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08262025 Planning Commission Agenda Packet CITY OF MENDOTA HEIGHTS PLANNING COMMISSION REGULAR MEETING AGENDA August 26, 2025 at 7:00 PM Mendota Heights City Hall, 1101 Victoria Curve, Mendota Heights 1. Call to Order 2. Roll Call 3. Approval of Minutes a. Approve meeting minutes from the July 22, 2025 Planning Commission Meeting. 4. Public Hearings a. Tabled - CASE No. 2025-12 MRCCA Permit Application of M&M Home Contractors for a Mississippi River Corridor Critical Area (MRCCA) Permit at 1867 Hunter Lane b. CASE No. 2025-15 Preliminary Plat Application of BC Middleton LLC for a Preliminary Plat to be known as Wentworth Hills 5. New and Unfinished Business a. Dorset Road - Street Improvements 6. Updates/Staff Comments 7. Adjourn Auxiliary aids for persons with disabilities are available upon request at least 120 hours in advance. If a notice of less than 120 hours is received, the City of Mendota Heights will make every attempt to provide the aid. However, this may not be possible on short notice. Please contact City Hall at 651.452.1850 with requests. Page 1 of 47 July 22, 2025 Mendota Heights Planning Commission Meeting Page 1 of 8 CITY OF MENDOTA HEIGHTS DAKOTA COUNTY, MINNESOTA DRAFT PLANNING COMMISSION MINUTES JULY 22, 2025 The regular meeting of the Mendota Heights Planning Commission was held on Tuesday, July 22, 2025, in the Council Chambers at City Hall, 1101 Victoria Curve, at 7:00 P.M. The following Commissioners were present: Chair Litton Field, Commissioners Patrick Corbett, Cindy Johnson, Brian Udell, Jason Stone, and Jeff Nath. Those absent: Steve Goldade. Approval of Agenda The agenda was approved as submitted. Approval of June 24, 2025 Minutes COMMISSIONER STONE MOVED, SECONDED BY COMMISSIONER NATH TO APPROVE THE MINUTES OF JUNE 24, 2025. AYES: 6 NAYS: 0 Hearings A)PLANNING CASE 2025-11 POT MAMA’S MSO LLC, 1155 CENTRE POINTE DRIVE – CONDITIONAL USE PERMIT Community Development Manager Sarah Madden explained that Pot Mama’s MSO LLC has applied for a Conditional Use Permit (CUP) for a cannabis retailer location, located in the B-1 General Business zoning district at 1155 Centre Pointe Drive. Hearing notices were published and mailed to all properties within 350 feet of the site; no comments or objections to this request were received. Community Development Manager Sarah Madden provided a planning staff report and a presentation on this planning item to the Commission (which is available for viewing through the City’s website). Staff recommended approval of this application based on the findings and with conditions. Commissioner Johnson asked if there is a maximum size for retail space in B-1. Page 2 of 47 3a. July 22, 2025 Mendota Heights Planning Commission Meeting Page 2 of 8 Community Development Manager Sarah Madden stated that there is a maximum size for accessory retail use within the industrial zone, but there is no maximum in the general business district. Commissioner Johnson asked if there would be consumption on site, noting the reference to a social boutique within the Commission packet. Commissioner Corbett commented that a retail use would not allow consumption on site. Community Development Manager Sarah Madden confirmed that this would only be retail sales. She explained that the social aspect would be through engagement and community building, which is found within the business plan. She explained that the event license would be a separate process through the State. She commented that an event within the retail space would be allowed and would be different. She explained that the business plan mentioned things like women’s groups as an example of social events. Chair Field opened the public hearing. Andrew Katz, 1960 Walsh Lane, asked if any data was provided related to whether there would be increased police activity or police calls from this type of business. Chair Field commented that there was no information of that type within the staff report. Community Development Manager Sarah Madden replied that the level of data was not provided as part of the application. She stated that the majority of security requirements and review will be done through the State license review through the Office of Cannabis Management (OCM). She reviewed the role of the City in reviewing this type of license. Vicky Katz, 1855 Hunter Lane, commented that she has conflicting feelings as she believes there are benefits to regulation that would allow this type of business, but this also brings to mind a stereotypical image of potential customers. She stated that Mendota Heights is a family-oriented community, and she would not want to see this business bringing in unwanted customers from other communities. She asked the Commission to ensure that the request is well vetted before allowing the business into the community. Scott Van, 1870 Hunter Lane, commented that he was not aware that this type of business was allowed in Mendota Heights and believed that the applicant should be present. Commissioner Corbett stated that there is no subjectivity to this decision as the State regulations cannot be changed. He stated that the application complies with all regulations. Chair Field commented that this would be the only cannabis retailer allowed. Community Development Manager Sarah Madden confirmed that if the licensee fully completes the process, this would be the only retail business allowed in Mendota Heights. She explained the Page 3 of 47 July 22, 2025 Mendota Heights Planning Commission Meeting Page 3 of 8 State law related to this type of business and the regulations the City was able to enact. She commented that the City will be involved in compliance checks. Seeing no one further coming forward wishing to speak, Chair Field asked for a motion to close the public hearing. COMMISSIONER CORBETT MOVED, SECONDED BY COMMISSIONER STONE, TO CLOSE THE PUBLIC HEARING. AYES: 6 NAYS: 0 COMMISSIONER CORBETT MOVED, SECONDED BY COMMISSIONER STONE, TO RECOMMEND APPROVAL OF THE CONDITIONAL USE PERMIT FOR 1155 CENTRE POINTE DRIVE, BASED ON THE FINDINGS-OF-FACT AND WITH THE FOLLOWING CONDITIONS: 1. ALL PARKING FOR THE MULTI-TENANT BUILDING MUST BE ACCOMMODATED ON SITE. ANY INDICATION THAT THE SITE IS UNDER PARKED MAY RESULT IN REQUIRED AMENDMENTS TO THE SITE PLAN AND/OR THE CONDITIONAL USE PERMIT. 