reasons: 1. Copper is a common component of many chemicals used to treat ponds. When copper accumulates in sediment it may have to be disposed of at a landfill, which increases cost to the city. 2. Herbicides and algaecides have negative impacts on wildlife. Even if acute toxicity may be limited for certain chemicals, chronic, long-term wildlife impacts are more uncertain. 3. The treatments do not reduce the pollutant load in the stormwater ponds. Stormwater management function of ponds is not improved through algaecide/herbicide treatments. 4. The plants that grow in these ponds are incorporating pollutants, such as phosphorous, into their tissues. To kill these plants would eliminate the positive water purification impact. Staff have provided a few options that residents could undertake to improve the aesthetics of the pond: 1. Good landscaping and yard care habits remain the best tool at the residents’ disposal to limit pollutant loading in the pond. These practices include limiting fertilizer use in lawns, cleaning up after pets, washing vehicles on the lawn rather than the driveway, reducing deicing salt use, and preventing grass and leaves from entering the stormwater system. Most residents living with back yards abutting the pond do have some vegetative buffers in place, which should help limit nutrients from the closest back yards from reaching the lake. 2. Install an aerator to improve circulation of water and aid decomposition of organic matter. 3. Mechanical removal of vegetation would involve the physical removal of vegetation with a skimming device or nets. This would remove some of the nutrients from the pond, and it would have similar results to herbicide and algaecide application without the negative impacts associated with chemical use. If residents are still interested in chemical treatments of this pond, this may be an option on a pilot basis, pending City Council approval, given the following conditions: 1. Treatments will be 100% funded by residents choosing to participate. 2. A majority of residents abutting the pond must be in agreement. If residents are in favor of pursuing the option of chemical treatments, please send a form with signatures of all residents who are in favor to: Andy Nelson Environmental Coordinator ANelson3@linolakes.us LAKE MANAGEMENT, INC. Minnesota Operations 10400 185th Street North Marine on St. Croix, MN 55047 (651) 433-3283 Phone Fax # (651) 433-5316 Email: info@lakemanagementinc.com PROPOSAL FOR AQUATIC NUISANCE MANAGEMENT PROGRAM 2025 Submitted to: Date: September 11, 2024 Mary Sell 564 Lonesome Pine Trail Phone: (612) 802-0877 Lino Lakes, MN 55014 Email: mkaysell@msn.com Lake Management, Inc. proposes to furnish at its expense, all of the necessary materials, subject to state and federal regulations, equipment and labor as well as to direct and administer treatment as needed for the control of the excessive growth of submerged and floating aquatic weeds and algae in th e water area described as follows: 2025 Aquatic Management Program – Pond (2.5a) located at 564 Lonesome Pine Trail, Lino Lakes, MN Seasonal Maintenance Program…………………………………………………………….$2,038.00 Two-week inspection/application intervals, mid-May through mid-September. Includes phosphorus binding applications for nutrient reduction. Bio-augmentation applications included for sediment reduction and water clarity. Aquatic colorants/dyes included and applied upon request. Lake Management uses only EPA approved, Minnesota DNR allowed products. In consideration of the goods and materials furnished, use of equipment and services rendered, payment is to be: Two Thousand Thirty-Eight and 00/100 Dollars ($2,038.00) Terms: Net April 1, 2025 Note: Our seasonal contract begins approximately May 15th and ends September 15th. If applications are required outside of seasonal contract dates or an additional treatment is requested, a minimum $249.00 charge may apply. Questions about our program or special requests should be directed to: Mike O’Connell at (651) 433-3283. In rare cases, large amounts of decomposing algae could cause a reduction in dissolved oxygen, placing fish at risk. While loss of fish is extremely rare, Lake Management Inc. cannot be responsible for such an occurrence. Please notify Lake Management if fish are present. Lake Management, Inc. carries insurance for both liability and property damage and workers’ compensation and will, upon request, confirm that coverage by certificates issued to the customer. This proposal may be withdrawn by Lake Management, Inc. if not accepted within 30 days. ACCEPTANCE OF PROPOSAL The above payment and conditions are satisfactory and are accepted. Lake Management, Inc. is authorized to conduct the management program described above. Payment will be made as indicated above. Signature Date Representing 1 ENVIRONMENTAL BOARD AGENDA ITEM 6B STAFF ORIGINATOR: Tom Hoffman, Environmental Coordinator MEETING DATE: March 26, 2025 REQUEST: Natures Refuge North PUD Preliminary Plan/Preliminary Plat APPLICANT: M/I Homes of Minneapolis, LLC OWNER: KCR Investments BACKGROUND Natures Refuge North is a proposed residential subdivision on approximately 59 acres located north of the Natures Refuge development on Main Street. The Environmental Board first reviewed a concept plan for the project at the October 25th, 2023, meeting. Since the initial review the developer, M/I Homes, has been working through advisory board, City Council and neighborhood comments to further explore the feasibility of the project. In April of 2024, the Environmental Board, staff and developer discussed a potential collaborative effort to address tree mitigation requirements. That discussion centered on the idea of restoring/establishing the native plant to resemble historical conditions. This would include developing a long-term management and stewardship plan for the open space. In August of 2024, the Environmental Board reviewed another concept plan of the area. Due to concerns over support, uncertainty over the restoration outcome and measurement of success, along with neighborhood desire to preserve a more intact wooded area, M/I Homes refocused design efforts on minimizing impacts. The revised plan prioritizes open space preservation, minimizes the development footprint and results in a substantial reduction in tree removal. M/I Homes is currently proposing a 93-lot subdivision, that: 1. Provides approximately 8.5 acres of wooded open space adjacent to the Arena Acres neighborhood. 2 2. Preserves approximately 34 acres of open space in perpetuity as private open space under a conservation easement in lieu of tree mitigation while still providing a per lot payment in lieu of park dedication. 3. Creates an association-maintained neighborhood plan designed for empty nesters and seniors looking for single level living. 4. Proposes a three tree per lot tree replacement. This staff report is based on the following information: • Civil Plan Set prepared by Carlson Engineering dated March 5, 2025 • Report of Geotechnical Explorations prepared by Haugo GeoTechnical Services dated November 22, 2023 • Stormwater Management HydroCAD Report prepared by Carlson Engineering ANALYSIS Through the concept planning process, the development team and City have attempted to find a balance between achieving the desired public values while still maintaining an economically viable project. This is consistent with the City’s Handbook for Environmental Planning and Environmental Design (1999) and subsequent Parks, Natural Open Space/Greenways and Trail System Plan (2004) that recognized the need to address competing objectives. The documents were based on the following planning model: While preservation of trees has been the primary discussion point of this project there is no guarantee that, absent development, those trees remain. 3 Through this planning process the City has leveraged its regulatory process to maximize public benefits. The City preserves a large part of the site in its existing state as preferred by abutting property owners. The City continues to expand a connected greenway system linking with adjacent property that can be expanded in the future. At the same time both the property owner and developer can make reasonable use of the property consistent with the City’s Comprehensive Plan. The proposed design provides other benefits including: 1. Reduction of overall site disturbance. 2. Reduction in infrastructure. The current plan reduces the road length nearly 1,000 feet over the previous design, also reducing water main and sanitary sewer infrastructure. 3. Less hardscape and manicured turf than what would be allowed in a larger lot configuration. 4. Opportunity for stormwater reuse system for lawn irrigation. Rare, Unique, or Significant Resources An initial habitat assessment was conducted by MNR in September 2023 after which follow-up surveys for the 2024 field season were recommended. Accordingly, MNR completed surveys in May and July 2024 resulting in observations during the early and mid-growing seasons. In total six species of threatened or endangered species were found onsite and are listed in the table below: Species Classification Rubus fulleri Threatened Rubus semisetosus Threatened Trichophorum clintonii Threatened Viola lanceolata Threatened Rubus stipulates Endangered Carex pallescens Endangered A take permit application has been submitted to DNR for proposed impacts to onsite protected plant species. Opportunities for transplant of some species to the adjacent Wollan’s Park wetland bank with approval from the DNR. Stockpiling and using existing topsoil onsite will help preserve native plant communities and possibly extend the range of threatened species. Federal Rare Species Considerations Review of the USFWS information for planning and Consultation (IpaC) website identified the following species for review. 4 Species Classification Disturbance Monarch Butterfly Candidate No Effect Salamander Mussel Endangered No Effect Tricolored Bat Endangered Not Likely to Adversely Affect Whooping Crane Experimental No Effect A Blanding’s turtle avoidance plan will be submitted as part of the future replacement plan application. Surmountable curb is being proposed through out the development to allow turtles access to the boulevards without trapping them in the curb line. Removal of trees will be completed outside of the window for Northern Long Ear bats to be roosting. The removals completed outside of the pup rearing for roosting or nesting bats. Stormwater Management A stormwater management plan and hydroCAD modeling has been submitted and is being reviewed by the City Engineer. Based on preliminary soil borings it appears the site will be conducive to infiltration practices. Soil groups A and B are shown primarily through the site are recommended for infiltration. It appears that there will also be separation from ground water. Stormwater reuse for irrigation should be explored for the proposed development. The larger pond will remain private and is used for rate control and primiarily over excavated for fill to be used onsite. The City will take over the basins that provide public storm sewer treatment. Flood Plain Site does not fall within the flood management zone. Shoreland District The site does not fall within the Shoreland District. Wetlands 16 wetlands were delineated within the project area by Kjolhaug Environmental in September of 2023 and submitted through the WCA process. Eight wetlands are proposed to be impacted during the course of the proposed project. Approximately 1.93 acres is proposed as permanent wetland impacts. Mitigation will be required at 2:1 replacement for wetlands 2A, 2B, and 13, a ratio of 1.5:1 for wetlands 6A, 6, 8, 9, and 12. 5 Two other alternatives were identified to limit potential impacts. Based on site constraints alternative three was identified to move forward. Alternative three preserves all of 8 wetlands (4+ acres) and preserves City High Priority Wetlands. A replacement/Compensatory Mitigation plan will be required for the proposed impacts. Greenway System, Parks and Trails The 2040 Comprehensive Plan for this property shows natural resource conservation areas over the larger wetlands and open space. A community park is also proposed within the comp plan. In lieu of a dedicated park the city will be collecting funds for the park and open space fund to be used for a future park or renovations within the area. Trail easements will be in place over the conservation easements and have public access connections to the existing neighborhood and future expansions Ultimately the goal is to provide a green corridor extension from the south and west to Wollan park. Restoration has been completed within Wollan park and extending greenway corridors throughout the area will benefit the overall biodiversity and open opportunities for additional restoration and native plant communities. Alternative Urban Areawide Review (AUAR) Considerations The site is not within a AUAR environmental review boundary. Drinking Water Protection The site is not within the Drinking Water Supply Management Area (DWSMA). The site will be connected to City sewer and water. Utility staging for the area is Stage 1A (2018- 2025) and Stage 1B (2025-2030). Tree Preservation and Mitigation Standards The purpose of these standards is to protect valuable trees and stands of vegetation while not interfering with landowners’ reasonable use and development of property. The goal is to minimize unnecessary loss of habitat, biodiversity, and forest resources and to replace removed trees in areas where tree cover is most critical. A tree survey was performed that identified: Total Trees Surveyed 6009 Trees Removed (BUA) 457 Trees Removed (non-BUA) 2977 6 The majority of trees on site are aspen with a mix of birch, oak, maple, and red pine. As discussed at the August 2024 meeting the applicant is requesting dedicating approximately 34 acres of space for tree preservation and future management. The applicant agrees to plant a minimum of 3 trees per lot throughout the development. One boulevard tree is required per lot. Staff will work with the developer on the two remaining trees to ensure that there aren’t conflicts with infrastructure and over planting. Tree Preservation and Mitigation Standards have been met with the dedication of open space for preservation. 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. Topsoil salvaged from the area prior to construction will be spread over the new ponds and open space. The established seed bank should provide native species to thrive along with native seed mix. In order to allow sunlight to promote growth of the existing rare and unique species onsite minimal tree planting is being requested through out the open space. Sparce plantings of oaks will be planted as buffers adjacent to the stormwater pond and for screening. However the existing pipeline easement and storm sewer pipes make planting and management of trees less desirable in these locations. Open Areas Landscape Standards have been met. Buffer and Screen Standards Residential developments are not subject to these standards. Canopy Cover Canopy cover requirements do not apply to single-family residential developments. Trees Preserved 2455 Mitigation Trees Required 292* 7 Foundation Landscaping Foundation landscaping standards do not apply to single family residential development 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. Topsoil from the site shall be stockpiled and stored onsite. Final grading should incorporate the topsoil into the open space and natural areas to preserve the existing seed bank. Low maintenance turf should be evaluated through out the development. Ground covers should be drought resistant to reduce the need for irrigation use. Lighting The purpose of the lighting requirements in the Zoning Code is to reduce light pollution, promote energy conservation, and increase nighttime safety, utility, security, and productivity. Lighting is reviewed by the City Planner. Per Section 1007.043(6)(d), no light source shall exceed 1.0 foot candle onto right of way or 0.4 foot candle onto adjacent property. Recycling Curbside solid waste and recycling will be required for new homes within the development. RECOMMENDATION Staff recommends that the Natures Refuge North PUD Preliminary/Preliminary Plat Plan be forwarded to the Planning and Zoning Board and City Council with the following comments: 1. Coordinate with the Rare Plant Rescue group (contact Carrie Taylor at Anoka Conservation District) to allow for transport of any rare plants for which impact is unavoidable to a donor site, such as Wollan’s Park Wetland Bank in Lino Lakes. 8 2. Show minimal plantings of oaks along the two stormwater ponds. These areas are to remain largely unplanted to encourage native plant species. A few oaks should be scattered around the basin to provide soil stabilization and screening. 3. 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 c. Stormwater Pond 500 and 600 are shown to be collecting drainage from wetland overflows. Verify basins are sized to handle additional runoff i. Credit is not given for drainage from the wetlands that is directed to the stormwater ponds 4. City Tree Protection Fence detail should be added to the plan sheet. Standard detail Gen-27 5. Trees scheduled to be preserved must have Tree Protection Fence installed in accordance with City tree protection fence detail. 6. Ash trees preserved will not provide any existing tree credit. All ash trees should be removed unless noted they are and will continue to be treated for EAB on two-year rotations 7. Seed mixes should be updated to MNDOT seed mix design numbers for final plans. Please provide more site-specific mixes for each location. Currently showing wet ditch planting for stormwater areas and tall grass roadside mix for buffer locations. 8. Low maintenance turf should be evaluated through out the development. Ground covers should be drought resistant to reduce the need for irrigation use. 9. Add a note to the landscape plan to stockpile topsoil and preserve during the project. Topsoil should be spread over the open space and natural areas to promote the existing seed bank and encourage native plants. 10. 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 9 b. Final erosion and sediment control will be reviewed with future submittals 11. Wetlands 30 and 35 are outside of the WMC buffer area. These wetlands appear to be outside of the area of disturbance. Staff recommends extending buffers around both wetlands as much as possible. Combining the buffer between the two wetlands would add the most protection and add additional wildlife benefits. 12. Confirm wetland outlets are above the HWL for the wetlands and will not affect hydrology during final design. 13. The Andall St connection should have the minimum width as derived from the traffic study to allow for emergency services. Reduction of the road width will preserve wetlands and trees through the corridor. a. Trail connections should be provided along with water stubs for fire prevention. 14. Tree removal should be completed in the fall or winter to minimize impacts to migrating or nesting bat populations 15. Provide a Blandings turtle mitigation plan, surmountable curb is provided to allow turtles access off of the roads. 16. Submit the approved MN DNR Take Permit ATTACHMENTS 1. Project Location 2. Natures Refuge North Civils 3. Natures Refuge Rare Plant Survey 4. Project Narrative Legend Parcels October 19, 2023 Map Powered By Datafi ± 1 in = 500 Ft Natures Refuge North Aerial Photo COVER 1 Know what's below. before you dig.Call R VICINITY MAP 35W Natures Refuge North Lino Lakes, Minnesota ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_cover.dwgSave Date:03/04/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 15 N A T U R E S R E F U G E A R E N A A C R E S OWNER: OWNER: OWNER: OWNER: OWNER: OW N E R : OWNER: OWNER: OW N E R : OW N E R : OW N E R : OW N E R : OW N E R : OW N E R : OWNE R : OWNER: OWNE R :OWNE R : OWNER : OWNE R : OWNE R : OWNER: OW N E R : OW N E R : HA Y W O O D D R I V E ANDALL STREET OW N E R : OW N E R : f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\survey\pre-plat\5412-03_xcon.dwgSave Date:03/04/25 of DRAWN BY: ISSUE DATE: FILE NO: Revisions: P R E L I M I N A R Y 15 2 LEGEND bjs 3/4/2025 957 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota Thomas R. Balluff, L.S.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 Print Name: Signature: Date:License #:3/4/2025 40361 D R A F T EXISTING CONDITIONS OWNER: OWNER: OWNER: OWNER: OWNER: OW N E R : OWNER: OWNER: OW N E R : OW N E R : OW N E R : OW N E R : OW N E R : OW N E R : OWNE R : OWNER: OWNE R :OWNE R : OWNER : OWNE R : OWNE R : OWNER: OW N E R : OW N E R : OW N E R : HA Y W O O D D R I V E ANDALL STREET OW N E R : ST R E E T C H A Y W O O D STREET D ST R E E T B STREET A DRIVE f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\survey\pre-plat\5412-03_preplat index.dwgSave Date:03/04/25 of DRAWN BY: ISSUE DATE: FILE NO: Revisions: 15 3 LEGEND NJS 957 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota Thomas R. Balluff, L.S.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 Print Name: Signature: Date:License #:40361 SITE DATA SEE S H E E T 7 SETBACK DATA SEE S H E E T 5 SEE S H E E T 4 SEE S H E E T 6 PRELIMINARY PLAT INDEX3/4/2025 3/4/2025 OWNER: OWNER: OWNER: OWNER: OW N E R : OW N E R : OWNER : S T R E E T C HAY W O O D DRIVE f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\survey\pre-plat\5412-03_preplat.dwgSave Date:03/04/25 of DRAWN BY: ISSUE DATE: FILE NO: Revisions: 15 4NJS 957 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota Thomas R. Balluff, L.S.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 Print Name: Signature: Date:License #:40361 3/4/2025 3/4/2025 PRELIMINARY PLAT OWNER: OWNER: OWNER: OWNER: OWNER: OW N E R : OWNER : S T R E E T C STREET D S T R E E T C f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\survey\pre-plat\5412-03_preplat.dwgSave Date:03/04/25 of DRAWN BY: ISSUE DATE: FILE NO: Revisions: 15 5NJS 957 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota Thomas R. Balluff, L.S.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 Print Name: Signature: Date:License #:40361 PRELIMINARY PLAT3/4/2025 3/4/2025 OWNER: OWNER: OWNER: OW N E R : OWNER: OWNER: OW N E R : OW N E R : OW N E R : S T R E E T C ST R E E T B STREET A f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\survey\pre-plat\5412-03_preplat.dwgSave Date:03/04/25 of DRAWN BY: ISSUE DATE: FILE NO: Revisions: 15 6NJS 3/4/2025 957 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota Thomas R. Balluff, L.S.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 Print Name: Signature: Date:License #:40361 PRELIMINARY PLAT 3/4/2025 OW N E R : OW N E R : OW N E R : OWNER: OWNER: OWNER: OWNER: OWNER: OWNER: OWNER: S T R E E T C STREET D STREET A S T R E E T C f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\survey\pre-plat\5412-03_preplat.dwgSave Date:03/04/25 of DRAWN BY: ISSUE DATE: FILE NO: Revisions: 15 7NJS 957 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota Thomas R. Balluff, L.S.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 Print Name: Signature: Date:License #:40361 PRELIMINARY PLAT3/4/2025 3/4/2025 SITE PLAN LEGEND ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_site.dwgSave Date:03/07/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 15 PRELIMINARY SITE & UTILITY PLAN 8 Know what's below. before you dig.Call R ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_grade.dwgSave Date:03/05/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 15 GRADING INDEX 9 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_grade.dwgSave Date:03/05/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 15 PRELIMINARY GRADING & EROSION CONTROL PLAN 10 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_grade.dwgSave Date:03/05/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 15 PRELIMINARY GRADING & EROSION CONTROL PLAN 11 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_grade.dwgSave Date:03/05/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 15 PRELIMINARY GRADING & EROSION CONTROL PLAN 12 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_grade.dwgSave Date:03/05/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 15 PRELIMINARY GRADING & EROSION CONTROL PLAN 13 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_details.dwgSave Date:03/04/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 15 DETAILS 14 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_details.dwgSave Date:03/04/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 15 DETAILS 15 FR A M E CU R B FR A M E ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_resource inventory exhibit.dwgSave Date:03/03/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 152 R1 RESOURCE INVENTORY A R E N A A C R E S ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_resource inventory exhibit.dwgSave Date:03/03/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 152 R2RESOURCE INVENTORY WITH AERIAL IMAGERY N A T U R E S R E F U G E TREE PRESERVATION INDEX T5 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_tree_plan - new tree rules.dwgSave Date:03/05/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: #5412-03 NATURES REFUGE NORTH Lino Lakes, Minnesota M/I HOMES 5354 Parkdale Drive St. Louis Park, MN 55416 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 3/4/25 56346 JJO 3/4/25 Ryan J. Ruttger, RLA RJR T1 BENCHMARK Know what's below. before you dig.Call R VICINITY MAP 35W TREE PRESERVATION PLAN T5 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_tree_plan - new tree rules.dwgSave Date:03/05/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: #5412-03 NATURES REFUGE NORTH Lino Lakes, Minnesota M/I HOMES 5354 Parkdale Drive St. Louis Park, MN 55416 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 3/4/25 56346 JJO 3/4/25 Ryan J. Ruttger, RLA RJR T2 TREE PRESERVATION PLAN T5 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_tree_plan - new tree rules.dwgSave Date:03/05/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: #5412-03 NATURES REFUGE NORTH Lino Lakes, Minnesota M/I HOMES 5354 Parkdale Drive St. Louis Park, MN 55416 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 3/4/25 56346 JJO 3/4/25 Ryan J. Ruttger, RLA RJR T3 TREE PRESERVATION PLAN T5 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_tree_plan - new tree rules.dwgSave Date:03/05/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: #5412-03 NATURES REFUGE NORTH Lino Lakes, Minnesota M/I HOMES 5354 Parkdale Drive St. Louis Park, MN 55416 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 3/4/25 56346 JJO 3/4/25 Ryan J. Ruttger, RLA RJR T4 T5 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412.03_tree_mitigation - new tree rules.dwgSave Date:03/05/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: #5412-03 NATURES REFUGE NORTH Lino Lakes, Minnesota M/I HOMES 5354 Parkdale Drive St. Louis Park, MN 55416 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 3/4/25 56346 JJO 3/4/25 Ryan J. Ruttger, RLA RJR TREE MITIGATION BENCHMARK T5 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\landscape\5412-03_landscape.dwgSave Date:03/04/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 3/4/25 RJR 3/4/25 Ryan J. Ruttger, RLA 56346 RJR #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 4 PRELIMINARY LANDSCAPE PLAN L1 Know what's below. before you dig.Call R 2 PP 1 OB 2 JL 4 RM 6 BB 8 HB 1 OB 3 CA 3 FM 3 OB 4 SB 2 JL5 RM 3 WP 2 RB 3 KC 2 BF 2 BH 2 BF 3 KC 4 WP 3 FM 1 PP 5 WO 3 CA 2 PP 1 HO 5 BH 4 JL 3 RM 4 SB 5 WO 3 WP 3 HT 7 HL 2 OB 4 CA 4 JL 4 FM 5 BL 5 BB 4 RM 4 AE 3 SB 4 JL 3 CA 4 FM 10 AE 6 HT 5 JL 11 BL 2 OB 4 BB 4 SB 2 CA 2 FM 1 WP 1 HO 2 RB 4 BF 4 WO 4 WP 4 KC 2 BF 4 KC 1 HO 2 RB 3 PP 1 HO 6 BF 6 BH 2 WO 6 RB 3 PP ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\landscape\5412-03_landscape.dwgSave Date:03/04/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 3/4/25 RJR 3/4/25 Ryan J. Ruttger, RLA 56346 RJR #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 4 PRELIMINARY LANDSCAPE PLAN L2 1 WP 2 HL 2 PP 2 CA 2 FM 3 SB 8 WO 4 HT 1 OB 2 JL 4 RM 6 BB 8 HB 1 OB 3 CA 3 FM 3 OB 4 SB 2 JL5 RM 3 WP 2 RB 3 KC 2 BF 2 BH 1 WP 3 HL 2 BF 3 KC 4 WP 2 HL 2 BH 4 JL 3 RM 4 SB 5 WO 3 WP 3 HT 7 HL 2 OB 4 CA 4 JL 4 FM 5 BL 5 BB 4 RM 4 AE 3 SB 4 JL 3 CA 4 FM 10 AE 6 HT 5 JL 1 HO 2 RB 4 WP 4 KC 2 BF 1 HO 6 BF 6 BH 2 WO PRELIMINARY LANDSCAPE PLAN L3 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\landscape\5412-03_landscape.dwgSave Date:03/04/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 3/4/25 RJR 3/4/25 Ryan J. Ruttger, RLA 56346 RJR #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 4 EXISTING GRADE GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE PLANTING SOIL MIXTURE (SEE SPEC.) MINIMUM 1/2 WIDTH OF ROOT BALL 4"-6" SHREDDED BARK MULCH UNDISTURBED OR STABILIZED SUBSOIL NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) @ 180° O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM ORIENTATION OF GUY LINES AND STAKES 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 6. WATER TO SETTLE PLANTS AND FILL VOIDS. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. 8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING PLAN TREE WRAP BACKFILL MIX PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) DOUBLE STRAND 12 GAUGE WIRE 8" 2-PLY NYLON STRAPS 8' STEEL TEE POST- 4 INCHES HARDWOOD MULCH FROM TOP 1/3 OF THE BALL REMOVE BURLAP & ROPE UNDISTURBED SUBSOIL 4 INCH DEEP SAUCER NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. 12" 6" 2' ( M I N . ) 6" 6"3 REQUIRED AT 120 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER TREES RM 16 Acer rubrum `Northwood`Northwood Red Maple 2" Cal.B&B FM 18 Acer x freemanii `Sienna`Sienna Glen Maple 2" Cal.B&B RB 12 Betula nigra Clump Form, 2" Cal Equivalent River Birch Multi-Trunk 8` Ht.B&B HB 8 Celtis occidentalis Common Hackberry 2" Cal.B&B HL 14 Gleditsia triacanthos inermis `Harve`Northern Acclaim Thornless Honey Locust 2" Cal.B&B KC 14 Gymnocladus dioica `Espresso`Kentucky Coffeetree 2" Cal.B&B WO 24 Quercus bicolor Swamp White Oak 2" Cal.B&B HO 4 Quercus x macdanielii `Clemons` TM Heritage Oak 2" Cal.B&B BL 16 Tilia americana `Boulevard`Boulevard Linden 2" Cal.B&B AE 14 Ulmus americana `Princeton`American Elm 2" Cal.B&B CONIFEROUS TREES BF 16 Abies balsamea Balsam Fir 6` Ht.B&B BH 15 Picea glauca densata Black Hills Spruce 6` Ht.B&B PP 11 Pinus ponderosa Ponderosa Pine 6` Ht.B&B WP 17 Pinus strobus White Pine 6` Ht.B&B ORNAMENTAL TREES OB 9 Aesculus glabra 'JN Select' TM Early Glow Ohio Buckeye 1.5" Cal.B&B SB 18 Amelanchier x grandiflora `Autumn Brilliance` Clump Form, 1.5" Cal Equivalent Autumn Brilliance Serviceberry 7` Ht.B&B BB 15 Carpinus caroliniana Native Blue Beech 1.5" Cal.B&B HT 13 Crataegus crus-galli `Inermis`Thornless Hawthorn 1.5" Cal.B&B CA 17 Malus x `Prairifire` Red Flowers Prairifire Crabapple 1.5" Cal.B&B JL 21 Syringa reticulata `Ivory Silk` White Flowers Ivory Silk Japanese Tree Lilac 1.5" Cal.B&B GROUND COVERS SOD 85,534 sf Turf Sod Bluegrass Kentucky Bluegrass sod TI 74,085 sf Type I - Turf Seed Mix Refer to notes for acceptable seeding methods Seeding Rate 200 lb/ac MnDOT Residential Turfgrass (RT)seed TII 107,530 sf Type II - Native Seed Mix (Buffer) Refer to notes for acceptable seeding methods. Seeding Rate 39 lb/ac MnDOT Southern Tallgrass Roadside (STR)seed TIII 95,516 sf Type III - Stormwater Seed Mix Refer to notes for acceptable seeding methods. Seeding Rate 30.0 lb/ac MnDOT Wet Ditch (WD)seed PLANT SCHEDULE PRELIMINARY LANDSCAPE PLAN L4 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\landscape\5412-03_landscape.dwgSave Date:03/04/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota 3/4/25 RJR 3/4/25 Ryan J. Ruttger, RLA 56346 RJR #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 4 ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_floodplain exhibit.dwgSave Date:03/04/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 151 FLOODPLAIN EXHIBIT F1 Know what's below. before you dig.Call R · · ofof f:\jobs\5401 - 5420\5412-03 - natures refuge north\cad c3d\engineering\preliminary\5412-03_wetland buffer ex.dwgSave Date:03/03/25 Revisions: 1.Print Name: Signature: Date:License #: Drawn: Designed: Date: 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 3/4/25 KRO 3/4/25 Brian J. Krystofiak, P.E. 25063 BJK #5412-03 M/I HOMES OF MINNEAPOLIS, LLC 5354 Parkdale Drive, #100 St. Louis Park, Minnesota 55416 NATURES REFUGE NORTH Lino Lakes, Minnesota 151 W1WETLAND BUFFER EXHIBIT 1032 Seventh Street West, Suite 150 | Saint Paul, MN 55102 | mnrinc.us Emily Becker Land Development & Entitlements Manager M/I Homes of Minneapolis, LLC 5354 Parksdale Drive #100 St. Louis Park, MN 55416 August 16, 2024 Ms. Becker Midwest Natural Resources, Inc. (MNR) is pleased to provide the following rare plant survey report for the Nature’s Refuge site located north of Main Street between Lake Drive and 4th Avenue in Lino Lakes, Anoka County (Figure 1/2). Figure 1. Site Location Project Limits and Existing Background Data The 59-acre project area is in Lino Lakes, Anoka County (NWSE and SWNE quarter-quarter sections in Section 5, Township 31 North and Range 22 West). Background data evaluated before field efforts include the Minnesota Biological Survey (MBS) sites of biodiversity significance data layer and the Minnesota Department of Natural Resources (DNR) - Native Plant Community (NPC) data layer. The layers indicate that the site is not identified as a Site of Biodiversity Significance, nor have any NPCs been mapped within the site boundary. Nature’s Refuge Project – Rare Plant Survey Report – Anoka County, Minnesota 2 Figure 2. Survey Area; Yellow portion added in 2024 The Natural Heritage Inventory database was also reviewed. This was used to determine a list of target rare plant species for the site (Table 1). Table 1. Target Rare Species Scientific Name Common Name State Status Aristida longespica Slimspike Three-awn Endangered Bartonia virginica Yellow Bartonia Endangered Carex pallescens Pale Sedge Endangered Cypripedium arietinum Ram's Head Orchid Threatened Fimbristylis autumnalis Autumn Fimbry Special Concern Gaylussacia baccata Black Huckleberry Threatened Juncus marginatus Marginated Rush Endangered Orobanche uniflora One-flowered Broomrape Threatened Persicaria careyi Carey's Smartweed Special Concern Platanthera flava var. herbiola Tubercled Rein Orchid Threatened Polygala cruciata Cross-leaved Milkwort Endangered Rubus fulleri a bristle-berry Threatened Rubus missouricus Missouri Bristle-berry Endangered Rubus multifer Kinnickinnick Dewberry Special Concern Rubus semisetosus Swamp Blackberry Threatened Rubus stipulatus A Bristle-berry Endangered Rubus vermontanus Vermont Bristle-berry Special Concern Sceptridium rugulosum St. Lawrence Grapefern Special Concern Scleria triglomerata Tall Nutrush Endangered Trichophorum clintonii Clinton's Bulrush Threatened Nature’s Refuge Project – Rare Plant Survey Report – Anoka County, Minnesota 3 Scientific Name Common Name State Status Viola lanceolata Lance-leaf Violet Threatened Xyris torta Twisted Yellow-eyed Grass Endangered Methods An initial habitat assessment was conducted last September (September 15, 2023) by Otto Gockman1 and Heather Jensen1. This effort involved targeting late-season species and assessing the site regarding the potential for species that may have been missed due to the timing of the survey. Follow-up surveys for the 2024 field season were recommended and proposed by MNR. Before conducting field surveys, MNR submitted a rare plant survey protocol to the DNR Endangered Species Coordinator (Appendix A). Follow- up surveys were conducted in May (May 16 and May 20) and July (July 17), and these efforts were led by Jake Walden1 and assisted by junior MNR staff members. Field efforts included collecting a general plant species list (Appendix B), representative site photos, and general site notes. Observed rare plant locations were delineated spatially using points and/or polygons to mark the extent of each given population; single, isolated individuals or clusters of plants were marked with only points. The number of individuals present was counted or estimated, which is included in the associated attribute table. Spatial data collected during this effort was captured in WGS84 spatial reference on Esri ArcGIS Online using the ArcGIS Field Maps mobile application on mobile devices. Sub-meter satellite reception was achieved through Trimble DA2 receivers connected to the Trimble Catalyst service, using a real-time correction service subscription at sub-meter accuracy. Results The majority of the Nature’s Refuge site consists of mesic oak-dominated forest, with a canopy of pin oak (Quercus ellipsoidalis), red oak (Quercus rubra), quaking aspen (Populus tremuloides), black cherry (Prunus serotina), and paper birch (Betula papyrifera). Forest community condition varies across the site, with a native understory and diverse herb layer in some portions, while invasion by buckthorn (Rhamnus spp.), over-browsing, and severe earthworm damage has degraded other portions. In the center of the site is a small stand of planted red pine (Pinus resinosa). There are numerous wetland basins throughout the forest, which are vegetated with a variety of native and non-native graminoids, including Canada bluejoint (Calamagrostis canadensis), tussock sedge (Carex stricta), and reed canary grass (Phalaris arundinacea). An open pipeline corridor bisects the site, containing a natural mix of native and non-native plant species. Two upland openings are present near the center of the site; these openings were tilled prior to the 2024 rare species survey efforts. The habitat adjacent to these openings consists of remnant native vegetation comprising a transitional community between prairie, sedge meadow, and mesic forest. Numerous rare species were observed here and the tilling activity likely resulted in the taking of rare species, though the number of individuals cannot be known. A large fallow field exists in the southeast portion of the site. The northwest corner of this field was also tilled prior to 2024 survey efforts, which resulted in the taking of at least ten lance-leaf violet individuals (Viola lanceolata var. lanceolata), which were observed during the 2023 habitat evaluation. Three Watch-list species, densetuft hairsedge (Bulbostylis capillaris), weak sedge (Carex debilis var. rudgei), and greater poverty rush (Juncus anthelatus), were documented during survey efforts. The densetuft hairsedge was located in a recently tilled opening in the central portion of the project area associated with several other state-listed species; the greater poverty rush was also present in this opening as well as along the margins of the fallow field in the southeast portion of the site, and the weak sedge found throughout the site. Four threatened species, including lance-leaf violet along with a bristle-berry (Rubus fulleri), swamp blackberry (Rubus semisetosus), and Clinton's bulrush (Trichophorum clintonii) were also documented. The 1 DNR Certified Listed Species Surveyor for the Eastern Broadleaf Forest Province Nature’s Refuge Project – Rare Plant Survey Report – Anoka County, Minnesota 4 lance-leaf violet was observed in the southeast portion of the site and associated with the fallow field as previously mentioned. The threatened bristle-berry species (R. fulleri) was located in the same opening where the densetuft hairsedge was located along with the swamp blackberry and Clinton's bulrush. Lastly, the swamp blackberry was additionally located along an open pipeline corridor and also found in several other locations throughout the site. Lastly, two endangered species, pale sedge (Carex pallescens) and a second bristle-berry species (R. stipulatus), were documented. The pale sedge was located throughout the eastern half of the site, whereas the endangered bristle-berry species was located in the same opening as many of the other documented species were found. The locations of these species are illustrated in Figure 3 with additional detail provided in Table 2. Representative photos of the threatened and endangered species are provided in Appendix C. A voucher specimen was collected for each rare species observed, and these will be submitted this fall to the University of Minnesota Herbarium (MIN). Figure 3. Rare Species Locations: weak sedge (white), pale sedge (blue), greater poverty rush (pink), bristle-berry (R. fulleri – pink), swamp blackberry (orange), bristle-berry (R. stipulatus – green), Clinton’s bulrush (teal), and lance-leaf violet (yellow). Table 2. Documented Rare Species Scientific Name Status State Conservation Rank Habitat and Associate Species Estimated No. Bulbostylis capillaris Watchlist No Rank Abundant in recently tilled opening in loose sandy soil. Associate species include Mollugo verticillata, Poa pratensis, Sorghastrum nutans, Rubus sp., and Trifolium sp. 500 Carex debilis var. rudgei Watchlist Vulnerable (S3) Abundant in a variety of habitats including mesic oak forest and wetland transitional communities. Soils sandy. 