2. CANNABIS BUSINESSES ARE LIMITED TO RETAIL SALE OF CANNABIS, CANNABIS FLOWER, CANNABIS PRODUCTS, LOWER-POTENCY HEMP EDIBLES, OR HEMP-DERIVED CONSUMER PRODUCTS BETWEEN THE HOURS OF 8:00 A.M AND 10:00 P.M. ON MONDAY-SATURDAY; AND BETWEEN THE HOURS OF 10:00 A.M. AND 9:00 P.M. ON SUNDAYS. 3. ANY NEW REMODELING OR INTERIOR WORK (INCLUDING BUILDING, ELECTRICAL, PLUMBING, HEATING/COOLING, AND OTHER RELATED WORK MUST BE SUBMITTED FOR STANDARD BUILDING PERMIT REVIEW PRIOR TO ANY WORK BEING STARTED. AYES: 6 NAYS: 0 Chair Field advised that the City Council would consider this application at its August 6, 2025, meeting. B) PLANNING CASE 2025-12 M&M HOME CONTRACTORS, 1867 HUNTER LANE – MISSISSIPPI RIVER CORRIDOR CRITICAL AREA (MRCCA) PERMIT Community Development Manager Sarah Madden explained that M&M Home Contractors is the applicant and owner’s representative of the property located at 1867 Hunter Lane, and has requested a Mississippi River Corridor Critical Area (MRCCA) Permit to construct a new single- family home located at 1867 Hunter Lane. Page 4 of 47 July 22, 2025 Mendota Heights Planning Commission Meeting Page 4 of 8 Hearing notices were published and mailed to all properties within 350 feet of the site; no written comments or objections to this request were received. Community Development Manager Sarah Madden provided a planning staff report and a presentation on this planning item to the Commission (which is available for viewing through the City’s website). Staff recommended approval of this application based on the findings and with conditions. Chair Field asked about the location of the prior home that was demolished. Community Development Manager Sarah Madden identified the location of the previous home, noting that the prior home was a different style of home. She commented that the setback of the prior home is generally consistent with the proposal. Commissioner Johnson commented that it seems that the new home would be closer to the bluff than the previous home, and similar to the home at 1875 Hunter. Community Development Manager Sarah Madden confirmed that the new home would be slightly more setback and generally centrally located on the lot. Chair Field noted that the applicant is not present. He stated that the Commission could open the public hearing or consider other action. Community Development Manager Sarah Madden replied that the public hearing was noticed for tonight. She stated that if the Commission desires to table the request, she would still ask them to open the public hearing tonight. Chair Field opened the public hearing. Chair Field cautioned that the applicant is not present, and their input may change the input of public speakers. He noted that members of the public are only allowed to speak once, and therefore members of the public may want to hold their input for a time when the applicant is present. Commissioner Corbett stated that members of the public can speak tonight, and if they want to speak again at the next meeting, they could still do that. Commissioner Johnson stated that residents chose to attend tonight, and they should be allowed to speak again at the next meeting if this item is tabled. Commissioner Stone agreed that members of the public who chose to attend tonight should speak. John and Theresa Cosgriff, 1875 Hunter Lane, commented that they are supportive of the build and are looking forward to having neighbors. Page 5 of 47 July 22, 2025 Mendota Heights Planning Commission Meeting Page 5 of 8 Andrew Katz, 1960 Walsh Lane, commented on the trees and vegetation that exist on the west end of the lot. He commented that there is a small spring that runs down through the area identified in yellow. He wondered if there was information available relating to tree removal and whether that could include a tree inventory. He asked if solar panels would be planned for the home and whether that would include utility work to the street. Commissioner Corbett confirmed that they would be leaving the public hearing open as the applicant is not here to address questions. Seeing no one further coming forward wishing to speak, Chair Field asked for a motion to close the public hearing. COMMISSIONER CORBETT MOVED, SECONDED BY COMMISSIONER JOHNSON, TO TABLE CASE #2025-12 AS THERE ARE QUESTIONS FOR THE APPLICANT AND THE APPLICANT IS NOT PRESENT. Further discussion: Chair Field asked that staff advise the applicant about the concern that was raised relating to trees and landscaping. Commissioner Johnson commented that she feels that this application is incomplete as details are missing from the landscaping plan. Commissioner Corbett asked if there is a requirement for a detailed landscaping plan as part of the application process. Commissioner Johnson confirmed that it is part of the requirements provided to the applicant that a detailed landscaping plan must be included. Commissioner Stone commented that he would think that a house of this scale would have more landscaping than two trees and would hope that the landscaping plan would be provided at the next meeting. Commissioner Corbett agreed that there should be a plan, but also recognized that this is a crude layout and the type of flowers someone is going to plant is not a detail people often plan for at this level of planning. He stated that he wanted to ensure that there is an actual requirement for that level of detail. Community Development Manager Sarah Madden commented that the Commission has debated this issue before, and it comes down to a difference in interpretation of the minimum requirements. She stated that while minimal, the applicant has provided a plant schedule that identifies two swamp white oaks as the two trees. She stated that it is not a full landscape schedule of all perennial beds, which would be a preference of the Commission, but the minimum landscape requirements of the City would be for two overstory trees, and the applicant has met that requirement. Commissioner Johnson stated that while she understands and appreciates that, the intention of the applicant is to plant more. She stated that if the intention is to have just two trees and sod, then Page 6 of 47 July 22, 2025 Mendota Heights Planning Commission Meeting Page 6 of 8 this would be acceptable. She noted previous applications that sailed through smoothly because of the level of detail that was provided for landscaping. Commissioner Corbett commented that there seems to be a discontinuity between the requirements of City Code and the desire expressed by Commissioner Johnson. He stated that he would not want to base the process on a preference for a previous application that included very detailed information about landscaping. Commissioner Stone asked why every little detail would need to be decided if the minimum requirement has been met. He noted that anyone can install additional landscaping on their property after the minimum requirements are met. Commissioner Corbett commented that he does not want this to be subjective. He commented that changes can always be made to landscaping after the fact. Commissioner Nath commented that without written requirements in Code, the issue is very subjective. He stated that he would see this to be a complete landscaping plan as it meets the requirements of the City Code, although Commissioner Johnson would like to see more information. He noted that while Commissioner Johnson would deem this landscaping plan as incomplete, he would consider it to be the bare minimum. He stated that while he would love a more detailed landscaping plan, it is not required under Code. Commissioner Johnson stated that a tree inventory would be important. Commissioner Corbett asked if it is required. Commissioner Johnson was unsure and asked that staff follow up on that. AYES: 6 NAYS: 0 C) PLANNING CASE 2025-13 ST. AUGUSTINE SCHOOL, 1345 MENDOTA HEIGHTS ROAD – CONDITIONAL USE PERMIT Community Development Manager Sarah Madden explained that St. Augustine School is seeking a Conditional Use Permit (CUP) for the property located at 1345 Mendota Heights Road. The CUP would allow for the use of space as a middle and secondary private school, or 6th – 12th grades, at the former Sanford Brown College site, within the space previously used by Interim Use Permit in 2017-2019 for Minnehaha Academy. Hearing notices were published and mailed to all properties within 350 feet of the site; no comments or objections to this request were received. Page 7 of 47 July 22, 2025 Mendota Heights Planning Commission Meeting Page 7 of 8 Community Development Manager Sarah Madden provided a planning staff report and a presentation on this planning item to the Commission (which is available for viewing through the City’s website). Staff recommended approval of this application based on the findings and with conditions. Commissioner Corbett asked if this is a conditional use allowed in both industrial and business districts. Community Development Manager Sarah Madden commented that the use is only listed within the business district and not the industrial district. She noted that the previous trade school use was listed. She stated that the property is currently zoned B-1, general business. Chair Field believed that there were regulations for small class sizes with the previous user, Minnehaha Academy. He asked if there would be an ability to cap the number of students. Community Development Manager Sarah Madden commented that if the expansion of the school were necessary to occupy additional space in the building, an amendment would be needed for the CUP. She commented that a condition could be added, but was unsure of the language that would be used and the onus that could be placed on the applicant and staff. Chair Field stated that perhaps a cap on the number of students could be added to the conditions that would trigger a review. Community Development Manager Sarah Madden commented that it could be written as a condition, but there could be enforcement issues. She noted that the enrollment could expand past 40 students and still be within the fire code occupancy for the building. She noted that there would be other triggers that would require a review/amendment, including parking and the need for additional space. She stated that the applicant can provide additional information on the vision for the school and small classroom size. Bill Faulkner, representing the applicant, stated that the vision for the school is to keep the classrooms small. He stated that they would love to have that issue with expanded enrollment, but in that case, they would prefer to expand the size of the school rather than the size of the classroom. Chair Field opened the public hearing. Seeing no one coming forward wishing to speak, Chair Field asked for a motion to close the public hearing. COMMISSIONER STONE MOVED, SECONDED BY COMMISSIONER NATH, TO CLOSE THE PUBLIC HEARING. AYES: 6 NAYS: 0 Page 8 of 47 July 22, 2025 Mendota Heights Planning Commission Meeting Page 8 of 8 COMMISSIONER STONE MOVED, SECONDED BY COMMISSIONER CORBETT, TO RECOMMEND APPROVAL OF THE CONDITIONAL USE PERMIT REQUEST FROM ST. AUGUSTINE SCHOOL FOR A MIDDLE AND SECONDARY (PRIVATE) SCHOOL AT 1345 MENDOTA HEIGHTS ROAD, BASED ON THE FINDINGS OF FACT THAT THE PROPOSED PROJECT COMPLIES WITH THE POLICIES AND STANDARDS OF THE CITY CODE AND IS CONSISTENT WITH THE COMPREHENSIVE PLAN, WITH THE FOLLOWING CONDITIONS: 1.ALL PARKING FOR THE MULTI-TENANT BUILDING MUST BE ACCOMMODATED ON SITE. ANY INDICATION THAT THE SITE IS UNDER PARKED MAY RESULT IN REQUIRED AMENDMENTS TO THE SITE PLAN AND/OR THE CONDITIONAL USE PERMIT. 