5000 Carex pallescens Endangered Critically Imperiled (S1) Growing at the edges of clearings adjacent to aspen/oak forest and planted pines, in wetland transitional communities, and in mesic forest. Associate species include Rumex acetosella, Frangula alnus, Poa pratensis, Cornus racemosa, Solidago 168 Nature’s Refuge Project – Rare Plant Survey Report – Anoka County, Minnesota 5 Scientific Name Status State Conservation Rank Habitat and Associate Species Estimated No. gigantea, Potentilla simplex, and Fragaria virginiana. Juncus anthelatus Watchlist No Rank Growing in wetland transitional habitat and moist field edges in sandy soils. Associate species include Agrostis scabra, Carex stricta, Polygala sanguinea, and Juncus tenuis. 500 Rubus fulleri Threatened Critically Imperiled (S1) In remnant wetland transitional community. Associate species include Luzula multiflora, Achillea millefolium, Juncus greenei, Fragaria virginiana, Rumex acetosella, Lespedeza capitata, Sorghastrum nutans, Poa pratensis, Potentilla simplex, Carex pallescens, Carex debilis var. rudgei, Trichophorum clintonii, Populus tremuloides, and Calamagrostis canadensis. 7 Rubus semisetosus Threatened Imperiled (S2) Growing in a variety of habitats in moist, sandy soils, including open wetland transitions, sedge meadow, mesic forest, and in open pipeline right-of-way. Associate species include Luzula multiflora, Achillea millefolium, Juncus greenei, Fragaria virginiana, Potentilla simplex, Carex debilis var. rudgei, Populus tremuloides, Calamagrostis canadensis, and Carex stricta. 3,700 + Rubus stipulatus Endangered Critically Imperiled (S1) In wetland transitional habitat in sandy soil. Associate species include Luzula multiflora, Achillea millefolium, Sorghastrum nutans, Fragaria virginiana, Calamagrostis canadensis, Populus tremuloides, Carex debilis var. rudgei, and Rubus semisetosus. 20 Trichophorum clintonii Threatened Imperiled (S2) Growing at edge of a recently tilled clearing in remnant wetland transitional vegetation. Associate species include Luzula multiflora, Achillea millefolium, Juncus greenei, Fragaria virginiana, Rumex acetosella, Lespedeza capitata, Sorghastrum nutans, Poa pratensis, Potentilla simplex, Carex debilis var. rudgei, Carex pallescens, Populus tremuloides, Calamagrostis canadensis, Rubus semisetosus, and Rubus fulleri. 35 Viola lanceolata var. lanceolata Threatened Imperiled (S2) Growing at the edges of fallow field in transition to wetland. Associate species include Fragaria virginiana, Rumex acetosella, Juncus sp., and Achillea millefolium. 287 Discussion Species with the designation of Watch-list (densetuft hairsedge, weak sedge, and greater poverty rush) are not protected under state law, whereas species listed as endangered or threatened are protected under Minnesota Rules, Parts 6212.1800 to 6212.2300. This law prohibits the taking, importing, transporting, or selling of any part of a threatened or endangered species, and a takings permit through the DNR will be Nature’s Refuge Project – Rare Plant Survey Report – Anoka County, Minnesota 6 required if project impacts are unavoidable. As such, this pertains to the pale sedge, the two bristle-berry species (R. fulleri and R. stipulatus), swamp blackberry, Clinton's bulrush, and lance-leaf violet. Conclusion Surveys resulted in the detection of four state-threatened species and two state-endangered species. We will provide the voucher collections to the DNR’s State Botanist (Welby Smith) for verification. Once the verification is received, we will provide this report along with the spatial/tabular NHIS submittal information to the DNR’s Natural Heritage Program. In closing, please let us know if you have any questions, and we appreciate the opportunity to assist you with this project. Respectfully submitted, Scott A. Milburn, MS Principal Botanist/Founder Midwest Natural Resources, Inc. APPENDIX A Survey Protocol Document 1032 Seventh Street West, Suite 150 | Saint Paul, MN 55102 | mnrinc.us Ms. Lisa Joyal Endangered Species Env. Review Coordinator Minnesota Department of Natural Resources Ecological & Water Resources 500 Lafayette Road St. Paul, MN 55155 May 20, 2024 Ms. Joyal, Midwest Natural Resources, Inc. (MNR) will be conducting follow-up rare plant surveys at the Nature’s Refuge property located north of Main Street between Lake Drive and 4th Avenue in Lino Lakes, Anoka County, Minnesota (NWSE and SWNE quarter-quarter sections in Section 5, Township 31 North and Range 22 West; Figure 11). Figure 1. Site Location Early season surveys are underway, with additional surveys planned for July with the focus on Rubus species. Efforts will focus on rare species associated with wet meadow and fire-dependent forest habitats (Table 1). During field efforts, the Rare Species Survey Process and the Rare Plant Guidance will be followed as required by the DNR. Furthermore, the survey will be conducted by one or multiple staff members approved to conduct rare plant surveys in the Eastern Broadleaf Forest Province. 1 Anoka County Parcels 053222130001/0532122420003 Midwest Natural Resources, Inc. – Nature’s Refuge Property – Rare Plant Survey 2 Any state-listed plant species observed within the survey area will be documented spatially using sub-meter GPS. The exterior extent of a given rare plant population will be delineated in most cases, and the number of individuals will be estimated rather than precise counts. Also, rare plant species will be documented either with representative vouchers (collected specimens of Rubus) or via photos of diagnostic features, assuming a voucher is not collected. The collection of rare Rubus will involve the collection of first-year and second-year biennial canes as requested by the DNR. Figure 2. Site Area (Includes a new addition in yellow which was not evaluated in 2023). Table 1. Target species list Scientific Name Common Name State Status Aristida longespica var. geniculata* Slimspike Three-awn Endangered Bartonia virginica Yellow Bartonia Endangered Carex pallescens Pale Sedge Endangered Cypripedium arietinum Ram's Head Orchid Threatened Fimbristylis autumnalis* Autumn Fimbry Special Concern Gaylussacia baccata Black Huckleberry Threatened Juncus marginatus* Marginated Rush Endangered Orobanche uniflora One-flowered Broomrape Threatened Persicaria careyi* Carey's Smartweed Special Concern Platanthera flava var. herbiola* Tubercled Rein Orchid Threatened Polygala cruciata Cross-leaved Milkwort Endangered Rubus fulleri a bristle-berry Threatened Rubus missouricus Missouri Bristle-berry Endangered Rubus multifer Kinnickinnick Dewberry Special Concern Rubus semisetosus Swamp Blackberry Threatened Midwest Natural Resources, Inc. – Nature’s Refuge Property – Rare Plant Survey 3 Scientific Name Common Name State Status Rubus stipulatus A Bristle-berry Endangered Rubus vermontanus Vermont Bristle-berry Special Concern Sceptridium rugulosum* St. Lawrence Grapefern Special Concern Scleria triglomerata* Tall Nutrush Endangered Trichophorum clintonii Clinton's Bulrush Threatened Viola lanceolata Lance-leaf Violet Threatened Xyris torta Twisted Yellow-eyed Grass Endangered *Late-season target species A summary report will be produced after field efforts have been completed. This document will include information pertaining to survey methods, survey results, report figures/graphics, and appendices (species lists and representative photos). The report, along with the GIS shapefile, associated spreadsheet, and notification that State Botanist Welby Smith has verified our photos or voucher specimens of any rare species documented. Please let us know if you have any questions. Best regards, Scott A. Milburn, MS Principal Botanist/Founder Midwest Natural Resources, Inc. APPENDIX B SPECIES LIST Nature’s Refuge Project – Rare Plant Survey Report – Anoka County, Minnesota Galium boreale Rubus stipulatus Acer ginnala Galium triflorum Rumex acetosella Acer rubrum Geranium maculatum Salix petiolaris Acorus americanus Glechoma hederacea Sanicula sp. Alliaria petiolata Hackelia virginiana Scutellaria galericulata Ambrosia artemisiifolia Ilex verticillata Scutellaria lateriflora Amelanchier sp. Impatiens capensis Solidago canadensis Anemone quinquefolia Iris sp. Solidago gigantea Apocynum androsaemifolium Juncus anthelatus Sorbus decora Aquilegia canadensis Lathyrus ochroleucus Spiraea alba Aralia nudicaulis Leonurus cardiaca Spiraea tomentosa Arisaema triphyllum Lilium michiganense Symphyotrichum lanceolatum Aronia melanocarpa Lonicera dioica Symphyotrichum puniceum Athyrium filix-femina Luzula multiflora Symphyotrichum sp. Bidens frondosa Lycopus americanus Taraxacum officinale Bulbostylis capillaris Lycopus uniflorus Thalictrum dasycarpum Calamagrostis canadensis Lysimachia borealis Thalictrum dioicum Cardamine pensylvanica Maianthemum canadense Thelypteris palustris Carex arctata Maianthemum racemosa Toxicodendron rydbergii Carex buxbaumii Malus sp. Trichophorum clintonii Carex debilis var. rudgei Myosoton aquaticum Trillium cernuum Carex gracillima Oenothera perennis Ulmus americana Carex intumescens Onoclea sensibilis Urtica dioica Carex pallescens Osmorhiza claytonii Uvularia sessilifolia Carex pensylvanica Osmunda claytoniana Vaccinium angustifolium Carex rosea Osmunda regalis Vaccinium caespitosum Carex stricta Parthenocissus vitacea Verbascum thapsus Cicuta maculata Pedicularis canadensis Veronicastrum virginicum Circaea canadensis Persicaria amphibia Viburnum lentago Cirsium arvense Persicaria sagittata Viola cf. blanda Cirsium muticum Phalaris arundinacea Viola cf. grisea Cornus racemosa Polygala sanguinea Viola lanceolata var. lanceolata Corylus americana Populus tremuloides Viola sp. Danthonia spicata Potentilla simplex Vitis riparia Dichanthelium spp. Prenanthes alba Zanthoxylum americanum Diervilla lonicera Prunus serotina Doellingeria umbellata Pteridium aquilinum Dryopteris carthusiana Pyrola elliptica Equisetum arvense Quercus alba Euonymus alatus Quercus ellipsoidalis Eurybia macrophylla Ranunculus abortivus Frangula alnus Rhamnus alnifolia Fraxinus nigra Rhamnus cathartica Fraxinus pennsylvanica Rubus aff. allegheniensis Galeopsis tetrahit Rubus fulleri Galium aparine Rubus semisetosus Species List APPENDIX C Representative Species Photos Nature’s Refuge Project – Rare Plant Survey Report – Anoka County, Minnesota Appendix C-1 Photo of Carex pallescens (Pale sedge) – MN Endangered Photo of Rubus fulleri (Bristle-berry) – MN Threatened Nature’s Refuge Project – Rare Plant Survey Report – Anoka County, Minnesota Appendix C-2 Photo of Rubus semisetosus (Swamp blackberry) – Threatened Photo of Rubus stipulatus (Bristle-berry) – MN Endangered Nature’s Refuge Project – Rare Plant Survey Report – Anoka County, Minnesota Appendix C-3 Photo of Trichophorum clintonii (Clinton’s bulrush) – MN Threatened Photo of Viola lanceolata var. lanceolata (Lance-leaf violet) – MN Threatened NATURES REFUGE NORTH PRELIMINARY PLAT AND PLANNED UNIT DEVELOPMENT PLAN Natures Refuge North Preliminary Plat and Planned Unit Development Plan Submittal Page 1 INTRODUCTION M/I Homes of Minneapolis/St. Paul, LLC (M/I Homes) is submitting an application for a Preliminary Plat and Planned Unit Development (PUD) plan for land north of Natures Refuge. The proposed plan includes 93 villa homes on an approximately 59.30-acre site. The original concept plan for this development was reviewed at by the City in late 2023, and a neighborhood meeting was held in February 2024. With feedback received from both city staff and officials as well as the neighborhood meeting, M/I Homes presented a revised concept plan, consistent with the proposed Preliminary Plat and PUD plan. This revised concept plan was reviewed by the Environmental Board, Planning Commission and City Council in late 2024. That revised concept plan and this proposed Preliminary Plat and PUD Plan accomplish the following: • Approximately 8.5 acres of open space adjacent to the Arena Acres neighborhood. o We revised the original concept plan to pull back lots from Arena Acres to the center of the development, increasing the buffer width from Arena Acres from 50 feet to 160-400 feet, and reduced the number of lots from 108 to 93 homes. • Approximately 34 acres of open space (58% of the site) and preserves natural features. o We provided 4 more acres of open space from the original concept plan. Providing this additional open space reduced the number of trees removed by 1,400. The site plan also takes care to avoid as many wetland impacts as possible. • A neighborhood plan and homes designed for empty nesters and seniors looking for single level living with association maintenance. PLANNED UNIT DEVELOPMENT We are requesting a PUD for this development to introduce a villa home option to the Natures Refuge neighborhood. Villa homes offer single level living and provide a low maintenance living option for older adults. Natures Refuge, to the south of this proposed neighborhood, has 80-foot-wide lots with traditional single-family homes. This neighborhood is proposed to introduce all 60-foot-wide villa lots with main-level living with association-maintained yards and snow removal. The City of Lino Lakes allows for development through a PUD if it results in public benefit as outlined in the City’s PUD ordinance. Nature Refuge North provides the following public benefits: • Addressing 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. o The single level living provided by villa homes include association-maintained yards and snow removal and therefore are popular with our senior buyers who are looking for a low maintenance home. It is not financially feasible to offer association-maintained yards and snow removal in the current neighborhood given the size of the lots. o The configuration of the lots works to preserve as many wetlands and trees as possible, and avoids a gas line easement that spans the site diagonally. • 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. As mentioned, the site design preserves over half the acreage in open space, which preserves as many wetlands and trees as possible. • 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. o The development abuts rural lots, and smaller lots allow a significant buffer from the rural lots while continuing to meet density requirements. • Provision of a housing type that is desirable to the city. Natures Refuge North Preliminary Plat and Planned Unit Development Plan Submittal Page 2 o The villa target buyers are older adults who value low maintenance living. It is not viable for an association to maintain a larger lot. • Other public benefits and values as recognized in the city’s Comprehensive Plan. o The proposed development will provide a lift station that is able to serve homes in the Stage 1B Planned Service Area as outlined in the City’s Comprehensive Plan. We believe the general requirements for a PUD are met in the following ways: • Public or common open space to meet minimum requirements established in the ordinance. The site provides approximately 34 acres of open space. • If PUD includes preservation of natural habitat, those habitats shall be permanently protected through a conservation easement or other legally binding agreement. We have preserved approximately 58% open space within the site in order to preserve natural habitat. We are proposing to deed these outlots to the City as permanent open space to be preserved in perpetuity as public park. If the City elects not to accept the land as parkland, the HOA will own the land. Deed restrictions or restrictive covenants will preserve the land as open space. • Homeowners Association Required. The lots will be governed by a homeowner’s association (HOA) as further explained below. • Recreational open space or trail corridors intended as public parks or public trails shall be dedicated to the city or granted through an easement. o We intend to grant an easement over the public trails once built as was done in Natures Refuge. We will either dedicate the open space to the city or place deed restrictions over the lots. SITE PLAN There are four proposed street connections. One connecting from the south from Natures Refuge via Haywood Drive and connecting to future development to the north, one to the west to Arena Acres, and one to the east for future development. If the City desires, M/I Homes would be open to options to provide connections to Andall Street. The proposed development has a total of 93 60-foot-wide villa lots. The following table compares the proposed standards to the Two Family Residential (R-2) zoning district. The site is currently zoned Rural Executive (R-X). Standard R-2 Zoning Standard Villa Lots Minimum Lot Size 7,500 square feet 7,500 square feet (Average lot size is 9,266 square feet) Minimum Lot Width 60 feet 60 feet Minimum Lot Depth 125 feet 125 feet Minimum Front Setback 25 feet 25 feet Minimum Side Setback 10 feet (5 feet for Attached Garage) 7.5 feet***** Minimum Corner Side Setback 25 feet 20 feet Rear Setback 25 feet 25 feet Impervious Surface 65% 65% Collector Road Right-of-Way Width 80 feet 60 feet* Garage Size Minimum 20 feet in width and 520 square feet in size 19.5 feet in width and 400 square feet in size** Natures Refuge North Preliminary Plat and Planned Unit Development Plan Submittal Page 3 Garage Design Garage shall not protrude forward of the front wall of the house, unless the house includes a front porch that is unenclosed, a minimum of six (6) feet in depth, and extends across 100 percent of the front façade of the house. The garage shall then not protrude forward of the front porch. We are requesting this be waived. *** Garage Design The length of the garage wall facing the street shall not be greater than 50 percent of the length of the entire front façade of the structure for street-facing garage doors Garage walls shall not be greater than 55 percent of the length of the entire front façade.**** *This flexibility was granted for Natures Refuge. Haywood Drive from Natures Refuge was granted this flexibility, and the proposed development will extend Haywood Drive to the north. This flexibility is being requested for both Haywood Drive and Street A. **This was previously requested with the concept plan. The Homeowners Association (HOA) establishes rules and regulations prohibiting the use of garages solely for storage and requires parking of at least one automobile in the garage and that trailers and other recreational equipment be kept in garages when not in use. Additionally, many of our villa plans have storage in the attics above the garages for additional storage. ***Our homes provide enhanced architectural features that allow for visual interest throughout the community, and we offer a wide variety of materials and colors to break up the façade. Further, this is an extension of the existing Natures Refuge, and we want to create a cohesive neighborhood. Most of our houses are not garage forward, but some garages do protrude less than six feet beyond the front façade. The Watermark development was granted similar flexibility with their garages. ****We are requesting this because we have anti-monotony standards that ensure a wide variety of elevations that result in pleasing streetscapes. The garage doors will be decorative and have a strip of windows. Further, we would like the option to offer a four-foot bump on our garages in order to be able to meet the 520 square foot garage area requirement if the buyer desires, and this bump will cause all of our plans to exceed this maximum garage length. *****We will provide at least 15 feet between homes. The City currently allows a five-foot setback for garages, so this is generally consistent with R-2 zoning. DENSITY The total site area is 59.30 acres with 5.62 acres of wetlands and 5.18 acres of wetland buffers. The planned density for this area is 1.6-3 units per acre. Netting out wetlands and wetland buffers, we are proposing a density of 1.98 units per acre, well below the maximum-allowed density. PUD flexibility and the R-2 zoning lot standards are necessary to meet the minimum density allowed in the City’s Comprehensive Plan and to minimize tree removal. It is not possible to meet the minimum density with 80-foot lots given the wetlands and their required buffers, as well as the gas line easement. With this site plan, 80-foot lots would yield 69 lots as shown in the Yield Plan Density Exhibit, which would result in a density of 1.41 units per acre, which is well below the minimum density planned for this area. Furthermore, these larger lots would result in greater tree removal. Natures Refuge North Preliminary Plat and Planned Unit Development Plan Submittal Page 4 TREE PRESERVATION AND OPEN SPACE As mentioned above, we have designed our neighborhood plan to conserve as many trees as possible. Of the 6,494 trees on the site, we are saving 3,060 trees: almost 50%. We are proposing to preserve these trees in permanent open space to be dedicated to the City for public park, or as open space to be owned by the HOA. Given the extensive dedication of open space/park for permanent tree preservation, we are requesting that the City accept the land dedication and tree preservations areas or allow the space to be owned by the HOA and protected by a conservation easement and left natural in lieu of paying tree restitution. As part of this request, M/I Homes will agree to plant three trees per home for a total tree replacement of 279 trees. The Environmental Board, Planning Commission, and Council agreed during the revised concept plan review that this flexibility should be granted. We are proposing this for a number of reasons. First, the proposed plan preserves a little over 58% open space, conserving as many trees as possible. This is a heavily wooded site that is guided for a density of 1.6- 3 units per acre, and we are proposing a very low density, almost near the lowest density allowed. Additionally, almost 50% of the trees on site are Quaking Aspen, which do not survive long due to Cankers, which will kill the trees in 3-8 years. Finally, we have received extensive feedback from the residents of Arena Acres regarding the preservation of trees on this land. The dedication of public land would allow them to enjoy this land and the trees that are being preserved. If the City chooses not to accept the land dedication, an alternative option would be to place a deed restriction on the open space area prohibiting the removal of trees, and the land would be left in its natural state. The HOA would own the open space property. ELEVATIONS Example elevations of our villa product have been provided. These are just an example of the many elevations we offer. We also have anti-monotony requirements to ensure that very similar elevations are not adjacent to one another within the community to preserve visual interest. TIMING We plan to begin grading the site in late spring/early summer after approval of preliminary plat and other applicable agency approvals. We understand a grading-only development agreement will be required in order to accomplish this and therefore request that this agreement be reviewed concurrently with this Preliminary Plat and PUD application. Installation of utilities will occur when final plat has been approved and all conditions of final plat approval have been met. A phasing plan has been provided and is in draft form. The phasing plan will ensure that the lift station is up and running with the first phase of the development. RESTRICTIVE COVENANTS The development will have an HOA that will provide for the maintenance of the overall common elements in the community, including landscaping of the common areas as applicable and management of the natural resources. The HOA will also provide lawn care and snow removal for villa lots. Additionally, restrictions will be placed on outdoor storage and parking (no boats, campers, or trailers) in order to keep the community looking orderly and well maintained. Natures Refuge North Preliminary Plat and Planned Unit Development Plan Submittal Page 5 E XAMPLE ELEVATIONS – VILLAS The Willow The Cedarwood Natures Refuge North Preliminary Plat and Planned Unit Development Plan Submittal Page 6 Elmwood Aspen 1 ENVIRONMENTAL BOARD AGENDA ITEM 6C STAFF ORIGINATOR: Tom Hoffman, Environmental Coordinator MEETING DATE: March 26, 2025 REQUEST: Wilkinson Waters PUD Preliminary Plan/Preliminary Plat APPLICANT: Anoka Holdings, LLC OWNER: North Oaks Farms Inc. BACKGROUND The applicant, Wilkinson Waters LLC, is proposing a master planned development located on North Oaks Company Inc. property located 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 residential housing types and commercial development. The proposed development is called Wilkinson Waters. Environmental Board reviewed the concept plan at the September 25, 2024 meeting. Recommendations for a series or treatment train of stormwater bmp’s was proposed. Screening of the adjacent county roads and taking into consideration the existing topography and elevations. This staff report is based on the following information: • Civil Plan Set prepared by ISG dated March 10, 2025 • Report of Geotechnical Explorations prepared by Braun Intertec dated February 11, 2025 • Stormwater Management HydroCAD Report prepared by ISG dated March 10,2025 • Traffic Noise Analysis Prepared by ESI Engineering dated March 11, 2025 ANALYSIS The applicant’s narrative provides a detailed description of the project. Per the narrative, “The proposed land uses include 33,000 square feet, approximately, of commercial retail space, two (2) – three story 100-unit market rate multi-family building 2 (including clubhouse, large communal green space, and additional amenities), 34 for rent townhome units, 22 for sale townhome units, and one (1) – 100-unit senior living facility.” Residential The applicant is proposing the following mix and number of housing types: Housing Type # Units 4-plex Townhomes = (5 buildings) 20 6-plex Townhomes = (6 buildings) 36 Market Rate Multi-Family = (2 buildings x 100 units) 200 Senior Living Multi-Family = 100 356 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 Lake. Trails, sidewalks and stormwater ponds are included throughout the development. Commercial The applicant is proposing approximately 4.1 acres of commercial development in the southeast quadrant of the site adjacent to CSAH 21 (Centerville Road) and Wilkinson Lake Boulevard. The plan shows three (3) commercial building pads (9,100-10,850sf footprint). Rare, Unique, or Significant Resources There were no mapped Minnesota County Biological Survey (MCBS) Sites of Biodiversity Significance or native plant communities located within the Project site. MCBS Sites of Biodiversity Significance and native plant communities are present adjacent to the Project site within Wilkinson Lake. This included the North Oaks Natural Area MCBS site which has biodiversity significance rating of Outstanding. Federal Rare Species Considerations 3 Review of the USFWS information for planning and Consultation (IpaC) website identified the following species for review. Species Classification Disturbance Monarch Butterfly Candidate No Effect Salamander Mussel Endangered No Effect Tricolored Bat Endangered Not Likely to Adversely Affect Whooping Crane Experimental No Effect Western Regal Fritillary Threatened No Effect Rusty Patch Bumble Bee Proposed May Effect Blandings Turtle State Listed May Effect Northern Long Eared Bat Endangered Not Likely to Adversely Affect A Blanding’s turtle avoidance plan will be submitted as part of the future replacement plan application. Surmountable curb is proposed throughout the development to allow turtles easy access off city streets. Removal of trees will be completed outside of the window for Northern Long Ear bats to be roosting. The removals completed during the non-active window for bats and will not affect roosting or nesting bats. All bat mitigation measures will be followed. Native vegetation will be planted as buffers around stormwater ponds and open space to provide habitat for Rusty Patch Bumble Bee. Stormwater Management A stormwater management plan and hydroCAD modeling has been submitted and is being reviewed by the City Engineer. Based on preliminary soil borings it appears the site will be conducive to infiltration practices. Soil groups A and B are shown primarily through the site are recommended for infiltration. It appears that there will also be separation from ground water. Initial plans show smaller infiltration basins treating parking lot drainage before discharging into the larger stormwater ponds. All parking lot and private drainage should be routed through a private stormwater bmp before discharging to the ponds. Currently a portion of the commercial and parking lot is being routed to the stormwater pond with minimal treatment. 4’ sumps with safl baffles are currently shown, this runoff should be routed through a stormwater bmp before discharge into the city system. If this is not feasible ownership of the stormwater ponds should be that of the property owner. A water balance of the site is currently being done. A better understanding of the available water onsite for reuse will help ensure there is enough capacity to irrigate the 4 landscaped areas. Where water reuse isn’t feasible low maintenance drought tolerant species should be planted to reduce the need for irrigation. Flood Plain A portion of the site falls within FEMA Zone A floodplain. Any proposed floodplain impacts will be permitted through the City and VLAWMO. Mitigation or compensatory storage will be required for any proposed floodplain fill. Shoreland District The subject property is located within the Shoreland Management Overlay District of both Wilkinson Lake and Amelia Lake. Shoreland Districts extend 1,000’ from the Ordinance High Water Level of the water body. Both lakes are classified as Natural Environment lakes. Natural Environment Lakes are generally small, often shallow lakes with limited capacities for assimilating the impacts of development and recreational use. City Code Section 1102.13 details additional Shoreland Planned Unit Development (PUD) requirements. PUD development allows the City and developer to work in partnership to achieve creative conservation design elements that preserve open space, and unique natural features and resources. For purposes the Environmental Boards review priority considerations should be given to: 1) amount of open space (50% minimum). The plan proposes 77%, including both wetland and upland. 2) Building heights (36’ maximum). Maximum building height is proposed to be up to 40 feet in height, for the 3 story buildings along Ash Street. The maximum building height is proposed at 55 feet in height, at the mid rake for the 4-story building (senior building) located on the west of the site. 3) Increased building setbacks from the Lake (150’ minimum). The plan shows approximately 440’ from Wilkinson and over 500’ from Amelia. For comparison City Hall is approximately 400’ from the OHWL of Marshan Lake. 4) Amount of impervious surface (35% maximum). Current proposal shows 21% impervious surface. Wetlands 5 The Vadnais Lakes Area Water Management Organization (VLAWMO) administers the Wetland Conservation Act (WCA) for this area. Any wetland impacts will need to be approved by VLAWMO. Wetlands preserved on site will need to meet VLAWMO and City buffer requirements. There are three wetlands identified on site. Wetland 1 (33.51 acres) borders Wilkinson Lake and is a within a Wetland Management Class of Manage 1. The Manage 1 classification includes higher quality wetlands that meet certain characteristics regarding diversity and wildlife habitat. The primary management goal would be to maintain the wetland without degrading existing functions, values and wildlife habitat. Manage 1 wetlands require a base 40’ buffer width. Opportunity exists on the site to establish and restore an upland buffer in excess of 40’ wide along the western edge of the “built” area. Stormwater ponds are allowed within buffer areas. Wetland 7 is identified as incidental (created by prior infrastructure improvement) and will be filled, no mitigation is required. Wetland 10, approximately 5,600sf in size is proposed to be filled. Greenway System, Parks and Trails 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. Alternative Urban Areawide Review (AUAR) Considerations The site is not within a AUAR environmental review boundary. Drinking Water Protection The site is not within the Drinking Water Supply Management Area (DWSMA). 6 The Minnesota Well Index indicate the location of a well on the property. The well was drilled in 1985 and likely associated with the homestead (1566 Ash Street) that was previously located on the northern middle of the site. The home was demolished in 2001. Proof should be provided of the well sealing and septic system removal if a septic system existed. Tree Preservation and Mitigation Standards The purpose of these standards is to protect valuable trees and stands of vegetation while not interfering with landowners’ reasonable use and development of property. The goal is to minimize unnecessary loss of habitat, biodiversity, and forest resources and to replace removed trees in areas where tree cover is most critical. A tree survey was performed that identified: 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. Total Trees Surveyed 196 Trees Removed 38 Significant Trees Removed 30 Basic Use Area Trees Preserved 158 Mitigation Trees Required 7 Tree Preservation and Mitigation Standards have not been met. Additional information required to verify mitigation requirements. Open Areas Landscape Standards The purpose of these standards is to provide general site beautification and high aesthetic quality with a mix of plant materials in open areas. Open area landscape standards call for 1 large tree and 2 large shrubs per 2500 sf. Required for 409,393 square feet of open space: 164 large trees 328 large shrubs Provided: 164 large trees 328 large shrubs Open Areas Landscape Standards have been met. Buffer and Screen Standards 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. 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. 8 Foundation Landscaping Foundation landscaping standards do not apply to single family residential development. It does apply to all other uses. 2 large trees and 6 large shrubs are required per 100 LF of building. Trees planted within 30’ of the building shall be considered within the foundation landscape zone. Foundation landscaping is required at the front of the building and adjacent to public/private streets. The proposed project has 8,000 linear feet of proposed building subject to the foundation landscape standards. Requirements of 160 large trees and 480 large shrubs are currently being provided. Standards for this section are being met. Sod and Ground Cover Standards 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. Lighting The purpose of the lighting requirements in the Zoning Code is to reduce light pollution, promote energy conservation, and increase nighttime safety, utility, security, and productivity. Lighting is reviewed by the City Planner. 9 Per Section 1007.043(6)(d), no light source shall exceed 1.0 foot candle onto right of way or 0.4 foot candle onto adjacent property. Recycling Curbside solid waste and recycling will be required for new homes within the development. Dumpster and recycling areas have been shown on the plans for commercial and multifamily buildings. RECOMMENDATION Staff recommends that the Wilkinson Waters PUD Preliminary Plan/Preliminary Plat be forwarded to the Planning and Zoning Board and City Council with the following comments: 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 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. 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 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. 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. 10 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. 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. 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. 11. Seed mixes should be updated to MNDOT seed mix design numbers for final plans. Please provide more site-specific mixes for each location. 11 a. Low maintenance and drought resistant species should be proposed throughout the development to reduce the need for irrigation. 12. 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. 13. 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. 14. 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 15. Provide a Blandings turtle mitigation plan, surmountable curb should be proposed within the roadway to allow turtles access off the road for travel. ATTACHMENTS 1. Project Location Map 2. Civil Plan Set Preliminary Plat C r e s centLn C r e s c e ntLn Lea f W i n g D r 1 32 21 59 81 81 J September 20, 2024 Map Powered By Datafi ± 1 in = 500 Ft Wilkinson Waters General Location Map Parcels 30671 C0-TITLES DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 0 - T I T L E S . D W G S A V E D B Y : DA Y T O N . G O N Y E A SHEET NOT VALID UNLESS THIS TEXT IS COLOR. WILKINSON WATERS ANOKA HOLDINGS, LLC PROJECT INDEX: OWNER: NORTH OAKS FARMS, INC LAUREN GROUWS, PE APPLICANT: ANOKA HOLDING, LLC LAUREN GROUWS, PE 5959 CENTERVILLE ROAD SUITE 200 NORTH OAKS, MN 55127 PH: 651-484-3361 PROJECT LOCATION: APPROX. 75.89 ACRES GENERALLY LOCATED AT THE NORTHWEST CORNER OF CENTERVILLE ROAD AND WILKINSON LAKE BLVD. S34 T31N R22W LINO LAKES, MN PROJECT MANAGER: JERREMY FOSS, PE EMAIL: JERREMY.FOSS@ISGINC.COM PROJECT LOCATION LINO LAKES, MINNESOTA ISG PROJECT # 24-30671 B.M. ELEVATION=919.06 TNH SOUTHWEST CORNER OF SITE WESTERN EDGE OF WILKINSON LAKE BLVD LOCATION MAP 300 30671 A0-10 300 30671 A0-10 PRELIMINARY PLAT PLAN 7900 INTERNATIONAL DRIVE SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 BLOOMINGTON OFFICE - 24-30671 03/10/25 A0-10 TITLE MINNESOTALINO LAKES A0-10 TITLE DWG/TW DWG/TW JDF/TW SHEET INDEX MANAGING OFFICE: I & S GROUP, INC. (ISG) N S W E LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. SPECIFICATIONS REFERENCE ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF LINO LAKES REQUIREMENTS AND MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2020 EDITION, THE STANDARD SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND WATERMAIN AS PROPOSED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA , 2023 EDITION, AND THE CURRENT VERSION OF THE MINNESOTA STATE PLUMBING CODE UNLESS DIRECTED OTHERWISE. PROJECT DATUM HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), 1996 ADJUSTMENT (NAD83(1996)) ON THE ANOKA COUNTY COORDINATE SYSTEM, IN U.S. SURVEY FEET. ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES FOR THIS PROJECT. TOPOGRAPHIC SURVEY THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN MAY 2024 BY I & S GROUP INC. (ISG). PROJECT GENERAL NOTES AC ACRE ADA AMERICANS WITH DISABILITIES ACT ADD ADDENDUM AFF ABOVE FINISHED FLOOR AGG AGGREGATE APPROXAPPROXIMATE ARCH ARCHITECT, ARCHITECTURAL BFE BASEMENT FLOOR ELEVATION BIT BITUMINOUS BM BENCHMARK CAD COMPUTER-AIDED DESIGN CB CATCH BASIN CFS CUBIC FEET PER SECOND CF CUBIC FOOT CI CAST IRON CIP CAST IRON PIPE CIPC CAST IN PLACE CONCRETE CJ CONTROL JOINT CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CY CUBIC YARD C&G CURB AND GUTTER DEMO DEMOLITION DIA DIAMETER DIM DIMENSION DS DOWNSPOUT EA EACH ELEC ELECTRICAL ELEV ELEVATION EOF EMERGENCY OVERFLOW EQ EQUAL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION FPM FEET PER MINUTE FPS FEET PER SECOND FT FOOT, FEET FTG FOOTING GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GFE GARAGE FLOOR ELEVATION GL GUTTER LINE GPM GALLONS PER MINUTE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HD HEAVY DUTY HH HANDHOLE HORIZ HORIZONTAL HR HOUR HWL HIGH WATER LEVEL HWY HIGHWAY HYD HYDRANT I INVERT ID INSIDE DIAMETER IN INCH INV INVERT IP IRON PIPE IPS IRON PIPE SIZE J-BOX JUNCTION BOX JT JOINT LF LINEAR FEET LIN LINEAR LPS LOW PRESSURE STEAM LS LUMP SUM LSO LOWEST STRUCTURAL OPENING MAX MAXIMUM MB MAIL BOX MECH MECHANICAL MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS NO NUMBER NTS NOT TO SCALE NWL NORMAL WATER LEVEL OC ON CENTER OCEW ON CENTER EACH WAY OH OVERHEAD OHD OVERHEAD DOOR OZ OUNCE PED PEDESTAL, PEDESTRIAN PERF PERFORATED PL PROPERTY LINE PP POLYPROPYLENE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PVMT PAVEMENT QTY QUANTITY R RIM RAD RADIUS RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REBAR REINFORCING BAR REM REMOVE ROW RIGHT OF WAY R/W RIGHT OF WAY SAN SANITARY SCH SCHEDULE SF SQUARE FOOT SPEC SPECIFICATION SQ SQUARE STA STATION STM STORM SY SQUARE YARD T/C TOP OF CURB TEL TELEPHONE TEMP TEMPORARY THRU THROUGH TNFH TOP NUT OF FIRE HYDRANT TRANS TRANSFORMER TV TELEVISION T/W TOP OF WALL TYP TYPICAL UT UTILITY, UNDERGROUND TELEPHONE VCP VITRIFIED CLAY PIPE W/O WITHOUT W/WITH YD YARD YR YEAR 1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS, AND CLARIFICATIONS ISSUED BY ARCHITECT/ENGINEER. 2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 6.ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 8.THE LOCATION AND TYPE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS, AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 9.THE CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS A MINIMUM OF 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION (1-800-252-1166). TITLE A0-10 PHASING PLAN A0-11 LAND USE PLAN A0-12 YIELD PLAN A0-13 CERTIFICATE OF SURVEY A0-14 CERTIFICATE OF SURVEY A0-15 PRELIMINARY PLAT A0-16 PRELIMINARY PLAT A0-17 PROJECT IMAGERY AND MATERIALS AA-00 PARKING GARAGE AA-10 MAIN FLOOR AA-11 SECOND FLOOR AA-12 THIRD FLOOR AA-13 APARTMENT UNIT PLAN AA-14 APARTMENT UNIT PLAN AA-15 APARTMENT UNIT PLANS AA-16 APARTMENT ELEVATIONS AA-20 APARTMENT ELEVATIONS AA-21 CLUBHOUSE PLAN AC-10 CLUBHOUSE ELEVATIONS AC-20 TOWNHOUSE PLAN AT-10 TOWNHOUSE ELEVATION AT-20 LEGEND, NOTES & TYPICAL SECTIONS C0-11 DETAILS C0-20 DETAILS C0-21 DETAILS C0-22 DETAILS C0-23 DETAILS C0-24 DETAILS C0-25 DETAILS C0-26 PRE- CONSTRUCTION SWPPP C1-20 SWPPP C1-30 RESOURCE INVENTORY - SOILS C2-00 RESOURCE INVENTORY - TREE C2-01 OVERALL EXISTING SITE & REMOVALS PLAN C2-10 EXISTING SITE & REMOVALS PLAN C2-11 EXISTING SITE & REMOVALS PLAN C2-12 EXISTING SITE & REMOVALS PLAN C2-13 EXISTING SITE & REMOVALS PLAN C2-14 TREE INVENTORY C2-15 OVERALL SITE PLAN C3-10 SITE PLAN C3-11 SITE PLAN C3-12 SITE PLAN C3-13 SITE PLAN C3-14 WILKINSON WAY PAVING PLAN & PROFILE C3-15 WILKINSON WAY PAVING PLAN & PROFILE C3-16 WILKINSON WAY PAVING PLAN & PROFILE C3-17 WILKINSON WAY PAVING PLAN & PROFILE C3-18 OVERALL UTILITY PLAN C3-20 UTILITY PLAN C3-21 UTILITY PLAN C3-22 UTILITY PLAN C3-23 UTILITY PLAN C3-24 OVERALL GRADING PLAN C4-10 GRADING PLAN C4-11 GRADING PLAN C4-12 GRADING PLAN C4-13 GRADING PLAN C4-14 OVERALL PLANTING AND RESTORATION PLAN C5-10 PLANTING AND RESTORATION PLAN C5-11 PLANTING AND RESTORATION PLAN C5-12 PLANTING AND RESTORATION PLAN C5-13 PLANTING AND RESTORATION PLAN C5-14 PLANTING NOTES AND DETAILS C5-15 PHOTOMETRIC PLAN E1-01 PHOTOMETRIC PLAN E1-02 PHOTOMETRIC PLAN E1-03 PHOTOMETRIC PLAN E1-04 LIGHTING CUT SHEETS AND SCHEDULE E1-05 PROJECT MANAGER: TERESA MCCORMACK, AIA NCARB EMAIL: TMCCORMACK@CRWARCHITECTURE.COM 211 11TH AVENUE NW ROCHESTER, MN 55901 PHONE: 507.951.9606 ROCHESTER OFFICE MANAGING OFFICE: CRW ARCHITECTURE & DESIGN COUNTY ROAD J C E N T E R V I L L E R O A D BENCHMARK HYDRANT TNFH = 919.06 U FO U FO FO U UFO MB V EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- EX SB-st-13 U U G U U U G U V W I L K I N S O N L A K E B L V D CENTERVILLE RD AS H S T R E E T W W W W W W W W W W W W W W W W W W W W WE T WET WET W E T WE T WET WE T WET WE T WE T W E T WET WET WET WE T WE T WE T WE T WET WET WE T WET WE T WE T 30 ' W H I T E B E A R T O W N S H I P WA T E R A N D S E W E R E A S M E N T AP P R O X . O R D I N A R Y HIG H W A T E R L E V E L 89 5 . 2 NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 1 NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 8 NO R T H O A K S F A R M S I N C 35 - 3 1 - 2 2 - 3 3 - 0 0 0 2 CO U N T Y O F A N O K A 61 0 1 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 2 - 0 0 0 4 BIR C H E R A L E C 161 3 A S H S T 35- 3 1 - 2 2 - 3 2 - 0 0 0 8 GR O V E B R A D & J A W O R S K I M 160 5 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 5 RO D E N , N O E L L E K A T H E R I N E 160 3 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 6 SA G D A L E N A L A N D & N A T A L I E R 160 1 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 7 2 5 ' W A T E R A N D S E W E R EA S E M E N T SHOR E L A N D OVER L A Y (AME L I 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 WIL K I N S O N L A K E O R D I N A R Y H I G H W A T E R L I N E EM LS Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 PR E S B Y T E R I A N H O M E S O F N O R T H O A K S I N C 59 1 9 C E N T E R V I L L E R D 04 3 0 2 2 2 1 0 0 1 9 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY ' BUILDING SETBACK40 ' PARKING SETBACK15 ' BUILDING SETBACK30 ' BUILDING SETBACK 30 ' BUIL D I N G S E T B A C K 30 ' BUILDING SETBACK40 XX X X 5 11 X X X X X ' B U I L D I N G S E T B A C K 40 ' BUILDING SETBACK30 ' B U I L D I N G S E T B A C K 30 PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PR O P O S E D RA I N G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 W PRO P O S E D RA I N G A R D E N 2 10 0 Y R H W L = 924 . 0 1 WILK I N S O N W A Y PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 1.47 m p h Fas t e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nort h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t 13 19 15 13 PRO P O S E D RA I N G A R D E N 2 10 0 Y R H W L = 92 2 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X 30671 C3-SITE-OVERALL DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E - O V E R A L L . D W G S A V E D B Y : TJ . W E L L S WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 A0-11 PHASING PLAN A0-11 PHASING PLAN 300 30671 A0-11 MINNESOTALINO LAKES 0 SCALE IN FEET 80 160 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 DEVOTED AREA TOTAL SITE AREA:75.9 AC AREA DEVOTED TO NON-RESIDENTIAL USES:56 AC AREA DEVOTED TO RESIDENTIAL USES:18.5 AC (24%) AREA DEVOTED TO RESIDENTIAL USE BY BUILDING OR STRUCTURE TYPE OR USE TYPE (PROPOSED RANGE OF INDIVIDUAL BUILDING SIZES): TOWNHOUSE:7,500 SF APARTMENT / SENIOR LIVING:43,500 - 46,000 COMMERCIAL:5,500 - 18,050 AREA DEVOTED TO COMMON OPEN SPACE:0.0 AC AREA DEVOTED TO PUBLIC OPEN SPACE:45.5 AC (60%) AREA DEVOTED TO STREETS:6.7 AC (9%) AREA DEVOTED TO COMMERCIAL USES:5.2 AC (7%) AREA DEVOTED TO INDUSTRIAL OR OFFICE USES:0.0 AC PHASE 1A PHASE 1B PHASE 2 PHASE 3 PHASE 4 PROJECT PHASES PHASE USE DWELLING UNITS GROSS PARCEL AREA (ACRE) DEVELOPABLE AREA (ACRE) RIGHT-OF-WAY (ACRE) PUBLIC OPEN SPACE (ACRE) PHASE 1A RESIDENTIAL 200 75.9 9.3 6.7 45.9 PHASE 1B RESIDENTIAL 20 2.2 2.2 0.0 0.0 PHASE 2 RESIDENTIAL 20 3.0 3.0 0.0 0.0 PHASE 3 SENIOR RESIDENTIAL 100 3.9 3.0 0.0 0.0 PHASE 4 COMMERCIAL -5.2 4.9 0.0 0.0 PHASE 1 WILL INCLUDE MASS GRADING OF THE ENTIRE DEVELOPMENT AREA AND THE CONSTRUCTION OF ALL PUBLIC FACILITIES AND REGIONAL STORMWATER MANAGEMENT FEATURES FOR THE OVERALL DEVELOPMENT TOWARDS WILKINSON LAKE. PHASE 1A WILL CONSIST OF THE MARKET RATE RESIDENTIAL APARTMENT BUILDINGS. EACH BUILDING IS PROPOSED TO HAVE 100 UNITS. THESE BUILDINGS WILL BE STAGGERED IN CONSTRUCTION STAGING. PHASE 1B WILL CONSIST OF HALF OF THE TOWNHOME UNITS AND THESE WILL COME ONLINE TOWARDS THE END OF COMPLETION OF THE MARKET RATE APARTMENT UNITS. PHASE 2 WILL CONSIST OF THE WESTERN HALF OF THE TOWNHOME UNITS. PHASE 3 WILL BE SENIOR LIVING APARTMENTS. PHASE 4 WILL BE THE COMMERICAL DEVELOPMENT AND THESE BUILDINGS MAY COME ONLINE AT MULTIPLE INDIVIDUAL PHASES AS WELL. *ALL PHASING IS SUBJECT TO CHANGE AS DEVELOPMENT PROGRESS AND DEPENDENT ON MARKET CONDITIONS SITE SUMMARY PROJECT ADDRESS/LOCATION: S34 T31N R22W LINO LAKES, MN EXISTING ZONING:R ZONING PUD SITE/LOT AREA:3,305,769 SF (75.9 AC) EXISTING IMPERVIOUS:0 SF (0.0 AC) PROPOSED IMPERVIOUS:641,203 SF (14.7 AC) DISTURBED AREA:1,310,712 SF (30.1 AC) PARKING STALLS PROVIDED MULTI-FAMILY APARTMENT SURFACE PARKING 191 COVERED PARKING 210 TOTAL 401 (400 REQUIRED) PARKING STALLS PROVIDED TOWNHOMES SURFACE PARKING 40 COVERED PARKING 40 TOTAL 80 (80 REQUIRED) PARKING TOTALS ARE ONLY REFLECTIVE OF THE MARKET RATE MULTI-FAMILY APARTMENT SITE AND TOWNHOMES. REQUIREMENTS FOR THIS SITE ARE 2 PARKING UNITS PER UNIT WITH AT LEAST HALF OF THE UNITS BEING COVERED PARKING SPACES. COMMERCIAL PARKING REQUIREMENTS ARE 1 SPACE PER 200 SQ FEET. THE FINAL PARKING COUNTS WILL BE PROVIDED AT SITE PLAN APPROVAL FOR THE COMMERCIAL DEVELOPMENT. SENIOR FAMILY PARKING REQUIREMENTS ARE 1.5 PER UNIT WITH AT HALF OF THE SPACES PROVIDED BEING UNDERGROUND PARKING STALLS. FINAL PARKING COUNTS WILL BE PROVIDED AT SITE PLAN APPROVAL FOR THE SENIOR APARTMENTS. GARBAGE WASTE AND RECYCLING FACILITIES ARE PROVIDED IN THE UNDERGROUND PARKING LEVEL OF THE BUILDING. NOTE: BELOW CALCULATIONS ARE BASED ON REVISED CITY OF LINO LAKES COMPREHENSIVE AMENDMENT APPLICATION - SUBMITTED SEPARATELY TO THIS APPLICATION. PROPOSED PUBLIC TRAIL THROUGH WETLANDS AND CONNECTED TO PUBLIC RIGHT-OF-WAY PUBLIC TRAIL CONSTRUCTED WITH RAMSEY COUNTY IMPROVEMENTS TO CENTERVILLE ROAD FUTURE ANOKA COUNTY TRAIL TO BE CONSTRUCTED WITH ASH STREET IMPROVEMENTS PUBLIC SIDEWALK TO CONNECT ALL THREE PUBLIC TRAILS 13 4 9 1 4 1 0 1 4 1 3 6 10 1 4 9 13 5 9 5 1 3 1 4 W I L K I N S O N W A Y ' B U I L D I N G S E T B A C K 4 0 ' P A R K I N G S E T B A C K 1 5 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 4 0 5 11 X X ' BUILDING SETBACK40 ' B U I L D I N G S E T B A C K 3 0 ' BUI L D I N G S E T B A C K 30 W W I L K I N S O N W A Y BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO U FO FO U UFO MB V V I=907.79I=908.98 EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- G G EX SB-st-13 U U G U U U GU G U V WILKINSON LAKE BLVD C E N T E R V I L L E R D ASH STREET W W W W W W W W W W W W W W W W W W W E T WET W E T WET W E T W E T WILKINSON LAKE AMELIA LAKE WET WET WET WET WET WE T WET WET WE T WE T WET W E T W E T WET WE T W E T W E T WE T W E T WE T W E T WETWET W E T WE T WET WET 5 0 ' C I T Y O F S T . P A U L W A T E R L I N E R O W 70 ' O V E R H E A D E L E C T R I C UT I L I T Y E A S E M E N T 5 0 ' W H I T E B E A R T O W N S H I P W A T E R A N D S E W E R E A S E M E N T 30' WHITE B E A R T O W N S H I P WATER 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 B I R C H E R A L E C 1 6 1 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 8 G R O V E B R A D & J A W O R S K I M 1 6 0 5 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 5 R O D E N , N O E L L E K A T H E R I N E 1 6 0 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 6 S A G D A L E N A L A N D & N A T A L I E R 1 6 0 1 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 7 COUNTY OF ANOKA 1697 ASH ST 35-31-22-33-0004 DONLIN AMY T H 6100 CENTERVILLE RD 35-31-22-33-0005 GALLOP TRUSTEE, DEBRA A 6102 CENTERVILLE RD 35-31-22-34-0006 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) 1 0 0 0 ' S H O R E L A N D O V E R L A Y 1 0 0 0 ' S H O R E L A N D O V E R L A Y (A M E L I A L A K E ) ( W I L K I N S O N L A K E ) ( A M E L I A L A K E ) 10 0 0 ' SH O R E L A N D O V E R L A Y WILKINSON LAKE ORDINARY HIGH WATER LINE EM LS PRESBYTERIAN HOMES OF NORTH OAKS INC 5919 CENTERVILLE RD 043022210019 YALREVO DNALEROHS '0001 (W I L K E N S O N L A K E ) WILKINSON LAKE AMELIA LAKE 30671 C3-LAND USE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - L A N D U S E . D W G S A V E D B Y : TJ . W E L L S WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 A0-12 LAND USE PLAN A0-12 LAND USE PLAN 300 30671 A0-12 MINNESOTALINO LAKES0 SCALE IN FEET 150 300 DWG/TW DWG/TW JDF/TW LEGEND SYMBOL DESCRIPTION AREA MULTI-FAMILY HOMES 3.8 AC COMMERCIAL SITE 5.2 AC SENIOR LIVING SITE 3.9 AC PRIVATE ROADWAY 4.5 AC PUBLIC OPEN SPACE 9.3 AC PRIVATE OPEN SPACE 4.9 AC LAKE (NWL)16.7 AC STORM PONDS 2.5 AC WETLANDS (REMAINING)17.4 AC SITE DATA TOTAL SITE AREA:75.9 AC R.O.W. AREA:6.7 AC RESIDENTIAL LOT AREA:18.5 AC COMMERCIAL LOT AREA:5.2 AC TOTAL WATER AREA:36.6 AC WETLANDS (REMAINING):17.4 AC LAKE:16.7 AC STORM PONDS:2.5 AC OPEN SPACE 19.6 AC PUBLIC OPEN SPACE:9.3 AC PRIVATE OPEN SPACE:4.9 AC PRIVATE ROADWAY:5.4 AC NOTE: FUTURE PHASE 3 AND 4 WILL HAVE SEPARATE LAND USE PLAN CALCULATIONS AT TIME OF SITE PLAN SUBMITTAL. THEY WILL ALSO HAVE THEIR OWN OPEN SPACE CALCULATIONS AT FUTURE SUBMITTAL. SITE DATA TOTAL RESIDENTIAL UNITS:340 APARTMENTS:200 SENIOR LIVING:100 TOWNHOMES:40 RESIDENTIAL SETBACKS R-4 HIGH DENSITY RESIDENTIAL DISTRICT 1. FROM STREET RIGHT-OF-WAY A. LOCAL OR MINOR COLLECTOR STREET 30 FEET B. MAJOR COLLECTOR OR ARTERIAL STREET 40 FEET C. PARKING LOT 15 FEET (FLEXIBILITY OF 5 FEET) 2. REAR LOT LINE A. PRINCIPAL BUILDING 30 FEET (FLEXIBILITY OF 15 FEET) B. ACCESSORY BUILDING 5 FEET C. PARKING LOT 5 FEET 3. SIDE LOT LINE A. PRINCIPAL BUILDING 20 FEET (FLEXIBILITY OF 10 FEET) B. ACCESSORY BUILDING 5 FEET C. PARKING LOT 5 FEET RETAIL SETBACKS GB GENERAL BUSINESS DISTRICT 1. FROM STREET RIGHT-OF-WAY A. LOCAL OR MINOR COLLECTOR STREET 30 FEET B. MAJOR COLLECTOR OR ARTERIAL STREET 40 FEET C. PARKING LOT 15 FEET (FLEXIBILITY OF 5 FEET) 2. REAR LOT LINE A. PRINCIPAL BUILDING 30 FEET (FLEXIBILITY OF 15 FEET) B. ACCESSORY BUILDING 5 FEET C. PARKING LOT 10 FEET 3. SIDE LOT LINE A. PRINCIPAL BUILDING 30 FEET (FLEXIBILITY OF 15 FEET) B. ACCESSORY BUILDING 10 FEET C. PARKING LOT 10 FEET SOIL BORINGS: BRAUN INTERTEC 11001 HAMPSHIRE AVE S. MINNEAPOLIS, MN 55438 952-995-2000 WETLANDS: JACOBSON ENVIRONMENTAL, PLLC 5821 HUMBOLDT AVE N BROOKLYN CENTER, MN 55430 612-802-6619 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. L1 B1 L2 B1 L3 B1 L4 B1 L5 B1 L5 B2 L4 B2 L3 B2 L2 B2 L1 B2 L6 B2 OUTLOT E OUTLOT D NOTE: PER SHORELAND OVERLAY REQUIREMENTS IMPERVIOUS SURFACE COVERAGE SHALL BE 35% FOR RESIDENTIAL USES AND 60% FOR COMMERCIAL USES. THIS DEVELOPMENT IS REQUESTING A FLEXIBILITY TO CONSIDER THE IMPERVIOUS AREA BASED ON THE AGGREGATE AREA OF THE ENTIRE PLATTED LAND. THIS IS SHOWN IN THE ADJACENT TABLE. NOTE: THIS TABLE IS CONSERVATIVE IN NATURE. THE RESIDENTIAL IMPERVIOUS AREA IS THE SUM OF ALL TABULATED RESIDENTIAL IMPERVIOUS AREA FROM THE TABLE ON THE LEFT. THE ROW, OUTLOT D, AND OUTLOT E AREA IS THE ENTIRE LAND DEVOTED TO THESE USES. THIS TABLE ASSUMES THAT IF THE ENTIRTY OF THOSE SPACES WAS IMPERVIOUS WHAT WOULD THE IMPERVIOUS COVERAGE OVER THE FULLY PLATTED LAND BE. WITH THIS CONSERVATIVE 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. 4 P R O P O S E D S T R E E T 1 2 1 2 2 0 U N I T S 1 0 1 0 1 0 1 0 2 8 U N I T S 10 10 10 10 28 U N I T S 24 U N I T S 9 9 9 9 9 2 4 U N I T S 9 9 9 9 9 9 9 9 1.47 mph Fastest Line Entry Speed too large South Leg (South) West Leg (West) North Leg (North) Ash / Centerville Roundabout STORMWATER MANAGEMENT POND APPROX = 1.0 ACRES STORMWATER MANAGEMENT POND APPROX = 0.6 ACRES 2 4 U N I T S 9 9 9 9 9 9 9 9 11 25 1 0 1 0 1 0 1 0 1 0 1 0 6 11 10 10 6 1 0 1 0 1 0 1 0 10 10 28 U N I T S 10 10 10 10 10 4 8 10 14 1 0 1 0 STORMWATER MANAGEMENT POND APPROX = .2 ACRES STORMWATER MANAGEMENT POND APPROX = 0.8 ACRES 2 4 U N I T S 1 0 9 2 4 U N I T S 9 9 1 0 1 0 1 0 6 6 9 6 6 6 6 6 6 STORMWATER MANAGEMENT POND APPROX = 0.2 ACRES STORMWATER MANAGEMENT POND APPROX = 0.8 ACRES 16 UNITS 9 9 8 8 STORMWATER MANAGEMENT POND APPROX = 0.45 ACRES W E T WE T W E T WE T WET WE T WE T WET WET W E T WET W E T WET WE T WET W E T WE T W E T WET WET WET WET W E T W E T WE T WE T 10 10 10 10 2 8 U N I T S 9 8 U N I T S 2 8 U N I T S BENCHMARK HYDRANT TNFH = 919.06 FO U FO FO U UFO MB V EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- EX SB-st-13 U U G U U U GU G U V WILKINSON LAKE BLVD C E N T E R V I L L E R D ASH STREET W W W W W W W W W W W W W W W W W W W W W WET W E T W E T WE T W E T WE T WET WE T WE T WET WET W E T WET W E T WET WE T WET W E T WE T W E T WET WET WET WET W E T W E T WE T WE T WET WET WET WET W E T W E T WET W E T APPROX. ORDINARY HIGH WATER LEVEL 895.2 NORTH OAKS FARMS INC 34-31-22-44-0001 NORTH OAKS FARMS INC 34-31-22-43-0006 NORTH OAKS FARMS INC 34-31-22-44-0008 NORTH OAKS FARMS INC 35-31-22-33-0002 NORTH OAKS FARMS INC 34-31-22-44-0006 CRANDALL SANDER, LOWEL J MALLMAN, KELSEY M 1557 ASH ST. 34-31-22-41-0008 HALL, LAWRENCE M 1565 ASH ST. 34-31-22-41-0004 CERONSKY, CAROLYN M 1573 ASH ST. 34-31-22-41-0005 34-31-22-41-0006 WOODSTROM, JERRY A 1591 ASH ST. 34-31-22-41-0001 COUNTY OF ANOKA 6101 CENTERVILLE RD 35-31-22-32-0004 B I R C H E R A L E C 1 6 1 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 8 G R O V E B R A D & J A W O R S K I M 1 6 0 5 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 5 R O D E N , N O E L L E K A T H E R I N E 1 6 0 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 6 S A G D A L E N A L A N D & N A T A L I E R 1 6 0 1 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 7 DONLIN AMY T H 6100 CENTERVILLE RD 35-31-22-33-0005 GALLOP TRUSTEE, DEBRA A 6102 CENTERVILLE RD 35-31-22-34-0006 NORTH OAKS FARMS INC 043022320002 1 0 0 0 ' S H O R E L A N D O V E R L A Y (A M E L I A L A K E ) ( W I L K I N S O N L A K E ) ( A M E L I A L A K E ) 1 0 0 0 ' S H O R E L A N D O V E R L A Y E M LS Easement per Doc. No. 252087 PRESBYTERIAN HOMES OF NORTH OAKS INC 5919 CENTERVILLE RD 043022210019 30671 C3-SITE-YIELD DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E - Y I E L D . D W G S A V E D B Y : TJ . W E L L S WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 A0-13 YIELD PLAN A0-13 YIELD PLAN 300 30671 A0-13 MINNESOTALINO LAKES 0 SCALE IN FEET 80 160 DWG/TW DWG/TW JDF/TW GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) GARAGE (TYP.) 100 UNDERGROUND PARKING STALLS WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO U FO FO U UFO MB WILKINSON LAKE BLVD C E N T E R V I L L E R O A D C S A H NO. 32 OHLVOHL O H L O H L O H L V O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L G G G G G G G G G G G G FBO FBO F B O F B O F B O F B O F B O F B O F B O F B O F B O U G G OHL OHL OHL G GG O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L 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 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 OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL V G G ACACACE M LS >>>>>>> >> >> >>>>>>>>>>>> MB MB SW Corner Sec. 35-31-22 CIM S. Line - Gov't Lot 5 Sec. 35-31-22 W. L i n e - G o v ' t L o t 5 Se c . 3 5 - T 3 1 - R 2 2 E. L i n e E 1 / 2 - S E 1 / 4 - S E 1 / 4 Se c . 3 4 - T 3 1 - R 2 2 SE Corner Sec. 34-31-22 CIM S. Line Sec. 34-T31-R22 Easement per Doc. No. 252087 3 3 ' R o a d w a y E a s e m e n t N. Line - Gov't Lot 5 Sec. 35-T31-R22 N. 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 W W W W W W W W. L i n e E 1 / 2 - S E 1 / 4 - S E 1 / 4 Se c . 3 4 - T 3 1 - R 2 2 Approximate OHW Line from others 895.2 (NGVD29) 2 1/2" Brass Disc WET WE T WE T WE T W E T W E T WET W E T W E T W E T W E T W E T WE T W E T Flood Zone A per FEMA FIRM map Flood Zone A per FEMA FIRM map 66 66 USGS Brass Disc 659.97 N89°12'14"W 1063.34 N 1 8 ° 5 2 ' 4 2 " W 1 4 0 6 . 1 2 S89°19'02"E 617.78 S0 0 ° 2 4 ' 3 6 " E 1 3 2 3 . 1 1 N0 0 ° 2 0 ' 5 4 " W 1 2 5 3 . 8 2 N89°32'07"E 560.69 N53 ° 5 0 ' 1 7 " E 416 . 3 5 Flood Zone A per FEMA FIRM map ASH STREET 30671 CERT DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ S U R V E Y P R O D U C T I O N D W G S \ 3 0 6 7 1 C E R T . D W G S A V E D B Y : MA R K . S C H W A N Z THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. 2OF 1 - --/--/-- PROJ. NO XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XX LINO LAKES MN CERTIFICATE OF SURVEY 0 SCALE IN FEET 100 200 --- --- --- WILKINSON WATERS ANOKA HOLDINGS, LLC EXISTING 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 = 35 feet (Except as allowed by City Code Section 1007.043(3) BENCHMARK: Onsite benchmark is top nut fire hydrant located along the westerly side of Wilkinson Lake Boulevard approximately 154 feet south of the southeast corner of the Southeast Quarter of Section 34, Township 31, Range 22, Anoka County, Minnesota - Elev = 919.06 feet. Offsite benchmark is MnDot Geodetic Monument OTTER MNDT RESET - Elev = 941.081 feet. FLOOD ZONE: The surveyed premises shown on this survey map is in Flood Zone A, according to Flood Insurance Rate Map Community Panel No. 27003C0365E, published by the Federal Emergency Management Agency, effective date December 16, 2015 and Flood Zone X, according to Flood Insurance Rate Map Community Panel No. 27003C0370E, published by the Federal Emergency Management Agency, effective date December 16, 2015. NOTES: 1.This survey does not purport to show land ownership or all easements or encumbrances that affect the described property. 2.Location of all utilities shown and plotted are approximate, based on Gopher State One Call. Location of all utilities shown and plotted are based on visible surface identification, and/or drawings provided by utility companies contacted by the Gopher State One Call. Utility lines in street right-of-way are not necessarily complete. Private utility lines, may not be located per the Gopher State One Call, available record drawings were used in preparing the location of these lines. Excavations were not made during the process of this survey to locate underground utilities and/or structures. Additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center for verification of utility type and field location, prior to excavation. 3.Survey work was completed on June 4, 2024. LS LEGEND > SAN I UE UTL MB EM GM F C E U T FO Bituminous Surface Concrete Surface Gravel Surface Sanitary Sewer Line Sanitary Line from others Storm Sewer Line Storm Line from others Water Line Water Line from others Forcemain line from others Wetland line from others Underground Gas Line Underground Electric Line Underground Utility Line Underground Fiber Optic Line Overhead Utility Line Landscaping Edge Field Edge Water's Edge Treeline 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 A0-14 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 OHL OHLOHLOHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L STM STM OH L OH L OH L STM STM STM STM STM STM MB MB MB S. Line Sec. 34-T31-R22 W. L i n e SE 1 / 4 - S E 1 / 4 Se c . 3 4 - 3 1 - 2 2 Ea 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 W W W W W W. L i n e E 1 / 2 - S E 1 / 4 - S E 1 / 4 Se c . 3 4 - T 3 1 - R 2 2 Approximate OHW Line from others 895.2 (NGVD29) WET WET W E T WET WE T W E T WET WET WET WET WET 66 N0 0 ° 2 0 ' 5 4 " W 1 2 5 3 . 8 2 1905.73 N89°26'17"E 2565.70 N53 ° 5 0 ' 1 7 " E 416 . 3 5 L=55.70 R=124.82 Δ=25°34'00" N79°24'17" E 250.16 L =1 8 7 .7 8 R =3 8 4 .2 6 Δ =2 8 °0 0 '0 0 " N51 ° 2 4 ' 1 7 " E 1 5 2 7 . 2 4 1/2" Iron Pipe RLS 22440 Flood Zone A per FEMA FIRM map 47 0 30 0 870 S. Line Sec. 34-T31-R22 C.S.A.H NO. 32 (ASH STREET) 1/2" Iron Pipe RLS 16113 30671 CERT DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ S U R V E Y P R O D U C T I O N D W G S \ 3 0 6 7 1 C E R T . D W G S A V E D B Y : MA R K . S C H W A N Z THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. 2OF 1 - --/--/-- PROJ. NO XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XX LINO LAKES MN CERTIFICATE OF SURVEY 0 SCALE IN FEET 100 200 --- --- --- WILKINSON WATERS ANOKA HOLDINGS, LLC LS LEGEND > SAN I UE UTL MB EM GM F C E U T FO Bituminous Surface Concrete Surface Gravel Surface Sanitary Sewer Line Sanitary Line from others Storm Sewer Line Storm Line from others Water Line Water Line from others Forcemain line from others Wetland line from others Underground Gas Line Underground Electric Line Underground Utility Line Underground Fiber Optic Line Overhead Utility Line Landscaping Edge Field Edge Water's Edge Treeline Iron Monument Found Indicates Mag Nail Found Indicates Cast Iron Monument Found Indicates Concrete Stone "X" Found Electric Meter Utility Vault Gas Meter Ground Light Light Pole Transformer Utility Pedestal Utility Pole/Guy Wire Curb Stop Hydrant Water Valve Benchmark Cleanout Drop Intake Manhole/Catch Basin Lift Station Mailbox Post Sign Street Sign Coniferous Tree Deciduous Tree Utility Marker Soil Boring >> STM SANF WAT WET W OHL FBO G V I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE LIC. NO.2/10/25 45817 MARK A. SCHWANZ A0-15 BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO U FO FO U UFO MB WILKINSON LAKE BLVD C E N T E R V I L L E R O A D C S A H NO. 32 OHLVOHL O H L O H L O H L V O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L G G G G G G G G G G G G FBO FBO F B O F B O F B O F B O F B O F B O F B O F B O F B O U G G OHL OHL OHL G GG O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L 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 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 V G G ACACACE M LS >>> MB MB SW Corner Sec. 35-31-22 CIM S. Line - Gov't Lot 5 Sec. 35-31-22 W. L i n e - G o v ' t L o t 5 Se c . 3 5 - T 3 1 - R 2 2 E. L i n e E 1 / 2 - S E 1 / 4 - S E 1 / 4 Se c . 3 4 - T 3 1 - R 2 2 SE Corner Sec. 34-31-22 CIM S. Line Sec. 34-T31-R22 Easement per Doc. No. 252087 3 3 ' R o a d w a y E a s e m e n t N. Line - Gov't Lot 5 Sec. 35-T31-R22N. Line SE 1/4 - SE 1/4 Sec. 34-T31-R22 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 W W W W W W W W. L i n e E 1 / 2 - S E 1 / 4 - S E 1 / 4 Se c . 3 4 - T 3 1 - R 2 2 Approximate OHW Line from others 895.2 (NGVD29) 2 1/2" Brass Disc Flood Zone A per FEMA FIRM map Flood Zone A per FEMA FIRM map 66 66 USGS Brass Disc 659.97 N89°12'14"W 1063.34 N 1 8 ° 5 2 ' 4 2 " W 1 4 0 6 . 1 2 S89°19'02"E 617.78 S0 0 ° 2 4 ' 3 6 " E 1 3 2 3 . 1 1 N0 0 ° 2 0 ' 5 4 " W 1 2 5 3 . 8 2 N89°32'07"E 560.69 N53 ° 5 0 ' 1 7 " E 416 . 3 5 Flood Zone A per FEMA FIRM map ASH STREET 19 . 3 2 107.75 1 6 5 . 5 4 128.39 6 1 . 7 5 L = 1 2 2 . 9 2 Δ = 1 9 ° 0 2 ' 0 5 " 128.39 1 4 2 . 0 6 1 4 2 . 0 6 1 4 2 . 0 6 128.39 1 4 2 . 0 6 190.21 19 . 3 1 L = 1 4 0 . 0 9 Δ = 1 8 ° 3 9 ' 5 8 " 150.01 2 1 7 . 7 6 2 1 7 . 7 6 L=2.77 Δ=0°22'07" 1 5 9 . 3 0 150.00 1 6 2 . 0 6 1 6 2 . 0 6 150.00 1 6 2 . 0 6 1 6 2 . 0 6 159.47 6 3 . 7 5 9 9 . 0 2 1 4 2 . 0 6 128.39 1 4 2 . 0 6 1 6 0 . 7 4 L=1.33 Δ=0°15'13" 183.82 N70°39 ' 1 8 " E 1 6 3 . 8 8 1 4 2 . 0 6 128.39 1 4 2 . 0 6 S 1 9 ° 2 0 ' 4 2 " E 6 3 3 . 5 1 N 1 9 ° 2 0 ' 4 2 " W 6 4 4 . 1 6 304.5156.1 8 606.65 409.32 L=3 17.5 6 Δ=70°0 4'0 5 " 1 1 9 0 . 5 2 L = 8 . 4 6 Δ = 1°4 0'5 8" 3 0 6 . 3 6 S 4 6 ° 5 3 ' 5 7 " E L=78.1 3 Δ=21°0 6'5 2 " 172 . 8 8 S68 ° 0 0 ' 4 9 " E L=60.18 Δ =11°58'20" L = 1 6 1 . 5 0 Δ = 3 7 ° 0 0 '4 4 " L = 8 . 9 5 Δ = 2 ° 0 3 ' 0 1 " L=11.06 Δ=2°06'45" 159.47 3 . 5 1 L = 1 8 6 . 8 7 Δ = 4 8 ° 4 0'0 7" 48. 1 3 131 . 7 9 L=10 6.13 Δ=21°0 6'5 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 . 7 1 L = 1 1 7 . 9 4 Δ = 2 ° 0 0 ' 4 9 " 5 0 3 . 5 2 S 1 9 ° 2 0 ' 4 2 " E 3 6 9 . 2 0 S 1 9 ° 2 0 ' 4 2 " E L = 1 7 4 . 6 2 Δ = 1 3 ° 0 8 ' 5 0 " 9 6 . 5 1 S 3 8 ° 3 9 ' 2 7 " E 71. 0 8 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 " E 1 4 3 . 2 4 S 1 0 ° 4 7 ' 5 7 " E 186.37S70°39 ' 1 8 " W 476.76 S89°18'07"E 1 0 4 . 3 0 S 4 6 ° 0 5 ' 5 8 " E N 1 9 ° 2 0 ' 4 2 " W 5 6 7 . 3 3 127.17 327 . 1 3 71 . 6 6 20.22 9.9 5 10 9 . 2 7 1 3 4 . 7 4 1 2 3 . 7 4 6 6 . 1 2 7 2 . 5 3 56 . 4 2 42.31 79. 9 5 38.40 96 . 9 2 6 5 . 1 8 4 6 . 9 2 7 5 . 0 6 64 . 5 8 N49 ° 5 4 ' 5 1 " E 216 . 2 6 S70°31 ' 1 3 " W 320.65 N21°43'18"E 30.80 N 4 6 ° 0 5 ' 5 8 " W 3 8 5 . 5 0 N 1 0 ° 4 7 ' 5 7 " W 3 9 1 . 1 0 1 1 2 3 4 5 1 2 3 4 5 2 6 18,239 SQ FT 0.42 AC 18,239 SQ FT 0.42 AC 171,814 SQ FT 3.94 AC 3,702 SQ FT 0.08 AC 27,818 SQ FT 0.64 AC 24,608 SQ FT 0.56 AC 24,310 SQ FT 0.56 AC 24,310 SQ FT 0.56 AC 30,510 SQ FT 0.70 AC 18,239 SQ FT 0.42 AC 18,239 SQ FT 0.42 AC 22,744 SQ FT 0.52 AC 224,862 SQ FT 5.16 AC201,115 SQ FT 4.62 AC 198,004 SQ FT 4.55 AC OUTLOT B OUTLOT C OUTLOT E OUTLOT D 405,180 SQ FT 9.30 AC 76 60 SETBACK LINE SETBACK LINE W I L K I N S O N W A Y WI L K I N S O N W A Y W E T W E T W E T W E T W E T WET WE T W E T W E T WET WET WE T WE T WET W E T WE T WET W E T W E T W E T W E T WET WET WET W E T W E T WE T CONSERVATION EASEMENT S89°13'30"E 209.34 N40°20'07"E 23.40 N72°01'26"E 32.69 N89°13'30"W 213.61 S02°29'48"E 37.62 351.52 PROPOSED SEWER AND WATER EASEMENT 10 10 10 10 20' LANDSCAPE BUFFER 20' LANDSCAPE BUFFER N79°17' 1 6 " W 473.00 S86°12'44"W 265.00 N 1 0 ° 4 7 ' 1 6 " W 3 2 5 . 0 0 N4 6 ° 0 5 ' 1 6 " W 37 3 . 0 0 N86°52'16"W ACCESS AND UTILITY EASEMENT 15 15 30671 PPLAT DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ S U R V E Y P R O D U C T I O N D W G S \ 3 0 6 7 1 P P L A T . D W G S A V E D B Y : MA R K . S C H W A N Z THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. 