2.ANY NEW REMODELING OR INTERIOR WORK (INCLUDING BUILDING, ELECTRICAL, PLUMBING, HEATING/COOLING, AND OTHER RELATED WORK) MUST BE SUBMITTED FOR STANDARD BUILDING PERMIT REVIEW PRIOR TO ANY WORK BEING STARTED. AYES: 6 NAYS: 0 Chair Field advised that the City Council would consider this application at its August 6, 2025, meeting. New and Unfinished Business Staff Announcements / Updates Community Development Manager Sarah Madden provided a review on recent City Council actions on cases previously reviewed by the Commission as well as other items of interest to the Commission. Adjournment COMMISSIONER CORBETT MOVED, SECONDED BY COMMISSIONER STONE, TO ADJOURN THE MEETING AT 8:23 P.M. AYES: 6 NAYS: 0 Page 9 of 47 4.a Planning Commission Meeting Date: August 26, 2025 Agenda Item: Tabled - CASE No. 2025-12 MRCCA Permit Application of M&M Home Contractors for a Mississippi River Corridor Critical Area (MRCCA) Permit at 1867 Hunter Lane Department: Community Development Contact: Sarah Madden, Community Development Manager Introduction: M&M Home Contractors is the Applicant and Owner’s Representative of the property located at 1867 Hunter Lane, and has requested a Mississippi River Corridor Critical Area (MRCCA) Permit to construct a new single-family home located at 1867 Hunter Lane. A duly noticed public hearing was opened at the July 22, 2025 Planning Commission meeting. Two residents representing one household spoke in favor of the proposal, and one resident spoke inquiring about tree removal, and any plans for additional utility work for the construction of the home. City staff has received one written comment related to this item as of the submittal of this report which is attached. During discussion of the application, the Commission expressed concerns with the available details on proposed landscaping for the new home site, and requested additional information from the applicant. The applicant was unable to attend the July 22nd meeting and verbally address the Commission's questions and the comments which arose from residents attending the public hearing, leading to the Commission voting to Table the application. The applicant has provided updated landscaping plans and details which are included as an attachment to this report. An updated survey has also been provided illustrating the location of existing trees on the property. As the application was tabled while the public hearing was open, the public hearing will continue at this meeting to allow any interested parties to speak to the application. Background: The subject property is located on the west side of Hunter Lane and generally southeast of Sibley Memorial Highway and adjacent wooded vacant lots. The total area of this property is 2.25 acres and contains three parcels owned in common, however this application's impact area includes the addressed property of 1867 Hunter Lane, an R-1 zoned property .92 acres in size. The subject property is part of the Colliton Place subdivision, and is currently vacant as the prior home was demolished in 2023. The prior home was accessed from a long driveway that remains in place today with access from Hunter Lane to a point generally centrally located within the lot. There is also a portion of the neighboring driveway to the north which is located on this parcel and which is subject to a Page 10 of 47 driveway easement agreement. The subject property is located within the Mississippi River Critical Corridor Area (MRCCA), and therefore the construction of a new single-family home requires a MRCCA permit. Analysis: The existing lot is vacant, but previously was developed with a single-family home. The proposed project is to construct a new 8,907 sq-ft home on the property, generally located centrally on the lot and with deep setbacks consistent with neighboring existing homes and the prior constructed home. The proposed home will be accessed by a reconstruction of the existing driveway, with a proposed circle drive closer to the new home. The proposed improvements are located outside of the Bluff Impact Zone (BIZ) and bluff setback, located at the rear of the property. The applicant is also proposing to construct two rock infiltration trenches on site; one at the rear of the property, and one north of the existing driveway in the front yard. The applicant has also indicated that they will be planting two new overstory trees in the front yard, consistent with zoning requirements. The proposed site plan, and layout of the home is consistent with the base requirements of the zoning ordinance. The proposal meets minimum setback requirements for the R-1 zoning district, and 21.5% of the site would be covered by impervious surface, meeting the City's zoning requirements. 5.MRCCA Critical Area Permit Per Title 12, Chapter 6 Critical Area Overlay District a Critical Area Permit is required for the subject project. The following summary of the site is provided as reference: Standard Subject Property Conditions MRCCA Sub District Separated from River Bluff on Site? Yes, at the rear of the property Bluff Impact Zone (BIZ) Yes, the Bluff Impact Zone crosses the west line of the lot, approximately 40-ft into the rear yard of the property. The proposed home is setback 102-ft from the BIZ. Significant Vegetative Stands or Primary Conservation Area (PCA) No. The proposed home is located more than 100-feet from any PCA or significant vegetation. The proposed rock infiltration garden is located 10-ft from the BIZ, and approximately 40-ft from the nearest significant existing vegetative stand. Subject to Section 12-6A-9 Vegetation Management No, does not meet criteria as no significant vegetative removal required as part of the proposed improvements. Subject to Section 12-6A-11 Land Alteration Standards and Stormwater Management Yes. A new home construction is permitted but stormwater must be diverted from any BIZ area. The demolition and new construction are both subject to the Land Alteration and Stormwater standards. Subject to Section 12-6A-12 Site Plan Yes. Must include Site Plan and Page 11 of 47 Requirements Landscape Plan As described in Section 12-6A-4 C.3., the Separated from River (SR) sub-district describes the management purpose as, “...provides flexibility in managing development without negatively affecting the key resources and features of the river corridor. Minimizing negative impacts to primary conservation areas and minimizing erosion and the flow of untreated storm water into the river are priorities…” As indicated on the attached GIS maps, the Bluff Impact Zone (BIZ) crosses and covers the far western end of the site, within the first 40-ft of the rear yard. As shown on the Site Plan and Landscape Plan, the applicant will construct a new single-family home and seed/sod the entirety of the site, install two rock infiltration trenches, add additional circle drive immediately in front of the home, and plant two new overstory trees. As proposed, the new home will be setback approximately 102-ft from the BIZ boundary, with the proposed rear deck approximately 78-ft from the BIZ. There is an additional Primary Conservation Areas on the site, as the nearest significant vegetative stands are located directly west of the property in the large vacant wooded hillside. The attached MRCCA Map illustrates the boundary of a Significant Existing Vegetative Stand of Midwestern White Oak – Red Oak Forest, which crosses the rear of the property approximately 10-ft in, and more than 100-ft from the proposed new home. The infiltration area in the rear yard is outside of all Primary Conservation Areas, and has been proposed to comply with the City’s stormwater and land disturbance requirements which are requirements of the Building Permit process. Per Code Sect. 12-6A-12, the Detailed Site Plan must be drawn to scale and the proposed project accurately described through narrative and supporting maps and/or plans. The plan set for the new home is attached to this report, and the Site Survey and Landscaping Plan are included. The proposed new home location is sited on a relatively flat area of the lot, consistent with the prior home on site, and there are no significant grades. As noted on the attached plans, there are retaining walls proposed north of the new home, and west of the rear of the home in areas where a change in grade is present. Restoration of the site once the construction is complete is planned and described as sodded and irrigated. The Applicant provided a revised Landscape Plan, dated 8/7/25, which illustrates that there are 15 trees preserved on site, three new trees proposed to be planted, and a number of foundation plantings including native, ornamental, and pollinator-attracting perennials as well as shrubs. Interagency Review Under the MRCCA Ordinance, the city is required to submit the MRRCA permit request to the MnDNR and the National Park Service (NPS). The plan set and project information was transmitted to both agencies for their review and comment. At the time of this report the NPS has responded noting that they have no comments, but no correspondence has been received from MnDNR. Staff will provide a verbal update of their correspondence at the Planning Commission meeting. Alternatives: 1. Approve the MRCCA-Critical Area Permit request for 1867 Hunter Lane, which would allow for the construction of a new single-family home and associated improvements based on the findings-of-fact that the proposed project is compliant with the policies and standards of the MRCCA Overlay District and City Zoning Code standards, with certain conditions; or 2. Deny the MRCCA-Critical Area Permit request for 1867 Hunter Lane, based on the Page 12 of 47 revised or amended findings-of-fact that the application does not meet certain policies and standards of City Code as determined by the Planning Commission; or 3.Table the request and request additional information from staff and/or the applicant; Staff will extend the review period an additional 60 days, in compliance with Minnesota State Statute 15.99. Staff Recommendation: Staff recommends approval of the MRCCA-Critical Area Permit request for 1867 Hunter Lane, with the following conditions: 1. A building permit, including a grading plan, must be approved by the City prior to the commencement of any site work. 2. The proposed project must comply with all requirements of the City’s Land Disturbance Guidance Document. All plans must be reviewed and approved by the Public Works Director. 3. All erosion control requirements must be put in place prior to the commencement of any grading and site work activities. Such measures must remain in place for the duration of the construction activities until proper site restoration plans are completed. 4. All grading and construction activity must comply with applicable federal, state, and local regulations and codes. 5. All work on site will only be performed between the hours of 7:00 AM and 8:00 PM Monday through Friday; 9:00 AM to 5:00 PM weekends. Attachments: 1.Findings of Fact for Approval 2.Site Location Map 3.MRCCA Map 4.Letter of Intent 5.1867 Hunter Lane Survey (Dated 8/8/25) 6.1867 Hunter Lane Landscape Plan (Dated 8/7/25) 7.Construction Plans - Cover Sheet 8.A1 - Front Elevation 9.A2 - Left Elevation 10.A3 - Rear Elevation 11.A5 - Right Elevation 12.A6 - Foundation Plan 13.Letter of Support from John and Theresa Cosgriff for CASE No. 2025-12 - MRCCA Permit Page 13 of 47 Planning Case 2025-12 (MRCCA Permit for 1867 Hunter Lane) Page 1 of 1 FINDINGS-OF-FACT FOR APPROVAL MRCAA -Critical Area Permit for 1867 Hunter Lane The following Findings of Fact are made in support of approval of the proposed requests: 1. The proposed construction of a new single family home and associated improvements meets the general purpose and intent of the Mississippi River Corridor Critical Area (MRCCA) Separated from River Overlay District. 