2OF 1 - --/--/-- PROJ. NO XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XX LINO LAKES MN PRELIMINARY PLAT 0 SCALE IN FEET 100 200 --- --- --- WILKINSON WATERS ANOKA HOLDINGS, LLC PROPOSED ZONING: Base Residential Zoning:Base Commercial Zoning: R-4 SETBACKS PER ZONING:General Business Setbacks per Zoning From Street Right-of-way From Street Right-of-way Major Collector or arterial street - 40 feet Major Collector or arterial street - 40 feet Local or minor collector street - 30 feet Local or minor collector street - 30 feet Parking lot - 15 feet Parking lot - 15 feet Requesting a flexibility to 5 feet Requesting a flexibility to 5 feet Rear lot line Rear lot line Principal Building - 30 feet Principal Building - 30 feet Requesting a flexibility to 15 feet Requesting a flexibility to 15 feet Accessory building - 5 feet Accessory building - 5 feet Parking lot - 5 feet Parking lot - 10 feet Side lot line Side lot line Principal Building - 20 feet Principal Building - 30 feet Requesting a flexibility to 10 feet Requesting a flexibility to 15 feet Accessory Building - 5 feet Accessory Building - 10 feet Parking lot - 5 feet Parking lot - 10 feet Zero lot line - Side yard setback requirements shall not be applied to a common wall of multi-family dwelling units Building Height Flexibility: To be greater of 4 Stories or 55' from grade to mid-rake. BENCHMARK: Onsite benchmark is top nut fire hydrant located along the westerly side of Wilkinson Lake Boulevard approximately 154 feet south of the southeast corner of the Southeast Quarter of Section 34, Township 31, Range 22, Anoka County, Minnesota - Elev = 919.06 feet. Offsite benchmark is MnDot Geodetic Monument OTTER MNDT RESET - Elev = 941.081 feet. FLOOD ZONE: The surveyed premises shown on this survey map is in Flood Zone A, according to Flood Insurance Rate Map Community Panel No. 27003C0365E, published by the Federal Emergency Management Agency, effective date December 16, 2015 and Flood Zone X, according to Flood Insurance Rate Map Community Panel No. 27003C0370E, published by the Federal Emergency Management Agency, effective date December 16, 2015. NOTES: 1.This survey does not purport to show land ownership or all easements or encumbrances that affect the described property. 2.Location of all utilities shown and plotted are approximate, based on Gopher State One Call. Location of all utilities shown and plotted are based on visible surface identification, and/or drawings provided by utility companies contacted by the Gopher State One Call. Utility lines in street right-of-way are not necessarily complete. Private utility lines, may not be located per the Gopher State One Call, available record drawings were used in preparing the location of these lines. Excavations were not made during the process of this survey to locate underground utilities and/or structures. Additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center for verification of utility type and field location, prior to excavation. 3.Survey work was completed on June 4, 2024. LS LEGEND > SAN I UE UTL MB EM GM F C E U T FO Bituminous Surface Concrete Surface Gravel Surface Sanitary Sewer Line Sanitary Line from others Storm Sewer Line Storm Line from others Water Line Water Line from others Forcemain line from others Wetland line from others Underground Gas Line Underground Electric Line Underground Utility Line Underground Fiber Optic Line Overhead Utility Line Landscaping Edge Field Edge Water's Edge Treeline Deciduous Tree Utility Marker Soil Boring Iron Monument Found Indicates Mag Nail Found Indicates Cast Iron Monument Found Indicates Concrete Stone "X" Found Electric Meter Utility Vault Gas Meter Ground Light Light Pole Transformer Utility Pedestal Utility Pole/Guy Wire Curb Stop Hydrant Water Valve Benchmark Cleanout Drop Intake Manhole/Catch Basin Lift Station Mailbox Post Sign Street Sign Coniferous Tree >> STM SANF WAT WET W OHL FBO G V I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE LIC. NO.2/10/25 45817 MARK A. SCHWANZ WILKINSON WATERS ADDITIONEXISTING LEGAL DESCRIPTION: The East Half of the Southeast Quarter of the Southeast Quarter (E1/2 SE1/4 of SE 1/4) of Section 34, Township 31, Range 22, East of St. Paul Water Works, Anoka County, Minnesota. AND That portion of Government Lot 5, Section 35, Township 31, Range 22 West, lying west of the Centerville Road, Anoka County, Minnesota. AND The South 300 feet thereof, and except the North 170 feet of the South 470 feet of the East 870 feet thereof, that part of the West three-quarters of the South Half of the Southeast one-quarter (W 3/4 S 1/2 SE 1/4) Section 34, Township 31, Range 22 lying southeasterly of the presently existing Water Department right-of-way (meaning thereby the right-of-way easement for conduit purposes of the St. Paul Board of Water Commissioners), Anoka County, Minnesota. AND The South Four Hundred Seventy (470) feet of the Southwest Quarter of Southeast Quarter of Southeast Quarter (SW 1/4 of SE 1/4 of SE 1/4) of Section Thirty-four (34), Township Thirty-one (31) North, Range Twenty-two (22) West and also the South Four Hundred Seventy (470) feet of the East Two Hundred Ten (210) feet of the Southwest Quarter of Southeast Quarter (SW 1/4 of SE 1/4) of said Section Thirty-four (34); and also, except the East Two Hundred Ten (210) feet, all that part of the South Three Hundred (300) feet of the Southwest Quarter of Southeast Quarter (SW 1/4 of SE 1/4) of said Section Thirty-four (34) lying Easterly of St. Paul Water Works right of way; and also all that part of the South Twenty-five (25) feet of the Southwest Quarter of Southeast Quarter (SW 1/4 of SE 1/4) of said Section Thirty-four (34) lying westerly of said right of way; and also all that part of the South Twenty-five (25) feet of the Southeast Quarter of Southwest Quarter (SE 1/4 of SW 1/4) of said Section Thirty-four (34) lying Easterly of the County Road, Anoka County, Minnesota. BASIS OF BEARING: The orientation of this bearing system is based on the east line of the East Half of the Southeast Quarter of the Southeast Quarter of Section 34, Township 31, Range 22, Anoka County, Minnesota. Said line bears South 00 degrees 24 minutes 36 seconds East. AREA TABLE: OVERALL SITE = 3,303,390 sq. ft. - 75.835 acres EXISTING PROPERTY: ZONED: R (Rural) (Per City of Lino Lakes City Code and Zoning Ordinances) Setbacks Building Right of Way (Local or Minor Collector Street) = 30 feet Right of Way (Major Collector or Arterial Street) = 40 feet Rear (Principal Building) = 30 feet Rear (Accessory Building) = 30 feet Side (Principal Building) = 10 feet Side (Accessory Building) = 5 feet Parking Lots for non-residential uses: 15 feet from all lot lines Height Requirements Maximum Height = 40 feet (Except as allowed by City Code Section 1007.043(3) A0-16 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 OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L STM STM OH L OH L OH L STM STM STM STM STM STM MB MB MB S. Line Sec. 34-T31-R22 W. L i n e SE 1 / 4 - S E 1 / 4 Se c . 3 4 - 3 1 - 2 2 Ea 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 W W W. L i n e E 1 / 2 - S E 1 / 4 - S E 1 / 4 Se c . 3 4 - T 3 1 - R 2 2 Approximate OHW Line from others 895.2 (NGVD29) 66 N0 0 ° 2 0 ' 5 4 " W 1 2 5 3 . 8 2 1905.73 N89°26'17"E 2565.70 N53 ° 5 0 ' 1 7 " E 416 . 3 5 L=55.70 R=124.82 Δ=25°34'00" N79°24'17" E 250.16 L =1 8 7 .7 8 R =3 8 4 .2 6 Δ =2 8 °0 0 '0 0 " N51 ° 2 4 ' 1 7 " E 1 5 2 7 . 2 4 1/2" Iron Pipe RLS 22440 Flood Zone A per FEMA FIRM map 47 0 30 0 870 S. Line Sec. 34-T31-R22 C.S.A.H NO. 32 (ASH STREET) 1/2" Iron Pipe RLS 16113 56.1 8 1,782,738 SQ FT 40.93 AC OUTLOT A W E T WET WE T W E T WET WET WET WET WET WET WET WET WET WE T WET WET WET W E T WE T WET WE T WET W E T WE T W E T WET WET WE T WE T WET W E T WE T WET WET WET CONSERVATION EASEMENT S86°12'44"W 265.00N86°52'16"W 130.00 N 6 3 ° 1 4 ' 1 6 " W 2 4 1 . 0 0 S89°31'44"W 652.00 S 2 2 ° 0 9 ' 0 2 " E 2 0 3 . 6 8 S 1 3 ° 3 8 ' 3 2 " E 3 6 1 . 4 1 15 15 25 25 2 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 S4 0 ° 0 2 ' 1 8 " W 6 1 4 . 4 0 30671 PPLAT DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ S U R V E Y P R O D U C T I O N D W G S \ 3 0 6 7 1 P P L A T . D W G S A V E D B Y : MA R K . S C H W A N Z THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. 2OF 1 - --/--/-- PROJ. NO XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XX LINO LAKES MN PRELIMINARY PLAT 0 SCALE IN FEET 100 200 --- --- --- WILKINSON WATERS ANOKA HOLDINGS, LLC LS LEGEND > SAN I UE UTL MB EM GM F C E U T FO Bituminous Surface Concrete Surface Gravel Surface Sanitary Sewer Line Sanitary Line from others Storm Sewer Line Storm Line from others Water Line Water Line from others Forcemain line from others Wetland line from others Underground Gas Line Underground Electric Line Underground Utility Line Underground Fiber Optic Line Overhead Utility Line Landscaping Edge Field Edge Water's Edge Treeline Iron Monument Found Indicates Mag Nail Found Indicates Cast Iron Monument Found Indicates Concrete Stone "X" Found Electric Meter Utility Vault Gas Meter Ground Light Light Pole Transformer Utility Pedestal Utility Pole/Guy Wire Curb Stop Hydrant Water Valve Benchmark Cleanout Drop Intake Manhole/Catch Basin Lift Station Mailbox Post Sign Street Sign Coniferous Tree Deciduous Tree Utility Marker Soil Boring >> STM SANF WAT WET W OHL FBO G V I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE LIC. NO.2/10/25 45817 MARK A. SCHWANZ WILKINSON WATERS ADDITION A0-17 NUMBER DATE NOT FOR CONSTRUCTION SHEET NOT VAILD UNLESS THIS TEXT IS COLOR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DULICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. PROJECT PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / A p a r t m e n t B u i l d in g 1 0 . 2 8 . 2 4 . r v t 2 / 1 0 / 2 0 2 5 1 0 : 1 0 : 5 7 A M A0 01/19/2021 PROJECT IMAGERY AND MATERIALS LINO LAKES MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 NO. REVISIONS DATE UP UP 9 14 16 17 18 19 20 21 22 23 252627282930313233343536 373839404142 43 44 A3 . 1 0 1 A3 . 1 1 1 A3 . 1 0 2 A3 . 1 1 2 1 A4.12 1 A3.20 1 A3.21 3 A4.12 46 47 10' - 1"4' - 2" 14' - 3"25' - 6"22' - 3" 8' - 0"62' - 0" 70' - 0" 22 ' - 5 " 25 ' - 6 " 22 ' - 3 " 8' - 0"4' - 2"10' - 1"25' - 6"22' - 3"15' - 7"28' - 8"28' - 8"30' - 4"28' - 8"28' - 8"28' - 8"28' - 8"28' - 8"28' - 8"28' - 8"28' - 8"28' - 8"10' - 9" 10 ' - 5 " 38 ' - 1 1 " 30 ' - 4 " 30 ' - 0 " 30 ' - 0 " 30 ' - 4 " 22 ' - 3 " 25 ' - 6 " 442' - 0" 5 34 31 5 16 12 69 9' PARKING SPACES 34 10' PARKING SPACES 103 TOTAL INCLUDING 5 ACCESSIBLE PARKING STALLS Maint. DOG WASH BAY GARBAGE & MAINT. GARBAGE & MAINT. 7' - 6" MECH. 24 0 ' - 0 " AA - 2 0 1 AA - 2 0 2 AA - 2 1 1 AA - 2 1 2 19' - 9" 1 A3.22 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 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / 2 4 - 0 2 7 A p a r t m e n t B u i l d i n g ( R2 4 ) . r v t 3/ 1 0 / 2 0 2 5 1 0 : 5 8 : 0 9 A M AA-10 01/19/2021 PARKING GARAGE LINO LAKES, MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/16" = 1'-0"1 PARKING A-PUD NO.REVISIONS DATE UP UPUP A3 . 1 0 1 A3 . 1 1 1 A3 . 1 0 2 A3 . 1 1 2 UNIT 102 2 BEDRM + DEN 2/A1.16 UNIT 101 2 BEDRM 1/A1.16 UNIT 105 2 BEDRM 1/A1.16 UNIT 106 2 BEDRM 3/A1.15 UNIT 107 2 BEDRM 1/A1.16 UNIT 108 2 BEDRM 3/A1.15 UNIT 109 2 BEDRM 1/A1.16 UNIT 110 2 BEDRM 3/A1.15 UNIT 111 1 BEDRM 2/A1.14 UNIT 112 1 BEDRM 2/A1.14 UNIT 113 1 BEDRM 2/A1.14 UNIT 114 1 BEDRM 2/A1.14 UNIT 115 2 BEDRM 1/A1.16 UNIT 116 1 BEDRM 2/A1.14 UNIT 118 1 BEDRM 2/A1.14 UNIT 117 1 BEDRM 2/A1.14 UNIT 120 1 BEDRM 2/A1.14 UNIT 119 1 BEDRM + DEN 3/A1.14 UNIT 122 2 BEDRM 1/A1.16 UNIT 124 2 BEDRM + DEN 3/A1.16 UNIT 126 1 BEDRM 2/A1.14 UNIT 128 1 BEDRM 2/A1.14 UNIT 129 1 BEDRM + DEN 3/A1.14 UNIT 130 2 BEDRM 1/A1.16 UNIT 132 2 BEDRM 1/A1.16 UNIT 133 STUDIO 1/A1.14 UNIT 103 1 BEDRM 2/A1.14 UNIT 104 1 BEDRM + DEN 2/A1.15 STORAGE. UNITS JAN /MECH JAN /MECH UNIT 135 STUDIO 1/A1.14 UNIT 134 STUDIO 1/A1.14 UNIT 136 2 BEDRM + DEN 2/A1.16 UNIT 137 2 BEDRM 1/A1.16 AA - 2 0 1 AA - 2 0 2 AA - 2 1 1 AA - 2 1 2 Department Legend ONE BEDROOM ONE BEDROOM AND DEN STUDIO TWO BEDROOM TWO BEDROOM + DEN RESIDENTIAL UNIT TYPE 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 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / 2 4 - 0 2 7 A p a r t m e n t B u i l d i n g ( R2 4 ) . r v t 3/ 1 0 / 2 0 2 5 1 0 : 5 8 : 1 3 A M AA-11 01/19/2021 MAIN FLOOR LINO LAKES, MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/16" = 1'-0"1 LEVEL 1 A-PUD NO.REVISIONS DATE UP UP A3 . 1 0 1 A3 . 1 1 1 A3 . 1 0 2 A3 . 1 1 2 ___________________A1.23 2 STORAGE. UNITS CONF. ROOM / OFFICE RENTAL STAFF STORAGE STORAGE. UNITS JAN /MECH JAN /MECH UNIT 202 2 BEDRM + DEN 2/A1.16 UNIT 201 2 BEDRM 1/A1.16 UNIT 203 1 BEDRM 2/A1.14 UNIT 204 1 BEDRM + DEN 2/A1.15 UNIT 205 2 BEDRM 1/A1.16 UNIT 206 2 BEDRM 3/A1.15 UNIT 207 2 BEDRM 1/A1.16 UNIT 208 2 BEDRM 3/A1.15 UNIT 209 2 BEDRM 1/A1.16 UNIT 210 2 BEDRM 1/A1.16 UNIT 211 1 BEDRM 2/A1.14 UNIT 212 1 BEDRM 2/A1.14 UNIT 213 1 BEDRM 2/A1.14 UNIT 214 1 BEDRM 2/A1.14 UNIT 215 2 BEDRM 1/A1.16 UNIT 216 1 BEDRM 2/A1.14 UNIT 218 1 BEDRM 2/A1.14 UNIT 217 1 BEDRM 2/A1.14 UNIT 220 1 BEDRM 2/A1.14 UNIT 219 1 BEDRM + DEN 3/A1.14 UNIT 222 2 BEDRM 1/A1.16 UNIT 224 2 BEDRM + DEN 3/A1.16 UNIT 226 1 BEDRM 2/A1.14 UNIT 228 1 BEDRM 2/A1.14 UNIT 229 1 BEDRM + DEN 3/A1.14 UNIT 230 2 BEDRM 1/A1.16 UNIT 231 2 BEDRM 1/A1.16 UNIT 232 2 BEDRM 1/A1.16 UNIT 233 STUDIO 1/A1.14 UNIT 235 STUDIO 1/A1.14 UNIT 234 STUDIO 1/A1.14 UNIT 236 2 BEDRM + DEN 2/A1.16 UNIT 237 2 BEDRM 1/A1.16 ___________________A1.23 3 AA - 2 0 1 AA - 2 0 2 AA - 2 1 1 AA - 2 1 2 Department Legend ONE BEDROOM ONE BEDROOM AND DEN STUDIO TWO BEDROOM TWO BEDROOM + DEN RESIDENTIAL UNIT TYPE 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 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / 2 4 - 0 2 7 A p a r t m e n t B u i l d i n g ( R2 4 ) . r v t 3/ 1 0 / 2 0 2 5 1 0 : 5 8 : 1 7 A M AA-12 01/19/2021 SECOND FLOOR LINO LAKES, MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/16" = 1'-0"1 LEVEL 2 A-PUD NO.REVISIONS DATE UP UP A3 . 1 0 1 A3 . 1 1 1 A3 . 1 0 2 A3 . 1 1 2 ___________________A1.23 2 UNIT 302 2 BEDRM + DEN 2/A1.16 UNIT 301 2 BEDRM 1/A1.16 UNIT 305 2 BEDRM 1/A1.16 UNIT 306 2 BEDRM 3/A1.15 UNIT 307 2 BEDRM 1/A1.16 UNIT 308 2 BEDRM 3/A1.15 UNIT 309 2 BEDRM 1/A1.16 UNIT 310 2 BEDRM 1/A1.16 UNIT 311 1 BEDRM 2/A1.14 UNIT 312 1 BEDRM 2/A1.14 UNIT 313 1 BEDRM 2/A1.14 UNIT 314 1 BEDRM 2/A1.14 UNIT 303 1 BEDRM 2/A1.14 UNIT 304 1 BEDRM + DEN 2/A1.15 STORAGE. UNITS IET ROOM JAN /MECH ___________________A1.12 1 AA - 2 0 1 AA - 2 0 2 AA - 2 1 1 AA - 2 1 2 Department Legend ONE BEDROOM ONE BEDROOM AND DEN STUDIO TWO BEDROOM TWO BEDROOM + DEN RESIDENTIAL UNIT TYPE UNIT 317 2 BEDRM 1/A1.16 UNIT 316 1 BEDRM 2/A1.14 UNIT 318 1 BEDRM 2/A1.14 UNIT 319 1 BEDRM 2/A1.14 UNIT 320 1 BEDRM 2/A1.14 UNIT 321 1 BEDRM + DEN 3/A1.14 UNIT 322 2 BEDRM 1/A1.16 UNIT 324 2 BEDRM + DEN 3/A1.16 UNIT 326 1 BEDRM 2/A1.14 UNIT 328 1 BEDRM 2/A1.14 UNIT 329 1 BEDRM + DEN 3/A1.14 UNIT 330 2 BEDRM 1/A1.16 UNIT 331 2 BEDRM 1/A1.16 UNIT 332 2 BEDRM 1/A1.16 UNIT 333 STUDIO 1/A1.14 UNIT 315 STUDIO 5/A1.14 UNIT 335 STUDIO 1/A1.14 UNIT 334 STUDIO 1/A1.14 UNIT 336 2 BEDRM + DEN 2/A1.16 UNIT 337 2 BEDRM 1/A1.16 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 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / 2 4 - 0 2 7 A p a r t m e n t B u i l d i n g ( R2 4 ) . r v t 3/ 1 0 / 2 0 2 5 1 0 : 5 8 : 2 1 A M AA-13 01/19/2021 THIRD FLOOR LINO LAKES, MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/16" = 1'-0"1 LEVEL 3 A-PUD NO.REVISIONS DATE 9' - 11 1/2"5' - 3"5' - 8 3/8"8' - 7" 5' - 5 7 / 8 " 28 ' - 5 1 / 2 " 3' - 11 1/2"5' - 5 1/8"2' - 3 7/8"3' - 5 1/2"7' - 0"7' - 3 7/8" 16 ' - 7 3 / 8 " 8' - 4 " 9' - 0 " 2' - 1 0 1 / 2 " 5' - 7"9' - 4" 2' - 7 " 4' - 3 1 / 2 " 11 ' - 2 1 / 2 " 10 ' - 4 1 / 2 " 6' - 4 7 / 8 " 29' - 5 7/8" 33 ' - 1 1 3 / 8 " KITCHEN BEDROOM CLOSETS W/O WASHER&DRYER CLOSET W/ LAUNDRY BATHLIVING AREA BEDROOM 5' - 7 3/8"5' - 7 1/2"3' - 10"1' - 10 1/2"5' - 5 7/8"3' - 10 3/8" 13 ' - 4 3 / 4 " 8' - 2 " 9' - 7 5 / 8 " 5' - 7"5' - 7 5/8"5' - 5 1/2"10' - 1"9' - 5" 36' - 2 1/8" 5' - 6 1 / 2 " 8' - 5 5 / 8 " 16 ' - 1 1 1 / 4 " 30 ' - 1 1 3 / 8 " BEDROOM BEDROOM CLOSETS W/O WASHER&DRYER CLOSET W/ LAUNDRY BATH KITCHEN LIVING AREA DEN 6' - 5 1 / 2 " 7' - 8 1 / 4 " 10 ' - 1 1 " 4' - 3 1 / 2 " 2' - 6 1 / 8 " 6' - 0 1/2"5' - 6 1/2" 9' - 9 1/2"5' - 2 1/2"5' - 10 1/2"5' - 5 1/8" 13 ' - 3 1 / 4 " 8' - 2 " 9' - 6 1 / 8 " 3' - 10 5/8"5' - 6"1' - 10"3' - 11 7/8"5' - 6 1/4"5' - 7" 5' - 5 7 / 8 " 25 ' - 5 1 / 2 " 2' - 1 0 1 / 2 " 4' - 3 1 / 2 " 10 ' - 1 1 " 7' - 4 1 / 2 " 6' - 4 7 / 8 " 30 ' - 1 1 3 / 8 " 26' - 3 3/4" BEDROOM BEDROOM CLOSETS W/O WASHER&DRYER KITCHEN BATH CLOSET W/ LAUNDRY LIVING AREA 5' - 6 3/4"6' - 2 1/8" 5' - 6 " 25 ' - 5 3 / 8 " 7' - 3 1/2"5' - 5"6' - 7 1/4" 14 ' - 1 3 / 8 " 6' - 8 " 2' - 9 " 7' - 5 " 30 ' - 1 1 3 / 8 " 3' - 9 1/4"3' - 8 3/4"3' - 11"3' - 0"4' - 10 5/8" 6' - 0 " 19' - 3 3/4" 560 SF CLOSET W/ LAUNDRY BATH LIVING AREA BEDROOM KITCHEN 2' - 4 " 5' - 2 3 / 8 " 9' - 8 1 / 2 " 2' - 9 3/8"6' - 8 3/4" 1' - 4" 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 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / A p a r t m e n t B u i l d i n g 1 0 . 2 8 . 2 4 .r v t 2/ 8 / 2 0 2 5 5 : 2 1 : 5 5 P M AA-14 01/19/2021 APARTMENT UNIT PLAN LINO LAKES MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/4" = 1'-0"1 1 BED W/ BUMP A-PUD 1/4" = 1'-0"2 1BED & DEN OPTION 1 1/4" = 1'-0"3 1BED 1/4" = 1'-0"4 STUDIO NO.REVISIONS DATE 5' - 6 1 / 2 " 25 ' - 4 7 / 8 " 5' - 7 3 / 4 " 10 ' - 5 1 / 4 " 47 ' - 0 3 / 8 " 5' - 4 1/4"5' - 6"4' - 0"1' - 10"5' - 5 7/8"3' - 8 5/8" 25' - 10 5/8" 5' - 5 1/2"11' - 1 1/8"9' - 6" 21 ' - 6 7 / 8 " 9' - 1 0 " 5' - 2 1 / 4 " 4' - 4 1 / 4 " 6' - 1 " BEDROOM BEDROOM CLOSETS W/O WASHER&DRYER BATH CLOSET W/ LAUNDRY KITCHEN LIVING AREA DEN 5' - 8 7/8" 6' - 0 " 7' - 1 0 3 / 8 " 11 ' - 2 1 / 2 " 5' - 6 7/8"5' - 7 1/2" 2' - 0 5/8" 8' - 1 1 " 8' - 4 " 13 ' - 8 3 / 8 " 5' - 7 3/8"5' - 6"4' - 0"4' - 0"5' - 1 3/4"1' - 10"9' - 5 1/8" 5' - 5 1/2"5' - 7"5' - 6"10' - 0"8' - 11 5/8" 14 ' - 6 " 16 ' - 5 3 / 8 " 30 ' - 1 1 3 / 8 " 35' - 6 1/4" 3' - 0 " BEDROOM BEDROOM CLOSETS W/O WASHER&DRYER CLOSET W/ LAUNDRY BATH KITCHEN LIVING AREA DEN 1' - 7 3 / 4 " 4' - 8 1 / 4 " 10 ' - 1 1 " 7' - 8 3 / 8 " 6' - 0 " 5' - 5 1/2"5' - 8 1/2" 1' - 5 5/8"5' - 5"3' - 0"5' - 5 1/2"10' - 4"4' - 11 3/4"5' - 1 7/8" 12 ' - 1 7 / 8 " 7' - 0 " 12 ' - 3 1 / 2 " 2' - 6 " 7' - 4 7/8"3' - 7 1/8"3' - 5 1/2"1' - 7 1/2"5' - 0 1/2"4' - 6 3/4"4' - 8"5' - 5 5/8" 7' - 1 1 " 7' - 0 " 16 ' - 8 7 / 8 " 6' - 2"4' - 6 5/8" 4' - 2 1 / 4 " 3' - 4 " 7' - 5 1 / 4 " 6' - 6 1/2" 6' - 8" 35' - 9 3/4" 33 ' - 1 1 3 / 8 " 31 ' - 7 7 / 8 " BEDROOM LIVING AREA BEDROOM CLOSETS W/O WASHER&DRYER BEDROOM BEDROOM CLOSETS W/O WASHER&DRYER BATHKITCHENBATH CLOSET W/ LAUNDRY 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 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / A p a r t m e n t B u i l d i n g 1 0 . 2 8 . 2 4 .r v t 2/ 8 / 2 0 2 5 5 : 2 1 : 5 6 P M AA-15 01/19/2021 APARTMENT UNIT PLAN LINO LAKES MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/4" = 1'-0"1 1BED & DEN OPTION 2 1/4" = 1'-0"3 1BED & DEN OPTION 3 1/4" = 1'-0"2 2BED W/ BUMP A-PUD NO.REVISIONS DATE 5' - 6"5' - 4 5/8"9' - 9"5' - 5"2' - 8 5/8"7' - 0 1/2" 35' - 9 3/4" 10 ' - 1 0 1 / 2 " 4' - 0 1 / 4 " 4' - 3 5 / 8 " 6' - 6 " 5' - 6 " 31 ' - 2 3 / 8 " 5' - 2 5/8"5' - 3 7/8"3' - 11"1' - 7 1/2"5' - 1"4' - 0 1/2"5' - 4 1/2"5' - 5 1/2"4' - 7 1/2"5' - 3" 8' - 4 3 / 8 " 6' - 5 " 16 ' - 2 " 1' - 6" 6' - 2" 3' - 5 1 / 8 " 5' - 0 3 / 8 " 2' - 7 1 / 2 " 5' - 6 3 / 4 " 1' - 7 " 2' - 6 " 2' - 6 " 4' - 6"6' - 3 3/8" 6' - 0" BEDROOM BEDROOM CLOSETS W/O WASHER&DRYER BATH BATH CLOSET W/ LAUNDRY BEDROOM KITCHEN LIVING AREA DEN 6 3/4" 6' - 5 1 / 2 " 6' - 0 3/4"2' - 6"5' - 5"1' - 1"5' - 5"4' - 1"5' - 7 1/4"12' - 8 5/8" 3' - 1 1 " 5' - 0 " 1' - 1 0 1 / 2 " 3' - 5 7 / 8 " 6' - 5 5 / 8 " 8' - 1 1 1 / 8 " 4' - 1 0 5 / 8 " 5' - 7"6' - 8"9' - 0"5' - 11 3/8"7' - 4 1/4"8' - 5 3/8" 1' - 8 1 / 2 " 12 ' - 8 3 / 8 " 2' - 6 " 3' - 2 " 9' - 5 7 / 8 " 5' - 0 5 / 8 " 6' - 10" BEDROOM BEDROOM BEDROOM CLOSETS W/O WASHER&DRYER BATHBATH CLOSET W/ LAUNDRY KITCHEN LIVING AREA DEN 34 ' - 7 3 / 8 " 42' - 10 5/8" 2' - 6 " 2' - 6 5 / 8 " 9' - 1 0 1 / 2 " 2' - 6 5 / 8 " 10' - 7 5/8"4' - 0"5' - 1 1/4"1' - 7"4' - 0"10' - 6" 2' - 1 7 / 8 " 12 ' - 3 1 / 2 " 2' - 6 " 14 ' - 0 " 30 ' - 1 1 3 / 8 " 5' - 7 3/8"4' - 9 3/4"10' - 4 1/8"5' - 5 1/2"3' - 0 3/8"5' - 4 3/4"1' - 2" 35' - 9 3/4" 16 ' - 4 3 / 8 " 7' - 0 " 7' - 7 " 4' - 9 3/8"5' - 9 3/4" 4' - 1 1 / 4 " 2' - 1 0 1 / 2 " 1' - 3"5' - 0" 6' - 3"5' - 6 5/8" 4' - 9 5/8"6' - 4" 6' - 6 5 / 8 " BATH BEDROOM CLOSETS W/O WASHER&DRYER BEDROOM BATH CLOSET W/ LAUNDRY BEDROOM KITCHEN LIVING AREA 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 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / A p a r t m e n t B u i l d i n g 1 0 . 2 8 . 2 4 .r v t 2/ 8 / 2 0 2 5 5 : 2 1 : 5 6 P M AA-16 01/19/2021 APARTMENT UNIT PLANS LINO LAKES MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/4" = 1'-0"1 2BED & DEN 1/4" = 1'-0"2 2BED & DEN CORNER UNIT 1/4" = 1'-0"3 2BED NO.REVISIONS DATE LEVEL 1 100' - 0" LEVEL 2111' - 2 5/8" ROOF132' - 5 1/4" LEVEL 3 122' - 5 1/4" PARKING88' - 10" 6 37 LEVEL 1 100' - 0" LEVEL 2111' - 2 5/8" ROOF 132' - 5 1/4" LEVEL 3122' - 5 1/4" PARKING88' - 10" 6 3 736 7 733 NUMBER DATE NOT FOR CONSTRUCTION SHEET NOT VAILD UNLESS THIS TEXT IS COLOR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DULICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. PROJECT P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / A p a r t m e n t B u i l d i n g 1 0 . 2 8 . 2 4 .r v t 2/ 8 / 2 0 2 5 5 : 2 2 : 1 6 P M AA-20 01/19/2021 APARTMENT ELEVATIONS LINO LAKES MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/16" = 1'-0"1 ENTRY ELEVATION 1/16" = 1'-0"2 END ELEVATION AT GARAGE ENTRY NO.REVISIONS DATE LEVEL 1100' - 0" LEVEL 2 111' - 2 5/8" ROOF132' - 5 1/4" LEVEL 3122' - 5 1/4" PARKING88' - 10" 6 3 7 7 3 6 39 ' - 8 3 / 4 " LEVEL 1100' - 0" LEVEL 2 111' - 2 5/8" ROOF 132' - 5 1/4" LEVEL 3122' - 5 1/4" PARKING88' - 10" 3 3 67 7 6 NUMBER DATE NOT FOR CONSTRUCTION SHEET NOT VAILD UNLESS THIS TEXT IS COLOR THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DULICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. PROJECT P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / A p a r t m e n t B u i l d i n g 1 0 . 2 8 . 2 4 .r v t 2/ 8 / 2 0 2 5 5 : 2 2 : 4 3 P M AA-21 01/19/2021 APARTMENT ELEVATIONS LINO LAKES MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/16" = 1'-0"1 STREET & GREENWAY ELEVATION 1/16" = 1'-0"2 END ELEVATION @ PROPERTY LINE NO.REVISIONS DATE A1.19 1 A1.19 2 A1.19 3 A1.19 4 85' - 11" POOL 12' - 11"17' - 1"36' - 11"19' - 0" 99 ' - 1 1 " 27 ' - 0 " 19 ' - 1 1 " 12 ' - 1 " 35 ' - 1 1 " 5' - 0 " 2' - 0 " 24 ' - 0 " 17 ' - 1 1 " 58 ' - 0 " 3' - 0 " 9' - 7 1/4"31' - 9 3/4"44' - 6" 33' - 8" 32 ' - 2 " AC-20 1 AC-20 2 AC-20 3 AC-20 4 OFFICE OFFICE CONFERENCEOFFICE PACKAGE THEATER YOGA EXERCISE UTILITY WOMEN MEN PARTY ROOMOFFICEOFFICE COMMUNITY MECH 5' - 6" POOL STORAGE POOL EQUIPMENT GRILLING KITCHEN GRILLING KITCHEN FIRE PIT ENTRY RR RR STOR.STOR. STAFF HALL LOBBYENTRY 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 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / A p a r t m e n t B u i l d i n g 1 0 . 2 8 . 2 4 .r v t 2/ 8 / 2 0 2 5 5 : 2 2 : 4 4 P M AC-10 01/19/2021 CLUBHOUSE PLAN LINO LAKES MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/8" = 1'-0"1 LEVEL 1 clubhouse 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 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / A p a r t m e n t B u i l d i n g 1 0 . 2 8 . 2 4 .r v t 2/ 8 / 2 0 2 5 5 : 2 2 : 4 6 P M AC-20 01/19/2021 CLUBHOUSE ELEVATIONS LINO LAKES MINNESOTA WILKINSON WATERS 24-027 01/19/2021 Author Checker Checker 24-027 1/8" = 1'-0"1 Elevation 6 - a A-PUD 1/8" = 1'-0"2 Elevation 7 - a A-PUD 1/8" = 1'-0"3 Elevation 8 - a A-PUD 1/8" = 1'-0"4 Elevation 9 - a A-PUD NO.REVISIONS DATE UP UP UP UP DN DN DN DN -A2.00 A2.0111 A2.00 2 118' - 1" 29' - 6 1/4"29' - 6 1/4"29' - 6 1/4"29' - 6 1/4" 72 ' - 1 1 " 29 ' - 0 " 35 ' - 1 1 " 8' - 0 " 4' - 8 1 / 2 " 15' - 0" AT-20 1 AT-20 2 -- -A2.00 A2.0111 A2.00 2 106' - 1 1/2" 36 ' - 1 1 1 / 2 " 3' - 10 1/2"16' - 0 1/2"7' - 3 1/2"16' - 0 1/2"3' - 10 1/2"11' - 11 1/2"3' - 10 1/2"16' - 0 1/2"7' - 3 1/2"16' - 0 1/2"3' - 10 1/2" 7' - 0 " 11 ' - 2 1 / 2 " 13 ' - 9 " 5' - 0 " AT-20 1 AT-20 2 -- RoomRoom 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 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / T o w n h o u s e M o d e l . r v t 2/ 8 / 2 0 2 5 5 : 2 4 : 2 0 P M AT-10 2/10/2025 TOWNHOUSE PLAN Enter address here TOWNHOMES Project Number 2/10/2025 Author Checker Checker Project Number 1/8" = 1'-0"1 Level 1 A-PUD 1/8" = 1'-0"2 Level 2 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 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N TITLE SHEET PROJECT NO. FILE NAME DRAWN BY DESIGNED BY REVIEWED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TERESA McCORMACK, AIA 21247 Au t o d e s k D o c s : / / S t a l l a n d L i n o L a k e s / T o w n h o u s e M o d e l . r v t 2/ 8 / 2 0 2 5 5 : 2 4 : 2 7 P M AT-20 2/10/2025 TOWNHOUSE ELEVATION Enter address here TOWNHOMES Project Number 2/10/2025 Author Checker Checker Project Number 1/8" = 1'-0"1 END ELEVATION @ TOWN HOUSES 1/8" = 1'-0"2 STREET ELEVATION @ TOWNHOUSES 1/8" = 1'-0"3 GREENWAY ELEVATION @ TOWNHOUSES NO.REVISIONS DATE 30671 C0-TITLES DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 0 - T I T L E S . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C0-11 LEGEND, NOTES & TYPICAL SECTIONS C0-11 LEGEND, NOTES & TYPICAL SECTIONS 300 30671 C0-11 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW LINETYPE 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 WETLAND WATER EDGE FENCE LINE TREE LINE PROPERTY / LOT LINE RIGHT OF WAY LINE ACCESS CONTROL EASEMENT LINE NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >> <II II> I I G G OE OE UE UE UT UT UTV UTV OHL OHL UTL UTL FBO FBO WET WET W X X ABBREVIATIONS: ADA AMERICANS WITH DISABILITIES ACT ADD ADDENDUM AFF ABOVE FINISHED FLOOR AGG AGGREGATE APPROXAPPROXIMATE ARCH ARCHITECT, ARCHITECTURAL BFE BASEMENT FLOOR ELEVATION BIT BITUMINOUS BLDG BUILDING BM BENCHMARK CAD COMPUTER-AIDED DESIGN CB CATCH BASIN CFS CUBIC FEET PER SECOND CF CUBIC FOOT CI CAST IRON CIP CAST IRON PIPE CIPC CAST IN PLACE CONCRETE CJ CONTROL JOINT CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CR COUNTY ROAD CY CUBIC YARD C&G CURB AND GUTTER DEMO DEMOLITION DI DROP INTAKE DIA DIAMETER DIM DIMENSION DS DOWNSPOUT EA EACH ELEC ELECTRICAL ELEV ELEVATION EOF EMERGENCY OVERFLOW EQ EQUAL EX EXISTING F/G FORM GRADE FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION FPM FEET PER MINUTE FPS FEET PER SECOND FT FOOT, FEET FTG FOOTING GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GFE GARAGE FLOOR ELEVATION GL GUTTER LINE GPM GALLONS PER MINUTE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HD HEAVY DUTY HH HANDHOLE HMA HOT MIX ASPHALT HORIZ HORIZONTAL HR HOUR HWL HIGH WATER LEVEL HWY HIGHWAY HYD HYDRANT I INVERT ID INSIDE DIAMETER IN INCH INV INVERT IP IRON PIPE IPS IRON PIPE SIZE J-BOX JUNCTION BOX JT JOINT LF LINEAR FEET LIN LINEAR LPS LOW PRESSURE STEAM LS LUMP SUM LSO LOWEST STRUCTURAL OPENING MAX MAXIMUM MB MAIL BOX MECH MECHANICAL MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS NO NUMBER NTS NOT TO SCALE NWL NORMAL WATER LEVEL OC ON CENTER OCEW ON CENTER EACH WAY OH OVERHEAD OHWL ORDINARY HIGH WATER LEVEL OHD OVERHEAD DOOR OZ OUNCE PCC PORTLAND CEMENT CONCRETE PED PEDESTAL, PEDESTRIAN PERF PERFORATED PL PROPERTY LINE PP POLYPROPYLENE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PVMT PAVEMENT QTY QUANTITY R RIM RAD RADIUS RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REBAR REINFORCING BAR REM REMOVE ROW RIGHT OF WAY R/W RIGHT OF WAY SAN SANITARY SCH SCHEDULE SF SQUARE FOOT SPEC SPECIFICATION SQ SQUARE STA STATION STM STORM SY SQUARE YARD TEL TELEPHONE TEMP TEMPORARY THRU THROUGH TNFH TOP NUT OF FIRE HYDRANT TRANS TRANSFORMER TV TELEVISION T/W TOP OF WALL TYP TYPICAL UT UTILITY, UNDERGROUND TELEPHONE VCP VITRIFIED CLAY PIPE W/O WITHOUT W/WITH YD YARD YR YEAR SYMBOL LEGEND EXISTING PROPOSED STORM MANHOLE STORM CATCH BASIN STORM CLEANOUT STORM CULVERT DOWNSPOUT ROOF DRAIN SANITARY MANHOLE SANITARY CLEANOUT LIFT STATION WATER REDUCER WATER VALVE WATER VALVE MAHOLE WATER CURB STOP WATER SHUT-OFF POST INDICATOR VALVE FIRE DEPARTMENT CONNECTION WELL MONITORING WELL LAWN SPRINKLER BOX LAWN SPRINKLER HEAD HYDRANT YARD HYDRANT UTILITY POLE LIGHT POLE GROUND LIGHT GUY WIRE TRANSFORMER HANDHOLE ELECTRIC MANHOLE ELECTRIC METER UTILITY VAULT AIR CONDITIONER GAS METER GAS VALVE SOIL BORING FLAG POLE MAILBOX TRAFFIC SIGNAL SIGN STREET SIGN WHEEL STOP RAILROAD CROSSING SIGN POST DECIDUOUS TREE CONIFEROUS TREE BUSH TREE STUMP WETLAND / MARSH ROCK / BOULDER NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. EX STM MH EX CB EX CO >>>> >>>> EX SAN MH EX CO >> LS EX LIFT STATION W S O EX POST INDICATOR VALVE W W EX MW EX YARD HYD EX HH EX ELEC MH EM V AC GM GGV SB-1 MB EX SIGNAL RR LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. ℄ R/W 60' 30' 15' B618 CURB AND GUTTER 5'5' SW R/W 30' 15'15' MnDOT TYPE C, SALT TOLERANT SOD (TYP) COARSE FILTER AGGREGATE 4" PERFORATED PVC SUBDRAIN (TYP) EXTEND CLASS 5 AGGREGATE BASE 1' BEYOND BACK OF CURB 6" HOLD DOWN MnDOT SEED MIXTURE 25-151 IN ALL DISTURBED AREAS UNLESS OTHER COVERAGE IS SPECIFIED ELSEWHERE (TYP) 4' (T Y P ) TYPICAL PUBLIC STREET 30' STREET GUTTER TO GUTTER 2.0%2.0%5.0%2.0%5.0% 5' ℄ R/W 76' 38' B618 CURB AND GUTTER 5'5' SW R/W 38' 15' MnDOT TYPE C, SALT TOLERANT SOD (TYP) COARSE FILTER AGGREGATE 4" PERFORATED PVC SUBDRAIN (TYP) EXTEND CLASS 5 AGGREGATE BASE 1' BEYOND BACK OF CURB 6" HOLD DOWN MnDOT SEED MIXTURE 25-151 IN ALL DISTURBED AREAS UNLESS OTHER COVERAGE IS SPECIFIED ELSEWHERE (TYP) 4' (T Y P ) TYPICAL PUBLIC STREET WITH CENTER MEDIAN 46' STREET GUTTER TO GUTTER 2.0%2.0%5.0%2.0%5.0% 5'16'16'14' 30671 C0-SITE-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 0 - S I T E - D E T A I L S . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C0-20 DETAILS C0-20 DETAILS 300 30671 C0-20 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. 30671 C0-SITE-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 0 - S I T E - D E T A I L S . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C0-21 DETAILS C0-21 DETAILS 300 30671 C0-21 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. 30671 C0-SITE-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 0 - S I T E - D E T A I L S . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C0-22 DETAILS C0-22 DETAILS 300 30671 C0-22 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. 30671 C0-SITE-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 0 - S I T E - D E T A I L S . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C0-23 DETAILS C0-23 DETAILS 300 30671 C0-23 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. REFER TO SHEET C0-11 FOR CROSS SECTION DETAILS, THIS DETAIL FOR PAVEMENT SECTION DETAIL ONLY. 30671 C0-SITE-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 0 - S I T E - D E T A I L S . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C0-24 DETAILS C0-24 DETAILS 300 30671 C0-24 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. 30671 C0-SITE-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 0 - S I T E - D E T A I L S . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C0-25 DETAILS C0-25 DETAILS 300 30671 C0-25 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. OCS 1 NTS SECTION A-A 'A' PLAN *ACTUAL PIPE ORIENTATION SHOWN ON PLAN INLET PIPE INLET FROM BASIN OUTLET PIPE 30" OUTLET PIPE 'A' TOP RIM = 60"Ø 4" SUBDRAIN FROM BASIN SECTION B-B TOP OF WEIR WALL = STRUCTURE BOTTOM = 905 902.8 900.3 SKIMMER FRAME & GRATE 8" X 12" ORIFICE INVERT =901.3 'B' 'B' OCS 2 NTS SECTION A-A 'A' PLAN *ACTUAL PIPE ORIENTATION SHOWN ON PLAN INLET PIPE INLET FROM BASIN OUTLET PIPE 30" OUTLET PIPE 'A' TOP RIM = 60"Ø 4" SUBDRAIN FROM BASIN SECTION B-B TOP OF WEIR WALL = STRUCTURE BOTTOM = 905 902.8 900.3 SKIMMER FRAME & GRATE 8" X 12" ORIFICE INVERT =901.3 'B' 'B' SAFL BAFFLE BRACING REQUIREMENTS Guidance for Cross Bracing - SAFL Baffle Pipe Inside Diameter (inches) 24 30 36 42 48 60 Bracing Needed Above This Flow (CFS) 20 30 40 55 75 110 Max Flow with 2 Braces (1 top, bottom) 30 45 60 70 105 160 Max Flow with 4 Braces (2 top, 2 bottom) 40 60 75 90 130 200 Note: Flows shown are maximum design flows with a slope of less than 3%. Contact Upstream Technologies if pipe slopes are 3% or greater. SAFL BAFFLE BRACING DETAIL #8663466B2 - US #8715507B2 - US #9506237B2 - CA #2742207 Ө (DEG.) Ө Rev C (07-24-2019) #8663466B2 - US #8715507B2 - US #9506237B2 - CA #2742207 Rev A.2 (05-09-2023) D B A SAFL BAFFLE STACKING REQUIREMENTS SAFL BAFFLE STACKING DETAIL #8663466B2 - US #8715507B2 - US #9506237B2 - CA #2742207 Bracing for Stacked Baffles 30671 C0-SITE-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 0 - S I T E - D E T A I L S . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C0-26 DETAILS C0-26 DETAILS 300 30671 C0-26 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO U FO FO U UFO MB OH L V OH L OHL OHL V OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL G G G G G G G G G G G FB O FB O FBO FBO FBO FBO FBO FBO FBO FBO FBO I=907.79 I=908.98 U EX GGV GG UTV UTV UTV FBO FB O G UTV OH L OH L OH L OH L G G G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL U U G U U U G U G U OH L OH L OHL OH L OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L V G G W I L K I N S O N L A K E B L V D CENTERVILLE RD AS H S T R E E T W W W W W W E T WET WET WET WE T WET <II <II <II <II <II II I I II I I I I I I I I I I I I I I I I I I I I I I I WET WE T WE T W E T WET WET WET WE T WE T WE T WET WET WE T WET WE T WET WET WET WET WET WET W E T WET I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 30 ' W H I T E B E A R T O W N S H I P WA T E R A N D S E W E R E A S M E N T AP P R O X . O R D I N A R Y HIG H W A T E R L E V E L 89 5 . 2 NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 8 NO R T H O A K S F A R M S I N C 35 - 3 1 - 2 2 - 3 3 - 0 0 0 2 HA L L , L A W R E N C E M 15 6 5 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 4 CE R O N S K Y , C A R O L Y N M 15 7 3 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 5 LA N Z K E N T C & J E A N N I N E A 15 7 9 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 6 W O O D S T R O M , J E R R Y A 15 9 1 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 1 CO U N T Y O F A N O K A 61 0 1 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 2 - 0 0 0 4 BIR C H E R A L E C 161 3 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 8 GR O V E B R A D & J A W O R S K I M 160 5 A S H S T 35- 3 1 - 2 2 - 3 2 - 0 0 0 5 RO D E N , N O E L L E K A T H E R I N E 160 3 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 6 SA G D A L E N A L A N D & N A T A L I E R 160 1 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 7 CO U N T Y O F A N O K A 16 9 7 A S H S T 35 - 3 1 - 2 2 - 3 3 - 0 0 0 4 DO N L I N A M Y T H 61 0 0 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 3 - 0 0 0 5 GA L L O P T R U S T E E , D E B R A A 61 0 2 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 4 - 0 0 0 6 EM LS T/C=927.81 EX CB I=923.01 (12" RCP) S T/C=928.22 EX CB I=923.62 (12" RCP) S Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> > > >> >> >> >> >> >> >> >> >> <II <I I <II <I I <II <II <II <II <II > > >> > > > > > > > > > PR E S B Y T E R I A N H O M E S O F N O R T H O A K S I N C 59 1 9 C E N T E R V I L L E R D 04 3 0 2 2 2 1 0 0 1 9 PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC 1.47 m p h Fas t e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nor t h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t 900 900 910 910 910 91 0 920 920 930 9 3 0 896 898 898 902 902 904 904 906 906 908 908 912 912 914 914 916 916 918 918 922 922 9 2 4 924 92 4 92 4 9 2 6 9 2 6 9 2 8 928 30671 C1-SWPPP DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 1 - S W P P P . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C1-20 PRE- CONSTRUCTION SWPPP C1-20 PRE- CONSTRUCTION SWPPP 300 30671 C1-20 MINNESOTALINO LAKES 0 SCALE IN FEET 80 160 DWG/TW DWG/TW JDF/TW EROSION CONTROL LEGEND SYMBOL DESCRIPTION RANDOM RIPRAP, CLASS __ PERIMETER CONTROL SILT FENCE, PREASSEMBLED TREE PROTECTION FENCE STORM DRAIN INLET PROTECTION CULVERT END CONTROL SEDIMENT CONTROL LOG STABILIZED CONSTRUCTION EXIT EROSION CONTROL BLANKET, CATEGORY __ TURF REINFORCEMENT MAT, CATEGORY__ CONCRETE WASHOUT AREA EXISTING DRAINAGE ARROW PROPOSED DRAINAGE ARROW EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PERIMETER CONTROL CAN BE SILT FENCE OR SEDIMENT CONTROL LOG. SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT. NOTE: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY. TPF TPF 101 100 101 100 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. WILKINSON WAY XX X X X X X X X PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PR O P O S E D RA I N G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 W PR O P O S E D RA I N G A R D E N 2 10 0 Y R H W L = 92 4 . 0 1 WILK I N S O N W A Y PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 922 . 