2. The proposed work and disturbance to construct the new home and associated improvements are low-intensity with no anticipated impact to Primary Conservation Areas within the MRCCA Plan, and the project includes restoration of the area once developed with sod cover and native trees. The proposed project is within the spirit and intent of the MRCCA Separated from River Overlay District that provides for flexibility within the management purpose. 3. The proposed project will not be detrimental to the health, safety or general welfare of the community; should not cause any serious traffic congestion nor hazards; will not seriously depreciate surrounding property value; and said use appears to be in harmony with the general purpose and intent of the City Code and the Comprehensive Plan. 4. The construction of the home is shown in the plan to comply with all standards and regulations of the Mississippi River Corridor Critical Area Overlay District and Zoning Ordinance and other applicable ordinances; represents reinvestment in a residential neighborhood that is consistent with the Comprehensive Plan’s goals for residential land uses; and is consistent with current single- family development pattern of the neighborhood. Page 14 of 47 4a1. 6666666 6666666 66666666666666666666666666! "" ³³³³! ³ ³ ³ ³ ³³" """ " " "" "³³ ³³" ³* ³ ³³ ³ ³³** * ³ * ! ³ * **6666666666666 6 FMFMFMFMFMFMFM 6 6 6 66 66666!!2 !!2 !!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 1885 1253 1889 1875 1881 1860 1880 1890 1870 1850 1254 1819 1845 1855 1867 1154 1827 1903 1175 1840 1833 1901 1247 1905 1831 1885 1907 1835 1911 1830 1836 1902 1838 1235 1908 1908 1914 1151 1916 1841 1851 1859 1865 1871 1875 1199 118712051921 11551171 1145 1242 1892 1919 1838 1248 1145 1920 1840 1230 HUNTER LNORCHARD PL SIBLEY MEMORIAL HWYHUNTER CT ORCHARD CIRGLENHILL RDNearmap US Inc, Dakota County, MN Site Location/Aerial Map1867 Hunter Lane Date: 7/18/2025 City ofMendotaHeights0210 SCALE IN FEET GIS Map Disclaimer:This data is for informational purposes only and should not be substituted for a true title search, property appraisal, plat,survey, or for zoning verification. The City of Mendota Heights assumes no legal responsibility for the information containedin this data. The City of Mendota Heights, or any other entity from which data was obtained, assumes no liability for any errorsor omissions herein. If discrepancies are found, please contact the City of Mendota Heights. Contact "Gopher State One Call" at 651-454-0002 for utility locations, 48 hours prior to any excavation. Page 15 of 47 4a2. Page 16 of 47 4a3. Page 17 of 47 4a4. Page 18 of 47 4a5. Page 19 of 47 4a6. Page 20 of 47 L-101FOREST MITIGATIONPLAN..\..\..\..\..\..\..\Midwest Wetlands - OneDrive - Lucius\Signature.jpgDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LICENSE NO.: 52856 08/07/2025LUCIUS JONETTDWN BY:ISSUE DATE:PROJECT NO.:B0026-0004D:\Midwest Wetland Improvements, LLC\Midwest Wetlands - OneDrive - MWI\Projects\0026 M&M Home Contractors\0004 - Hunter Lane\5_DESIGN\2_CAD\3 PLANSHEETS\L-100 Forest Mitigation Plan.dwg ISSUE NO.:SHEET NO.:SHEET TITLE:8/7/2025 6:51:38 PM SUB CONSULTANT:CLIENT:M&M HOMECONTRACTORS1867 HUNTER LANE HOUSE BUILD 1867 HUNTER LANE MENDOTA HEIGHTS, MN 55118 PROJECT TITLE:HRMCHK'D BY:LNJAPP'D BY:LNJP.O. BOX 448VICTORIA, MN 55386PHONE: (952) 261-9990WWW.MIDWESTWETLANDS.COMDESCRIPTION:DATE:ISSUE NO.:CERTIFICATION:413 PAUL AVE SCOLOGNE, MN 55322PHONE: 952-797-3720WWW.MANDMQUALITY.COM08/07/20250206/19/2025 PRELIMINARY PLAT SUBMITTAL 01 08/07/2025 REVISED PRELIMINARY PLAT SUBMITTAL 02 CITY OF MENDOTA HEIGHTS FOREST MITIGATION NOTES1. Significant tree means a healthy tree measuring a minimum of six inches in diameter fordeciduous trees, 10 feet in height for conifer trees, and is not considered hazardous.2. Heritage tree means a tree of any native species or cultivar of a native species that is 24 inchesin diameter or greater, excluding invasive species.3. The applicant shall post a tree replacement escrow with the City. For every heritage treepreserved on site, the escrow may be reduced by $250.00.4. If seven (7) or more total significant or heritage trees on the property are removed, theapplicant shall mitigate all significant and heritage tree inches measured at DBH at a rate of75%. Example: 84 DBH inches removed x .75 = 63 DBH inches required to be replaced.5. Trees shall not be planted within 10 feet of property lines without written permission of theaffected adjacent property, nor shall trees be planted at lot corners in a way that obstructs adriver's line of sight. If compliance with the tree replacement requirement is not feasible, theCity may approve alternative tree replacement measures, including the planting of trees at analternate site. The alternate site must be public land, and at the choice of the city. The city mayrequire post-construction tree care.6. In order to preserve diversity and provide protection from tree disease and pests; where ten ormore replacement trees are required, not more than 20 percent shall be of the same family, notmore than 10 percent of the same genus, and not more than 5 percent of the same species,unless approved by the City. Tree species of the genus Acer shall be limited to 10 percent oftotal replacement trees planted, due to its over-abundance in the City's forest canopy. Aminimum of 50 percent of replacement trees must be species native to Minnesota orrecommended by the Department of Natural Resources or University of Minnesota Extension.7. When replacement trees are required, replacement trees shall be no less than a one-caliperinch deciduous or six-foot height conifer tree unless approved by the City. No more than threeconsecutive trees of the same species may be planted in a continuous row, including