1 6 X X X BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO U FO FO U UFO MB OH L V OH L OHL OHL V OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL G G G G G G G G G G G FB O FB O FBO FBO FBO FBO FBO FBO FBO FBO FBO U EX GGV GG UTV UTV UTV FBO FB O G UTV OH L OH L OH L OH L G G G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL U U G U U U G U G U OH L OH L OHL OH L OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L V G G W I L K I N S O N L A K E B L V D CENTERVILLE RD AS H S T R E E T W W W W W W E T WET WET WET WE T WET <II <II <II <II <II II I I II I I I I I I I I I I I I I I I I I I I I I I I WET WE T WE T W E T WET WET WET WE T WE T WE T WET WET WE T WET WE T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I AP P R O X . O R D I N A R Y HIG H W A T E R L E V E L 89 5 . 2 NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 8 NO R T H O A K S F A R M S I N C 35 - 3 1 - 2 2 - 3 3 - 0 0 0 2 HA L L , L A W R E N C E M 15 6 5 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 4 CE R O N S K Y , C A R O L Y N M 15 7 3 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 5 LA N Z K E N T C & J E A N N I N E A 15 7 9 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 6 W O O D S T R O M , J E R R Y A 15 9 1 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 1 CO U N T Y O F A N O K A 61 0 1 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 2 - 0 0 0 4 BIR C H E R A L E C 161 3 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 8 GR O V E B R A D & J A W O R S K I M 160 5 A S H S T 35- 3 1 - 2 2 - 3 2 - 0 0 0 5 RO D E N , N O E L L E K A T H E R I N E 160 3 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 6 SA G D A L E N A L A N D & N A T A L I E R 160 1 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 7 CO U N T Y O F A N O K A 16 9 7 A S H S T 35 - 3 1 - 2 2 - 3 3 - 0 0 0 4 DO N L I N A M Y T H 61 0 0 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 3 - 0 0 0 5 GA L L O P T R U S T E E , D E B R A A 61 0 2 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 4 - 0 0 0 6 EM LS Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> > > >> >> >> >> >> >> >> >> >> <II <I I <II <I I <II <II <II <II <II > > >> > > > > > > > > > PR E S B Y T E R I A N H O M E S O F N O R T H O A K S I N C 59 1 9 C E N T E R V I L L E R D 04 3 0 2 2 2 1 0 0 1 9 > I I I I I I I I I I I I I I I I I I I I I I I > > >>>>>>>> > > > >> >> >> >> >> >> >> >> >> >> >> >> I I I I I IIIII I I I I I I I > > > >> > > > >>>>>> >> >> > > >> >> >> >>>>>> >> >> >> >> >> >> >> > > >> >> >> > > > > >> >> >> >> >> I I I I I I I I I PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC 1.47 m p h Fas t e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nor t h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t 900 900 910 910 910 91 0 920 920 930 9 3 0 896 898 898 902 902 904 904 906 906 908 908 912 912 914 914 916 916 918 918 922 922 9 2 4 924 92 4 92 4 9 2 6 9 2 6 9 2 8 928 92 0 9 2 2 9 2 0 918 906 906 910 910 920 9 1 0 924 900898 904 920914916918922 910 900898 896 902 908 900 910 904 9 0 4 90 2 90 4 904 92 8 922 924 930 928 926 924 922 92292 0 92 2 91 6 9 1 2 924920918922 92691 4 92 0 92 6 92 0 92 6 93 0 930 9 3 0 92 8 9 3 0 928 932 932 930 926 926 924 926 9 2 6 926 92 8 9 2 8 922 926 926 924 92 8 9 2 6 92 4 92 0 920 922 924 30671 C1-SWPPP DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 1 - S W P P P . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C1-30 SWPPP C1-30 SWPPP 300 30671 C1-30 MINNESOTALINO LAKES 0 SCALE IN FEET 80 160 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. EROSION CONTROL LEGEND SYMBOL DESCRIPTION RANDOM RIPRAP, CLASS __ PERIMETER CONTROL SILT FENCE, PREASSEMBLED TREE PROTECTION FENCE STORM DRAIN INLET PROTECTION CULVERT END CONTROL SEDIMENT CONTROL LOG STABILIZED CONSTRUCTION EXIT EROSION CONTROL BLANKET, CATEGORY __ TURF REINFORCEMENT MAT, CATEGORY__ CONCRETE WASHOUT AREA EXISTING DRAINAGE ARROW PROPOSED DRAINAGE ARROW EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PERIMETER CONTROL CAN BE SILT FENCE OR SEDIMENT CONTROL LOG. SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT. NOTE: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY. TPF TPF 101 100 101 100 R=932.10 EX MH BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO U FO FO U UFO MB WILKINSON LAKE BLVD C E N T E R V I L L E R O A D C . S . A . H . N O . 2 1 C S A H NO. 32 OHLV OHL O H L O H L O H L V O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L G G G G G G G G G G G G G G G FBO FBO FBO F B O F B O F B O F B O F B O F B O F B O F B O F B O F B O F B O F B O U EX GGV G G G OHL OHL OHL OHL G G G G O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L O H L U U G U UUGU 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 OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L 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 OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL V G G G W W W W W W W W W W W E M LS >>>>>>>> >> >> >>>>>>>>>>>>>>>> MB MB SW Corner Sec. 35-31-22 S. Line - Gov't Lot 5 Sec. 35-31-22 W. L i n e - G o v ' t L o t 5 Se c . 3 5 - 3 1 - 2 2 E. L i n e E 1 / 2 - S E 1 / 4 - S E 1 / 4 Se c . 3 4 - 3 1 - 2 2 SE Corner Sec. 34-31-22 S. Line Sec. 34-31-22 Easement per Doc. No. 252087 3 3 ' R o a d w a y E a s e m e n t N. Line - Gov't Lot 5 Sec. 35-31-22 N. Line SE 1/4 - SE 1/4 Sec. 34-31-22 Ea s e m e n t per D o c . N o . 2 5 2 0 8 7 33' Roadway Easement 2 1/2" Brass Disc W. L i n e E 1 / 2 - S E 1 / 4 - S E 1 / 4 Se c . 3 4 - 3 1 - 2 2 Easement Ea s e m e n t 90 0 90 5 91 0 91 5 8 9 9 90 1 9 0 2 9 0 3 90 4 9 0 6 90 7 90 8 90 9 91 1 91 2 91 3 91 4 9 1 6 9 1 7 9 1 8 919 90 0 90 5 91 0 915 8 9 9 90 1 9 0 2 9 0 3 9 0 4 90 6 90 7 90 8 90 9 91 1 91 2 91 3 91 4 916 917 90 0 899 9 0 1 WET WE T WE T > > Approximate OHW Line from others 895.2 (NGVD29) LS R=919.07 EX LIFT STATION W WW W WET W E T W E T WET W E T WET WE T W E T WET WET W E T WET W E T WET WE T WET W E T WE T W E T WET WET WET WET W E T W E T WE T WE T W E T W E T W E T W E T W E T W E T WE T W E T 915 915 920 9 2 0 925 925 925 93 0 91 6 917 918 919 9 2 1 921 921 9 2 1 9 2 1 922 9 2 2 9 2 2 923 9 2 3 923 923 923 924 9 2 4 924 92 6 9 2 7 92 8 9 2 9 30671-C2-RESOURCE INVENTORY DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 - C 2 - R E S O U R C E I N V E N T O R Y . D W G S A V E D B Y : DA Y T O N . G O N Y E A SHEET NOT VALID UNLESS THIS TEXT IS COLOR. - 24-30671 03/10/25 C2-00 RESOURCE INVENTORY - SOILS C2-00 RESOURCE INVENTORY - SOILS 300 30671 C2-00 MINNESOTALINO LAKES 0 SCALE IN FEET 80 160 DWG/TW DWG/TW JDF/TW SOIL TYPES SYMBOL DESCRIPTION HYDRIC PREDOMINANTLY HYDRIC SOIL PREDOMINANTLY NON-HYDRIC NON-HYDRIC NOTE: ALL SOILS IN THIS REGION ARE SUITABLE FOR AGRICULTURAL USES. PER GEOTECH BORING LOGS BEDROCK WAS NOT ENCOUNTERED. BORINGS TERMINATED AT A MAXIMUM OF20' DEPTH. 23 '' 19 '' 37 '' 23 '' 19.5 '' 50 '' 22.5 '' 34 '' 19 '' 22 '' 22.5 '' FO UFO MB O H L O H L O H L O H L O H L O H L O H L O H L O H L L O H L O H L O H L O H L O H L O H L O H L G G G G G F B O F B O F B O F B O F B O F B O F B O F B O F B O R=911.71 I=894.95? EX SAN MH I=907.79 I=908.98 EX SB-st R=919.88 I=893.60? EX EX SB-aet EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- O H L O H L O H L O H L O H L O H L O H L O H L O H L L O H L O H L O H L O H L O H L O H L O H L O H L O H L EX SB-st-13 OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL V C E N T E R V I L L E R D W W W W W W W W <II <II <II <II <II WET WE T WET W E T WE T W E T WET WET WET W E T W E T WE T WE T W E T W E T W E T W E T W E T W E T WE T W E T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T/C=919.55 EX CB I=914.75 (12" RCP) S T/C=923.68 EX CB T/C=928.22 EX CB I=923.62 (12" RCP) S T/C=930.34 EX CB Easement per Doc. No. 252087 > > > > > > > > R=912.44 I=896.35 EX SAN MH ELEC INSON LAKE > > > > > I I I I I I I I I I I I I I I I<II<II<II<II <II<II<II<II<II<II<II<II > > > > >>>>>>>>>>>>>>>> >> >> >> >> >>>> >>>> >> I I I I I I I I I I I OE OE OE OE OE OE OE OE I I I I I I I I WET WE T W E T WET WET W E T WET W E T WET 9 0 0 9 0 5 9 1 0 9 1 0 9 1 0 9 1 5 9 2 0 9 2 5 9 0 1 9 0 2 9 0 3 90 4 9 0 6 9 0 7 9 0 8 909 9 0 9 9 0 9 9 1 1 9 1 1 9 1 1 9 1 2 9 1 3 9 1 4 9 1 6 9 1 7 9 1 8 9 1 9 9 2 1 9 2 2 9 2 3 9 2 4 915 920 91 3 91 4 916 917 918 919 921 922 923 924 9 2 5 925 9 2 5 9 3 0 93 0 9 2 1 9 2 2 9 2 3 9 2 4 9 2 4 9 2 4 926 92 6 927 92 7 928 9 2 8 9 2 9 929 W E T W E T W E T W E T W E T W E T WE T W E T WET WE T W E T WET WET W E T WET W E T WET WE T WET W E T WE T W E T WET WET WET WET W E T W E T WE T WE T 30671-C2-RESOURCE INVENTORY-2 DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 - C 2 - R E S O U R C E I N V E N T O R Y - 2 . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C2-01 RESOURCE INVENTORY - TREE C2-01 RESOURCE INVENTORY - TREE 300 30671 C2-01 MINNESOTALINO LAKES 0 SCALE IN FEET 80 160 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. CULTIVATED LAND OPEN WATER TREE LINE, TYP EXISTING FLOODPLAIN PER FEMA WILKINSON LAKE ORDINARY HIGH WATER LEVEL ELEVATION = 892.5 TREE CONDITION LEGEND SYMBOL DESCRIPTION EXCELLENT GOOD FAIR POOR DEAD WETLAND "WL7" PER KJOLHAUG REPORT DATED OCTOBER 19. 2021 WETLAND "WL10" PER KJOLHAUG REPORT DATED OCTOBER 19. 2021 BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO U FO FO U UFO MB OH L V OH L OHL OHL V OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL G G G G G G G G G G G FB O FB O FBO FBO FBO FBO FBO FBO FBO FBO FBO R=911.71 I=894.95? EX SAN MH I=907.79 I=908.98 EX SB-st R=919.88 I=893.60? EX EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- EX GGV GG UTV UTV UTV FBO FB O G UTV OH L OH L OH L OH L G G G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL EX SB-st-13 I=901.82 I=901.80 U U G I=914.67 U U U G U G U OH L OHL OH L OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OH L OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L V G G W I L K I N S O N L A K E B L V D CENTERVILLE RD AS H S T R E E T W E T WET WET WET WE T WET WET AM E L I A L A K E <II <II <II <II <II II I I II I I I I I I I I I I I I I I I I I I I I I I I WET WE T WE T W E T WET WET WET WE T WE T WE T WET WET WE T WET WET WET WET WET WET WET W E T WET I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I (WILKENSO N LA K E) 1000' SHORELAND OVERLAY 1000' SHOR E L A N D OVER L A Y (AME L I A L A K E ) (WILK I N S O N L A K E ) (AMELIA LAKE) 1000' SHOR E L A N D OVER L A Y EM LS T/C=914.58 EX CB I=910.50 (12" RCP) N T/C=914.58 EX CB I=909.83 (12" RCP) S I=908.63 (12" HDPE) E I=905.70 (30" RCP) N I=901.58 (30" RCP) W I=902.56 (" ) SUMP T/C=916.54 EX CB I=907.08 (30" RCP) S I=907.03 (30" RCP) NE T/C=919.33 EX CB I=908.50 (30" RCP) SW I=908.49 (30" RCP) E I=910.19 (18" RCP) S T/C=921.43 EX CB I=909.79 (30" RCP) W I=909.75 (30" RCP) E T/C=923.58 EX CB I=910.19 (30" RCP) W I=910.16 (30" RCP) E T/C=927.81 EX CB I=923.01 (12" RCP) SR=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=930.14 EX CB I=925.45 (12" RCP) S 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=914.99 EX CB T/C=914.58 EX CB I=900.58 (30" RCP) W I THINK 30 I=900.88 (30" RCP) E I THINK 30 I=908.88 (12" RCP) SW T/C=919.55 EX CB I=914.75 (12" RCP) S T/C=923.68 EX CB I=919.33 (12" RCP) S T/C=928.22 EX CB I=923.62 (12" RCP) S T/C=930.34 EX CB I=926.00 (12" RCP) S R=930.71 EX SAN MH I=918.46 (UNKNOWN" UNKNOWN) SW HARD TO SEE PIPE SEEMED LIKE AT LEAST A 12 I=918.26 (?" UNKNOWN) NE BIG? I=919.46 (UNKNOWN" PVC) W 8 OR 10 I=924.01 (8" PVC) W Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> > > >> >> >> >> >> >> >> >> >> <I I <II <I I <II <II <I I <II <I I <II > > >> > > > > > > > > > R=912.44 I=896.35 EX SAN MH 1.47 m p h Fas t e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nort h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t 30671 C2-EXIST-OVERALL DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 2 - E X I S T - O V E R A L L . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C2-10 OVERALL EXISTING SITE & REMOVALS PLAN C2-10 OVERALL EXISTING SITE & REMOVALS PLAN 300 30671 C2-10 MINNESOTALINO LAKES 0 SCALE IN FEET 80 160 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. C2-13 C2-11 C2-12 C2-14 FO U UFO MB OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL G G G G G G G G FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO EX SB-aet U EX SB- EX SB- OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL U U G I=914.67 U OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L V >> G G G G G CENTERVILLE RD AS H S T R E E T WET WET 1.47 m p h Fas t e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nor t h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t 920 92 5 919 921 92 2 9 2 3 92 4 926 927 928 925 9 2 6 92 2 92 3 30671 C2-EXISTING-REMOVALS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 2 - E X I S T I N G - R E M O V A L S . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C2-11 EXISTING SITE & REMOVALS PLAN C2-11 EXISTING SITE & REMOVALS PLAN 300 30671 C2-11 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE PAVEMENT CLEAR AND GRUB TREES AND UNDERBRUSH REMOVE DECIDUOUS TREE (CLEAR AND GRUB) REMOVE CONIFEROUS TREE (CLEAR AND GRUB) CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH SAWCUT AND SECTION REMOVAL. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. EXISTING SOIL BORING (TYP) PROTECT OVERHEAD UTILITY LINES PROTECT FIBER OPTIC CABLE PROTECT EXISTING CULVERT EXISTING ROW (TYP) 24" CMP CULVERT G U U FO FO U FO OH L OH L V OH L OH L OHL OHL OHL OHL OHL V OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L G G G G G G G G G G G G G G G G G G G FB O FB O FBO FB O FB O FBO FBO FBO FBO FBO FBO FBO EX SB- EX GGV G G G G G UTV UTV UTV UTV UTV UTV UTV FBO FBO FBO FB O FB O UE GGG UTV UTV UTV FBO G G G G G G G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L N L A K E B L V D CENTERVILLE RD I I I I I I I I I I I I I I I I I I I I I I II I I W E T W E T WET W E T T/C=927.81 EX CB I=923.01 (12" RCP) S 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=930.14 EX CB I=925.45 (12" RCP) S 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=928.22 EX CB I=923.62 (12" RCP) S T/C=930.34 EX CB I=926.00 (12" RCP) S R=930.71 EX SAN MH I=918.46 (UNKNOWN" UNKNOWN) SW HARD TO SEE PIPE SEEMED LIKE AT LEAST A 12 I=918.26 (?" UNKNOWN) NE BIG? I=919.46 (UNKNOWN" PVC) W 8 OR 10 I=924.01 (8" PVC) W Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> <II <I I <II <I I <II <II <II <II <I I <II > > > > > 925 9 3 0 9 2 6 927 9 2 8 92 9 30671 C2-EXISTING-REMOVALS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 2 - E X I S T I N G - R E M O V A L S . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C2-12 EXISTING SITE & REMOVALS PLAN C2-12 EXISTING SITE & REMOVALS PLAN 300 30671 C2-12 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 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. EXISTING SOIL BORING (TYP) PROTECT SANITARY FORCEMAIN PROTECT WATERMAIN PROTECT UTILITY POLES REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE PAVEMENT CLEAR AND GRUB TREES AND UNDERBRUSH REMOVE DECIDUOUS TREE (CLEAR AND GRUB) REMOVE CONIFEROUS TREE (CLEAR AND GRUB) CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH SAWCUT AND SECTION REMOVAL. PROTECT UTILITY POLES PROTECT HYDRANT PROTECT TREES PROTECT OVERHEAD UTILITY LINES REMOVE CATCH BASINS REMOVE STORM SEWER PROTECT STORM SEWER PROTECT STORM SEWER PROTECT CATCH BASINS PROTECT STORM SEWER PROTECT OVERHEAD UTILITY LINES REMOVE CURB (TYP) SAWCUT CURB & GUTTER AND BITUMINOUS PAVEMENT SAWCUT CURB & GUTTER AND BITUMINOUS PAVEMENT REMOVE BITUMINOUS PAVEMENT EXISTING ROW (TYP) REMOVE WETLAND) EX SB-st9 EX SB-st5 EX SB-st3 EX SB- >> OH L OH L OH L OH L OH L OH L OH L OH L OHL I=901.82 I=901.80 U U G U OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L X AS H S T R E E T <II <II <II <II <II <II WE T W E T WE T WET W E T WET WE T WE T WET WET WET W E T WE T W E T WET WET I I I I I I I I I I I I I I I I I I I I > > > R=912.44 I=896.35 EX SAN MH 91 5 92 0 9 1 3 91 4 91 6 91 7 91 8 9 1 9 9 2 1 92 2 92 3 900 905 91 0 91 5 898 89 9 901 902 903 904 906 907 908 90 9 91 1 91 2 91 3 914 91 6 30671 C2-EXISTING-REMOVALS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 2 - E X I S T I N G - R E M O V A L S . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C2-13 EXISTING SITE & REMOVALS PLAN C2-13 EXISTING SITE & REMOVALS PLAN 300 30671 C2-13 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. PROTECT HYDRANT EXISTING SOIL BORING (TYP) REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE PAVEMENT CLEAR AND GRUB TREES AND UNDERBRUSH REMOVE DECIDUOUS TREE (CLEAR AND GRUB) REMOVE CONIFEROUS TREE (CLEAR AND GRUB) CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH SAWCUT AND SECTION REMOVAL. CLEAR AND GRUB CLEAR AND GRUB PROTECT WATERMAIN AND SANITARY FORCEMAIN VALVES PROTECT SANITARY MANHOLE PROTECT SANITARY FORCEMAIN PROTECT SANITARY SEWER PROTECT WATERMAIN UTILITY EASEMENT (TYP) PROTECT OVERHEAD UTILITY LINE AND POLE EXISTING ROW (TYP) REMOVE FIELD EDGE (TYP) EXISTING MANAGE 2 WETLAND 30' WETLAND BUFFER EXISTING MANAGE 2 WETLAND 30' WETLAND BUFFER BENCHMARK HYDRANT TNFH = 919.06 R=911.71 I=894.95? EX SAN MH I=907.79 I=908.98 EX SB-st R=919.88 I=893.60? EX EX SB-st9 EX SB- EX SB- EX SB-st-13 OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OHL OH L OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L W I L K I N S O N L A K E B L V D <II <II <II <II <II <II I I I I I I I I I I I I I I WET WET WET WE T WET WET WET WET WET WET WET WET WET WET WET W E T W E T WET W E T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EM LS T/C=916.54 EX CB I=907.08 (30" RCP) S I=907.03 (30" RCP) NE T/C=919.33 EX CB I=908.50 (30" RCP) SW I=908.49 (30" RCP) E I=910.19 (18" RCP) S T/C=921.43 EX CB I=909.79 (30" RCP) W I=909.75 (30" RCP) E I=900.58 (30" RCP) W I THINK 30 I=900.88 (30" RCP) E I THINK 30 I=908.88 (12" RCP) SW T/C=919.55 EX CB I=914.75 (12" RCP) S T/C=923.68 EX CB I=919.33 (12" RCP) S T/C=928.22 EX CB I=923.62 (12" RCP) S Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> >> >> >> > > > > > > >> >> >> >> >> <II <I I <II <I I <II <II <II <II <I I <II <II > > > > > > > >> > > > > > > > > > > > > > R=912.44 I=896.35 EX SAN MH 925 9 2 1 92 2 92 3 91 0 9 1 5 920 925 90 9 9 1 1 9 1 2 913 9 1 4 91 6 917 918 919 921 922 923 924 30671 C2-EXISTING-REMOVALS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 2 - E X I S T I N G - R E M O V A L S . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C2-14 EXISTING SITE & REMOVALS PLAN C2-14 EXISTING SITE & REMOVALS PLAN 300 30671 C2-14 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE PAVEMENT CLEAR AND GRUB TREES AND UNDERBRUSH REMOVE DECIDUOUS TREE (CLEAR AND GRUB) REMOVE CONIFEROUS TREE (CLEAR AND GRUB) CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH SAWCUT AND SECTION REMOVAL. PROTECT HYDRANT PROTECT WATERMAIN AND SANITARY FORCEMAIN VALVES PROTECT SANITARY MANHOLE PROTECT SANITARY FORCEMAIN PROTECT EX. 8" SANITARY SEWER PROTECT EX. 8" WATERMAIN PROTECT SANITARY MANHOLE PROTECT SANITARY MANHOLE REMOVE 15" CMP CULVERT EXISTING SOIL BORING (TYP) PROTECT UTILITY POLES PROTECT OVERHEAD UTILITY LINES PROTECT UTILITY POLE PROTECT HYDRANT EXISTING LIFT STATION PROTECT UTILITY POLE PROPERTY BOUNDARY (TYP) REMOVE RIPRAP (TYP) REMOVE FIELD EDGE (TYP) REMOVE WETLAND "WL10" PER KJOLHAUG REPORT DATED OCTOBER 19, 2021 REMOVE WETLAND "WL7" PER KJOLHAUG REPORT DATED OCTOBER 19, 2021 NOTE: THE PROPOSED IMPROVEMENTS IMPACT TWO OF THE EXISTING WETLANDS (WETLAND 7 AND 10) DEFINED IN THE WETLAND DELINEATION REPORT WHICH WAS APPROVED BY VLAWMO. WETLAND 7 IS AN INCIDENTAL WETLAND ALONG THE WESTERN PORTION OF THE DEVELOPMENT WHICH WAS CREATED DUE TO BERMING BY THE INSTALLATION OF PUBLIC UTILITIES. NOTHING FURTHER IS NEEDED TO IMPACT THIS WETLAND. WETLAND 10 HAS BEEN DEEMED A WETLAND EVEN THOUGH HISTORICALLY IT HAS DISAPPEARED BUT DOES HAVE SOME OF THE SOIL CHARACTERISTICS. WETLAND MITIGATION IS NEEDED FOR WETLAND 10 WHICH IS 0.13 ACRES. ANOKA HOLDINGS, LLC CURRENTLY HAS WETLAND CREDITS IN HAND THAT WILL BE APPLIED TO THIS WETLAND IMPACT AS PART OF THE PROJECT APPROVAL PROCESS. EXISTING MANAGE 2 WETLAND 30' WETLAND BUFFER 30671 C2-REMOVAL TREE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 2 - R E M O V A L T R E E . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C2-15 TREE INVENTORY C2-15 TREE INVENTORY 300 30671 C2-15 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. OBJECTID *Project Tree ID Tree Species Diameter at Breast Height Structural Condition Health Condition Status 46664 30671 1504 Maple, Red 8 2-Good 2-Good Remain 45578 30671 1505 Cottonwood, Eastern 22.5 1-Excellent 1-Excellent Remain 46415 30671 1506 Cottonwood, Eastern 16 2-Good 2-Good Remain 47007 30671 1507 Cottonwood, Eastern 7 3-Fair 3-Fair Remain 46416 30671 1508 Cottonwood, Eastern 12.5 2-Good 2-Good Remove 45579 30671 1509 Spruce, White 6 3-Fair 4-Poor Remain 45580 30671 1510 Spruce, White 4.5 4-Poor 4-Poor Remain 46665 30671 1511 Spruce, White 6 3-Fair 4-Poor Remain 46666 30671 1512 Spruce, White 5.5 3-Fair 4-Poor Remove 45581 30671 1513 Spruce, White 7 3-Fair 4-Poor Remove 46417 30671 1514 Spruce, White 9.5 3-Fair 4-Poor Remove 47008 30671 1515 Spruce, White 5 3-Fair 4-Poor Remove 46667 30671 1516 Spruce, White 5 3-Fair 4-Poor Remain 45582 30671 1517 Spruce, White 7 3-Fair 4-Poor Remain 45583 30671 1518 Spruce, White 9.5 3-Fair 4-Poor Remain 47009 30671 1519 Spruce, White 11 3-Fair 4-Poor Remain 46668 30671 1520 Spruce, White 5.5 3-Fair 4-Poor Remain 46669 30671 1521 Spruce, White 7 3-Fair 4-Poor Remain 45584 30671 1522 Spruce, White 6 3-Fair 4-Poor Remain 46418 30671 1523 Spruce, White 10 3-Fair 4-Poor Remain 46670 30671 1524 Spruce, White 11 3-Fair 4-Poor Remain 45585 30671 1525 Spruce, White 8.5 3-Fair 3-Fair Remain 46419 30671 1526 Spruce, White 6.5 3-Fair 3-Fair Remain 46420 30671 1527 Spruce, White 6.5 3-Fair 3-Fair Remain 45586 30671 1528 Spruce, White 6 3-Fair 4-Poor Remove 46421 30671 1529 Spruce, White 7.5 3-Fair 4-Poor Remove 45587 30671 1530 Spruce, White 15 3-Fair 3-Fair Remove 47010 30671 1531 Spruce, White 11 3-Fair 4-Poor Remove 47011 30671 1532 Apple, Crab 8.5 2-Good 2-Good Remain 46671 30671 1533 Boxelder 7 3-Fair 4-Poor Remain 46422 30671 1534 Willow, Pussy 7 3-Fair 2-Good Remain 45588 30671 1535 Aspen, Quaking 7 2-Good 2-Good Remain 45589 30671 1536 Aspen, Quaking 6.5 2-Good 2-Good Remain 46672 30671 1537 Aspen, Quaking 10.5 2-Good 2-Good Remain 46673 30671 1538 Aspen, Quaking 7.5 2-Good 3-Fair Remain 45590 30671 1539 Aspen, Quaking 6.5 2-Good 2-Good Remain 46423 30671 1540 Aspen, Quaking 6.5 2-Good 2-Good Remain 46674 30671 1541 Aspen, Quaking 7.5 2-Good 2-Good Remain 45591 30671 1542 Aspen, Quaking 7.5 2-Good 2-Good Remain 46675 30671 1543 Aspen, Quaking 8 2-Good 2-Good Remain 46676 30671 1544 Aspen, Quaking 7 2-Good 2-Good Remain 46677 30671 1545 Aspen, Quaking 7.5 2-Good 2-Good Remain 47012 30671 1546 Aspen, Quaking 7 2-Good 2-Good Remain 47013 30671 1547 Aspen, Quaking 6 2-Good 2-Good Remain 46424 30671 1548 Aspen, Quaking 7 2-Good 2-Good Remain 47014 30671 1549 Aspen, Quaking 7.5 2-Good 2-Good Remain 46425 30671 1550 Aspen, Quaking 7 2-Good 2-Good Remain 47015 30671 1551 Aspen, Quaking 7 2-Good 2-Good Remain 45592 30671 1552 Aspen, Quaking 11.5 2-Good 2-Good Remain 46678 30671 1553 Aspen, Quaking 11.5 3-Fair 3-Fair Remain 46679 30671 1554 Cottonwood, Eastern 15.5 2-Good 2-Good Remove 46680 30671 1555 Cottonwood, Eastern 16 2-Good 2-Good Remove 47016 30671 1556 Boxelder 10 3-Fair 2-Good Remain 47017 30671 1557 Boxelder 12.5 2-Good 2-Good Remain 46426 30671 1558 Boxelder 9 3-Fair 2-Good Remain 46681 30671 1559 Boxelder 11 2-Good 2-Good Remain 46682 30671 1560 Boxelder 10 2-Good 2-Good Remain 45593 30671 1561 Boxelder 11 3-Fair 3-Fair Remain 45594 30671 1562 Boxelder 16 2-Good 2-Good Remain 46683 30671 1563 Boxelder 6 3-Fair 3-Fair Remain 45595 30671 1564 Boxelder 6.5 3-Fair 3-Fair Remain 46427 30671 1565 Boxelder 12.5 2-Good 2-Good Remain 47018 30671 1566 Boxelder 6.5 3-Fair 3-Fair Remain 46684 30671 1567 Boxelder 16 2-Good 2-Good Remain 46685 30671 1568 Cottonwood, Eastern 15 2-Good 3-Fair Remain 47019 30671 1569 Cottonwood, Eastern 15 2-Good 2-Good Remain 45596 30671 1570 Cottonwood, Eastern 12 4-Poor 4-Poor Remain 47020 30671 1571 Aspen, Quaking 7.5 2-Good 2-Good Remain 45597 30671 1572 Cottonwood, Eastern 10 2-Good 2-Good Remove 46686 30671 1573 Cottonwood, Eastern 7 2-Good 2-Good Remove 45598 30671 1574 Cottonwood, Eastern 7 2-Good 2-Good Remove 46428 30671 1575 Cottonwood, Eastern 7 2-Good 2-Good Remove 46687 30671 1576 Aspen, Quaking 10 4-Poor 4-Poor Remain 46429 30671 1577 Aspen, Quaking 9 2-Good 2-Good Remain 47021 30671 1578 Boxelder 22.5 2-Good 2-Good Remain 46688 30671 1579 Maple, Silver 15 2-Good 2-Good Remain 45599 30671 1580 Maple, Silver 14 2-Good 2-Good Remain 46430 30671 1581 Maple, Silver 12.5 2-Good 2-Good Remain 47022 30671 1582 Maple, Silver 16 2-Good 2-Good Remain 46431 30671 1583 Maple, Silver 15.5 2-Good 2-Good Remain 46689 30671 1584 Maple, Silver 14.5 2-Good 2-Good Remain 45600 30671 1585 Maple, Silver 15 2-Good 2-Good Remain 47023 30671 1586 Maple, Silver 15 2-Good 2-Good Remain 46690 30671 1587 Maple, Silver 16 2-Good 2-Good Remain 46432 30671 1588 Maple, Silver 16.5 2-Good 2-Good Remove 45601 30671 1589 Maple, Silver 16.5 2-Good 2-Good Remove 47024 30671 1590 Maple, Silver 17 2-Good 2-Good Remove 46691 30671 1591 Maple, Silver 17 2-Good 2-Good Remove 46433 30671 1592 Maple, Silver 15 2-Good 2-Good Remove 46434 30671 1593 Maple, Silver 19 2-Good 2-Good Remove 46692 30671 1594 Oak, Bur 10 2-Good 3-Fair Remove 46435 30671 1595 Oak, Bur 9 2-Good 3-Fair Remove 46436 30671 1596 Spruce, White 16 2-Good 2-Good Remove 46693 30671 1597 Spruce, White 14 2-Good 3-Fair Remove 47025 30671 1598 Spruce, White 16 2-Good 2-Good Remove 46694 30671 1599 Spruce, White 12 2-Good 3-Fair Remove 47026 30671 1600 Spruce, White 10 2-Good 3-Fair Remove 47425 30671 1601 Spruce, White 12 2-Good 2-Good Remove 47027 30671 1602 Oak, Black 11 2-Good 2-Good Remove 47028 30671 1603 Oak, Black 15 2-Good 3-Fair Remove 47029 30671 1604 Cottonwood, Eastern 16 2-Good 2-Good Remain 47030 30671 1605 Cottonwood, Eastern 9.5 2-Good 2-Good Remain 46695 30671 1606 Cottonwood, Eastern 15 2-Good 2-Good Remain 45602 30671 1607 Cottonwood, Eastern 22 2-Good 2-Good Remain 46696 30671 1608 Willow, Pussy 12 2-Good 2-Good Remain 47031 30671 1609 Willow, Pussy 14 2-Good 2-Good Remain 46697 30671 1610 Spruce, White 7 2-Good 3-Fair Remain 47032 30671 1611 Spruce, White 10 2-Good 3-Fair Remain 45603 30671 1612 Spruce, White 11.5 2-Good 3-Fair Remain 46698 30671 1613 Aspen, Quaking 9 2-Good 2-Good Remain 45604 30671 1614 Willow, Pussy 10 3-Fair 3-Fair Remain 47426 30671 1615 Willow, Pussy 13 4-Poor 3-Fair Remain 45605 30671 1616 Willow, Pussy 14 3-Fair 3-Fair Remain 46699 30671 1617 Willow, Pussy 7 3-Fair 3-Fair Remain 47427 30671 1618 Spruce, White 11 2-Good 3-Fair Remain 46700 30671 1619 Willow, Pussy 8.5 3-Fair 3-Fair Remain 47428 30671 1620 Spruce, White 8.5 2-Good 3-Fair Remain 47033 30671 1621 Willow, Pussy 11.5 2-Good 2-Good Remain 46701 30671 1622 Willow, Pussy 8 4-Poor 3-Fair Remain 47034 30671 1623 Aspen, Quaking 6 2-Good 2-Good Remove 47035 30671 1624 Aspen, Quaking 6.5 2-Good 2-Good Remain 47036 30671 1625 Aspen, Quaking 11.5 2-Good 2-Good Remain 45606 30671 1626 Aspen, Quaking 11 3-Fair 2-Good Remove 47037 30671 1627 Boxelder 10.5 3-Fair 4-Poor Remove 47429 30671 1628 Willow, Pussy 8 3-Fair 4-Poor Remain 47038 30671 1629 Willow, Pussy 6 4-Poor 4-Poor Remain 47431 30671 163 Cedar, Eastern White 23 3-Fair 2-Good Remove 45607 30671 1630 Willow, Pussy 8 3-Fair 3-Fair Remain 46702 30671 1631 Aspen, Quaking 9 3-Fair 3-Fair Remain 45608 30671 1632 Willow, Pussy 6.5 3-Fair 3-Fair Remain 46703 30671 1633 Willow, Pussy 6.5 3-Fair 3-Fair Remain 47430 30671 1634 Aspen, Quaking 13 2-Good 2-Good Remain 46704 30671 1635 Aspen, Quaking 12.5 2-Good 2-Good Remain 47039 30671 1636 Boxelder 9.5 2-Good 3-Fair Remove 47040 30671 1638 Maple, Silver 50 3-Fair 2-Good Remove 46705 30671 1639 Aspen, Quaking 7 2-Good 2-Good Remove 47829 30671 1640 Aspen, Quaking 6 2-Good 2-Good Remain 47041 30671 1641 Boxelder 6 3-Fair 4-Poor Remain 47830 30671 1642 Aspen, Quaking 11 2-Good 2-Good Remain 47042 30671 1643 Aspen, Quaking 10 2-Good 2-Good Remain 47043 30671 1644 Aspen, Quaking 12.5 3-Fair 2-Good Remain 46706 30671 1645 Aspen, Quaking 13.5 2-Good 2-Good Remain 46707 30671 1646 Aspen, Quaking 12 2-Good 2-Good Remain 47831 30671 1647 Aspen, Quaking 10.5 2-Good 2-Good Remain 47044 30671 1648 Aspen, Quaking 10.5 2-Good 3-Fair Remain 47432 30671 1649 Aspen, Quaking 6.5 2-Good 2-Good Remain 47045 30671 1650 Aspen, Quaking 9 2-Good 2-Good Remain 47832 30671 1651 Aspen, Quaking 7 2-Good 2-Good Remain 46708 30671 1652 Aspen, Quaking 7 2-Good 2-Good Remain 47433 30671 1653 Aspen, Quaking 6 2-Good 2-Good Remain 47046 30671 1654 Willow, Pussy 19.5 2-Good 2-Good Remain 47833 30671 1655 Aspen, Quaking 6 2-Good 2-Good Remain 46709 30671 1656 Maple, Silver 34 2-Good 2-Good Remain 46710 30671 1657 Aspen, Quaking 6.5 3-Fair 3-Fair Remain 47434 30671 1658 Aspen, Quaking 7.5 3-Fair 3-Fair Remain 47047 30671 1659 Aspen, Quaking 8.5 2-Good 2-Good Remain 47834 30671 1660 Aspen, Quaking 16 2-Good 2-Good Remain 46711 30671 1661 Aspen, Quaking 10.5 2-Good 2-Good Remain 47435 30671 1662 Aspen, Quaking 12 2-Good 2-Good Remain 47048 30671 1663 Aspen, Quaking 10 2-Good 2-Good Remain 47835 30671 1664 Aspen, Quaking 10 2-Good 2-Good Remain 46712 30671 1665 Aspen, Quaking 8 3-Fair 4-Poor Remain 47436 30671 1666 Aspen, Quaking 13 2-Good 2-Good Remain 47049 30671 1667 Aspen, Quaking 11 3-Fair 3-Fair Remain 47836 30671 1668 Aspen, Quaking 8 2-Good 2-Good Remain 46713 30671 1669 Aspen, Quaking 10.5 2-Good 2-Good Remain 47050 30671 1670 Aspen, Quaking 10 2-Good 2-Good Remain 47837 30671 1671 Aspen, Quaking 12.5 2-Good 2-Good Remain 47051 30671 1672 Aspen, Quaking 13 2-Good 2-Good Remain 47838 30671 1673 Aspen, Quaking 8 2-Good 2-Good Remain 47839 30671 1674 Aspen, Quaking 13 2-Good 2-Good Remain 47840 30671 1675 Aspen, Quaking 10 2-Good 2-Good Remain 47437 30671 1676 Aspen, Quaking 15 3-Fair 4-Poor Remain 47841 30671 1677 Aspen, Quaking 23 3-Fair 3-Fair Remain 47052 30671 1678 Aspen, Quaking 12 2-Good 2-Good Remain 47438 30671 1679 Boxelder 7.5 3-Fair 3-Fair Remain 47053 30671 1680 Aspen, Quaking 9.5 2-Good 2-Good Remain 46714 30671 1681 Boxelder 10.5 2-Good 2-Good Remain 47440 30671 1682 Boxelder 6 3-Fair 3-Fair Remain 47441 30671 1683 Elm, American 6.5 3-Fair 3-Fair Remain 47442 30671 1684 Boxelder 7 4-Poor 3-Fair Remain 47443 30671 1685 Elm, American 8 2-Good 2-Good Remain 47054 30671 1686 Elm, American 6.5 4-Poor 3-Fair Remain 46715 30671 1687 Oak, White 16 2-Good 2-Good Remain 46716 30671 1688 Boxelder 9.5 2-Good 2-Good Remain 46717 30671 1689 Elm, American 16 2-Good 2-Good Remain 47444 30671 1690 Boxelder 7 2-Good 2-Good Remain 47842 30671 1691 Elm, American 10.5 2-Good 2-Good Remain 47445 30671 1692 Elm, American 12 2-Good 2-Good Remain 47446 30671 1693 Elm, American 10 2-Good 2-Good Remain 47447 30671 1694 Maple, Silver 37 2-Good 2-Good Remain 47448 30671 1695 Elm, American 19 2-Good 2-Good Remain 46718 30671 1696 Oak, White 12 2-Good 2-Good Remain 47055 30671 1697 Elm, American 7.5 2-Good 2-Good Remain 47843 30671 1698 Elm, American 9.5 2-Good 2-Good Remain 47056 30671 1699 Pine, Red 15 2-Good 3-Fair Remain 46719 30671 1700 Pine, Red 15 2-Good 3-Fair Remain BENCHMARK HYDRANT TNFH = 919.06 FO U FO FO U UFO MB V U G U U G U U U G U G U V WILKINSON LAKE BLVD C E N T E R V I L L E R D ASH STREET W W W W W W W W W W W W W W W W W W W W W W W W WE T W E T WET W E T WET WET WET WET WET W E T WE T WET WET W E T WE T WE T WE T W E T WE T W E T WET W E T WET WET WET WE T WE T W E T WE T WE T WETWET W E T W E T WE T WET WET WET WET WET 5 0 ' C I T Y O F S T . P A U L W A T E R L I N E R O W 70 ' O V E R H E A D E L E C T R I C UT I L I T Y E A S E M E N T 5 0 ' W H I T E B E A R T O W N S H I P W A T E R A N D S E W E R E A S E M E N T 30' WHITE B E A R T O W N S H I P WATER 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 B I R C H E R A L E C 1 6 1 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 8 G R O V E B R A D & J A W O R S K I M 1 6 0 5 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 5 R O D E N , N O E L L E K A T H E R I N E 1 6 0 3 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 6 S A G D A L E N A L A N D & N A T A L I E R 1 6 0 1 A S H S T 3 5 - 3 1 - 2 2 - 3 2 - 0 0 0 7 DONLIN AMY T H 6100 CENTERVILLE RD 35-31-22-33-0005 GALLOP TRUSTEE, DEBRA A 6102 CENTERVILLE RD 35-31-22-34-0006 NORTH OAKS FARMS INC 043022320002 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) 1 0 0 0 ' S H O R E L A N D O V E R L A Y (A M E L I A L A K E ) ( W I L K I N S O N L A K E ) ( A M E L I A L A K E ) 10 0 0 ' SH O R E L A N D OV E R L A Y WILKINSON LAKE ORDINARY HIGH WATER LINE E M LS Easement per Doc. No. 252087 PRESBYTERIAN HOMES OF NORTH OAKS INC 5919 CENTERVILLE RD 043022210019 YALREVO DNALEROHS '0001 (W I L K E N S O N L A K E ) 13 19 15 13 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 2 3 32 1 1 2 3 1 1 6 1 0 12 1 1 6 1 9 1 1 X X 13 4 9 1 4 1 0 1 4 1 3 6 10 1 4 9 13 5 9 5 1 3 1 4 W I L K I N S O N W A Y 5 11 X X X W W I L K I N S O N W A Y 1.47 mph Fastest Line Entry Speed too large South Leg (South) West Leg (West) North Leg (North) Ash / Centerville Roundabout WET WET WET W E T WE T WET WET W E T WE T WE T WE T W E T WE T W E T WET W E T WET WET WET WE T WE T W E T WE T WE T WETWET W E T W E T WE T W E T W E T W E T W E T WE T W E T ASH STREET C E N T E R V I L L E R D 30671 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E . D W G S A V E D B Y : TJ . W E L L S WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-10 OVERALL SITE PLAN C3-10 OVERALL SITE PLAN 300 30671 C3-10 MINNESOTALINO LAKES 0 SCALE IN FEET 120 240 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 PROPOSED SENIOR LIVING COMMUNITY 100 UNITS WETLAND 1 MANAGE 2 WETLAND 10 (TO BE MITIGATED) WETLAND 7 (TO BE MITIGATED) 30' WETLAND BUFFER & CONSERVATION EASEMENT 30' WETLAND BUFFER & CONSERVATION EASEMENT FUTURE ROUNDABOUT INTERSECTION BY ANOKA COUNTY GREENWA Y C O R R I D O R G R E E N W A Y C O R R I D O R P R O P O S E D P U B L I C S I D E W A L K P R O P O S E D T R A I L ( B Y C O U N T Y ) PROPOSED TRAIL (BY COUNTY) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 BUILDING ID NO. UNITS BUILDING SQ. FOOTAGE BUILDING USE 1 100 -APARTMENTS 2 100 -APARTMENTS 3 --CLUBHOUSE 4 4 -TOWNHOME 5 4 -TOWNHOME 6 4 -TOWNHOME 7 4 -TOWNHOME BUILDING ID NO. UNITS BUILDING SQ. FOOTAGE BUILDING USE 8 4 -TOWNHOME 9 4 -TOWNHOME 10 4 -TOWNHOME 11 4 -TOWNHOME 12 4 -TOWNHOME 13 4 -TOWNHOME 14 100 -TOWNHOME BUILDING ID NO. UNITS BUILDING SQ. FOOTAGE BUILDING USE 15 -10,500 SQ. FT COMMERCIAL RETAIL 16 -5,488 SQ. FT COMMERCIAL RETAIL 17 -18,012 SQ. FT COMMERCIAL RETAIL NOTE: DETAILED SITE PLAN SHEETS ARE LOCATED ON SHEETS C3-11 TO C3-14 LAKE AMELIA FO U UFO MB UU U G U V CENTERVILLE RD AS H S T R E E T NO R T H O A K S F A R M S I N C 35 - 3 1 - 2 2 - 3 3 - 0 0 0 2 CO U N T Y O F A N O K A 61 0 1 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 2 - 0 0 0 4 BIR C H E R A L E C 161 3 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 8 35-3 1 - 2 2 - 3 2 - 0 0 0 5 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 922 . 1 6 32 X X X X X X X X PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY ' BUILDING SETBACK40 ' PARKING SETBACK15 ' BUILDING SETBACK30 X X X X X X X X X X 5 11 X X X X X X X X X X X X BUILDING A FFE = 934 LFE = 923 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 CLU B H O U S E FFE = 927 ' B U I L D I N G S E T B A C K 40 ' BUILDING SETBACK30 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 10 0 Y R H W L = 920 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 4 . 0 1 20 ' 20 ' 24 ' 7' 10' 39 . 5 5 ' 26.83' R 2 5 ' R 5 0 ' R3 'R3'R 1 0 ' R2 5 ' R5 0 ' 40.34' 27 . 3 3 ' R20 ' R20 ' R 2 0 ' R3' R1 5 ' R3' R 3 ' R3' R10' R38.33' 27.33' 27.3 3 ' R20' R1 5 ' R5' R3' R5 3 . 3 3 ' R2 5 ' 27.3 3 ' 39 . 5 5 ' 40.34' 2 3 ' 10' 10'R5' R 2 3 5 ' R 2 3 5 ' 8' 20' R3 ' 24'24' 24 ' 7' 5'5' 5 . 3 3 ' 5' 5' R 3 ' R25 ' R3' R 3 ' R2 0 0 ' R200' R3' R181.67' R234.33' R10' R2 3 4 . 3 3 ' R10' R5 ' R6 6 ' R 4 2 ' R 6 8 . 8 3 ' R 4 4 . 8 3 ' 5' 10' 10' 33.3 3 ' R3' R176.67' R3' 10' 10 ' R20' R2 0 ' 1.47 m p h Fas t e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nor t h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t 5' 5' 5' 5' 5' 5' 60 ' RO W 30 ' B- B 5' 16 ' 16.03' 7' 20' TYP 16 . 1 ' 16' 34.24' 2. 6 4 ' 15 . 7 5 ' 18 . 3 9 ' 10' 5' 16 . 1 1 ' 2. 6 4 ' 10' 18 . 3 9 ' 12 4 ' 1 2 3 4 5 6 7 8 9 1 0 11 10 ' ( T Y P ) 60 ' RO W 30 ' B- B R50' 32.11' 8' 8 ' 19' R3 ' R 3 ' 28' R5 ' R3' 30671 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-11 SITE PLAN C3-11 SITE PLAN 300 30671 C3-11 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 4" WIDE WHITE SOLID STALL (TYP) ACCESSIBLE PARKING MARKING (TYP) PROPOSED ROW (TYP) EXISTING ROW (TYP) PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK BITUMINOUS PAVEMENT (TYP) CONCRETE WALK (TYP) FENCE (TYP) R 1 0 ' 7' RETAINING WALL RETAINING WALL RETAINING WALL BUILDING FOUNDATION LINE (TYP) PROPOSED LOT LINE (TYP) 10' UTILITY EASEMENTS 10' UTILITY EASEMENTS 40 ' S E T B A C K 15 ' P A R K I N G S E T B A C K 15' REAR SETBACK 15' REAR SETBACK 15' REAR SETBACK 15 ' R E A R S E T B A C K 15 ' R E A R S E T B A C K PROPOSED LANDSCAPE MONUMENT LOCATION FUTURE AMENITY FUTURE AMENITY 5' RETAINING WALL (TYP) RETAINING WALL RETAINING WALL (TYP) RETAINING WALL RETAINING WALL RETAINING WALL RETATINING WALL RETAINING WALL FDC CONNECTION FDC CONNECTION 5' 25' 34 ' 5' U U FO FO U FO V V W I L K I N S O N L A K E B L V D CENTERVILLE RD Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 13 19 15 13 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 2 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X X X X X X PROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58 PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 ' PARKING SETBACK15 ' BUIL D I N G S E T B A C K 30 ' BUILDING SETBACK40 X X X X X X 11 ' BU I L D I N G S E T B A C K 30 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 100 Y R H W L = 920 . 4 8 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 4 . 0 1 WILK I N S O N W A Y 40.34' 30' R 2 3 5 ' R 2 3 5 ' R2 0 ' R20' R234.5' R200' R2 0 ' R20' R169.09' R200' R3' R181.67' 5' 33.3 3 ' R3' R176.67' 10 ' R20' R2 0 ' R 1 1 . 5 4 ' R11.5 4 ' 34.24' 16 ' B- B 16 ' B- B 76 ' R O W 14 ' R 3 0 ' R30' R3' R30 ' R 3 0 ' R3' R 3 0 ' R 3 0 ' R3' R 2 5 ' R26.3 3 ' 32 . 6 7 ' 19.98' B-B 19.69' B-B 23.01' 45.98' B-B 9 1 0 11 12 1 3 1 4 1 5 1 6 1 7 18 18 31.04 ' 32.11' 9.82' 8' 8 ' 8' 27 . 3 3 ' 27 . 3 3 ' 27 . 3 3 ' 19 ' 19 ' 12' 19 ' 27.33'19' 19 ' 19'19' 29.25 ' 12 ' 19 ' 19 ' 19 ' 19' 27.33' 27.33' R12 . 8 3 ' R 3 ' R 1 2 . 8 3 ' R2.8 3 ' R15' R 1 5 ' R3 ' R 1 2 . 8 3 ' R3' R15' R 3 ' R 1 5 ' R3 ' R15' R 3 ' R 1 5 ' R3 ' R 3 ' R 2 3 ' R 3 ' R3' R 1 5 ' R15' R 3 ' R3' R 1 5 ' R 3 ' R15' R15 ' R3 ' R3' R 3 ' 19 ' 27.34' 19' 19' 1 9 ' 2 7 . 3 4 ' 1 9 ' 27.34' 28' R5 ' R3' R3 ' R5' R3' R4' R5' R 5 ' R16.09' R 3 1 . 3 9 ' R10 . 5 ' R 3 0 ' R4 2 . 8 ' 2 7 . 3 4 ' 27 . 2 6 ' 15.84' 30671 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-12 SITE PLAN C3-12 SITE PLAN 300 30671 C3-12 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 PROPOSED ROW (TYP) TEMPORARY CONSTRUCTION EASEMENT (TYP) EXISTING ROW (TYP) PROPOSED LOT LINE (TYP) PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK PROPOSED LANDCAPE MONUMENT LOCATION FUTURE AMENITY PROPOSED SWALE (TYP) U G U G U X AS H S T R E E T W W W W W W WET WE T WET W E T WE T W E T WE T WET W E T WET W E T WE T WET WET WET W E T WE T W E T WE T WE T WE T WE T WET WET WET WE T NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 8 W O O D S T R O M , J E R R Y A 15 9 1 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 1 SA G D A L E N A L A N D & N A T A L I E R 160 1 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 7 WILKINSON WAY ' BUILDING SETBACK30 ' BUILDING SETBACK 30 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L1 B1 TOWNHOUSE FFE = 916.6 L2 B1 TOWNHOUSE FFE = 918.9 L3 B1 TOWNHOUSE FFE = 921.7 L4 B1 TOWNHOUSE FFE = 924.8 ' BUILDING SETBACK30 39 . 5 5 ' 8' 5' R 3 ' R3' 60 ' RO W 30 ' B- B 2. 6 4 ' 15 . 7 5 ' 18 . 3 9 ' 10' 30 ' 16 . 1 1 ' 2. 6 4 ' 10' 18 . 3 9 ' R25' R 2 5 ' 20' 30 ' 20' 0 1 2 3 4 5 6 7 30671 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-13 SITE PLAN C3-13 SITE PLAN 300 30671 C3-13 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500SWALE (TYP) HYDRANT (TYP) EXISTING ROW (TYP) RETAINING WALL RETAINING WALL PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK 10' UTILITY EASEMENTS 10' UTILITY EASEMENTS 15' REAR SETBACK 10 ' S I D E S E T B A C K 30" WETLAND BUFFER EXISTING MANAGE 2 WETLAND RETAINING WALL BENCHMARK HYDRANT TNFH = 919.06 W I L K I N S O N L A K E B L V D W W W W W W W W W W W W WET WET WET WET WET WE T WE T WET W E T 30 ' W H I T E B E A R T O W N S H I P WA T E R A N D S E W E R E A S M E N T AP P R O X . O R D I N A R Y HIG H W A T E R L E V E L 89 5 . 2 EM LS 13 19 15 13 PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 2 . 1 6 PROP O S E D B U I L D I N G FFE = 925 WILKINSON WAY ' BUILDING SETBACK 30 5 TOWNHOUSE L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 ' BUILDING SETBACK30 ' BU I L D I N G S E T B A C K 30 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PR O P O S E D RAI N G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 W PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 924 . 0 1 PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 39 . 5 5 ' 30' R 2 3 5 ' R 2 3 5 ' 8' 20' 8' 5'5' R20' R 3 ' R3' R 3 ' R2 0 0 ' R200' R3' R181.67' R234.33' R2 3 4 . 3 3 ' R10' R5 ' R6 6 ' R 4 2 ' 33.3 3 ' R176.67' R20' R2 0 ' 5' 2. 6 4 ' 15 . 7 5 ' 18 . 3 9 ' 10' 5' 16 ' B- B 16 ' B- B 76 ' R O W 14 ' R 3 0 ' R30' R3' R3 0 ' R 3 0 ' R3' 19.98' B-B 16.37' 20' 20' 30 ' 6 7 8 9 1 0 11 12 1 3 60 ' RO W 30 ' B- B R50' 8' 8 ' 27.34' 19' 19' 1 9 ' 2 7 . 3 4 ' 1 9 ' 27.34' 28' R5 ' R3' R3 ' R5' R3' R4' R5' R 5 ' R16.09' R 3 1 . 3 9 ' R10 . 5 ' R 3 0 ' 2 7 . 3 4 ' 27 . 2 6 ' 15.84' 30671 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - S I T E . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-14 SITE PLAN C3-14 SITE PLAN 300 30671 C3-14 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 8' PROPOSED ROW (TYP) TEMPORARY CONSTRUCTION EASEMENT (TYP) RETAINING WALL RETAINING WALL HYDRANT (TYP) PROPOSED LOT LINE (TYP) PROPOSED LOT LINE (TYP) PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK 10' U T I L I T Y E A S E M E N T S 10' U T I L I T Y E A S E M E N T S PROPOSED STORMWATER RE-USE IRRIGATION WELL 30" WETLAND BUFFER & CONSERVATION EASEMENT RETAINING WALL EXISTING MANAGE 2 WETLAND ' BUILDING SETBACK30 ' BUILDING SETBACK L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L1 B1 TOWNHOUSE L2 B1 TOWNHOUSE L3 B1 U 0 1 2 3 4 5 ST-202 ST-202A ST-203 ST-203A ST-204 ST-205 FES-1 FES-1A S-3 S-3A WILKINSON WAY AS H S T 60 ' 30 ' 15 ' 15 ' 15 ' 15 ' 5' 5' 5' 905 910 915 920 925 930 935 940 945 950 905 910 915 920 925 930 935 940 945 950 -0+25 0+00 91 2 . 0 91 2 . 0 1 0+25 91 2 . 3 91 2 . 3 1 0+50 91 1 . 8 91 1 . 8 2 0+75 91 2 . 3 91 2 . 2 8 1+00 91 2 . 1 91 2 . 1 1 1+25 91 1 . 7 91 1 . 7 4 1+50 91 1 . 3 91 1 . 2 9 1+75 91 0 . 9 91 0 . 9 1 2+00 91 1 . 3 91 1 . 3 0 2+25 91 2 . 1 91 2 . 1 2 2+50 91 3 . 1 91 3 . 0 5 2+75 91 4 . 2 91 4 . 2 4 3+00 91 5 . 5 91 5 . 4 6 3+25 91 6 . 3 91 6 . 2 7 3+50 91 7 . 1 91 7 . 0 7 3+75 91 7 . 5 91 7 . 4 5 4+00 91 7 . 6 91 7 . 5 8 4+25 91 7 . 4 91 7 . 4 0 4+50 91 7 . 0 91 7 . 0 4 4+75 91 7 . 0 91 6 . 9 9 5+00 91 7 . 0 91 7 . 0 3 0+ 7 0 . 2 0 91 1 . 8 2 91 2 . 3 1 1+ 2 0 . 2 0 PVI STA = 0+95.20 PVI ELEV = 911.62' L = 50.0' K = 14.07 A.D. = 3.55% 911 . 7 7 0+8 1 . 4 5 39.1' @ -0.80% 55.7' @ 2.75% 367.2' @ 1.75% PROPOSED CENTERLINE (TYP) EXISTING GROUND (TYP) C CXXX.X - EXISTING GROUND L XXX.XX - PROPOSED GROUND L 1+ 7 5 . 9 1 91 3 . 8 4 91 6 . 0 9 2+ 7 5 . 9 1 PVI STA = 2+25.91 PVI ELEV = 915.22' L = 100.0' K = 99.59 A.D. = 1.00% 30671 C3-PLAN & PROFILE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - P L A N & P R O F I L E . D W G S A V E D B Y : DA Y T O N . G O N Y E A SHEET NOT VALID UNLESS THIS TEXT IS COLOR. - 24-30671 03/10/25 C3-15 WILKINSON WAY PAVING PLAN & PROFILE C3-15 WILKINSON WAY PAVING PLAN & PROFILE 300 30671 C3-15 MINNESOTALINO LAKES 0 SCALE IN FEET 20 40 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK HYDRANT (TYP) EXISTING ROW (TYP) 30' BUILDING SETBACK (TYP) 15' PARKING SETBACK (TYP) 10' UTILITY EASEMENTS WILKINSON WAY ' BUILDING SETBACK30 ' BUILDING SETBACK 30 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L3 B1 TOWNHOUSE L4 B1 TOWNHOUSE L5 B1 TOWNHOUSE ' BUILDING SETBACK30 PROPOSED RAIN GARD E N 4 100 YR HWL = 920.22 5 6 7 8 9 1 0 11 ST-105A ST-105 S-5 ST-104 S-4 ST-102 ST-102A S-2 MH-7 60 ' 30 ' 15 ' 15 ' 15 ' 15 ' 5' 5' 5' 905 910 915 920 925 930 935 940 945 950 905 910 915 920 925 930 935 940 945 950 5+00 91 7 . 0 91 7 . 0 3 5+25 91 7 . 0 91 7 . 0 4 5+50 91 7 . 5 91 7 . 5 5 5+75 91 8 . 1 91 8 . 0 8 6+00 91 9 . 3 91 9 . 3 5 6+25 92 0 . 5 92 0 . 4 6 6+50 92 1 . 3 92 1 . 2 7 6+75 92 2 . 2 92 2 . 1 7 7+00 92 2 . 7 92 2 . 7 2 7+25 92 3 . 1 92 3 . 0 7 7+50 92 3 . 2 92 3 . 2 4 7+75 92 3 . 2 92 3 . 2 0 8+00 92 2 . 7 92 2 . 6 7 8+25 92 2 . 6 92 2 . 5 8 8+50 92 3 . 3 92 3 . 3 2 8+75 92 4 . 0 92 3 . 9 7 9+00 92 4 . 5 92 4 . 5 1 9+25 92 5 . 0 92 4 . 9 7 9+50 92 5 . 3 92 5 . 2 6 9+75 92 5 . 2 92 5 . 2 0 10+00 92 5 . 1 92 5 . 0 7 10+25 92 5 . 0 92 4 . 9 6 10+50 92 4 . 9 92 4 . 8 8 8+ 4 3 . 1 7 92 1 . 8 9 92 1 . 8 9 9+ 4 3 . 1 7 PVI STA = 8+93.17 PVI ELEV = 921.39' L = 100.0' K = 50.00 A.D. = 2.00% 921 . 6 4 8+9 3 . 1 7 92 3 . 0 8 7+0 6 . 7 9 PVI STA = 6+93.15 PVI ELEV = 923.39' L = 100.0' K = 36.36 A.D. = 2.75% 6+ 4 3 . 1 5 92 2 . 5 2 92 2 . 8 9 7+ 4 3 . 1 5 100.0' @ -1.00%595.2' @ 1.00% 367.2' @ 1.75% PROPOSED CENTERLINE (TYP) EXISTING GROUND (TYP) C CXXX.X - EXISTING GROUND L XXX.XX - PROPOSED GROUND L 30671 C3-PLAN & PROFILE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - P L A N & P R O F I L E . D W G S A V E D B Y : DA Y T O N . G O N Y E A SHEET NOT VALID UNLESS THIS TEXT IS COLOR. - 24-30671 03/10/25 C3-16 WILKINSON WAY PAVING PLAN & PROFILE C3-16 WILKINSON WAY PAVING PLAN & PROFILE 300 30671 C3-16 MINNESOTALINO LAKES 0 SCALE IN FEET 20 40 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK HYDRANT (TYP) FUTURE STORM STRUCTURE (BY OTHERS) (TYP) ' BUILDIN G S E T B A C K 30 ' BUILDING S E T B A C K 30 P R O P O S E D R A I N G A R D E N 4 10 0 Y R H W L = 92 0 . 2 2 PROPOSED RAIN GARDE N 3 100 YR HWL = 920.48 PROPOSED RAIN GARDE N 2 100 YR HWL = 924.01 10 1 1 1 2 13 14 15 13 13 PROPOSED RAIN GARDE N 2 100 YR HWL = 922.16 12 ST-107 S-6 ST-106A ST-106 ST-105A ST-105 S-5 MH-7 WILKIN S O N W A Y 7 6 ' 3 8 ' 3 8 ' 1 4 ' 1 6 ' 1 6 ' 5 ' 5 ' 5 ' 1 5 ' 1 5 ' 2 3 ' 2 3 ' 905 910 915 920 925 930 935 940 945 950 905 910 915 920 925 930 935 940 945 950 10+00 92 5 . 1 92 5 . 0 7 10+25 92 5 . 0 92 4 . 9 6 10+50 92 4 . 9 92 4 . 8 8 10+75 92 4 . 8 92 4 . 7 7 11+00 92 4 . 7 92 4 . 6 9 11+25 92 4 . 6 92 4 . 5 7 11+50 92 4 . 3 92 4 . 3 3 11+75 92 4 . 0 92 3 . 9 9 12+00 92 3 . 4 92 3 . 4 1 12+25 92 2 . 7 92 2 . 7 5 12+50 92 3 . 0 92 3 . 0 3 12+75 92 3 . 5 92 3 . 4 9 13+00 92 4 . 0 92 4 . 0 2 13+25 92 4 . 4 92 4 . 3 7 13+50 92 4 . 8 92 4 . 8 5 13+75 92 5 . 5 92 5 . 4 7 14+00 92 5 . 7 92 5 . 7 4 14+25 92 5 . 9 92 5 . 9 0 14+50 92 6 . 0 92 6 . 0 0 14+75 92 6 . 3 92 6 . 3 3 15+00 92 6 . 8 92 6 . 7 6 15+25 92 7 . 0 92 7 . 0 3 15+50 92 7 . 1 92 7 . 1 2 15 + 3 8 . 3 7 92 7 . 8 5 595.2' @ 1.00% PROPOSED CENTERLINE (TYP) EXISTING GROUND (TYP) C CXXX.X - EXISTING GROUND L XXX.XX - PROPOSED GROUND L 30671 C3-PLAN & PROFILE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - P L A N & P R O F I L E . D W G S A V E D B Y : DA Y T O N . G O N Y E A SHEET NOT VALID UNLESS THIS TEXT IS COLOR. - 24-30671 03/10/25 C3-17 WILKINSON WAY PAVING PLAN & PROFILE C3-17 WILKINSON WAY PAVING PLAN & PROFILE 300 30671 C3-17 MINNESOTALINO LAKES 0 SCALE IN FEET 20 40 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK HYDRANT (TYP) ' BUIL D I N G S E T B A C K 30 WIL K I N S O N W A Y FO U FOV (AMELIA LA K E ) Easem e n t per Do c . N o . 2 5 2 0 8 7 15 16 17 1 8 1 8 12 ST-108 ST-107 WIL K I N S O N W A Y WIL K I N S O N L A K E B L V D 76 ' 23 ' 23 ' 15 ' 15 ' 16 ' 5' 5' 5' 14 ' 16 ' 38 ' 38 ' 905 910 915 920 925 930 935 940 945 950 905 910 915 920 925 930 935 940 945 950 15+00 92 6 . 8 92 6 . 7 6 15+25 92 7 . 0 92 7 . 0 3 15+50 92 7 . 1 92 7 . 1 2 15+75 92 7 . 1 92 7 . 1 1 16+00 92 7 . 0 92 6 . 9 9 16+25 92 6 . 9 92 6 . 8 7 16+50 92 7 . 0 92 7 . 0 1 16+75 93 0 . 2 93 0 . 1 6 17+00 93 1 . 3 93 1 . 2 7 17+25 93 0 . 6 93 0 . 6 4 17+50 93 0 . 2 93 0 . 2 4 17+75 93 0 . 3 93 0 . 2 5 18+00 93 0 . 3 93 0 . 3 0 18+25 93 0 . 3 93 0 . 3 2 18+50 93 0 . 6 93 0 . 5 6 18+75 93 0 . 7 93 0 . 6 6 19+00 19+25 19+50 19+75 20+00 20+25 20+50 15 + 3 8 . 3 7 92 7 . 8 5 92 8 . 9 3 16 + 3 8 . 3 7 PVI STA = 15+88.37 PVI ELEV = 928.35' L = 100.0' K = 588.24 A.D. = 0.17% 595.2' @ 1.00% 193.9' @ 1.17% PROPOSED CENTERLINE (TYP) EXISTING GROUND (TYP) C CXXX.X - EXISTING GROUND L XXX.XX - PROPOSED GROUND L PROPOSED CENTERLINE (BY COUNTY) 30671 C3-PLAN & PROFILE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - P L A N & P R O F I L E . D W G S A V E D B Y : DA Y T O N . G O N Y E A SHEET NOT VALID UNLESS THIS TEXT IS COLOR. - 24-30671 03/10/25 C3-18 WILKINSON WAY PAVING PLAN & PROFILE C3-18 WILKINSON WAY PAVING PLAN & PROFILE 300 30671 C3-18 MINNESOTALINO LAKES 0 SCALE IN FEET 20 40 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK HYDRANT (TYP) 15' PARKING SETBACK (TYP) 13 19 15 13 PR O P O S E D RA I N G A R D E N 2 10 0 Y R H W L = 92 2 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO U FO FO U UFO MB OH L V OH L OHL OHL V OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL G G G G G G G G G G G FB O FB O FBO FBO FBO FBO FBO FBO FBO FBO FBO U GG UTV UTV UTV FBO FB O G UTV OH L OH L OH L OH L G G G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL U U G U U U G U G U OH L OHL OH L OHL OHL OH L OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OH L OHL OH L OH L OHL OH L OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L V G G W I L K I N S O N L A K E B L V D CENTERVILLE RD AS H S T R E E T W W W W W W W W W W W W W W W W E T WET WET WET AM E L I <II <II <II <II <II <I I <I I II I I II I I I I I I I I I I I I I I I I I I I I I I WET W E T WE T WET WE T WET WE T WE T W E T WET WET WET WE T WE T WE T WE T WET WET WE T WET WE T WE T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EM LS Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> > > >> >> >> >> >> >> >> >> >> <II <II <II <II <II <II <I I <II <II > > >> > > > > > > > > > 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY XX X X 5 11 X X X X X PROPOSED RAIN GARDEN 4 100 YR HWL = 920.22 PR O P O S E D RAI N G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 W PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 924 . 0 1 WILK I N S O N W A Y PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 1.47 m p h Fas t e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nort h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t > I I I I I I I I I I I I I I I I I I I I I I I > > >>>>>>>> > > > >> >> >> >> >> >> >> >> >> >> >> >> I I I I I IIIII I I I I I I I > > > >> > > > >>>>>> >> >> > > >> >> >> >>>>>> >> >> >> >> >> >> >> > > >> >> >> > > > > >> >> >> >> >> I I I I I I I I I S-6 MH-18 MH-15 MH-16 MH-17 MH-19 MH-10 MH-12 MH-8 MH-7 MH-13 S-5 S-4 S-2 S-1 S-3S-3A ST-108 ST-2 ST-106A ST-106 ST-107 ST-105A ST-105 ST-104ST-102 ST-102A ST-101 ST-202 ST-202A ST-201 ST-203 ST-203A ST-205 ST-204 FES-1 FES-1A FES-201 FES-101 ST-116 ST-117 ST-113 ST-114A ST-114 ST-303 ST-302 ST-301 FES-301 ST-402 ST-106B ST-401 FES-401 ST-110 ST-111 ST-112 ST-213 ST-212 ST-211 ST-210 ST-206 ST-208 ST-209ST-207 FES-4 FES-4A ST-109 FES-109 FES-6A OCS-2 FES-6 ST-115 ST-302A ST-108A 30671 C3-UTILITY-OVERALL DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - U T I L I T Y - O V E R A L L . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-20 OVERALL UTILITY PLAN C3-20 OVERALL UTILITY PLAN 300 30671 C3-20 MINNESOTALINO LAKES 0 SCALE IN FEET 80 160 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. C3-23 C3-21 C3-22 C3-24 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 922 . 1 6 32 X X X X X X X X PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 FO U UFO MB OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL G G G G G G G FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO EX SB-aet U EX SB- EX SB- OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL U U G I=914.67 U OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L V >> G G G G G CENTERVILLE RD AS H S T R E E T I I I I I I I I I I I I I I I I I I I I I I I I I I I > >>>>>>> > >>>>>>>>>> > > > > I >> >> >> >> >> >> >> >> >> >>>>>> >> I I I I I I I I I I I IIIIIIIIII I I I I I I I I I I I I I I I I I I I I > > > > > > > > > >>>>> > > > > > > > > > >>>>>>>>>>>>>>>>>> >> >> >> >>>> > > > > > > >> >> >> >> >> > > > > > > >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > I IIIIIIIIIIIIIII I I II > > > > >> > I I 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY X X X X X X X X X X 5 11 X X X X X X X X X X X X BUILDING A FFE = 934 LFE = 923 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 CLU B H O U S E FFE = 927 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 10 0 Y R H W L = 920 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 4 . 0 1 P - 3 ( 5 2 ) 7 2 ' x 1 5 " @ 3 . 0 0 % P- 3 0 3 9 0 ' x 1 5 " @ 0 . 2 5 % I I I I I I I I I I I I I I I I I I I I I I I I I I I > >>>>>>> > >>>>>>>>>> > > > > I >> >> >> >> >> >> >> >> >> >>>>>> >> I I I I I I I I I I I IIIIIIIIII I I I I I I I I I I I I I I I I I I I I > > > > > > > > > >>>>> > > > > > > > > > >>>>>>>>>>>>>>>>>> >> >> >> >>>> > > > > > > >> >> >> >> >> > > > > > > >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > I IIIIIIIIIIIIIII I I II > > > > >> > I I ST-105A R=923.03 I=916.48 ST-105 R=923.02 I=915.84 ST-104 R=921.56 I=913.92 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 1 3 7 ' x 2 4 " @ 1 . 2 5 % P-103 55'x 24" @ 1.25% P-105A 45'x 18" @ 1.00% P-102A 32'x 24" @ 1.00% P-2 0 5 2 9 ' x 2 4 " @ 0 . 2 5 % P-204 145'x 3 0 " @ 0 . 2 5 % P-203 162'x 30" @ 0.15% P- 2 0 2 A 2 9 ' x 2 4 " @ 2 . 0 0 % P- 2 0 3 A 2 9 ' x 2 4 " @ 1 . 0 0 % SP - 1 4 A 4 6 ' x 8 " @ 2 . 0 0 % MH-13 R=932.49 I=917.77 MH-12 R=926.25 I=913.96 S P - 1 1 8 0 ' x 8 " @ 1 . 5 0 % MH-10 R=926.49 I=911.97 S P - 1 5 6 9 ' x 8 " @ 2 . 0 0 % SP-9 1 6 3 ' x 8 " @ 1 . 5 0 % MH-8 R=924.42 I=909.31 S P - 8 9 2 ' x 8 " @ 1 . 5 0 % MH-7 R=923.05 I=907.73 SP - 7 9 8 ' x 8 " @ 1 . 5 0 % MH-15 R=925.33 I=910.91 S P - 1 6 1 0 0 ' x 8 " @ 2 . 0 0 % MH-16 R=926.52 I=913.11 S P - 1 7 1 0 0 ' x 8 " @ 2 . 0 0 % MH-17 R=928.73 I=915.31 MH-18 R=932.16 I=917.29 SP - 1 8 8 9 ' x 8 " @ 2 . 0 0 % SP-19 61'x 8" @ 2.00%MH-19 R=931.94 I=918.72 SP - 1 9 A 5 6 ' x 8 " @ 2 . 0 0 % SP-12 241'x 8" @ 1.50% S P - 5 A 3 6 ' x 6 " @ 2 . 0 0 % SP-5 1 4 6 ' x 8 " @ 1 . 2 5 % SP-6A 70'x 6" @ 2.00% S-4 R=921.70 I=905.78 S-3A R=913.01 I=903.43 SP-3 89'x 8" @ 0. 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 m p h Fas t e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nor t h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t ST-213 R=922.98 I=918.75 P-213 349'x 12" @ 0.50% ST-212 R=920.95 I=916.80 P-212 113'x 1 5 " @ 0 . 5 0 % ST-211 R=923.87 I=916.03 P-21 1 3 0 0 ' x 1 8 " @ 0 . 5 0 % ST-210 R=924.68 I=914.34 P-2 1 0 2 9 6 ' x 2 1 " @ 2 . 0 4 % ST-206 R=912.00 I=908.10 P-207 153'x 18" @ 2.00% ST-207 R=917.06 I=911.35 P-208 142'x 18" @ 0.50% ST-208 R=919.55 I=912.26 P-209 142'x 18" @ 0.50% ST-209 R=922.04 I=913.17 ST-110 R=924.25 I=913.79 P- 1 1 0 3 0 0 ' x 2 4 " @ 2 . 0 0 % ST-111 R=925.04 I=914.19 P- 1 1 1 4 0 ' x 2 4 " @ 0 . 5 0 % P-1 1 2 7 1 ' x 2 4 " @ 0 . 5 0 % ST-112 R=926.24 I=914.71 P - 1 1 3 1 4 2 ' x 2 4 " @ 0 . 5 0 % ST-113 R=925.48 I=915.65 P-114 100'x 24" @ 0.50% ST-114 R=928.48 I=916.35 P- 1 1 5 1 1 4 ' x 1 5 " @ 1 . 1 7 % P- 1 1 4 A 8 9 ' x 2 4 " @ 0 . 5 0 % ST-114A R=926.50 I=917.00P-116 72'x 15" @ 1.02% ST-115 R=928.23 I=920.46ST-116 R=930.01 I=921.94 P- 1 1 7 1 7 ' x 1 2 " @ 1 . 0 0 % ST-117 R=929.48 I=921.40 ST-302A R=924.47 I=922.00 P- 3 0 2 A 8 1 ' x 1 2 " @ 0 . 5 0 % ST-302 R=925.68 I=921.40 P- 3 0 2 8 0 ' x 1 8 " @ 0 . 2 5 % ST-301 R=924.89 I=921.00 P - 3 0 1 8 9 ' x 1 8 " @ 1 . 1 3 % FES-301 I=920.00 ST-106B R=920.00 I=916.85 P-106B 34'x 18" @ 0.50% ST-402 R=923.69 I=919.16 P-402 33'x 18" @ 0.25% ST-401 R=923.32 I=918.58P-401 32'x 18" @ 0.25% FES-401 I=919.00 ST-102B R=920.00 I=914.09 P-102B 35'x 24" @ 1.00% ST-303 R=927.10 I=921.82 P - 3 ( 5 3 ) 7 7 ' x 1 5 " @ 2 . 0 0 % ST-3 (72) R=928.90 I=923.55 P-2 0 6 1 2 8 ' x 2 4 " @ 0 . 2 5 % ST-3 (73) R=932.99 I=925.92 S-3 R=915.35 I=902.75 STUB-104A I=914.17 (18") 30671 C3-UTILITY DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - U T I L I T Y . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-21 UTILITY PLAN C3-21 UTILITY PLAN 300 30671 C3-21 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >> <II II> I I G G OE OE UE UE UT UT UTV OHL UTL FBO CONSTRUCT SANITARY AND WATER SERVICES TO WITHIN 5' OF BUILDING - CONTINUATION TO BUILDING BY MECHANICAL CONTRACTOR CONSTRUCT SANITARY AND WATER SERVICES TO WITHIN 5' OF BUILDING - CONTINUATION TO BUILDING BY MECHANICAL CONTRACTOR 8"x45° PVC BEND 8"x45° PVC BEND 8"x6" PVC TEE 8"x45° PVC BEND 8"x8" PVC TEE 8"x6" PVC TEE 8 " P V C W A T E R M A I N 8 " P V C W A T E R M A I N 8"x45° PVC BEND 8" PVC WATERMAIN 8"x45° PVC BEND 8"x8" PVC TEE 8" PVC WATERMAIN 12"x8" TEE 1 - 12" GV 1 - 8" GV 12"x8" TEE 1 - 12" GV 1 - 6" GV 12"x6" TEE 1 - 12" GV 1 - 6" GV 12" PVC WATERMAIN 8"x8" PVC TEE 8"x6" PVC TEE 6"x45° PVC BEND 5"x 7'-6" HYDRANT BREAK=930.72 5"x 7'-6" HYDRANT BREAK=930.52 5"x 7'-6" HYDRANT BREAK=931.07 5"x 7'-6" HYDRANT BREAK=923.39 5"x 7'-6" HYDRANT BREAK=919.17 5"x 7'-6" HYDRANT BREAK=913.52 8"x6" PVC TEE 5"x 7'-6" HYDRANT BREAK=926.17 EX 24" CMP CULVERT 6" SAN STUB 4" WATER SERVICE 6" SAN STUB RETAINING WALL 1" WATER SERVICE (TYP)4" SANITARY SERVICE (TYP) FDC CONNECTION FDC CONNECTION 12"x8" CROSS 1 - 12" GV 1 - 8" GV 1 - 6" GV 12" PVC WATERMAIN 12"X8" TEE 1 - 12" GV 1 - 8" GV 13 19 15 13 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 2 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X X X X X X PROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58 POSE D B U I L D I N G PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 U U FO FO U FO OH L V OH L OH L OHL OHL OHL OHL OHL V OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L G G G G G G G G G G G G G G G G G FB O FBO FB O FBO FBO FBO FBO FBO FBO FBO FBO EX GGV G G G G G UTV UTV UTV UTV UTV UTV UTV FBO FBO FBO FB O FB O UE GGG UTV UTV UTV FBO G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L 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 W I L K I N S O N L A K E B L V D CENTERVILLE RD I I I I I I I I I I I I I I I I I I I I I I I I I I II I I T/C=921.43 EX CB I=909.79 (30" RCP) W I=909.75 (30" RCP) E T/C=923.58 EX CB I=910.19 (30" RCP) W I=910.16 (30" RCP) E R=928.61 EX STM MH I=912.23 (12" RCP) E SANITARY I=912.21 (12" RCP) W SANITARY I=922.41 (12" RCP) N STORM I=921.46 (12" RCP) S STORM T/C=930.39 EX CB I=926.88 (12" RCP) E T/C=931.33 EX CB I=915.19 (30" RCP) W I=915.29 (30" RCP) S R=931.93 EX STM MH I=925.08 (12" RCP) S STORM I=924.92 (12" RCP) N STORM I=914.21 (12" RCP) E SANITARY I=914.12 (12" RCP) W SANITARY T/C=923.68 EX CB I=919.33 (12" RCP) S R=930.71 EX SAN MH I=918.46 (UNKNOWN" UNKNOWN) SW HARD TO SEE PIPE SEEMED LIKE AT LEAST A 12 I=918.26 (?" UNKNOWN) NE BIG? I=919.46 (UNKNOWN" PVC) W 8 OR 10 I=924.01 (8" PVC) W Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> <II <II <II <II <I I <II <I I <II <II <II <II <II <II <I I <II > > > > > I > > I I I I I I I I I I I I I I I I I I I I I I I I I > > > > > > > > > I I >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I I I I I I > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> > > > > > > >> > > > >>> >> >> >> >> >> >> >> >> >> >> >> >> X X X X X X 11 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 100 Y R H W L = 920 . 4 8 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 4 . 0 1 WILK I N S O N W A Y P- 3 0 3 9 0 ' x 1 5 " @ 0 . 2 5 % I > > I I I I I I I I I I I I I I I I I I I I I I I I I > > > > > > > > > I I >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I I I I I I > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> > > > > > > >> > > > >>> >> >> >> >> >> >> >> >> >> >> >> >> ST-2 R=927.13 I=921.00 ST-108 R=929.54 I=923.50 ST-106 R=925.24 I=918.83 ST-106A R=926.56 I=919.48 ST-107 R=927.34 I=921.42 ST-105A R=923.03 I=916.48 ST-105 R=923.02 I=915.84 ST-104 R=921.56 I=913.92 ST-102 R=921.37 I=913.03 ST-102A R=921.61 I=913.54 P-10 5 2 2 4 ' x 1 8 " @ 1 . 2 5 % P-104 1 3 7 ' x 2 4 " @ 1 . 2 5 % P-103 55'x 24" @ 1.25% P-106A 45'x 15" @ 1.00% P-105A 45'x 18" @ 1.00% P-108 1 6 6 ' x 1 5 " @ 1 . 2 5 % P-107 1 9 2 ' x 1 8 " @ 1 . 2 5 % P-2 31' x 1 2 " @ 3 . 2 6 % SP - 1 5 6 9 ' x 8 " @ 2 . 0 0 % S P - 8 9 2 ' x 8 " @ 1 . 5 0 % MH-7 R=923.05 I=907.73 SP - 7 9 8 ' x 8 " @ 1 . 5 0 % S P - 5 A 3 6 ' x 6 " @ 2 . 0 0 % STUB-5A I=908.92 S-5 R=923.01 I=907.70 SP- 6 1 7 6 ' x 8 " @ 1 . 2 5 % SP-5 1 4 6 ' x 8 " @ 1 . 2 5 % SP-6A 70'x 6" @ 2.00% S-6 R=924.80 I=909.99 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- 3 0 2 A 8 1 ' x 1 2 " @ 0 . 5 0 % ST-302 R=925.68 I=921.40 P- 3 0 2 8 0 ' x 1 8 " @ 0 . 2 5 % ST-301 R=924.89 I=921.00 P - 3 0 1 8 9 ' x 1 8 " @ 1 . 1 3 % FES-301 I=920.00 ST-106B R=920.00 I=916.85 P-106B 34'x 18" @ 0.50% ST-402 R=923.69 I=919.16 P-402 33'x 18" @ 0.25% ST-401 R=923.32 I=918.58 ST-108A R=925.85 I=923.93 P - 1 0 8 A 4 5 ' x 1 2 " @ 0 . 5 0 % STUB-104A I=914.17 (18") 30671 C3-UTILITY DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - U T I L I T Y . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-22 UTILITY PLAN C3-22 UTILITY PLAN 300 30671 C3-22 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >> <II II> I I G G OE OE UE UE UT UT UTV OHL UTL FBO PROPOSED 12" WATER MAIN 12" 45° BEND CONNECT TO EXISTING 8" WATER (VERIFY SIZE, DEPTH, AND LOCATION) 12"x6" TEE 1 - 12" GV 1 - 6" GV 12"x6" TEE 1 - 12" GV 1 - 6" GV 12"x8" TEE 1 - 12" GV 1 - 8" GV 12" PV C W A T E R M A I N 5"x 7'-6" HYDRANT BREAK= 5"x 7'-6" HYDRANT BREAK= 8"x8" PVC TEE 12"x8" TEE 1 - 12" GV 1 - 8" GV FUTURE INTERCONNECT VAULT FOR CONNECTION BETWEEN WHITE BREAR TOWNSHIP AND THE CITY OF LINO LAKES. VAULT TO BE CONSTRUCTED WITH DEVELOPMENT, BUT APPURTENCES WILL BE INSTALLED BY OTHERS IN THE FUTURE FUTURE STORM BY OTHERS (TYP) 12"X12" TEE 2 - 12" GV 12" 45° BEND CAP 12" WATERMAIN STUB >> OH L OH L OH L OH L OH L OH L OH L OH L OHL I=901.82 I=901.80 U G U G U OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L X AS H S T R E E W W W W W W <II <II <II <II <II <II <II <II <II <II <I I WET WE T WET W E T WE T W E T WE T WET W E T WET W E T WE T WET WET WET W E T WE T W E T WE T WE T WE T WE T WET WET WET WE T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I> > > R=912.44 I=896.35 EX SAN MH I I I I I I I I I I I I I I I I I > > > > > >>>>>>> > >>>>> >> >> >> >>>>>> >> >> >> >> >> >> I >>>>>>>>>>>>>>>>>> >> >> > > >> >> >> >> >> >> >> >> >> >> >> I IIIIIIIIIII I I II > I I I I I I I I I I I I I I I I I I I WILKINSON WAY BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L1 B1 TOWNHOUSE FFE = 916.6 L2 B1 TOWNHOUSE FFE = 918.9 L3 B1 TOWNHOUSE FFE = 921.7 L4 B1 TOWNHOUSE FFE = 924.8 I I I I I I I I I I I I I I I I I > > > > > >>>>>>> > >>>>> >> >> >> >>>>>> >> >> >> >> >> >> I >>>>>>>>>>>>>>>>>> >> >> > > >> >> >> >> >> >> >> >> >> >> >> I IIIIIIIIIII I I II > I I I I I I I I I I I I I I I I I I I ST-202 R=917.95 I=904.68 ST-201 W/ SAFL BAFFLE SEE DETAIL SHEET C0-26 R=915.91 I=903.24 S=899.24 ST-203 R=915.00 I=906.75 ST-205 R=911.68 I=907.58 ST-204 R=911.68 I=907.31 FES-1 I=909.22 FES-1A I=908.98 FES-201 I=905.66 ST-202A R=917.95 I=907.26 ST-203A R=914.98 I=909.12 P-2 0 5 2 9 ' x 2 4 " @ 0 . 2 5 % P-204 145'x 3 0 " @ 0 . 2 5 % P-203 162'x 30" @ 0.15% P- 2 0 2 1 6 5 ' x 3 6 " @ 0 . 1 5 % P-2 0 1 1 3 1 ' x 3 6 " @ 0 . 1 5 % P- 2 0 2 A 2 9 ' x 2 4 " @ 2 . 0 0 % P- 2 0 3 A 2 9 ' x 2 4 " @ 1 . 0 0 % P-1 9 6 ' x 1 2 " @ 0 . 2 5 % 11 8 0 ' x 8 " @ 1 . 5 0 % MH-10 R=926.49 I=911.97 S-3A R=913.01 I=903.43 SP-3 89'x 8" @ 0. 6 5 % S-2 R=920.90 I=900.77 SP-2 313'x 8" @ 0.60% SP - 1 1 8 3 ' x 8 " @ 1 . 2 5 % S-1 R=917.94 I=898.38 SP-1A 70' x 8 " @ 1 . 2 5 % CONNECT TO EXISTING STUB I=897.40 10 ' ST-206 R=912.00 I=908.10 P-207 153'x 18" @ 2.00% ST-207 R=917.06 I=911.35 P-208 142'x 18" @ 0.50% ST-208 R=919.55 I=912.26 P-209 142'x 18" @ 0.50% ST-209 R=922.04 I=913.17 ST-110 R=924.25 I=913.79 P- 1 1 0 3 0 0 ' x 2 4 " @ 2 . 0 0 % ST-111 R=925.04 I=914.19 P- 1 1 1 4 0 ' x 2 4 " @ 0 . 5 0 % P-1 1 2 7 1 ' x 2 4 " @ 0 . 5 0 % P- 1 0 9 9 0 ' x 2 4 " @ 2 . 0 0 % FES-109 I=902.00 FES-4A I=904.50 FES-4 I=904.66 P-4 66'x 3 6 " @ 0 . 2 5 % P-2 0 6 1 2 8 ' x 2 4 " @ 0 . 2 5 % SP-3B 22'x 8" @ 0.65% STUB-3B I=904.09 S-3B R=915.72 I=903.85 S-3 R=915.35 I=902.75 30671 C3-UTILITY DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - U T I L I T Y . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-23 UTILITY PLAN C3-23 UTILITY PLAN 300 30671 C3-23 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >> <II II> I I G G OE OE UE UE UT UT UTV OHL UTL FBO EXISTING 8" SANITARY SEWER LINE EXISTING 8" WATERLINE 12"x6" TEE 1 - 12" GV 1 - 6" GV 12"x6" TEE 1 - 12" GV 1 - 6" GV 5"x 7'-6" HYDRANT BREAK=923.39 5"x 7'-6" HYDRANT BREAK=919.17 5"x 7'-6" HYDRANT BREAK=913.52 RETAINING WALL 1" WATER SERVICE (TYP)4" SANITARY SERVICE (TYP) SANITARY SEWER CAP 12"x8" CROSS 1 - 12" GV 1 - 8" GV 1 - 6" GV 12" PLUG 8" 45° BEND 8" 22.5° BEND CONNECT TO EXISTING WATER STUB 1 - 8" GV 8" 22.5° BEND 8" PVC WATERMAIN 12" PVC WATERMAIN 13 19 15 13 PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 2 . 1 6 PROP O S E D B U I L D I N G FFE = 925 BENCHMARK HYDRANT TNFH = 919.06 R=911.71 I=894.95? EX SAN MH R=919.88 I=893.60? EX OHL OHL OH L OH L OH L OH L OH L OHL OHL OH L OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OH L OH L OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L W I L K I N S O N L A K E B L V D W W W W W W W W W W W W <II <II <II <II <II <II I I I I I I I I I I I I WET WET WET WET WET WE T WE T WET W E T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EM LS T/C=916.54 EX CB I=907.08 (30" RCP) S I=907.03 (30" RCP) NE T/C=919.33 EX CB I=908.50 (30" RCP) SW I=908.49 (30" RCP) E I=910.19 (18" RCP) S T/C=921.43 EX CB I=909.79 (30" RCP) W I=909.75 (30" RCP) E I=900.58 (30" RCP) W I THINK 30 I=900.88 (30" RCP) E I THINK 30 T/C=919.55 EX CB I=914.75 (12" RCP) S T/C=923.68 EX CB I=919.33 (12" RCP) S >> >> >> >> >> > > > > > > >> >> >> >> <I I <II <II <II <II <II <II <II <II <I I > > > > > > > >> > > > > > > > > > > > > > R=912.44 I=896.35 EX SAN MH I I I I I I I I I I I I I I I I I I I I > > > > > >>>>>>>>> > > > > > > > > I I >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I I I I I I I I I I I > > > > > > > > >> > > >> >> >> >> >> >> >> >> > > >> I IIIIIII > > > >>> >> >> >> >> >> >> >> >> I I WILKINSON WAY 5 TOWNHOUSE 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PR O P O S E D RAI N G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 W PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 924 . 0 1 PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 I I I I I I I I I I I I I I I I I I I I > > > > > >>>>>>>>> > > > > > > > > I I >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I I I I I I I I I I I > > > > > > > > >> > > >> >> >> >> >> >> >> >> > > >> I IIIIIII > > > >>> >> >> >> >> >> >> >> >> I I ST-106 R=925.24 I=918.83 ST-105A R=923.03 I=916.48 ST-105 R=923.02 I=915.84 ST-104 R=921.56 I=913.92 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-10 5 2 2 4 ' x 1 8 " @ 1 . 2 5 % P-104 1 3 7 ' x 2 4 " @ 1 . 2 5 % P-103 55'x 24" @ 1.25% P-105A 45'x 18" @ 1.00% P-102A 32'x 24" @ 1.00% P- 1 0 2 1 3 6 ' x 3 0 " @ 4 . 5 0 % P- 1 0 1 1 3 2 ' x 3 0 " @ 2 . 5 8 % P-107 1 9 2 ' x 1 8 " @ 1 . 2 5 % 11 8 0 ' x 8 " @ 1 . 5 0 % MH-10 R=926.49 I=911.97 S P - 1 5 6 9 ' x 8 " @ 2 . 0 0 % SP-9 1 6 3 ' x 8 " @ 1 . 5 0 % MH-8 R=924.42 I=909.31 S P - 8 9 2 ' x 8 " @ 1 . 5 0 % MH-7 R=923.05 I=907.73 SP - 7 9 8 ' x 8 " @ 1 . 5 0 % MH-15 R=925.33 I=910.91 S P - 5 A 3 6 ' x 6 " @ 2 . 0 0 % STUB-5A I=908.92 S-5 R=923.01 I=907.70 SP- 6 1 7 6 ' x 8 " @ 1 . 2 5 % SP-5 1 4 6 ' x 8 " @ 1 . 2 5 % SP-6A 70'x 6" @ 2.00% S-6 R=924.80 I=909.99 S-4 R=921.70 I=905.78 SP-4 393'x 8" @ 1.25% SP - 1 1 8 3 ' x 8 " @ 1 . 2 5 % S-1 R=917.94 I=898.38 SP-1A 70' x 8 " @ 1 . 2 5 % CONNECT TO EXISTING STUB I=897.40 10 ' P-209 142'x 18" @ 0.50% ST-209 R=922.04 I=913.17 ST-110 R=924.25 I=913.79 P- 1 1 0 3 0 0 ' x 2 4 " @ 2 . 0 0 % ST-111 R=925.04 I=914.19 P- 1 1 1 4 0 ' x 2 4 " @ 0 . 5 0 % P-1 1 2 7 1 ' x 2 4 " @ 0 . 5 0 % ST-112 R=926.24 I=914.71 P - 3 0 2 8 0 ' x 1 8 " @ 0 ST-301 R=924.89 I=921.00 P - 3 0 1 8 9 ' x 1 8 " @ 1 . 1 3 % FES-301 I=920.00 ST-106B R=920.00 I=916.85 P-106B 34'x 18" @ 0.50% ST-402 R=923.69 I=919.16 P-402 33'x 18" @ 0.25% ST-401 R=923.32 I=918.58P-401 32'x 18" @ 0.25% FES-401 I=919.00 ST-102B R=920.00 I=914.09 P-102B 35'x 24" @ 1.00% ST-109 W/ SAFL BAFFLE SEE DETAIL SHEET C0-26 R=920.60 I=902.45 SUMP=898.45 P- 1 0 9 9 0 ' x 2 4 " @ 2 . 0 0 % FES-109 I=902.00 FES-4A I=904.50 FES-4 I=904.66 P-4 66'x 3 6 " @ 0 . 2 5 % FES-6A I=902.50 P- 6 A 3 3 ' x 2 4 " @ 0 . 0 0 % OCS-2 R=908.00 I=901.00 P-6 3 3 ' x 3 0 " @ 0 . 9 2 % FES-6 I=900.70 STUB-104A I=914.17 (18") STUB-101A I=905.67 (18") 30671 C3-UTILITY DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 3 - U T I L I T Y . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C3-24 UTILITY PLAN C3-24 UTILITY PLAN 300 30671 C3-24 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >> <II II> I I G G OE OE UE UE UT UT UTV OHL UTL FBO EXISTING 8" SANITARY SEWER LINE EXISTING 8" WATERLINE EXISTING 8" SANITARY SEWER LINE EXISTING 8" WATERLINE 12"x6" TEE 1 - 12" GV 1 - 6" GV 5"x 7'-6" HYDRANT BREAK=923.39 1" WATER SERVICE (TYP)4" SANITARY (TYP) 12"x6" TEE 1 - 12" GV 1 - 6" GV 12"x8" TEE 1 - 12" GV 1 - 8" GV 5"x 7'-6" HYDRANT BREAK=8"x8" PVC TEE 12"x8" TEE 1 - 12" GV 1 - 8" GV PROPOSED STORMWATER RE-USE IRRIGATION WELLCONNECT TO EXISTING WATER STUB 1 - 8" GV8" PVC WATERMAIN 12" PVC WATERMAIN 8" WATER SERVICE STUB 8" WATER SERVICE PLUG 6" WATER SERVICE PLUG 8" WATER SERVICE STUB 13 19 15 13 PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 922 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY XX X X 5 11 X X X X X PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PR O P O S E D RA I N G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 W PR O P O S E D RA I N G A R D E N 2 10 0 Y R H W L = 92 4 . 0 1 WILK I 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 G U U FO FO U FO FO U UFO MB OH L V OH L OHL OHL V OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL G G G G G G G G G G G FB O FB O FBO FBO FBO FBO FBO FBO FBO FBO FBO EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- EX GGV GG UTV UTV UTV FBO FB O G UTV OH L OH L OH L OH L G G G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHLOHL EX SB-st-13 U U G U U U G U G U OH L OH L OHL OH L OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L V G G W I L K I N S O N L A K E B L V D CENTERVILLE RD AS H S T R E E T W W W W W W E T WET WET WET WE T WET <II <II <II <II <II II I I II I I I I I I I I I I I I I I I I I I I I I I I WET WE T WE T W E T WET WET WET WE T WE T WE T WET WET WE T WET WE T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EM LS Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> > > >> >> >> >> >> >> >> >> >> <II <I I <II <I I <II <II <II <II <II > > >> > > > > > > > > > 900 898 902 904 906 908 920 918 922 924 910 902 904 906 908 9 2 0 918 926 928 930 924 926 928 9 1 2 9 2 2 9 2 4 924 924 92 2 9 1 6 91 8 1.47 m p h Fas t e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nor t h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t > I I I I I I I I I I I I I I I I I I I I I I I > > >>>>>>>> > > > >> >> >> >> >> >> >> >> >> >> >> >> I I I I I IIIII I I I I I I I > > > >> > > > >>>>>> >> >> > > >> >> >> >>>>>> >> >> >> >> >> >> >> > > >> >> >> > > > > >> >> >> >> >> I I I I I I I I I 920914916918922 924 900 910 896898 902 904 906 908 91291 2912 920914 916 918 922 92 2 924 924 92 0 9 2 2 9 2 4 9 2 6 900 91 0 896 8 9 8 8 9 8 902 906 902 91 0 916 918 932 910 904 900898 902 908 908 906 910906908912 91 4 9 1 0 91 6 92 0 9 2 2 9 2 4 9 2 0 91 6 924 922 924 9 2 6 92 8 924 926926 922 920 924 92 0 926 91 4 92 0 92 6 920 922 924 926 920 916 922 924 924 30671 C4-GRADING-OVERALL DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 4 - G R A D I N G - O V E R A L L . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C4-10 OVERALL GRADING PLAN C4-10 OVERALL GRADING PLAN 300 30671 C4-10 MINNESOTALINO LAKES 0 SCALE IN FEET ##### DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 EXISTING CONTOUR (TYP) PROPOSED CONTOUR (TYP) C4-13 C4-11 C4-12 C4-14 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY X X X X X X X X X X 5 11 X X X X X X X X X X X X BUILDING A FFE = 934 LFE = 923 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 CLU B H O U S E FFE = 927 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 10 0 Y R H W L = 920 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 4 . 0 1 FO U UFO MB OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL G G G G G G G FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO U OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL U U G U OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L V >> G G G G G CENTERVILLE RD AS H S T R E E T NO R T H O A K S F A R M S I N C 35 - 3 1 - 2 2 - 3 3 - 0 0 0 2 CO U N T Y O F A N O K A 61 0 1 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 2 - 0 0 0 4 BIR C H E R A L E C 161 3 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 8 35-3 1 - 2 2 - 3 2 - 0 0 0 5 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 922 . 