aroundcorners and in groupings.FOREST MANAGEMENT PLAN1. Contact responsible for tree preservation during the course of the project:Mike Fritz413 Paul Ave SCologne, MN 55322(612) 554-25562. Tree replacement escrow reduction = 4 heritage trees preserved x $250 = $1,0003. No existing trees are being removed, therefore a replacement landscape plan fortrees has not been prepared.Page 21 of 47 X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXHUNTER LANE90'(1) SWO(1) SWOROCK INFILTRATION TRENCHROCK INFILTRATION TRENCHDRIVEWAY EASEMENT(1) BCPL-103 116117118121120119122112108109110111101102103113115114107105106104ALL EXISTING TREES IN FRONT YARDTO BE PROTECTED AND PRESERVED.EXISTING TREE CANOPY LINE.L-102LANDSCAPE PLANDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LICENSE NO.: 52856 08/07/2025LUCIUS JONETTDWN BY:ISSUE DATE:PROJECT NO.:B0026-0004D:\Midwest Wetland Improvements, LLC\Midwest Wetlands - OneDrive - MWI\Projects\0026 M&M Home Contractors\0004 - Hunter Lane\5_DESIGN\2_CAD\3 PLANSHEETS\L-102.dwg ISSUE NO.:SHEET NO.:SHEET TITLE:8/7/2025 6:51:42 PM SUB CONSULTANT:CLIENT:M&M HOMECONTRACTORS1867 HUNTER LANE HOUSE BUILD 1867 HUNTER LANE MENDOTA HEIGHTS, MN 55118 PROJECT TITLE:HRMCHK'D BY:LNJAPP'D BY:LNJP.O.BOX 448VICTORIA, MN 55386PHONE: (952) 261-9990WWW.MIDWESTWETLANDS.COMDESCRIPTION:DATE:ISSUE NO.:CERTIFICATION:413 PAUL AVE SCOLOGNE, MN 55322PHONE: 952-797-3720WWW.MANDMQUALITY.COM08/07/20250206/19/2025 PRELIMINARY PLAT SUBMITTAL 01 08/07/2025 REVISED PRELIMINARY PLAT SUBMITTAL 02GROUND COVER LEGENDPLANT LEGENDEXISTING DECIDUOUS TREEDENOTES AREA TO BE SODDED AND IRRIGATED.TOTAL AREA (0.3 AC)TREE SCHEDULESYMBOLQTY.COMMON/BOTANICAL NAMESIZESPACING O.CMATURE DIMENSIONSOVERSTORY DECIDUOUS TREESSWO2Swamp White Oak / Quercus bicolor2.5" BBAS SHOWNH 50'-60' W 40'PLANTING NOTES1.PRIOR TO TREE STAKING AND PLANTING OPERATIONS CONTRACTOR MUST CONTACT GOPHER STATE ONECALL (WWW.GOPHERSTATEONECALL.COM OR 811) TO VERIFY UNDERGROUD UTILITIES. WHERE PRIVATEUTILITIES EXIST ON-SITE THE CONTRACTOR IS REQUIRED TO HAVE THOSE LOCATED AS WELL.2.PLANT MATERIALS SHALL MEET AMERICAN STANDARDS FOR NURSERY STOCK: ANSI Z60.1 LATEST EDITION.HTTP://AMERICANHORT.ORG/DOCUMENTS/ANSI NURSERY STOCK STANDARDS AMERICANHORT 2014.PDF3.NO PLANT SUBSTITUTIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN AUTHORIZATION FROM THE CITY.4.ALL TREE PROTECTION MEASURES TO BE FIELD STAKED PRIOR TO INSTALLATION. CONTRACTOR TOCOORDINATE FIELD REVIEW OF PROPOSED TREE PROTECTION LOCATIONS WITH THE CITY AND PROJECTLANDSCAPE ARCHITECT PRIOR TO ANY TREE PROTECTION INSTALLATION.5.ALL TREE LOCATIONS TO BE FIELD STAKED PRIOR TO INSTALLATION. CONTRACTOR TO COORDINATE FIELDREVIEW OF PROPOSED TREE LOCATIONS WITH THE CITY AND PROJECT LANDSCAPE ARCHITECT PRIOR TOANY TREE INSTALLATION.6.ALL PLANTS SHALL BE PLANTED IMMEDIATELY UPON ARRIVAL TO PROJECT SITE. NO PLANT MATERIAL IS TOBE LEFT OVERNIGHT ON THE PROJECT SITE WITHOUT BEING INSTALLED UNLESS WRITTEN APPROVAL BYCITY.7.IRRIGATION DESIGN TO COVER ALL AREAS SHOWN ON PLAN AS IRRIGATED TO BE COMPLETED BY IRRGIATIONCONTRACTOR .8.PLANTING BEDS SHALL GET 3 INCHES OF 1 12 INCH DRESSER TRAP ROCK MULCH.LANDSCAPE REQUIREMENTSTOTAL PROJECT MINIMUM PLANTING REQUIREMENTS 2 TREESSEC 12-4B-2 SINGLE FAMILY DETACHED AND ATTACHED BUILDING REQUIREMENTS:2 TREES3.aNEW CONSTRUCTION, INCLUDING TEARDOWN AND RECONSTRUCTION OF SINGLE_FAMILY DETACHED ORATTACHED STRUCTURES ARE REQUIRED TO PLANT A MINIMUM OF ONE OVERSTORY DECIDUOUS TREEPER 50-FEET OF LINEAL FRONTAGE OF PUBLIC STREET.SEC 15-3-2 TREE REPLACEMENT REQUIREMENTS 0 TREESNO TREE REMOVALS PROPOSED.NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.1.ALL LOTS MUST BE PLANTED WITH AN ACCEPTABLE GROUND COVER WHICH SHALL BE SODDED OR PLANTEDWITH A NATIVE GROUND COVER.2.ALL NEW OVERSTORY TREES SHALL BE 2.5" CALIPER BALLED AND BURLAPPED TREES.WB 1Whitespire Birch/Betula Clump Populifolia 'White Spire'2.5" BBAS SHOWNH 40'-45' W 30'EXISTING CONIFEROUS TREENEW OVERSTORY DECIDUOUS TREENEW HERBACEOUS PLANT1.ALL DISTURBED AREAS TO BE SODDEDUNLESS NOTED OTHERWISE.2.FOUNDATION PLANTINGS TO BE MULCHEDWITH 1 12" DRESSER TRAP ROCK MULCH.Page 22 of 47 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXROCK INFILTRATION TRENCHROCK INFILTRATION TRENCHROCK MULCHMAINTENANCESTRIP(6) SH(6) SH(18) CA(1) BCP(2) HA(4) HA(2) HA(3) TO(3) TO(3) TO(3) HJ(3) HJ(3) CA(6) SH(4) NF(18) NF(18) SS(4) NF(7) CA(4) CAL-103 121120122112108109113115114L-103LANDSCAPE PLANDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LICENSE NO.: 52856 08/07/2025LUCIUS JONETTDWN BY:ISSUE DATE:PROJECT NO.:B0026-0004D:\Midwest Wetland Improvements, LLC\Midwest Wetlands - OneDrive - MWI\Projects\0026 M&M Home Contractors\0004 - Hunter Lane\5_DESIGN\2_CAD\3 PLANSHEETS\L-102.dwg ISSUE NO.:SHEET NO.:SHEET TITLE:8/7/2025 6:51:48 PM SUB CONSULTANT:CLIENT:M&M HOMECONTRACTORS1867 HUNTER LANE HOUSE BUILD 1867 HUNTER LANE MENDOTA HEIGHTS, MN 55118 PROJECT TITLE:HRMCHK'D BY:LNJAPP'D BY:LNJP.O.BOX 448VICTORIA, MN 55386PHONE: (952) 261-9990WWW.MIDWESTWETLANDS.COMDESCRIPTION:DATE:ISSUE NO.:CERTIFICATION:413 PAUL AVE SCOLOGNE, MN 55322PHONE: 952-797-3720WWW.MANDMQUALITY.COM08/07/20250206/19/2025 PRELIMINARY PLAT SUBMITTAL 01 08/07/2025 REVISED PRELIMINARY PLAT SUBMITTAL 02 PLANT LEGENDPLANT SCHEDULESYMBOLQTY.COMMON/BOTANICAL NAMESIZESPACING O.CMATURE DIMENSIONSHERBACEOUS PLANTSNOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.NF26Walkers Low Catmint/Nepata Faassenii #1 ContainerAS SHOWN30"SS 18Little Bluestem/Schizachyrium scoparium #1 ContainerAS SHOWN24"SH12Prarie Dropseed/Sporobolus heterolepis #3 ContainerAS SHOWN24"CA 36Karl Foerster/Calamagrostis acutiflora #3 ContainerAS SHOWN30"HA8Annabele Hydrangea/Hydrangea arborescens #3 ContainerAS SHOWN5'HJ 6June Hosta/Hosta June #1 ContainerAS SHOWN3'TO 9Little Arborvitae/Thuja occidentalis #5 ContainerAS SHOWN5'GROUND COVER LEGEND1.ALL DISTURBED AREAS TO BE SODDEDUNLESS NOTED OTHERWISE.2.FOUNDATION PLANTINGS TO BE MULCHEDWITH 