1 6 32 X X X X X X X X PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 I I I I I I I I I I I I I I I I I I I I I I I I I I I > >>>>>>> > >>>>>>>>>> > > > > I >> >> >> >> >> >> >> >> >> >>>>>> >> I I I I I I I I I I I IIIIIIIIII I I I I I I I I I I I I I I I I I I I I > > > > > > > > > >>>>> > > > > > > > > > >>>>>>>>>>>>>>>>>> >> >> >> >>>> > > > > > > >> >> >> >> >> > > > > > > >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > I IIIIIIIIIIIIIII I I II > > > > >> > I I 1.47 m p h Fas t e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nor t h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t ST-105A T/C=923.03 ST-105 T/C=923.02 ST-104 R=921.56 ST-102 T/C=921.37 ST-102A T/C=921.61 ST-202 T/C=917.95 ST-202A T/C=917.95 ST-203 T/C=915.00 ST-203A T/C=914.98 MH-13 R=932.49 MH-18 R=932.16 MH-19 R=931.94 MH-17 R=928.73 MH-10 R=926.49 MH-16 R=926.52 MH-15 R=925.33 MH-12 R=926.25 MH-8 R=924.42 MH-7 R=923.05 S-5 R=923.01 S-4 R=921.70 S-2 R=920.90S-3 R=915.35 S-3A R=913.01 922 923 924 9 2 0 91 7 918 91 9 925 926 927 928 9 2 9 9 2 1 9 2 2 925 9 2 3 9 2 4 925 925 924 924 9 2 1 92 2 92 3 91 5 9 1 6 9 1 7 91 8 9 1 9 922 923 915 920 913 914 9 1 6 9 1 7 9 1 8 91 9 921 922 923 922 930 928 929 915 913 914 917 920 921 923 92 0 93 0 930 91 6 91 6 91 8 92 2 92 2 92 2 92 4 92 4 92 4 92 6 92 6 92 6 92 8 92 8 92 8 93 2 93 2 930 928 928 929 931 932 92 7 92 5 923 924 926 925 923 924 925 922 923 924 920 921 922 923 920 917 918 919 921 91 5 91 4 91 6 91 7 91 8 920919 921 922 924 926 925 922 922 923 923 924 926 93 0 920 918 919 921 922 923 -2.7% -3.2% -3 . 2 % -4 . 3 % -1 . 4 % -1. 5 % -1.3 % -2.4 % -2.8% -3 . 9 % - 5 . 3 % -2 . 9 % - 3 . 0 % -8 . 2 % -4.7% -9.0% -8 . 7 % - 0 . 9 % -1.5% - 1 . 5 % -25.0% -2 5 . 0 % - 1 6 . 9 % -2 0 . 9 % -15.5% -15.5% -27.2% -2 . 3 % -31.4% -2 2 . 7 % -1 6 . 6 % - 1 4 . 3 % -2.7% -1.9% -11 . 4 % - 2 0 . 1 % -0 . 4 % -8.5% -6.5% -2 . 0 % -9 . 1 % -1 1 . 3 % -1 1 . 4 % -1 3 . 6 % -5 . 3 % -24.8 % -0.9% -0.4% 922.95 927.05 931.19 9 3 2 . 1 3 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 . 9 7 929 . 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. 7 6 92 8 . 0 0 9 2 6 . 7 8 9 2 7 . 0 4 927.40 926.89 927.65 927. 5 0 928.94 928.64 931.4 2 930.62 929.98 928.78 929.38 933 . 3 0 931.64 928.9 8 929 . 2 4 929.9 6 930.5 0 93 0 . 7 3 93 1 . 1 1 930.62 929.86 929.2 5 930. 6 3 930. 5 1 9 2 9 . 9 4 932.26 929.3 5 9 2 9 . 0 4 930.8 1930. 4 5 930 . 3 8 932.98 932.22 9 3 2 . 6 8 932.21 931.63 931.64 931.3 5 93 1 . 0 5 930. 9 6 9 3 1 . 4 6 92 9 . 0 3 930.47 930.24 933.67 932.35 933.27 933.34 932.68 92 8 . 9 6 930.15 9 2 3 . 5 0 928.00 9 2 8 . 0 0 925.38 925.38 928.00 928. 0 0 925.06 925 . 0 6 928.00928.00 9 3 4 . 0 0 9 3 4 . 0 0 932. 7 5 93 4 . 0 0 93 4 . 0 0 928.00 926.94 922.00 926.56 929.41 9 2 9 . 4 1 923.95 9 2 8 . 3 2 92 8 . 4 0 9 2 8 . 7 4 928.53 928.00 928.00 928.00 928.00 92 8 . 0 0 92 7 . 7 9 925.52 9 2 7 . 8 4 92 8 . 0 0 932.5 9 932.75 9 3 4 . 0 0 933 . 9 5 934.00 934.00 928 . 5 5 92 7 . 9 8 927.61 928. 6 2 927 . 8 8 927.80 926.76 926.8 4 9 2 7 . 4 0 928 . 0 0 918 . 6 6 918 . 6 3 91 8 . 6 5 92 1 . 1 3 91 8 . 1 6 921 . 1 4 92 0 . 6 4 92 3 . 6 1 92 3 . 6 2 92 3 . 1 3 92 5 . 3 5 92 5 . 3 5 92 4 . 8 6 92 5 . 3 6 925 . 3 6 92 4 . 2 9 92 5 . 3 6 92 5 . 3 6 92 5 . 3 6 92 5 . 3 6 92 3 . 6 3 92 1 . 1 4 92 3 . 6 3 92 1 . 1 4 91 8 . 6 6 9 2 6 . 0 1 92 6 . 1 9 92 5 . 8 0 925. 5 3 926.03 925.72 932.30 929.33929.97 931.50 925.94 926.62 926.11 926.12 925.78 925.37 925.00 924.61 923.32 923.04 924.07 T / W 924.00 T / W 923.00 T / W 917.00 920.00 922.07 923.8 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 0 9 2 8 . 5 7 926 . 0 6 92 7 . 6 4 930 . 3 9 925.99 927.6 6 926.98 924.96 9 2 5 . 5 3 9 2 5 . 8 2 926.63 923. 0 0 926.36 926.33 92 6 . 8 6 9 2 6 . 8 8 926.8 3 927 . 0 0 92 7 . 0 0 92 7 . 0 0 92 7 . 0 0 927.00 926. 9 2 927.04 926. 9 2 92 6 . 9 2 926.52 926.47 927.18 926 . 9 6 92 6 . 8 2 926.84 926.5 8 926 . 4 5 92 6 . 8 3 9 2 5 . 7 2 92 5 . 5 8 931. 7 4 T / W 928. 7 9 B / W 932. 4 0 T / W 930. 1 8 B / W 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 / W 931 . 7 4 T / W 928 . 8 6 B / W 932 . 4 5 T / W 930 . 5 7 B / W 9 3 3 . 9 0 T / W 9 3 3 . 4 0 B / W 9 3 1 . 7 4 T / W 9 2 8 . 8 6 B / W 928 . 2 4 T / W 927 . 7 4 B / W 929 . 0 0 T / W 923 . 0 0 B / W 929.00 T/W 923.00 B/W 928.00 T/W 923.00 B/W 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. 0 0 T / W 923. 0 0 B / W 928.00 T/W 923.00 B/W 923 . 3 9 923 . 4 9 923.65 923 . 3 0 923 . 0 5 922 . 8 7 922.44 923 92 9 9 2 5 9 2 6 92 7 92 8 928.51 929 . 6 1 929 . 4 0 927.94 930.08930.08 930.08 930.08 929.20 929.20 927.79 92 2 92 4 30671 C4-GRADING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 4 - G R A D I N G . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C4-11 GRADING PLAN C4-11 GRADING PLAN 300 30671 C4-11 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500PROPOSED CONTOUR (TYP) EXISTING CONTOUR (TYP) GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION PROPOSED TOP OF RETAINING WALL (T/W) AND BOTTOM OF RETAINING WALL (B/W) SURFACE GRADE / DIRECTION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. 101 100 101 100 XXX X . X X XXX . X X XXX . X X XX X . X X T / W XX X . X X B / W -X.X% 3' WIDE CURB CUT 3' WIDE CURB CUT X X X X X X 11 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 100 Y R H W L = 920 . 4 8 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 4 . 0 1 WILK I N S O N W A Y U U FO FO U FO OH L V OH L OH L OHL OHL OHL OHL OHL V OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L G G G G G G G G G G G G G G G G G FB O FBO FB O FBO FBO FBO FBO FBO FBO FBO FBO EX SB- EX GGV G G G G G UTV UTV UTV UTV UTV UTV UTV FBO FBO FBO FB O FB O UE GGG UTV UTV UTV FBO G OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L 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 W I L K I N S O N L A K E B L V D CENTERVILLE RD I I I I I I I I I I I I I I I I I I I I I I I I I I II I I Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> <II <II <II <II <I I <II <I I <II <II <II <II <II <II <I I <II > > > > > OM E S O F N O R T H O A K S I N C 13 19 15 13 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 2 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X X X X X X PROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58 POSE D B U I L D I N G PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 I > > I I I I I I I I I I I I I I I I I I I I I I I I I > > > > > > > > > I I >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I I I I I I > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> > > > > > > >> > > > >>> >> >> >> >> >> >> >> >> >> >> >> >> ST-108 T/C=929.54 ST-2 R=927.13 ST-106A T/C=926.56 ST-106 T/C=925.24 ST-107 T/C=927.34 ST-105A T/C=923.03 ST-105 T/C=923.02 ST-104 R=921.56 S-6 R=924.80 MH-7 R=923.05 S-5 R=923.01 S-4 R=921.70 922 923 924 926 927 928 9 2 9 925 930 924 926 927 928 929 931 925 925 924 924 92 1 921 92 2 92 2 92 3 924 925 924 926 927 928 922 923 92 0 9 2 5 9 2 1 9 2 2 9 2 3 9 2 4 9 2 6 920 92 0920 91 9 921 922 92 5 92 3 92 4 92 6 927 9 2 8 92 9 9 2 9 92 9 930 928 929 92 5 923 924 926 931931 931 932 932932 933934 -8 . 7 % - 0 . 9 % - 1 . 5 % -2 5 . 0 % - 2 0 . 1 % -0 . 4 % -8.5% -6.5% -2 . 0 % -24.8 % -1.1% -1.0% -0.9% -1.1% -1.1 % -1.1 % -0.9% -0.4% 2 . 3 % 9 2 3 . 5 0 926.94 922.00 926.56 929.41 9 2 9 . 4 1 923.95 9 2 8 . 3 2 92 8 . 4 0 9 2 8 . 7 4 928.53 ??? ??? 926.62 926.11 926.12 925.78 925.37 925.00 923.32 923.04 92 2 . 9 8 923. 0 0 926.33 926.8 3 9 2 5 . 9 3 9 2 6 . 2 9 9 2 5 . 5 3 9 2 5 . 3 3 926.91 927 . 6 0 928.9 0 929.34 927.90 923 . 3 9 923 . 4 9 923.65 923 . 3 0 923 . 0 5 922 . 8 7 922.44 921 . 8 0 921 . 9 6 921.56 921.91 9 2 1 . 4 7 9 2 1 . 2 3 9 2 1 . 5 2 9 2 1 . 3 8 9 2 2 . 5 8 9 2 2 . 4 7 922. 5 9 922 . 6 7 922.19 921.71 9 2 2 . 0 7 9 2 1 . 9 8 9 2 2 . 2 6 9 2 1 . 9 6 925 921 921 922 922 923 923 924 92 292 392 4 9 2 0 9 2 1 9 2 2 9 2 3 9 2 4 9 2 2 923 922 923 9 2 5 . 0 0 9 1 4 . 0 0 9 1 4 . 0 0 9 1 4 . 0 0 914.00 924.50 925.00 925.00 924.50 924.50 924.5 0 925. 0 0 925. 0 0 925. 0 0 925. 0 0 925. 0 0 930 928 929 926 927 928 93 092 9 93 1 9 3 2 9 3 0 9 2 9 9 3 1 9 3 2 93 0 92 9 9 2 9 93 1 9 3 2 93 3 93 4 93 4 930 928 929 931 926 927 928 928 92 9 930 9 3 0 9 3 0 9 3 1 9 3 2 9 3 3 93 3 93 3 93 4 9 2 5 9 2 6 92 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 . 4 0 927.94 930.08930.08 930.08 930.08 929.20 929.20 928 . 8 6 92 8 . 8 6 92 8 . 7 0 928.64 928 . 7 0 928.65 92 8 . 8 0 92 8 . 8 9 928 . 8 6 93 1 . 5 4 93 2 . 7 9 92 9 . 1 0 9 2 8 . 1 4 9 2 7 . 3 3 93 1 . 9 8 928. 3 9 928. 9 3 929. 1 0 928. 8 0 932 . 0 2 931 . 9 8 934 . 0 1 934 . 0 2 93 3 . 4 8 92 8 . 7 8 92 8 . 7 1 92 9 . 2 0 92 9 . 3 0 933. 4 2 933. 3 0 932. 9 4 932. 9 8 928. 8 8 928. 9 1 928. 6 1 928. 6 4 9 2 7 . 5 4 9 3 1 . 8 6 932. 2 6 933. 2 2 932 . 4 3 928 . 9 2 928.85 929.58 92 9 . 5 8 9 2 9 . 5 8 929. 5 8 929.53 929. 4 1 928. 7 4 929. 0 3 927.79 928.50 928. 5 0 9 3 4 . 5 2 934.5 2 934.52 934.52 934.52 934.52 93 4 . 5 2 934.5 2 934.5 2 922 92 4 30671 C4-GRADING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 4 - G R A D I N G . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C4-12 GRADING PLAN C4-12 GRADING PLAN 300 30671 C4-12 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 PROPOSED CONTOUR (TYP) EXISTING CONTOUR (TYP) GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION PROPOSED TOP OF RETAINING WALL (T/W) AND BOTTOM OF RETAINING WALL (B/W) SURFACE GRADE / DIRECTION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. 101 100 101 100 XXX X . X X XXX . X X XXX . X X XX X . X X T / W XX X . X X B / W -X.X% WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. PROPOSED CONTOUR (TYP) WILKINSON WAY BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L1 B1 TOWNHOUSE FFE = 916.6 L2 B1 TOWNHOUSE FFE = 918.9 L3 B1 TOWNHOUSE FFE = 921.7 L4 B1 TOWNHOUSE FFE = 924.8 EX SB-st9 EX SB-st5 EX SB-st3 EX SB- >> OH L OH L OH L OH L OH L OH L OH L OH L OHL U G U G U OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L X AS H S T R E E W W W W W W <II <II <II <II <II <II <II <II <II <II <I I WET WE T WET W E T WE T W E T WE T WET W E T WET W E T WE T WET WET WET W E T WE T W E T WE T WE T WE T WE T WET WET WET WE T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 8 W O O D S T R O M , J E R R Y A 15 9 1 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 1 SA G D A L E N A L A N D & N A T A L I E R 160 1 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 7 > > > I I I I I I I I I I I I I I I I I > > > > > >>>>>>> > >>>>> >> >> >> >>>>>> >> >> >> >> >> >> I >>>>>>>>>>>>>>>>>> >> >> > > >> >> >> >> >> >> >> >> >> >> >> I IIIIIIIIIII I I II > I I I I I I I I I I I I I I I I I I I ST-202 T/C=917.95 ST-202A T/C=917.95 ST-201 R=915.91 ST-203 T/C=915.00 ST-203A T/C=914.98 ST-205 T/C=911.68 ST-204 T/C=911.68 FES-1 R=910.53 FES-1A R=910.29 FES-201 R=909.14 MH-10 R=926.49 S-2 R=920.90 S-1 R=917.94 S-3 R=915.35 S-3A R=913.01 905 910 902 903 904 906 907 908 909 9 1 1 9 1 2 9 1 3 9 2 1 92 2 92 3 91 5 9 1 6 9 1 7 91 8 9 1 9 915 920 913 914 9 1 6 9 1 7 9 1 8 91 9 921 922 923 915 913 914 916 917 918 920 921 923 924 9 1 0 9 0 9 9 1 1 910 911 915 906909912 918 906906 906 909 909 909 909 9 0 9 915 906 909 912 918 921 903 906 909 925 922 923 924 920 921 922 923 920 917 918 919 921 91 5 91 4 91 6 91 7 91 8 920919 921 922 924 -9.0% - 1 6 . 9 % -2 0 . 9 % -15.5% -9 . 1 % -1 1 . 3 % -1 1 . 4 % -1 3 . 6 % -5 . 3 % -1 3 . 6 % - 2 3 . 9 % -2 5 . 8 % -33 . 2 % -2 4 . 1 % -1 0 . 0 % -1 6 . 3 % -1 6 . 1 % -6 . 3 % -1 6 . 9 % -7 . 0 % -5 . 6 % -6 . 3 % -6 . 7 % -16.2% -27.1% 900 901 902 900 905 898 899 901 902 903 904 900 896 897 898 899 92 7 . 7 9 925.52 9 2 7 . 8 4 92 8 . 0 0 932.75 9 3 4 . 0 0 934.00 928 . 5 5 92 7 . 9 8 9 2 7 . 4 0 928 . 0 0 91 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 9 1 1 . 7 1 9 1 2 . 3 4 9 1 2 . 3 7 9 1 2 . 4 6 9 1 2 . 4 9 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 8 91 8 . 6 6 91 8 . 6 3 91 8 . 6 5 92 1 . 1 3 91 8 . 1 6 921 . 1 4 92 0 . 6 4 92 3 . 6 1 923 . 6 2 923 . 1 3 92 5 . 3 5 925 . 3 5 924 . 8 6 92 5 . 3 6 925 . 3 6 92 5 . 3 6 92 5 . 3 6 923 . 6 3 921 . 1 4 92 3 . 6 3 92 1 . 1 4 91 8 . 6 6 925. 5 3 926.03 924.07 T / W 924.00 T / W 923.00 T / W 917.00 920.00 922.07 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 / W 9 2 5 . 5 3 9 2 5 . 8 2 926.63 931 . 7 4 T / W 928 . 8 6 B / W 932 . 4 5 T / W 930 . 5 7 B / W 9 3 3 . 9 0 T / W 9 3 3 . 4 0 B / W 9 3 1 . 7 4 T / W 9 2 8 . 8 6 B / W 928 . 2 4 T / W 927 . 7 4 B / W 929.00 T/W 923.00 B/W 928.00 T/W 923.00 B/W 908 . 4 5 T / W 908 . 1 5 B / W 911 . 7 9 T / W 911 . 7 9 B / W 913 . 2 3 T / W 904 . 6 2 B / W 914 . 4 2 T / W 904 . 4 3 B / W 912 . 5 1 T / W 905 . 4 8 B / W 9 1 0 . 0 0 909 . 5 0 9 1 2 . 1 9 912.19 914. 3 8 914 . 3 8 FES-4 R=908.14 FES-4A R=907.98 30671 C4-GRADING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 4 - G R A D I N G . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C4-13 GRADING PLAN C4-13 GRADING PLAN 300 30671 C4-13 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION PROPOSED TOP OF RETAINING WALL (T/W) AND BOTTOM OF RETAINING WALL (B/W) SURFACE GRADE / DIRECTION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. 101 100 101 100 XXX X . X X XXX . X X XXX . X X XX X . X X T / W XX X . X X B / W -X.X% PROPOSED CONTOUR (TYP) EXISTING CONTOUR (TYP) EXISTING FLOODPLAIN PER FEMA WILKINSON LAKE OHWL ELEV. 895.2 30" WETLAND BUFFER 30' WETLAND BUFFER 30' WETLAND BUFER EXISTING MANGE 2 WETLAND EXISTING MANGE 2 WETLAND WILKINSON WAY 5 TOWNHOUSE 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PR O P O S E D RAI N G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 W PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 924 . 0 1 PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 BENCHMARK HYDRANT TNFH = 919.06 OHL OHL OH L OH L OH L OH L OH L OHL OHL OH L OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OHL OH L OH L OHL OHL OHL OHL OHL OHL OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L OH L W I L K I N S O N L A K E B L V D W W W W W W W W W W W W <II <II <II <II <II <II I I I I I I I I I I I I WET WET WET WET WET WE T WE T WET W E T I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I AP P R O X . O R D I N A R Y HIG H W A T E R L E V E L 89 5 . 2 EM LS >> >> >> >> >> > > > > > > >> >> >> >> <I I <II <II <II <II <II <II <II <II <I I > > > > > > > >> > > > > > > > > > > > > > 13 19 15 13 PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 2 . 1 6 PROP O S E D B U I L D I N G FFE = 925 EO F 90 9 . 2 5 I I I I I I I I I I I I I I I I I I I I > > > > > >>>>>>>>> > > > > > > > > I I >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I I I I I I I I I I I > > > > > > > > >> > > >> >> >> >> >> >> >> >> > > >> I IIIIIII > > > >>> >> >> >> >> >> >> >> >> I I ST-106 T/C=925.24 ST-105A T/C=923.03 ST-105 T/C=923.02 ST-104 R=921.56 ST-102 T/C=921.37 ST-102A T/C=921.61 ST-101 R=917.15 FES-101 R=904.94 MH-10 R=926.49 MH-15 R=925.33 S-6 R=924.80 MH-8 R=924.42 MH-7 R=923.05 S-5 R=923.01 S-4 R=921.70 S-2 R=920.90 S-1 R=917.94 900 905 897 898 899 901 902 903 904 906 907 908 920 917 918 919 921 922 923 924 910 906 907 908 909 925 924 925 924 9 2 1 92 2 92 3 92 1 921 92 2 92 2 92 3 924 925 924 922 923 92 0 9 2 5 9 2 1 9 2 2 9 2 3 9 2 4 9 2 6 920 92 0920 91 9 921 922 92 6 921 922 923 922 923 924 906 909 909 909 9 0 9 915 906 909 912 918 921 903 906 909 918921924 900 897 903 906 909 912 9 1 8 9 2 1 9 2 4 92 5 923 924 925 923 924 925 922 923 924 922 924 926 -9.0% - 0 . 9 % -1.5% - 1 . 5 % -25.0% -2 5 . 0 % - 1 6 . 9 % -2 . 0 % -9 . 1 % -5 . 3 % -24.8 % -1.1% -1.1 % -1.1 % -0.9% -0.4% -1 3 . 6 % - 2 3 . 9 % -33 . 2 % -2 4 . 1 % -1 0 . 0 % -1 6 . 3 % -1 6 . 1 % -6 . 3 % -1 6 . 9 % -5 . 6 % -46 . 8 % -20. 9 % 1.9 % - 2 9 . 7 % - 1 3 . 0 % - 4 8 . 0 % -29.0% -14.9% -1 0 . 4 % -4 . 0 % -3 . 0 % 900 896 897 898 899 928 . 5 5 92 7 . 9 8 9 2 7 . 4 0 928 . 0 0 9 2 0 . 6 4 9 2 4 . 4 4 9 2 4 . 4 4 9 2 2 . 4 4 9 2 4 . 4 4 9 2 0 . 8 5 9 1 9 . 3 9 901.24 9 1 1 . 8 3 9 1 1 . 7 1 9 1 2 . 3 4 9 1 2 . 3 7 9 1 2 . 4 6 9 1 2 . 4 9 913.00 912.88 914 . 8 3 914. 8 0 920. 5 6 9 2 4 . 4 4 9 2 3 . 1 9 9 2 1 . 7 2 9 2 4 . 4 4 9 2 4 . 4 4 9 2 3 . 8 9 9 2 4 . 4 4 9 2 4 . 4 4 913. 8 6 912. 1 3 91 2 . 3 1 91 4 . 0 8 91 8 . 1 7 91 6 . 6 3 91 6 . 9 4 91 6 . 0 2 91 2 . 7 5 91 1 . 0 4 911. 0 2 910. 7 9 92 3 . 6 2 923 . 1 3 92 5 . 3 5 925 . 3 5 92 4 . 8 6 925 . 3 6 92 5 . 3 6 92 4 . 2 9 92 5 . 3 6 925 . 3 6 925 . 3 6 92 5 . 3 6 923 . 6 3 ??? 9 2 6 . 0 1 92 6 . 1 9 92 5 . 8 0 925. 5 3 926.03 925.72 925.78 925.37 925.00 924.61 923.32 923.04 924.07 T / W 922.07 9 2 3 . 0 1 T / W 9 2 2 . 8 7 B / W 9 2 2 . 9 9 T / W 9 1 3 . 4 5 B / W 9 2 3 . 0 0 T / W 9 1 8 . 7 1 B / W 9 1 9 . 8 1 T / W 9 1 4 . 9 8 B / W 9 1 4 . 8 5 B / W 9 2 1 . 3 7 T / W 9 2 0 . 6 3 T / W 9 1 9 . 1 9 B / W 9 1 6 . 3 6 B / W 9 2 0 . 1 7 T / W 9 2 5 . 5 3 9 2 5 . 8 2 926.63 926. 9 2 927.04 92 6 . 8 2 926.84 926.5 8 926 . 4 5 9 2 5 . 7 2 92 5 . 5 8 9 2 5 . 5 3 931 . 7 4 T / W 928 . 8 6 B / W 932 . 4 5 T / W 930 . 5 7 B / W 9 3 1 . 7 4 T / W 9 2 8 . 8 6 B / W 928 . 2 4 T / W 927 . 7 4 B / W 929.00 T/W 923.00 B/W 928.00 T/W 923.00 B/W 9 1 0 . 0 0 909 . 5 0 FES-4 R=908.14 FES-4A R=907.98 922 . 9 1 923 . 3 9 923 . 4 9 923.65 923 . 3 0 923 . 0 5 922 . 8 7 922.44 921 . 8 0 921 . 9 6 921.56 921.91 9 2 1 . 4 7 9 2 1 . 2 3 9 2 1 . 5 2 9 2 1 . 3 8 9 2 2 . 5 8 9 2 2 . 4 7 922. 5 9 922 . 6 7 922.19 921.71 9 2 2 . 0 7 9 2 1 . 9 8 9 2 2 . 2 6 9 2 1 . 9 6 925 921 921 922 922 923 923 924 92 292 392 4 9 2 0 9 2 1 9 2 2 9 2 3 9 2 4 9 2 2 923 922 923 924 924 9 2 5 . 0 0 9 1 4 . 0 0 9 1 4 . 0 0 9 1 4 . 0 0 914.00 924.50 925.00 925.00 924.50 924.50 924.5 0 924.50 924.50 924.50 924.75 924.50924.75 924.50 924.75 924.75 92 4 . 7 5 92 4 . 7 5 92 4 . 7 5 92 4 . 7 5 92 4 . 7 5 92 4 . 8 0 92 4 . 7 5 924.75 924. 7 5 924.75 924.75 924. 7 5 924. 7 5 924. 7 5 924. 7 5 924. 7 5 924. 7 5 925. 0 0 925. 0 0 925. 0 0 925. 0 0 925. 0 0 925. 0 0 928.50 FES-6A R=904.90 FES-6 R=903.64 OCS-2 T/C=908.00 92 2 92 4 30671 C4-GRADING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 4 - G R A D I N G . D W G S A V E D B Y : DA Y T O N . G O N Y E A WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C4-14 GRADING PLAN C4-14 GRADING PLAN 300 30671 C4-14 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 PROPOSED CONTOUR (TYP) EXISTING CONTOUR (TYP) GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION PROPOSED TOP OF RETAINING WALL (T/W) AND BOTTOM OF RETAINING WALL (B/W) SURFACE GRADE / DIRECTION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. 101 100 101 100 XXX X . X X XXX . X X XXX . X X XX X . X X T / W XX X . X X B / W -X.X% EXISTING FLOODPLAIN PER FEMA WILKINSON LAKE OHWL ELEV. 895.2 30" WETLAND BUFFER 30' WETLAND BUFFER EXISTING MANGE 2 WETLAND 13 19 15 13 PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 922 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X PROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58 PROP O S E D B U I L D I N G FFE = 925 PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 BENCHMARK HYDRANT TNFH = 919.06 G U U FO FO U FO FO U UFO MB V V EX SB-st EX SB-aet U EX SB-st9 EX SB-st5 EX SB-st3 EX SB- EX SB- EX SB-st-13 U U G U U U G U G U V W I L K I N S O N L A K E B L V D CENTERVILLE RD AS H S T R E E T W W W W W W W W W W W W W W W E T WET WET WET WE T WET W E T WE T WET WE T WET WE T WE T W E T WET WET WET WE T WE T WE T WE T WET WET WE T WET WE T WE T 30 ' W H I T E B E A R T O W N S H I P WA T E R A N D S E W E R E A S M E N T EM LS Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY XX X X 5 11 X X X X X BUILDING A FFE = 934 LFE = 923 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L1 B1 TOWNHOUSE FFE = 916.6 L2 B1 TOWNHOUSE FFE = 918.9 L3 B1 TOWNHOUSE FFE = 921.7 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 CLU B H O U S E FFE = 927 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PR O P O S E D RA I N G A R D E N 3 10 0 Y R H W L = 920 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 W PR O P O S E D RA I N G A R D E N 2 10 0 Y R H W L = 924 . 0 1 WILK I N S O N W A Y PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 1.47 m p h Fas t e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nor t h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t > I I I I I I I I I I I I I I I I I I I I I I I > > >>>>>>>> > > > >> >> >> >> >> >> >> >> >> >> >> >> I I I I I IIIII I I I I I I I > > > >> > > > >>>>>> >> >> > > >> >> >> >>>>>> >> >> >> >> >> >> >> > > 0 1 2 2 >> >> >> > > > > >> >> >> >> >> I I I I I I I I I 0 1 1 0 1 1 PLANT SCHEDULE SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT TREES LT 214 LARGE TREE (40' HEIGHT)2.5" CAL B & B MT 221 MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST 91 SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL QTY BOTANICAL / COMMON NAME ROOT SIZE SPACING SHRUB AREAS 860 LARGE SHRUB (6' HEIGHT)5 GAL CONT 72" o.c. 1,461 SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT 60" o.c. SYMBOL QTY DESCRIPTION SEEDING 44,557 SF BASIN SEED MIX 334,660 SF FUTURE DEVELOPMENT SEED MIX 423,365 SF MNDOT --- 25-151 HIGH MAINTENANCE TURF 20,387 SF NATIVE PRAIRIE SEED MIX EDGER 4,885 LANDSCAPE EDGING 30671 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 5 - L A N D . D W G S A V E D B Y : AL I N A . E L T A M I M I WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C5-10 OVERALL PLANTING AND RESTORATION PLAN C5-10 OVERALL PLANTING AND RESTORATION PLAN 300 30671 C5-10 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 0 SCALE IN FEET 80 160 C5-13 C5-11 C5-14 C5-12 NOTE: FOR SPECIES LIST REEFER TO SHEET C5-15 X X X X X PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 EX SB- U AS H S T R E E T 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY X X X X X X X X X X 5 11 X X X X X X X X X X X X BUILDING A FFE = 934 LFE = 923 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 CLU B H O U S E FFE = 927 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PR O P O S E D RA I N G A R D E N 3 100 Y R H W L = 92 0 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Ash / C e n t e r v i l l e R o u n d a b o u t LANDSCAPE EDGER (TYP) LANDSCAPE EDGER (TYP) I I I I I I I I I I I I I I I I I I I I I I I I I > >>>>>>> > >>>>>>>>>> > > >> >> >> >> >> >> >> >>>>>> >> I I I I I I I I I I I IIIIIIIIII I I I I I I I I I I I I I I I I I I I I > > > > > > > > > >>>>> > > > > > > > > > >>>>>>>>>>>>>>>>>> >> >> >> >>>> > > > > > > >> >> >> >> >> > > > > > > >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > 0 1 2 2 > > > > I IIIIIIIIIIIIIII I I II > I I SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT TREES LT LARGE TREE (40' HEIGHT)2.5" CAL B & B MT MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL BOTANICAL / COMMON NAME ROOT SIZE SPACING SHRUB AREAS LARGE SHRUB (6' HEIGHT)5 GAL CONT 72" o.c. SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT 60" o.c. SYMBOL DESCRIPTION SEEDING BASIN SEED MIX FUTURE DEVELOPMENT SEED MIX MNDOT --- 25-151 HIGH MAINTENANCE TURF NATIVE PRAIRIE SEED MIX EDGER LANDSCAPE EDGING PLANT SCHEDULE 30671 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 5 - L A N D . D W G S A V E D B Y : AL I N A . E L T A M I M I WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C5-11 PLANTING AND RESTORATION PLAN C5-11 PLANTING AND RESTORATION PLAN 300 30671 C5-11 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 CITY LANDSCAPE REQUIREMENTS GENERAL LANDSCAPE REQUIREMENTS ·EXISTING TREES CAN BE USED TO FULFILL LANDSCAPE REQUIREMENTS ·STANDARDS MAY BE MET WITH DIFFERENT SIZES OF TREES AND SHRUBS ·NEW TREES MAY FULFILL CANOPY COVERAGE, FOUNDATION LANDSCAPE, LANDSCAPE SCREEN AND OPEN SPACE STANDARDS SIMULTANEOUSLY IF APPLICABLE BY LOCATION. CANOPY COVER REQUIREMENTS: THE PURPOSE OF THIS REQUIREMENT IS TO MITIGATE THE EFFECTS OF VEHICULAR HARDSCAPE BY ESTABLISHING TREE CANOPY COVER TO INTERCEPT RAINFALL, PROTECT PAVEMENT FROM SUN DETERIORATION, REDUCE THE HEAT ISLAND AFFECT, AND IMPROVE AESTHETICS. THE REQUIRED MINIMUM COVERAGE FOR ALL USES IS 40% EQUATION: VEHICULAR HARDSCAPE (SF) X CANOPY COVER PERCENT = REQUIRED MINIMUM CANOPY COVER SQUARE FEET. ·217,670 x 0.4 = 87,068 ·LARGE TREES PROPOSED IN INTERIOR PARKING LOT ISLANDS: 25 X 950 SF = 23,750 ·MEDIUM TREES PROPOSED IN INTERIOR PARKING LOT ISLANDS: 4 X 500 SF = 2,000 ·LARGE TREES PROPOSED WITHIN LESS THAN (7) FEET OF VEHICULAR HARDSCAPE: 65 X 600 SF = 39,000 ·MEDIUM TREES PROPOSED WITHIN LESS THAN (7) FEET OF VEHICULAR HARDSCAPE: 57 X 250 SF = 14,250 ·SMALL TREES PROPOSED WITHIN LESS THAN (7) FEET OF VEHICULAR HARDSCAPE: 4 X 125 SF = 750 ·LARGE TREES PROPOSED WITHIN (7) - (12) FEET OF VEHICULAR EDGE = 16 X 300 SF = 4,800 ·MEDIUM TREES PROPOSED WITHIN (7) - (12) FEET OF VEHICULAR EDGE = 21 X 125 SF = 2,625 / TOTAL PROPOSED: 87,175 FOUNDATION PLANTING REQUIREMENTS: TREES PLANTED WITHIN (30) FEET OF BUILDING SHALL BE CONSIDERED WITHIN FOUNDATION LANDSCAPE ZONE. SMALLER LANDSCAPE MATERIAL MAY BE SUBSTITUTED AS FOLLOWS: 1 LARGE TREE = 1.5 MEDIUM SHRUBS OR 3 SMALL SHRUBS OR 2 SMALL TREES. FOR EVERY 100 LF OF BUILDING 2 LARGE TREES OR 6 LARGE SHRUBS SHALL BE PROVIDED. ·8,000 LF / 100 X 2 = 160 LARGE TREES REQUIRED / 160 LARGE TREES PROPOSED / 67 SMALL TREES & 291 SMALL SHRUBS IN SUBSTITUTION ·8,000 LF / 100 X 6 = 480 LARGE SHRUBS REQUIRED / 480 LARGE TREES PROPOSED OPEN AREA REQUIREMENTS: FOR EVERY 2500 SF PF OPEN AREA 1 LARGE TREES OR 2 LARGE SHRUBS SHALL BE PROVIDED. SMALLER LANDSCAPE MATERIAL MAY BE SUBSTITUTED AS FOLLOWS: 1 LARGE TREE = 1.5 MEDIUM SHRUBS OR 3 SMALL SHRUBS OR 2 SMALL TREES. ·409,393 / 2500 = 164 LARGE TREES REQUIRED / 164 LARGE TREES PROPOSED 409,393 / 2500 X 2 = 328 LARGE SHRUBS REQUIRED / 328 LARGE SHRUBS PROPOSED BOULEVARD TREE REQUIREMENTS: BOULEVARD TREES SHALL BE PLANTED AT THE RATE OF (1) TREE PER EVERY (70) FT LF OF LOT FRONTAGE ·3,448 LF / 70 LF = 50 TREES REQUIRED / 50 TREES PROPOSED SCREENING REQUIREMENTS: BETWEEN RESIDENTIAL USES AND ARTERIAL OR COLLECTOR STREETS TREE REPLACEMENT REQUIREMENTS: ·85 TREES TO BE REMOVED. ·57 OUT OF 85 SIGNIFICANT TREES IN GOOD/FAIR CONDITION TO BE REPLACE / 57 TREES PROPOSED. NOTE: FOR QUANTITIES REFER TO THE SCHEDULE ON C5-10. FOR SPECIES LIST REFER TO SHEET C5-15 13 19 15 13 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 2 . 1 6 23 32 11 23 11 6 10 12 11 6 19 11 X X X X X X X X PROPOSED BUILDING FFE = 934.52 PROPOSED BUILDING FFE = 929.58 PR O P O S E D B U I L D I N G FF E = 93 0 . 0 8 U U FO FO U FO V V W I L K I N S O N L A K E B L V D CENTERVILLE RD Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 X X X X X X 11 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 100 Y R H W L = 920 . 4 8 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 4 . 0 1 WILK I N S O N W A Y I > > I I I I I I I I I I I I I I I I I I I I I I I I I > > > > > > > > > I I >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I I I I I I > > > > > > > > > > > >> 0 >> >> >> >> >> >> >> >> >> > > > > > > >> > > > >>> >> >> >> >> >> >> >> >> >> >> >> >> SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT TREES LT LARGE TREE (40' HEIGHT)2.5" CAL B & B MT MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL BOTANICAL / COMMON NAME ROOT SIZE SPACING SHRUB AREAS LARGE SHRUB (6' HEIGHT)5 GAL CONT 72" o.c. SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT 60" o.c. SYMBOL DESCRIPTION SEEDING BASIN SEED MIX FUTURE DEVELOPMENT SEED MIX MNDOT --- 25-151 HIGH MAINTENANCE TURF NATIVE PRAIRIE SEED MIX EDGER LANDSCAPE EDGING PLANT SCHEDULE FUTURE COMMERCIAL DEVELOPMENT SCHEDULE SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT TREES LT 46 LARGE TREE (40' HEIGHT)2.5" CAL B & B MT 25 MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST 9 SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL QTY BOTANICAL / COMMON NAME ROOT SIZE SHRUB AREAS 241 LARGE SHRUB (6' HEIGHT)5 GAL CONT 386 SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT SYMBOL QTY DESCRIPTION SEEDING 4,737 SF FUTURE DEVELOPMENT BASIN SEED MIX 82,97 SF FUTURE DEVELOPMENT SEED MIX 2,950 LF LANDSCAPE EDGING 30671 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 5 - L A N D . D W G S A V E D B Y : AL I N A . E L T A M I M I WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C5-12 PLANTING AND RESTORATION PLAN C5-12 PLANTING AND RESTORATION PLAN 300 30671 C5-12 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 NOTE: FOR QUANTITIES REFER TO THE SCHEDULE ON C5-10. FOR SPECIES LIST REFER TO SHEET C5-15 SYMBOL DESCRIPTION FUTURE DEVELOPMENT. OPEN AREA SF NOT COUNTED TOWARDS REQUIRED TREES FUTURE COMMERCIAL DEVELOPMENT LANDSCAPE REQUIREMENTS CANOPY COVER REQUIREMENTS: EQUATION: VEHICULAR HARDSCAPE (SF) X CANOPY COVER PERCENT = REQUIRED MINIMUM CANOPY COVER SQUARE FEET. ·95,230 x 0.4 = 38,093 ·LARGE TREES PROPOSED IN INTERIOR PARKING LOT ISLANDS: 25 X 950 SF = 23,750 ·MEDIUM TREES PROPOSED IN INTERIOR PARKING LOT ISLANDS: 7 X 500 SF =3,500 ·LARGE TREES PROPOSED WITHIN LESS THAN (7) FEET OF VEHICULAR HARDSCAPE: 16 X 600 SF = 9,600 ·MEDIUM TREES PROPOSED WITHIN LESS THAN (7) FEET OF VEHICULAR HARDSCAPE: 16 X 250 SF = 4,000 / TOTAL PROPOSED: 40,850 FOUNDATION PLANTING REQUIREMENTS: FOR EVERY 100 LF OF BUILDING 2 LARGE TREES OR 6 LARGE SHRUBS SHALL BE PROVIDED. ·3,323 LF / 100 X 2 = 65 LARGE TREES / 30 LARGE TREES AND 90 LARGE SHRUBS PROPOSED ·8,000 LF / 100 X 6 = 480 200 LARGE SHRUBS REQUIRED / 200 LARGE SHRUBS PROPOSED PEN AREA REQUIREMENTS: FOR EVERY 2500 SF PF OPEN AREA 1 LARGE TREES OR 2 LARGE SHRUBS SHALL BE PROVIDED. SMALLER LANDSCAPE MATERIAL MAY BE SUBSTITUTED AS FOLLOWS: 1 LARGE TREE = 1.5 MEDIUM SHRUBS OR 3 SMALL SHRUBS OR 2 SMALL TREES. ·94,969 / 2500 = 38 LARGE TREES REQUIRED / 38 LARGE TREES PROPOSED ·94,969 / 2500 X 2 = 76 LARGE SHRUBS REQUIRED / 76 LARGE SHRUBS PROPOSED SCREENING REQUIREMENTS: BETWEEN RESIDENTIAL USES AND ARTERIAL OR COLLECTOR STREETS U G U G U X AS H S T R E E T W W W W W W WWET WE T WET W E T WE T W E T WE T WET W E T WET W E T WE T WET WET WET W E T WE T W E T WE T WE T WE T WE T WET WET WET WET WET WE T WE T 30 ' W H I T E B E A R T O W N S H I P WA T E R A N D S E W E R E A S M E N T NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 8 W O O D S T R O M , J E R R Y A 15 9 1 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 1 SA G D A L E N A L A N D & N A T A L I E R 160 1 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 7 WILKINSON WAY 5 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L1 B1 TOWNHOUSE FFE = 916.6 L2 B1 TOWNHOUSE FFE = 918.9 L3 B1 TOWNHOUSE FFE = 921.7 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 PROPOSED RAIN 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 > > > > > >>>>>>> > >>>>>>>>>> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> I I I I I I I I I > > > > > > > > >>>>>>>>>>>>>>>>>> >> >> > > >> >> >> >> >> >> >> >> > > >> >> >> I IIIIIIIIIIIIIII I I II > I I I I I I I I I I I I I I I I I I I 0 1 1 0 1 1 SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT TREES LT LARGE TREE (40' HEIGHT)2.5" CAL B & B MT MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL BOTANICAL / COMMON NAME ROOT SIZE SPACING SHRUB AREAS LARGE SHRUB (6' HEIGHT)5 GAL CONT 72" o.c. SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT 60" o.c. SYMBOL DESCRIPTION SEEDING BASIN SEED MIX FUTURE DEVELOPMENT SEED MIX MNDOT --- 25-151 HIGH MAINTENANCE TURF NATIVE PRAIRIE SEED MIX EDGER LANDSCAPE EDGING PLANT SCHEDULE EXISTING ROW PROPOSED ROW PROPOSED TOWNHOME 30671 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 5 - L A N D . D W G S A V E D B Y : AL I N A . E L T A M I M I WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C5-13 PLANTING AND RESTORATION PLAN C5-13 PLANTING AND RESTORATION PLAN 300 30671 C5-13 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 NOTE: FOR QUANTITIES REFER TO THE SCHEDULE ON C5-10. FOR SPECIES LIST REFER TO SHEET C5-15 ASH STREET VEGETATIVE BUFFER SECTION ELEVATION SCALE = 1" - 20' ASH STREET VEGETATIVE BUFFER SECTION CUT 58'35' 13 19 15 13 PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 2 . 1 6 PROP O S E D B U I L D I N G FFE = 925 BENCHMARK HYDRANT TNFH = 919.06 W I L K I N S O N L A K E B L V D W W W W W W W W W W W W WET WET WET WET WET WE T WE T WET W E T 30 ' W H I T E B E A R T O W N S H I P WA T E R A N D S E W E R E A S M E N T AP P R O X . O R D I N A R Y HIG H W A T E R L E V E L 89 5 . 2 EM LS WILKINSON WAY 5 TOWNHOUSE L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PR O P O S E D RAI N G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 W PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 924 . 0 1 PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 I I I I I I I I I I I I I I I I I I I I > > > > > >>>>>>>>> > > > > > > > > I I >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I I I I I I I I I I I > > > > > > > > >> > > >> >> >> >> >> >> >> >> > > >> I IIIIIII > > > >>> >> >> >> >> >> >> >> >> I I SYMBOL CODE BOTANICAL / COMMON NAME SIZE ROOT TREES LT LARGE TREE (40' HEIGHT)2.5" CAL B & B MT MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL BOTANICAL / COMMON NAME ROOT SIZE SPACING SHRUB AREAS LARGE SHRUB (6' HEIGHT)5 GAL CONT 72" o.c. SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT 60" o.c. SYMBOL DESCRIPTION SEEDING BASIN SEED MIX FUTURE DEVELOPMENT SEED MIX MNDOT --- 25-151 HIGH MAINTENANCE TURF NATIVE PRAIRIE SEED MIX EDGER LANDSCAPE EDGING PLANT SCHEDULE FUTURE COMMERCIAL DEVELOPMENT SCHEDULE SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT TREES LT 46 LARGE TREE (40' HEIGHT)2.5" CAL B & B MT 25 MEDIUM TREE (18' - 30' HEIGHT)2" CAL B & B ST 9 SMALL TREE (18' HEIGHT AND UNDER)1.5" CAL B & B SYMBOL QTY BOTANICAL / COMMON NAME ROOT SIZE SHRUB AREAS 241 LARGE SHRUB (6' HEIGHT)5 GAL CONT 386 SMALL SHRUB (SHURBS, PERENNIALS, GRASSES & GROUNDCOVER)2 GAL CONT SYMBOL QTY DESCRIPTION SEEDING 4,737 SF FUTURE DEVELOPMENT BASIN SEED MIX 82,97 SF FUTURE DEVELOPMENT SEED MIX 2,950 LF LANDSCAPE EDGING 30671 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 5 - L A N D . D W G S A V E D B Y : AL I N A . E L T A M I M I WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C5-14 PLANTING AND RESTORATION PLAN C5-14 PLANTING AND RESTORATION PLAN 300 30671 C5-14 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 8' NOTE: FOR QUANTITIES REFER TO THE SCHEDULE ON C5-10. FOR SPECIES LIST REFER TO SHEET C5-15 SYMBOL DESCRIPTION FUTURE DEVELOPMENT. OPEN AREA SF NOT COUNTED TOWARDS REQUIRED TREES 30671 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 C 5 - L A N D . D W G S A V E D B Y : AL I N A . E L T A M I M I WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 C5-15 PLANTING NOTES AND DETAILS C5-15 PLANTING NOTES AND DETAILS 300 30671 C5-15 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 DECIDUOUS TREE PLANTING NTS PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90° FINISH GRADE STAKING DIAGRAM DO NOT CUT PRIMARY LEADER. ALL TREES SHALL HAVE A STRONG (CENTRAL) DOMINATE LEADER TREES 8'+TREES 6'-8' SET ROOT FLARE 3" ABOVE FINISH GRADE BACKFILL PLANTING PIT WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND TWICE THE DIAMETER OF THE ROOTBALL. PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREE IS PLUMB 3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN HARDWOOD STAKES 2"x2"x8' LONG - INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT 1 1/2" WIDE NYLON STRAPPING AROUND TRUNK - GREEN OR BROWN COLOR CUT AND REMOVE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARRING ROOTS. ANY ROOTS THAT ARE SCARRED OR BROKEN DURING PLANTING SHALL BE PRUNED 90° ROOTBALL DIA 2X ROOTBALL DIA EVERGREEN TREE PLANTING NTS DO NOT CUT PRIMARY LEADER. ALL TREES SHALL HAVE A STRONG (CENTRAL) DOMINATE LEADER FINISH GRADE TREES 8'+TREES 6'-8' HARDWOOD STAKES 2"X2"X8' LENGTH - INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT STAKING DIAGRAM, NO STAKING TREES UNDER 6' ROOTBALL DIA 2X ROOTBALL DIA TIE NYLON STRAP AROUND TRUNK AS SHOWN CUT AND REMOVE, AT A MINIMUM, THE TOP HALF OF WIRE BASKETS, BURLAP, AND TWINE, AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARRING ROOTS. ANY ROOTS THAT ARE SCARRED OR BROKEN DURING PLANTING SHALL BE PRUNED AT 90°. BACKFILL PLANTING PIT WITH NATIVE SOIL. EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND TWICE THE DIAMETER OF THE ROOTBALL. PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREE IS PLUMB 3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING SET ROOT FLARE 3" ABOVE FINISH GRADE 1/2" WIDE NYLON STRAPPING - GREEN OR BROWN COLOR SHRUB PLANTING NTS ROOTBALL DIA 2X CONTAINER DIA 2X ROOTBALL DIA CONTAINER DIA EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL OR CONTAINER MINUS 3" AND A MIN TWICE THE DIAMETER OF THE ROOTBALL OR CONTAINER. PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB. 3" LAYER OF SHREDDED HARDWOOD MULCH BACKFILL PLANTING PIT WITH NATIVE SOIL. EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL SHRUBS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS 3" ABOVE FINISH GRADE CUT AND REMOVE, AT A MINIMUM, THE TOP HALF OF WIRE BASKETS, BURLAP, AND TWINE, AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARRING ROOTS. ANY ROOTS THAT ARE SCARRED OR BROKEN DURING PLANTING SHALL BE PRUNED AT 90°. SCARIFY ROOTS FOR ALL CONTAINER PLANTS 5 GALLON OR SMALLER PERENNIAL PLANTING NTS EDGE OF PLANTING BED / GROUND COVER AREA INSTALL PLANTS PER PLANS AND PLANT LIST SPACING - ALL PLANTS SHALL BE EQUALLY SPACED TO ACHIEVE A SYMMETRICAL LAYOUT FOR BOTH TRIANGULAR AND LINEAR PLANTING SCHEMES 1/2 SPECIFIED PLANT SPACING SY M M E T R I C A L SP A C I N G TILL ALL PLANT BEDS TO A MINIMUM DEPTH OF 6" AND BACKFILL PER SPECIFICATIONS, WHEN PROVIDED - IN AREAS WITH HEAVY CLAY OR ROCKY SOILS AMEND WITH AMENDED PLANTING SOIL FROM A LOCAL SOURCE. PLACE CONTAINER ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB CUT AND REMOVE THE ENTIRE CONTAINER AND SCARIFY ROOTS FOR ALL CONTAINERIZED PLANTS 5 GALLONS AND LESS 3" LAYER OF SHREDDED HARDWOOD MULCH PERENNIALS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE PLAN SECTION FINISH GRADE LANDSCAPE EDGING NTS UNDISTURBED SUBGRADE LANDSCAPE EDGING SHREDDED HARDWOOD MULCH AMENDED SOIL FINISH GRADE @ LAWN 1/ 2 " LANDSCAPE EDGING: 3/16"x4" WITH 3/16"x1'-4" LENGTH STAKES @ 2'-6" OC MATERIAL: STEEL FINISH:BLACK PAINT 1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE, FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. 3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 4.REFER TO PLANTING DETAILS FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. 5.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 6.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 7.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 8.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. 9.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO ANSI Z60.1. 10.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED BY THE CONTRACTOR FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. 11.ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TO HAVE A STRONG CENTRAL LEADER SHALL BE REJECTED. 12.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO CONSTRUCTION OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 13.PROVIDE SHREDDED HARDWOOD MULCH SURROUNDING ALL PROPOSED TREES (5' Ø) AND WITHIN PLANTING BEDS TO A 3" MINIMUM DEPTH AS SHOWN IN TREE PLANTING DETAIL. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. REFER TO PLANS FOR ADDITIONAL DETAILS. REFER TO STORMWATER DETAILS FOR BASIN CONSTRUCTION AND MULCH APPLICATION. 14.MULCHING MATERIAL SHALL BE SHREDDED HARDWOOD MULCH, WITH NO INDIVIDUAL PIECES LARGER THAN 3", FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS, 3" MINIMUM DEPTH. MINIMUM DEPTHS AT LOCATIONS INDICATED ON DRAWINGS. 15.CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 16.INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE CONTRACTOR. 17.ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES. PLANTING NOTES PLANT SPECIES LIST LARGE TREES BOTANICAL NAME COMMON NAME ACER SACCHARUM 'GREEN MOUNTAIN'GREEN MOUNTAIN MAPLE ACER SACCHARUM 'JEFCAN'UNITY SUGAR MAPLE QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK QUERCUS BICOLOR SWAMP WHITE OAK QUERCUS MACROCARPA BUR OAK GYMNOCLADUS DIOICUS 'ESPRESSO-JFS'ESPRESSO KENTUCKY COFFEE TREE GLEDITSIA TRIACANTHOS F. INERMIS 'SKYCOLE'SKYLINE HONEYLOCUST TILIA CORDATA 'PNI 6025' GREENSPIRE'GREENSPIRE LINDEN PINUS STORBUS EASTERN WHITE PINE PICEA GLAUCA VAR. DENSATA BLACK HILLS SPRUCE ABIES BALSAMEA BALSAM FIR MEDIUM TREES PHELLODENDRON AMURENSE AMUR CORKTREE ACER SACCHARUM 'BARRETT COLE'APOLLO MAPLE QUERCUS ROBUR X BICOLOR 'NADLER'KINDRED SPIRIT OAK AESCULUS GLABRA OHIO BUCKEYE SMALL TREE TREES PRUNUS MAACKII AMUR CHOCKECHERRY MALUS X ADSTRINGENS 'DURLEO' PP20,167 GLADIATOR CRABAPPLE MALUS 'SPRING SNOW'SPRING SNOW CRABAPPLE CARPINUS CAROLINIANA AMERICAN HORNBEAM LARGE SHRUBS JUNIPERUS X PFITZERIANA ' SEA GREEN'SEA GREEN JUNIPER SPIRAEA BETULIFOLIA 'TOR'WHITE FROST BIRCHLEAF SPIREA SPIRAEA PRUNIFOLIA BRIDAL WREATH SPIREA CORNUS SERICEA L. SPP.RED OISER DOGWOOD ARONIA MELANOCARPA BLACK CHOKEBERRY RHUS GLABRA SMOOTH SUMAC PHYSOCARPUS OPULIFOLIUS 'CENTER GLOW'CENTER GLOW NINEBARK VIBURNUM 'EMERALD TRIUMPH'EMERALD TRIUMPH VIBURNUM SMALL SHRUBS ABIES BALSAMEA 'NANA'DWARF BALSAM FIR ECHINACEA PURPUREA CONEFLOWER NEPETA X FAASSENII 'NOVANEPJUN'WALKER'S LOW CATMINT PANICUM VERGATUM 'SHENANDOAH'SEHNANDOAH SWITCHGRASS RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC DIERVILLA SESSILIFOLIA 'LPDC PODARAS'COOL SPLASH DWARF HONEYSUCKLE RUDBECKIA HIRTA BLACK-EYED SUSAN SESLERIA AUTUMNALIS AUTUMN MOOR GRASS SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED SCHIZACHYRIUM SCOPARIUM ' CAROUSEL'PRAIRIE DROPSEED ACHILLEA MILLEFOLIUM COMMON YARROW CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS MONARDA DIDYMA BEE BALM IRIS SIBIRICA ' CONTRAST IN STYLES'CONTRAST IN STYLES IRIS ALLIUM X 'MILLENIUM'MILLENIUM ORNAMENTAL ONION HEMEROCALLIS SPP DAYLILIES 1.IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ALL EXISTING UTILITIES AND STRUCTURES. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR UTILITIES. DAMAGE DONE TO UTILITIES, STRUCTURES, OR OTHER FINISHED WORK SHALL BE REPAIRED OR REPLACED AT THE IRRIGATION CONTRACTORS EXPENSE. 2.IRRIGATION CONTRACTOR TO FIELD ADJUST DRIP LINE LOCATIONS SO AS TO AVOID CONFLICTS WITH TREES, SITE FURNITURE, AND UTILITIES. 3.INSTALL PVC SCHEDULE 40 PIPE SLEEVES UNDER HARDSCAPE AT ALL POINTS WHERE IRRIGATION MAIN LINE AND LATERALS ARE LOCATED. 4.INSTALL ALL MAINLINES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS OR AS INDICATED ON PLANS OF MAINLINE SYSTEM. 5.THE CONTRACTOR SHALL PLACE A #12 SOLID COPPER TRACE WIRE WITH PURPLE PE COVER FOR WATER ALONG ALL PVC MAINLINE. THIS INCLUDES ALL PVC MAINLINE CONNECTING QUICK COUPLER VALVES. 6.THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO INSURE THE POINT OF CONNECTION IS PROVIDED PER PLANS. 7.INSTALL A BACKFLOW PREVENTER AND ENCLOSURE AT THE POINT OF CONNECTION. INSTALL PER MANUFACTURE'S SPECIFICATIONS. COORDINATE WITH THE CITY OF -- HOLLAND TO ENSURE THE POINT OF CONNECTION MEETS ALL CODES. 8.IRRIGATION CONTRACTOR SHALL INSTALL DRIP IRRIGATION SYSTEM FOR ALL PLANTING AREAS. CONTRACTOR TO SUBMIT IRRIGATION PLAN AND PRODUCT INFORMATION TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 9.CONTRACTOR TO INSTALL NEW TORO CUSTOM COMMAND SERIES / HUNTER ACC-D / RAIN BIRD ESP-LXIVM CONTROLLER WITH STAINLESS STEEL PEDESTAL MOUNT. SOURCE IRRIGATION CONTROLLER, RAIN / FREEZE SENSOR, QUICK COUPLERS, AND CONTROL VALVES FROM ONEMANUFACTURER. CONTRACTOR TO VERIFY 110V UNINTERRUPTED ELECTRICAL SERVICE FOR THE CONTROLLER. CONTRACTOR TO INSTALL CONTROLLER PER MANUFACTURER'S SPECIFICATIONS. 10.INSTALL VALVE BOX LOCATIONS IN PLANTING AREAS, PARALLEL TO AND SET BACK FROM PAVEMENT EDGES AS INDICATED ON THE PLANS. 11.PROTECT AT ALL TIMES THE WORK FROM DAMAGE AND THEFT. REPLACE ALL DAMAGED OR STOLEN PARTS AT CONTRACTOR'S EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE CLIENT. 12.TIE IN NEW IRRIGATIONS ZONES WITH EXISTING MASTER METER AND BACKFLOW PREVENTOR. CONTRANTOR TO CONFIRM ADDITIONAL IRRIGATION IMPROVEMENTS WORK WITH EXISTING IRRIGATION EQUIPMENT. IRRIGATION NOTES FO U UFO MB UU U G U V CENTERVILLE RD AS H S T R E E T NO R T H O A K S F A R M S I N C 35 - 3 1 - 2 2 - 3 3 - 0 0 0 2 CO U N T Y O F A N O K A 61 0 1 C E N T E R V I L L E R D 35 - 3 1 - 2 2 - 3 2 - 0 0 0 4 BIR C H E R A L E C 161 3 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 8 35-3 1 - 2 2 - 3 2 - 0 0 0 5 13 4 9 1410 1413 6 10 14 9 13 5 9 5 13 14 WILKINSON WAY ' BUILDING SETBACK40 ' PARKING SETBACK15 ' BUILDING SETBACK30 X X X X X X X X X X 5 11 X X X X X X X X X X X X BUILDING A FFE = 934 LFE = 923 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 CLU B H O U S E FFE = 927 ' B U I L D I N G S E T B A C K 40 ' BUILDING SETBACK30 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 10 0 Y R H W L = 920 . 4 8 PROPOSED RAIN GARDEN 5 100 YR HWL = 926.87 PRO P O S E D RA I N G A R D E N 2 100 Y R H W L = 92 4 . 0 1 1.47 m p h Fas t e s t L i n e E n t r y S p e e d t o o l a r g e Sou t h L e g ( S o u t h ) Wes t L e g ( W e s t ) Nor t h L e g ( N o r t h ) Ash / C e n t e r v i l l e R o u n d a b o u t Z Z Z2 Z2 Y Y Y Z3 Z3 R R1 R R1 R1 R1 R1 R R RR1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R2 R2 R R1 R1 R1 R1 R1 R1 R1 R1 R1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 3 0. 4 0. 4 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 3 0. 3 0. 4 0. 5 0. 6 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 3 0. 3 0. 4 0. 4 0. 4 0. 5 0. 7 0. 7 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 6 0. 7 0. 7 0. 7 0. 7 0. 9 0. 8 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 7 1. 0 1. 1 1. 2 1. 1 0. 9 1. 1 0. 9 0. 0 0. 0 0. 1 0. 1 0. 2 0. 3 0. 4 0. 7 1. 0 1. 3 1. 5 1. 7 1. 9 2. 3 1. 9 0. 7 0. 0 0. 0 0. 1 0. 1 0. 2 0. 2 0. 3 0. 5 0. 9 1. 3 1. 6 1. 6 1. 7 2. 0 2. 4 2. 0 0. 5 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 3 0. 4 0. 6 1. 0 1. 6 1. 8 1. 5 1. 4 1. 2 1. 7 1. 3 0. 4 0. 2 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 3 0. 4 0. 5 0. 6 1. 0 1. 9 2. 0 1. 3 1. 0 1. 0 1. 1 0. 9 0. 4 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 4 0. 6 0. 9 1. 4 2. 4 2. 4 1. 2 1. 1 1. 1 1. 0 0. 8 0. 6 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 7 1. 2 1. 9 2. 0 1. 2 1. 0 1. 0 0. 9 0. 8 0. 5 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 4 0. 5 0. 3 0. 5 0. 5 0. 8 0. 9 0. 9 0. 9 0. 7 0. 5 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 3 0. 4 0. 3 0. 3 0. 2 0. 2 0. 2 0. 1 0. 2 0. 2 0. 3 0. 6 0. 9 1. 0 0. 8 0. 5 0. 3 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 3 0. 5 0. 7 0. 6 0. 5 0. 4 0. 2 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 1. 1 1. 2 0. 7 0. 6 0. 4 0. 3 0. 2 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 7 0. 5 0. 9 1. 0 1. 0 0. 8 0. 6 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 3 1. 2 1. 5 0. 8 0. 7 0. 6 0. 5 0. 4 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 9 1. 2 1. 4 1. 4 1. 4 1. 1 0. 6 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 3 0. 9 1. 5 1. 2 1. 0 0. 8 0. 7 0. 5 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 6 1. 4 1. 5 1. 1 1. 2 1. 4 0. 6 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 5 1. 0 1. 0 0. 9 0. 7 0. 5 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 5 1. 3 1. 5 1. 2 1. 3 1. 6 0. 9 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 9 1. 1 1. 0 0. 7 0. 5 0. 4 0. 4 0. 4 0. 5 0. 4 0. 2 0. 2 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 4 1. 0 1. 3 1. 5 1. 4 1. 3 1. 0 0. 7 0. 5 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 8 1. 3 0. 8 0. 6 0. 5 0. 5 0. 5 0. 7 0. 9 1. 0 0. 9 0. 5 0. 4 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 4 0. 7 0. 9 1. 0 0. 9 0. 6 1. 1 1. 6 1. 1 0. 8 0. 6 0. 3 0. 2 0. 1 0. 1 0. 2 1. 1 1. 3 0. 9 0. 7 0. 6 0. 5 0. 8 1. 2 1. 5 1. 4 1. 3 1. 3 1. 1 0. 6 0. 3 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 3 0. 5 0. 7 0. 7 0. 5 0. 3 0. 2 0. 3 1. 2 1. 3 1. 3 1. 0 0. 8 0. 5 0. 4 0. 3 0. 7 1. 5 1. 1 0. 9 0. 7 0. 8 1. 6 1. 9 1. 8 1. 4 1. 2 1. 3 1. 3 1. 3 0. 6 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 6 0. 5 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 4 1. 2 1. 6 1. 3 1. 2 0. 7 0. 6 0. 5 0. 8 0. 8 1. 2 2. 0 2. 7 2. 5 1. 6 1. 0 1. 1 1. 3 1. 3 1. 3 1. 2 0. 9 0. 7 0. 6 0. 4 0. 4 0. 4 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 1 0. 1 0. 5 1. 2 1. 6 1. 3 1. 0 0. 9 1. 2 1. 9 3. 0 3. 1 1. 8 0. 5 0. 5 0. 9 1. 4 1. 6 1. 4 1. 3 1. 3 1. 1 1. 0 1. 1 1. 2 0. 7 0. 4 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 7 1. 0 0. 9 1. 3 2. 0 2. 3 1. 1 0. 4 0. 2 0. 3 0. 8 1. 5 2. 0 2. 0 1. 4 1. 2 1. 1 1. 0 1. 0 1. 2 1. 2 1. 0 0. 5 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 3 0. 6 0. 9 1. 0 0. 6 0. 4 0. 2 0. 1 0. 1 0. 3 1. 2 2. 5 3. 0 2. 2 1. 3 0. 9 0. 8 0. 9 0. 9 1. 0 1. 0 0. 8 0. 5 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 4 0. 4 0. 4 0. 5 0. 4 0. 1 0. 1 0. 1 0. 1 0. 3 1. 7 3. 1 3. 0 1. 9 1. 1 0. 6 0. 6 0. 7 0. 7 0. 7 0. 7 0. 6 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 2 0. 3 0. 6 0. 8 0. 5 0. 1 0. 1 0. 1 0. 1 0. 2 0. 4 1. 3 2. 4 1. 9 1. 2 0. 7 0. 5 0. 4 0. 4 0. 5 0. 6 0. 5 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 2 0. 4 0. 9 1. 3 0. 9 0. 2 0. 1 0. 0 0. 0 0. 1 0. 2 0. 3 0. 6 1. 1 1. 0 0. 7 0. 5 0. 4 0. 2 0. 3 0. 4 0. 3 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 4 0. 5 1. 3 2. 0 1. 4 0. 2 0. 1 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 3 0. 5 0. 6 0. 6 0. 5 0. 2 0. 2 0. 2 0. 2 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 5 0. 6 0. 6 1. 6 2. 8 1. 9 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 5 0. 8 0. 9 0. 5 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 4 0. 8 0. 8 0. 7 1. 8 3. 2 2. 0 0. 4 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 3 0. 9 1. 5 1. 4 0. 3 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 7 1. 0 0. 8 0. 8 1. 6 2. 6 1. 6 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 8 1. 8 2. 6 1. 1 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 4 1. 1 1. 1 0. 9 0. 9 1. 4 1. 8 1. 0 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 4 1. 5 3. 0 2. 3 0. 4 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 6 1. 3 1. 1 1. 0 0. 9 1. 1 1. 2 0. 6 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 9 2. 3 2. 6 0. 9 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 7 1. 2 1. 1 1. 0 1. 0 1. 0 0. 8 0. 4 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 4 1. 4 1. 9 1. 3 0. 3 0. 3 0. 2 0. 1 0. 2 0. 3 0. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 7 1. 0 0. 9 1. 0 1. 2 1. 3 0. 9 0. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 8 1. 3 1. 2 0. 7 0. 6 0. 7 0. 8 0. 7 0. 6 0. 5 0. 3 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 7 0. 9 0. 8 0. 7 1. 3 1. 8 1. 4 0. 5 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 5 0. 9 1. 0 0. 8 0. 8 0. 9 1. 0 1. 1 1. 4 1. 2 0. 6 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 5 0. 7 0. 7 0. 5 0. 9 2. 4 2. 4 1. 3 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 4 0. 7 0. 9 0. 9 0. 9 0. 9 0. 9 1. 0 1. 2 1. 2 1. 1 0. 8 0. 5 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 4 0. 5 0. 5 0. 4 0. 4 1. 9 3. 1 2. 1 0. 9 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 3 0. 6 0. 9 0. 9 0. 9 1. 0 1. 0 1. 0 1. 1 1. 0 1. 0 1. 0 0. 8 0. 6 0. 4 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 3 0. 3 0. 3 0. 3 0. 5 2. 3 2. 3 1. 3 0. 5 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 3 0. 5 0. 8 0. 9 1. 0 1. 0 1. 0 1. 0 1. 0 1. 0 1. 1 1. 1 1. 0 0. 8 0. 6 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 6 1. 5 1. 2 0. 7 0. 3 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 6 0. 9 1. 1 1. 2 1. 2 1. 1 1. 0 1. 0 1. 0 1. 0 1. 1 1. 0 0. 7 0. 4 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 6 0. 8 0. 6 0. 4 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 7 1. 3 1. 3 1. 1 1. 0 1. 0 0. 9 0. 9 1. 0 1. 0 0. 9 0. 4 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 0 0. 0 0. 1 0. 1 0. 4 0. 5 0. 4 0. 3 0. 2 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 3 0. 5 0. 5 0. 5 0. 7 0. 8 0. 8 0. 9 1. 0 1. 1 1. 0 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 3 0. 5 0. 5 0. 5 0. 4 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 2 0. 2 0. 2 0. 4 0. 5 0. 6 0. 9 1. 0 1. 2 1. 0 0. 3 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 6 0. 7 0. 7 0. 7 0. 5 0. 4 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 4 0. 7 0. 7 0. 8 1. 0 1. 1 1. 3 0. 9 0. 4 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 5 0. 9 0. 9 0. 9 0. 9 0. 7 0. 5 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 7 0. 9 0. 9 1. 0 1. 1 1. 2 1. 3 0. 6 0. 4 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 4 1. 0 1. 0 0. 9 0. 9 0. 9 0. 9 0. 6 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 4 1. 1 1. 1 1. 0 1. 1 1. 1 1. 2 1. 0 0. 4 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 4 0. 6 1. 3 1. 1 1. 0 1. 0 1. 0 1. 0 0. 7 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 4 0. 9 1. 3 1. 2 1. 2 1. 2 1. 2 1. 1 0. 6 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 4 1. 0 1. 3 1. 1 1. 1 1. 1 1. 1 1. 1 0. 5 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 5 1. 4 1. 4 1. 3 1. 3 1. 3 1. 2 0. 9 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 1. 1 1. 2 1. 1 1. 1 1. 1 1. 2 1. 3 0. 5 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 5 1. 4 1. 3 1. 3 1. 3 1. 3 1. 1 0. 6 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 4 1. 1 1. 2 1. 1 1. 1 1. 1 1. 3 1. 1 0. 5 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 7 1. 3 1. 3 1. 3 1. 2 1. 2 1. 1 0. 4 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 6 1. 1 1. 2 1. 2 1. 2 1. 2 1. 2 0. 5 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 1. 0 1. 4 1. 3 1. 3 1. 2 1. 2 1. 1 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 8 1. 2 1. 4 1. 4 1. 3 1. 2 0. 8 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 5 1. 2 1. 4 1. 4 1. 4 1. 2 1. 3 1. 0 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 5 1. 1 1. 3 1. 4 1. 5 1. 3 1. 0 0. 5 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 9 1. 3 1. 3 1. 3 1. 3 1. 2 1. 4 0. 7 0. 4 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 3 0. 9 1. 2 1. 2 1. 3 1. 3 1. 2 0. 8 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 5 1. 3 1. 2 1. 2 1. 2 1. 1 1. 2 1. 2 0. 5 0. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 4 0. 6 1. 3 1. 2 1. 1 1. 1 1. 2 1. 1 0. 7 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 4 0. 9 1. 3 1. 2 1. 2 1. 0 1. 0 1. 0 0. 7 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 5 1. 1 1. 3 1. 1 1. 1 1. 1 1. 1 1. 1 0. 6 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 4 1. 1 1. 3 1. 1 1. 1 1. 0 0. 9 0. 8 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 4 1. 2 1. 2 1. 1 1. 1 1. 1 1. 2 1. 3 0. 5 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 1. 1 1. 1 1. 1 0. 9 0. 8 0. 7 0. 5 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 4 1. 1 1. 1 1. 0 1. 0 1. 1 1. 3 1. 4 0. 5 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 4 1. 0 1. 1 1. 0 0. 8 0. 7 0. 5 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 5 0. 9 1. 0 1. 0 1. 0 1. 0 1. 2 0. 9 0. 4 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 5 1. 0 1. 0 1. 0 0. 9 0. 7 0. 5 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 5 0. 9 1. 0 1. 0 1. 0 1. 0 1. 0 0. 4 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 7 0. 9 1. 0 1. 0 0. 9 0. 8 0. 5 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 5 0. 9 1. 0 1. 0 1. 0 0. 9 0. 7 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 5 0. 9 1. 0 1. 0 1. 0 1. 0 0. 9 0. 6 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 7 1. 0 1. 0 0. 9 0. 8 0. 6 0. 3 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 8 1. 0 1. 0 1. 0 1. 0 1. 0 1. 0 0. 5 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 4 1. 0 1. 0 1. 0 0. 8 0. 6 0. 4 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 5 1. 1 1. 0 1. 0 1. 0 1. 1 1. 2 1. 1 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 4 0. 8 1. 2 1. 1 0. 9 0. 6 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 5 1. 1 1. 2 1. 1 1. 0 1. 0 1. 1 1. 3 1. 0 0. 4 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 7 1. 4 1. 3 1. 2 0. 9 0. 7 0. 5 0. 3 0. 3 0. 3 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 1 0. 1 0. 2 0. 5 1. 4 1. 3 1. 1 1. 1 1. 0 1. 2 1. 3 0. 6 0. 4 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 4 0. 9 1. 6 1. 4 1. 3 1. 1 1. 0 1. 1 1. 0 0. 9 0. 7 0. 6 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 4 1. 2 1. 2 1. 2 1. 1 1. 1 1. 1 0. 8 0. 3 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 5 1. 3 1. 5 1. 4 1. 3 1. 1 1. 2 1. 2 1. 3 1. 5 1. 7 1. 4 0. 8 0. 5 0. 3 0. 2 0. 2 0. 2 0. 2 0. 1 0. 2 0. 5 1. 0 1. 1 1. 2 1. 1 1. 0 0. 9 0. 3 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 7 1. 5 1. 5 1. 3 1. 1 1. 1 1. 2 1. 2 1. 3 1. 5 1. 7 1. 7 1. 7 1. 5 1. 2 0. 9 0. 6 0. 5 0. 5 0. 3 0. 2 0. 6 0. 9 1. 0 1. 1 1. 0 0. 9 0. 6 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 4 1. 1 1. 6 1. 5 1. 2 0. 9 0. 9 1. 1 1. 1 1. 3 1. 6 1. 7 1. 8 1. 9 2. 0 1. 8 1. 6 1. 5 1. 5 0. 8 0. 4 0. 3 0. 5 0. 8 1. 0 1. 1 1. 0 0. 8 0. 4 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 7 1. 3 1. 5 1. 4 1. 1 0. 8 0. 8 1. 0 1. 2 1. 3 1. 5 1. 7 1. 9 2. 0 2. 1 1. 9 1. 7 1. 6 1. 6 1. 5 1. 1 0. 7 0. 5 0. 6 0. 8 1. 0 1. 0 0. 8 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 5 1. 2 1. 4 1. 3 1. 1 0. 9 0. 8 0. 9 1. 1 1. 4 1. 7 1. 9 1. 8 1. 8 2. 0 2. 0 1. 9 1. 8 1. 7 1. 5 1. 4 1. 3 1. 1 0. 9 0. 7 0. 8 0. 9 1. 0 0. 8 0. 3 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 4 0. 7 1. 5 1. 4 1. 2 0. 9 0. 7 0. 8 0. 9 1. 3 1. 8 2. 5 2. 5 2. 1 1. 8 1. 9 1. 9 1. 8 1. 7 1. 6 1. 5 1. 3 1. 3 1. 2 1. 0 0. 8 0. 9 1. 0 1. 1 0. 9 0. 2 0. 1 0. 1 0. 2 0. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 4 0. 9 1. 5 1. 3 1. 2 0. 8 0. 7 0. 8 1. 0 1. 4 2. 0 2. 7 2. 7 2. 3 1. 9 1. 8 1. 9 2. 0 2. 0 1. 6 1. 3 1. 2 1. 2 1. 1 0. 9 0. 8 1. 1 1. 1 1. 2 0. 8 0. 3 0. 1 0. 1 0. 2 0. 4 0. 5 0. 5 0. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 3 1. 0 1. 4 1. 4 1. 2 0. 9 0. 9 0. 9 1. 0 1. 2 1. 7 2. 3 2. 4 2. 1 1. 9 1. 9 2. 1 2. 6 2. 5 1. 9 1. 4 1. 1 1. 0 0. 9 0. 8 0. 9 1. 1 1. 2 1. 4 0. 6 0. 3 0. 2 0. 2 0. 3 0. 6 0. 7 0. 6 0. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 1. 0 1. 3 1. 4 1. 3 1. 1 1. 1 1. 1 1. 0 1. 1 1. 4 1. 7 1. 8 1. 8 1. 8 1. 9 2. 2 2. 7 2. 7 2. 1 1. 4 1. 0 0. 8 0. 7 0. 7 0. 8 1. 0 1. 2 1. 2 0. 5 0. 3 0. 2 0. 2 0. 4 0. 7 0. 8 0. 7 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 8 1. 1 1. 4 1. 3 1. 2 1. 2 1. 3 1. 2 1. 2 1. 4 1. 5 1. 6 1. 7 1. 7 1. 7 1. 9 2. 3 2. 3 1. 8 1. 3 0. 9 0. 7 0. 6 0. 7 0. 8 1. 0 1. 0 0. 6 0. 3 0. 2 0. 2 0. 3 0. 6 0. 8 1. 0 0. 7 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 5 0. 7 1. 0 1. 2 1. 3 1. 4 1. 4 1. 3 1. 3 1. 4 1. 5 1. 6 1. 7 1. 7 1. 5 1. 5 1. 6 1. 5 1. 3 1. 1 0. 8 0. 6 0. 6 0. 7 0. 8 0. 9 0. 7 0. 2 0. 2 0. 1 0. 2 0. 4 0. 8 1. 0 1. 2 0. 5 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 4 0. 4 0. 4 0. 5 0. 9 1. 4 1. 4 1. 3 1. 3 1. 3 1. 4 1. 5 1. 6 1. 6 1. 5 1. 4 1. 3 1. 1 1. 0 0. 9 0. 7 0. 6 0. 5 0. 5 0. 6 0. 6 0. 4 0. 1 0. 1 0. 2 0. 3 0. 6 0. 8 1. 1 1. 4 0. 5 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 3 0. 4 0. 6 0. 7 0. 9 0. 9 1. 0 1. 0 1. 2 1. 4 1. 5 1. 4 1. 4 1. 3 1. 1 1. 0 0. 9 0. 7 0. 6 0. 5 0. 4 0. 4 0. 4 0. 2 0. 2 0. 2 0. 2 0. 4 0. 6 0. 9 1. 1 0. 8 0. 4 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 3 0. 2 0. 2 0. 3 0. 5 0. 7 1. 1 1. 3 1. 4 1. 4 1. 3 1. 2 1. 0 1. 0 0. 8 0. 6 0. 5 0. 4 0. 5 0. 5 0. 4 0. 3 0. 2 0. 3 0. 5 0. 7 0. 9 0. 9 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 4 0. 9 1. 4 1. 5 1. 3 1. 2 1. 1 1. 0 0. 8 0. 6 0. 5 0. 8 1. 0 1. 0 0. 7 0. 4 0. 3 0. 3 0. 5 0. 7 0. 7 0. 5 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 4 0. 6 0. 9 1. 2 1. 1 1. 0 0. 9 0. 9 1. 0 1. 6 2. 0 2. 0 1. 5 0. 9 0. 4 0. 2 0. 3 0. 4 0. 5 0. 4 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 4 0. 4 0. 3 0. 4 0. 7 0. 9 1. 3 1. 9 2. 8 3. 2 2. 5 1. 1 0. 4 0. 2 0. 1 0. 2 0. 2 0. 3 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 2 0. 3 0. 3 0. 2 0. 3 0. 4 0. 8 1. 3 2. 0 2. 5 1. 8 0. 6 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 8 0. 6 0. 4 0. 5 0. 4 0. 3 0. 2 0. 4 0. 6 0. 8 0. 8 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 1. 0 1. 0 1. 2 1. 2 0. 7 0. 3 0. 2 0. 2 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 7 0. 8 0. 9 1. 1 1. 2 1. 2 0. 9 0. 5 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 4 0. 5 0. 7 0. 8 0. 9 0. 9 0. 9 0. 8 0. 4 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 2 0. 3 0. 5 0. 6 0. 7 0. 7 0. 7 0. 5 0. 3 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 3 0. 4 0. 5 0. 5 0. 4 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 3 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 2 0. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 6 0. 3 0. 1 0. 3 0. 2 0. 2 0. 2 0. 2 0. 2 0. 1 0. 1 0. 0 0. 1 0. 0 0. 1 0. 0 0. 1 0. 1 0. 0 30671 E1-PHOTOMETRIC DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 E 1 - P H O T O M E T R I C . D W G S A V E D B Y : TJ . W E L L S WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 E1-01 PHOTOMETRIC PLAN E1-01 PHOTOMETRIC PLAN 300 30671 E1-01 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 FOOTCANDLE LEGEND 1.00 FOOTCANDLE LINE 2.00 FOOTCANDLE LINE U U FO FO U FO V V W I L K I N S O N L A K E B L V D CENTERVILLE RD Ea s e m e n t pe r D o c . N o . 2 5 2 0 8 7 ' PARKING SETBACK15 ' BUIL D I N G S E T B A C K 30 ' BUILDING SETBACK40 X X X X X X 11 ' BU I L D I N G S E T B A C K 30 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PRO P O S E D RA I N G A R D E N 3 100 Y R H W L = 920 . 4 8 PRO P O S E D RAI N G A R D E N 2 10 0 Y R H W L = 92 4 . 0 1 WILK I N S O N W A Y Z2 Z2 Z3 Z3 R1 R1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 3 0. 4 0. 4 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 3 0. 3 0. 4 0. 5 0. 6 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 3 0. 3 0. 4 0. 4 0. 4 0. 5 0. 7 0. 7 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 6 0. 7 0. 7 0. 7 0. 7 0. 9 0. 8 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 7 1. 0 1. 1 1. 2 1. 1 0. 9 1. 1 0. 9 0. 0 0. 0 0. 1 0. 1 0. 2 0. 3 0. 4 0. 7 1. 0 1. 3 1. 5 1. 7 1. 9 2. 3 1. 9 0. 7 0. 0 0. 0 0. 1 0. 1 0. 2 0. 2 0. 3 0. 5 0. 9 1. 3 1. 6 1. 6 1. 7 2. 0 2. 4 2. 0 0. 5 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 3 0. 4 0. 6 1. 0 1. 6 1. 8 1. 5 1. 4 1. 2 1. 7 1. 3 0. 4 0. 2 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 3 0. 4 0. 5 0. 6 1. 0 1. 9 2. 0 1. 3 1. 0 1. 0 1. 1 0. 9 0. 4 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 4 0. 6 0. 9 1. 4 2. 4 2. 4 1. 2 1. 1 1. 1 1. 0 0. 8 0. 6 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 7 1. 2 1. 9 2. 0 1. 2 1. 0 1. 0 0. 9 0. 8 0. 5 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 4 0. 5 0. 3 0. 5 0. 5 0. 8 0. 9 0. 9 0. 9 0. 7 0. 5 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 3 0. 4 0. 3 0. 3 0. 2 0. 2 0. 2 0. 1 0. 2 0. 2 0. 3 0. 6 0. 9 1. 0 0. 8 0. 5 0. 3 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 3 0. 5 0. 7 0. 6 0. 5 0. 4 0. 2 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 1. 1 1. 2 0. 7 0. 6 0. 4 0. 3 0. 2 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 5 0. 9 1. 0 1. 0 0. 8 0. 6 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 3 1. 2 1. 5 0. 8 0. 7 0. 6 0. 5 0. 4 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 1. 4 1. 4 1. 1 0. 6 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 3 0. 9 1. 5 1. 2 1. 0 0. 8 0. 7 0. 5 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 6 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 5 1. 0 1. 0 0. 9 0. 7 0. 5 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 9 1. 1 1. 0 0. 7 0. 5 0. 4 0. 4 0. 4 0. 5 0. 4 0. 2 0. 2 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 8 1. 3 0. 8 0. 6 0. 5 0. 5 0. 5 0. 7 0. 9 1. 0 0. 9 0. 5 0. 4 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 1. 1 1. 3 0. 9 0. 7 0. 6 0. 5 0. 8 1. 2 1. 5 1. 4 1. 3 1. 3 1. 1 0. 6 0. 3 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 1. 1 0. 9 0. 7 0. 8 1. 6 1. 9 1. 8 1. 4 1. 2 1. 3 1. 3 1. 3 0. 6 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 1. 2 2. 0 2. 7 2. 5 1. 6 1. 0 1. 1 1. 3 1. 3 1. 3 1. 2 0. 9 0. 7 0. 6 0. 4 0. 4 0. 4 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 1. 8 0. 5 0. 5 0. 9 1. 4 1. 6 1. 4 1. 3 1. 3 1. 1 1. 0 1. 1 1. 2 0. 7 0. 4 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 8 1. 5 2. 0 2. 0 1. 4 1. 2 1. 1 1. 0 1. 0 1. 2 1. 2 1. 0 0. 5 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 3. 0 2. 2 1. 3 0. 9 0. 8 0. 9 0. 9 1. 0 1. 0 0. 8 0. 5 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 1. 1 0. 6 0. 6 0. 7 0. 7 0. 7 0. 7 0. 6 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 4 0. 4 0. 5 0. 6 0. 5 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 4 0. 3 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 1 0. 1 0. 0 0. 1 0. 0 0. 1 0. 0 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 30671 E1-PHOTOMETRIC DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 E 1 - P H O T O M E T R I C . D W G S A V E D B Y : TJ . W E L L S WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 E1-02 PHOTOMETRIC PLAN E1-02 PHOTOMETRIC PLAN 300 30671 E1-02 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 FOOTCANDLE LEGEND 1.00 FOOTCANDLE LINE 2.00 FOOTCANDLE LINE U G U G U X AS H S T R E E T W W W W W W WET WE T WET W E T WE T W E T WE T WET W E T WET W E T WE T WET WET WET W E T WE T W E T WE T WE T WE T WE T WET WET WET WE T NO R T H O A K S F A R M S I N C 34 - 3 1 - 2 2 - 4 4 - 0 0 0 8 W O O D S T R O M , J E R R Y A 15 9 1 A S H S T . 34 - 3 1 - 2 2 - 4 1 - 0 0 0 1 SA G D A L E N A L A N D & N A T A L I E R 160 1 A S H S T 35-3 1 - 2 2 - 3 2 - 0 0 0 7 WILKINSON WAY ' BUILDING SETBACK30 ' BUILDING SETBACK 30 BUILDING B FFE = 934 LFE = 923 L1 B2 TOWNHOUSE FFE = 918.7 L2 B2 TOWNHOUSE FFE = 921.1 L3 B2 TOWNHOUSE FFE = 923.6 L4 B2 TOWNHOUSE FFE = 925.4 L1 B1 TOWNHOUSE FFE = 916.6 L2 B1 TOWNHOUSE FFE = 918.9 L3 B1 TOWNHOUSE FFE = 921.7 L4 B1 TOWNHOUSE FFE = 924.8 ' BUILDING SETBACK30 R 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 7 0. 9 0. 8 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 5 0. 7 0. 7 0. 5 0. 9 2. 4 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 4 0. 5 0. 5 0. 4 0. 4 1. 9 3. 1 2. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 3 0. 3 0. 3 0. 3 0. 5 2. 3 2. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 6 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 0 0. 0 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 30671 E1-PHOTOMETRIC DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 E 1 - P H O T O M E T R I C . D W G S A V E D B Y : TJ . W E L L S WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 E1-03 PHOTOMETRIC PLAN E1-03 PHOTOMETRIC PLAN 300 30671 E1-03 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 FOOTCANDLE LEGEND 1.00 FOOTCANDLE LINE 2.00 FOOTCANDLE LINE BENCHMARK HYDRANT TNFH = 919.06 W I L K I N S O N L A K E B L V D W W W W W W W W W W W W WET WET WET WET WET WE T WE T WET W E T 30 ' W H I T E B E A R T O W N S H I P WA T E R A N D S E W E R E A S M E N T AP P R O X . O R D I N A R Y HIG H W A T E R L E V E L 89 5 . 2 EM LS WILKINSON WAY ' BUILDING SETBACK 30 5 TOWNHOUSE L4 B2 TOWNHOUSE FFE = 925.4 L5 B2 TOWNHOUSE FFE = 925.4 L4 B1 TOWNHOUSE FFE = 924.8 L5 B1 TOWNHOUSE FFE = 924.7 ' BUILDING SETBACK30 ' BU I L D I N G S E T B A C K 30 PROPOSED RAIN GARDE N 4 100 YR HWL = 920.22 PR O P O S E D RAI N G A R D E N 3 10 0 Y R H W L = 92 0 . 4 8 W PR O P O S E D RA I N G A R D E N 2 100 Y R H W L = 924 . 0 1 PROPOSED B A S I N 1 NWL = 904.50100 YR HWL = 909.08 Z Z Z2 Z2 Y Y Y Z3 Z3 R1 R R1 R R 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 3 0. 4 0. 4 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 3 0. 3 0. 4 0. 5 0. 6 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 3 0. 3 0. 4 0. 4 0. 4 0. 5 0. 7 0. 7 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 6 0. 7 0. 7 0. 7 0. 7 0. 9 0. 8 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 7 1. 0 1. 1 1. 2 1. 1 0. 9 1. 1 0. 9 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 3 0. 4 0. 7 1. 0 1. 3 1. 5 1. 7 1. 9 2. 3 1. 9 0. 7 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 2 0. 3 0. 5 0. 9 1. 3 1. 6 1. 6 1. 7 2. 0 2. 4 2. 0 0. 5 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 3 0. 4 0. 6 1. 0 1. 6 1. 8 1. 5 1. 4 1. 2 1. 7 1. 3 0. 4 0. 2 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 3 0. 4 0. 5 0. 6 1. 0 1. 9 2. 0 1. 3 1. 0 1. 0 1. 1 0. 9 0. 4 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 4 0. 6 0. 9 1. 4 2. 4 2. 4 1. 2 1. 1 1. 1 1. 0 0. 8 0. 6 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 0. 5 0. 7 1. 2 1. 9 2. 0 1. 2 1. 0 1. 0 0. 9 0. 8 0. 5 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 4 0. 5 0. 3 0. 5 0. 5 0. 8 0. 9 0. 9 0. 9 0. 7 0. 5 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 3 0. 4 0. 3 0. 3 0. 2 0. 2 0. 2 0. 1 0. 2 0. 2 0. 3 0. 6 0. 9 1. 0 0. 8 0. 5 0. 3 0. 3 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 3 0. 5 0. 7 0. 6 0. 5 0. 4 0. 2 0. 1 0. 1 0. 1 0. 1 0. 2 0. 3 1. 1 1. 2 0. 7 0. 6 0. 4 0. 3 0. 2 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 7 0. 5 0. 9 1. 0 1. 0 0. 8 0. 6 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 3 1. 2 1. 5 0. 8 0. 7 0. 6 0. 5 0. 4 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 9 1. 2 1. 4 1. 4 1. 4 1. 1 0. 6 0. 2 0. 2 0. 1 0. 1 0. 1 0. 1 0. 3 0. 9 1. 5 1. 2 1. 0 0. 8 0. 7 0. 5 0. 3 0. 2 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 3 0. 6 1. 4 1. 5 1. 1 1. 2 1. 4 0. 6 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 5 1. 0 1. 0 0. 9 0. 7 0. 5 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 5 1. 3 1. 5 1. 2 1. 3 1. 6 0. 9 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 9 1. 1 1. 0 0. 7 0. 5 0. 4 0. 4 0. 4 0. 5 0. 4 0. 2 0. 2 0. 2 0. 1 0. 0 0. 1 0. 1 0. 2 0. 4 1. 0 1. 3 1. 5 1. 4 1. 3 1. 0 0. 7 0. 5 0. 2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 8 1. 3 0. 8 0. 6 0. 5 0. 5 0. 5 0. 7 0. 9 1. 0 0. 9 0. 5 0. 4 0. 3 0. 0 0. 1 0. 1 0. 2 0. 4 0. 7 0. 9 1. 0 0. 9 0. 6 1. 1 1. 6 1. 1 0. 8 0. 6 0. 3 0. 2 0. 1 0. 1 0. 2 1. 1 1. 3 0. 9 0. 7 0. 6 0. 5 0. 8 1. 2 1. 5 1. 4 1. 3 1. 3 1. 1 0. 6 0. 1 0. 1 0. 3 0. 5 0. 7 0. 7 0. 5 0. 3 0. 2 0. 3 1. 2 1. 3 1. 3 1. 0 0. 8 0. 5 0. 4 0. 3 0. 7 1. 5 1. 1 0. 9 0. 7 0. 8 1. 6 1. 9 1. 8 1. 4 1. 2 1. 3 1. 3 0. 6 0. 5 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 4 1. 2 1. 6 1. 3 1. 2 0. 7 0. 6 0. 5 0. 8 0. 8 1. 2 2. 0 2. 7 2. 5 1. 6 1. 0 1. 1 1. 3 1. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 1 0. 1 0. 5 1. 2 1. 6 1. 3 1. 0 0. 9 1. 2 1. 9 3. 0 3. 1 1. 8 0. 5 0. 5 0. 9 1. 4 1. 6 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 7 1. 0 0. 9 1. 3 2. 0 2. 3 1. 1 0. 4 0. 2 0. 3 0. 8 1. 5 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 3 0. 6 0. 9 1. 0 0. 6 0. 4 0. 2 0. 1 0. 1 0. 3 1. 2 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 4 0. 4 0. 4 0. 5 0. 4 0. 1 0. 1 0. 1 0. 1 0. 3 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 2 0. 3 0. 6 0. 8 0. 5 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 2 0. 4 0. 9 1. 3 0. 9 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 4 0. 5 1. 3 2. 0 1. 4 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 5 0. 6 0. 6 1. 6 2. 8 1. 9 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 4 0. 8 0. 8 0. 7 1. 8 3. 2 2. 0 0. 4 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 7 1. 0 0. 8 0. 8 1. 6 2. 6 1. 6 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 4 1. 1 1. 1 0. 9 0. 9 1. 4 1. 8 1. 0 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 6 1. 3 1. 1 1. 0 0. 9 1. 1 1. 2 0. 6 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 7 1. 2 1. 1 1. 0 1. 0 1. 0 0. 8 0. 4 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 7 1. 0 0. 9 1. 0 1. 2 1. 3 0. 9 0. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 7 0. 9 0. 8 0. 7 1. 3 1. 8 1. 4 0. 5 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 5 0. 7 0. 7 0. 5 0. 9 2. 4 2. 4 1. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 4 0. 5 0. 5 0. 4 0. 4 1. 9 3. 1 2. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 3 0. 3 0. 3 0. 3 0. 5 2. 3 2. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 6 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 0 0. 0 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 1 0. 6 0. 3 0. 1 0. 3 0. 0 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 1 0. 1 0. 0 0. 1 0. 0 0. 1 0. 0 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 30671 E1-PHOTOMETRIC DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 E 1 - P H O T O M E T R I C . D W G S A V E D B Y : TJ . W E L L S WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 E1-04 PHOTOMETRIC PLAN E1-04 PHOTOMETRIC PLAN 300 30671 E1-04 MINNESOTALINO LAKES 0 SCALE IN FEET 40 80 DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 FOOTCANDLE LEGEND 1.00 FOOTCANDLE LINE 2.00 FOOTCANDLE LINE 30671 E1-PHOTOMETRIC DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : \\ I S G F I L E 1 \ S H A R E D \ P R O J E C T S \ 3 0 0 0 0 P R O J \ 3 0 6 0 0 - 3 0 6 9 9 \ 3 0 6 7 1 L I N O L A K E S D E V E L O P M E N T M A S T E R P - L I N O L A K E S M N \ 3 0 6 7 1 P R O D U C T I O N F I L E S \ 3 0 6 7 1 C I V I L 3 D \ P R O D U C T I O N D W G S \ P R E L I M I N A R Y P L A N \ 3 0 6 7 1 E 1 - P H O T O M E T R I C . D W G S A V E D B Y : TJ . W E L L S WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, SHEET NOT VALID UNLESS THIS TEXT IS COLOR. © 2024 I & S GROUP, INC. - 24-30671 03/10/25 E1-05 LIGHTING CUT SHEETS AND SCHEDULE 300 30671 E1-05 MINNESOTALINO LAKES DWG/TW DWG/TW JDF/TW WILKINSON WATERS ANOKA HOLDINGS, LLC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, © 2024 I & S GROUP, INC. LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED JERREMY D. FOSS, PE FOR PRELIMINARY PLAT REVIEW ONLY 3/10/2025 E-39500 DEVELOPMENT AREA LIGHT PEDESTRIAN AREA LIGHT STREET RIGHT-OF-WAY LIGHT