1 12" DRESSER TRAP ROCK MULCH.EXISTING DECIDUOUS TREEDENOTES AREA TO BE SODDED AND IRRIGATED.TOTAL AREA (0.3 AC)EXISTING CONIFEROUS TREENEW OVERSTORY DECIDUOUS TREENEW HERBACEOUS PLANTPLANTING NOTES1.PRIOR TO TREE STAKING AND PLANTING OPERATIONS CONTRACTOR MUST CONTACT GOPHER STATE ONECALL (WWW.GOPHERSTATEONECALL.COM OR 811) TO VERIFY UNDERGROUD UTILITIES. WHERE PRIVATEUTILITIES EXIST ON-SITE THE CONTRACTOR IS REQUIRED TO HAVE THOSE LOCATED AS WELL.2.PLANT MATERIALS SHALL MEET AMERICAN STANDARDS FOR NURSERY STOCK: ANSI Z60.1 LATEST EDITION.HTTP://AMERICANHORT.ORG/DOCUMENTS/ANSI NURSERY STOCK STANDARDS AMERICANHORT 2014.PDF3.NO PLANT SUBSTITUTIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN AUTHORIZATION FROM THE CITY.4.ALL TREE PROTECTION MEASURES TO BE FIELD STAKED PRIOR TO INSTALLATION. CONTRACTOR TOCOORDINATE FIELD REVIEW OF PROPOSED TREE PROTECTION LOCATIONS WITH THE CITY AND PROJECTLANDSCAPE ARCHITECT PRIOR TO ANY TREE PROTECTION INSTALLATION.5.ALL TREE LOCATIONS TO BE FIELD STAKED PRIOR TO INSTALLATION. CONTRACTOR TO COORDINATE FIELDREVIEW OF PROPOSED TREE LOCATIONS WITH THE CITY AND PROJECT LANDSCAPE ARCHITECT PRIOR TOANY TREE INSTALLATION.6.ALL PLANTS SHALL BE PLANTED IMMEDIATELY UPON ARRIVAL TO PROJECT SITE. NO PLANT MATERIAL IS TOBE LEFT OVERNIGHT ON THE PROJECT SITE WITHOUT BEING INSTALLED UNLESS WRITTEN APPROVAL BYCITY.7.IRRIGATION DESIGN TO COVER ALL AREAS SHOWN ON PLAN AS IRRIGATED TO BE COMPLETED BY IRRGIATIONCONTRACTOR .8.PLANTING BEDS SHALL GET 3 INCHES OF 1 12 INCH DRESSER TRAP ROCK MULCH.LANDSCAPE REQUIREMENTSTOTAL PROJECT MINIMUM PLANTING REQUIREMENTS 2 TREESSEC 12-4B-2 SINGLE FAMILY DETACHED AND ATTACHED BUILDING REQUIREMENTS:2 TREES3.aNEW CONSTRUCTION, INCLUDING TEARDOWN AND RECONSTRUCTION OF SINGLE_FAMILY DETACHED ORATTACHED STRUCTURES ARE REQUIRED TO PLANT A MINIMUM OF ONE OVERSTORY DECIDUOUS TREEPER 50-FEET OF LINEAL FRONTAGE OF PUBLIC STREET.SEC 15-3-2 TREE REPLACEMENT REQUIREMENTS 0 TREESNO TREE REMOVALS PROPOSED.1.ALL LOTS MUST BE PLANTED WITH AN ACCEPTABLE GROUND COVER WHICH SHALL BE SODDED OR PLANTEDWITH A NATIVE GROUND COVER.2.ALL NEW OVERSTORY TREES SHALL BE 2.5" CALIPER BALLED AND BURLAPPED TREES.Page 23 of 47 PRUNE ANY DAMAGED OR BROKEN BRANCHES. DO NOT CUT LEADER.ROOT FLARE MUST BE ABOVE FINISHED GRADE.DO NOT COVER ROOT FLARE WITH MULCHLOOSEN SIDES OF ROOT BALL. REMOVE ANY DEAD, DAMAGED,OR GIRDLING ROOTS.BACKFILL AROUND ROOT BALL WITH LOOSE SOIL. WORK SOILTO SETTLE AND REDUCE VOIDS OR AIR POCKETS.PLACE ROOT BALL ON SOIL BACKFILL SO TOP OF ROOTBALL IS ABOVE FINISHED GRADE.L-101 NOT TO SCALE1 DECIDUOUS TREE PLANTING DETAILSPECIES AS SHOWN ON PLANPRUNE ANY DAMAGED OR BROKEN BRANCHES. DO NOT CUT LEADER.ROOT FLARE MUST BE ABOVE FINISHED GRADE.DO NOT COVER ROOT FLARE WITH MULCHCONTAINER GROWN MATERIALS SHALL HAVE ROOTS HANDS LOOSENEDUPON PLANTING; PRUNE ANY DEAD OR DESICCATED ROOTSBACKFILL AROUND ROOTS WITH LOOSE SOIL. WORK SOILTO SETTLE AND REDUCE VOIDS OR AIR POCKETS.HOLE SHOULD BE EXCAVATED SUCH THAT ROOTS ARE VERTICAL ANDFULLY EXTENDED. SCARIFY BOTTOM OF PIT (6 IN. MIN.)SPECIES AS SHOWN ON PLANPRUNE ANY DAMAGED OR BROKEN BRANCHES. DO NOT CUT LEADER.ROOT FLARE MUST BE ABOVE FINISHED GRADE.DO NOT COVER ROOT FLARE WITH MULCHLOOSEN SIDES OF ROOT BALL. REMOVE ANY DEAD, DAMAGED,OR GIRDLING ROOTS.BACKFILL AROUND ROOT BALL WITH LOOSE SOIL. WORK SOILTO SETTLE AND REDUCE VOIDS OR AIR POCKETS.PLACE ROOT BALL ON SOIL BACKFILL SO TOP OF ROOTBALL IS ABOVE FINISHED GRADE.L-101 NOT TO SCALE2 SHRUB & CONTAINER PLANTING DETAILL-101 NOT TO SCALE3 CONIFEROUS TREE PLANTING DETAILDRIP LINE OF TREE.L-101 NOT TO SCALE4 TREE PROTECTION FENCE DETAIL4' HIGH SAFETY FENCE ATTACHED TO STEEL POSTS ATDRIP LINE OF EXISTING TREES TO BE PROTECTED.SPECIES AS SHOWN ON PLAN2X ROOT BALL DIA. MIN.2X ROOT BALL DIA. MIN.2X ROOT BALL DIA. MIN.18"4'L-104LANDSCAPE DETAILSDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.LICENSE NO.: 52856 08/07/2025LUCIUS JONETTDWN BY:ISSUE DATE:PROJECT NO.:B0026-0004D:\Midwest Wetland Improvements, LLC\Midwest Wetlands - OneDrive - MWI\Projects\0026 M&M Home Contractors\0004 - Hunter Lane\5_DESIGN\2_CAD\3 PLANSHEETS\L-104.dwg ISSUE NO.:SHEET NO.:SHEET TITLE:8/7/2025 6:51:45 PM SUB CONSULTANT:CLIENT:M&M HOMECONTRACTORS1867 HUNTER LANE HOUSE BUILD 1867 HUNTER LANE MENDOTA HEIGHTS, MN 55118 PROJECT TITLE:HRMCHK'D BY:LNJAPP'D BY:LNJP.O.BOX 448VICTORIA, MN 55386PHONE: (952) 261-9990WWW.MIDWESTWETLANDS.COMDESCRIPTION:DATE:ISSUE NO.:CERTIFICATION:413 PAUL AVE SCOLOGNE, MN 55322PHONE: 952-797-3720WWW.MANDMQUALITY.COM08/07/20250206/19/2025 PRELIMINARY PLAT SUBMITTAL 01 08/07/2025 REVISED PRELIMINARY PLAT SUBMITTAL 02 Page 24 of 47 F.D.RADON -UPUP (17) EQ. R.& 10" TREADSW/ 1" NOSINGWOOD10'X10'STAIRCASEFEATURESFURNACEWATER HEATERSUMP BASKETFLOOR DRAINWASHERDRYERLAUNDRY SINKFIREPLACESINKDISHWASHERREFRIGERATORVANITY/SINKTOILETSHOWERTUB/SHOWERUNITDOORWINDOWCLOSETSHELVINGSUPPORTPOSTSTRUCTURALBEAMSTAIRCASEINFORMATIONROOMNAMEATTIC ACCESSNOTE: KEY SHOWS INFORMATION/DETAILS THAT ARE NOT TYPICALLYNOTED, REFER TO PLAN FOR ADDITIONAL INFORMATION/DETAILSSQUARE FOOTAGE CALCULATIONSFINISHED SQ. FTG.3190 SQ.FTUNFINISHED SQ. FTG. 147 SQ.FT.OVERALL BASEMENT SQ. FTG. 3337 SQ.FT.FINISHED SQ. FTG.2318 SQ.FT.GARAGE SQ. FTG. 1195 SQ.FT.OVERALL FIRST FLOOR SQ. FTG. 3513 SQ.FT.FINISHED SQ. FTG. 2057 SQ.FT.TOTAL FINISHED SQ. FTG:7565 SQ.FT.GRAND TOTAL SQ. FTG: 8907 SQ.FT.DRAWING TITLE:5−28−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25SHEET INDEX::::C COVERA1 FRONT ELEVATIONA2 LEFT ELEVATIONA3 REAR ELEVATIONA4 RIGHT ELEVATIONA5 ROOF PLANA6 FOUNDATION PLANA7 FINISHED BASEMENT PLANA8 FIRST FLOOR PLANSA9 SECOND FLOOR PLAND1 BUILDING SECTIONSD2 BUILDING SECTIOND3 BUILDING SECTIOND4 BUILDING SECTIOND5 DETAILSD6 DETAILSR1 RADON DETAILSS1 BASEMENT WALL BRACINGS2 1ST FLOOR BRACINGS3 2ND FLOOR BRACING & DETAILS1. ALL CEILINGS ARE TO HAVE 5/8" NON-SAGGYPSUM BOARD UNLESS OTHERWISE NOTED.2. ALL WALLS ARE TO HAVE 12" GYPSUMBOARD UNLESS OTHERWISE NOTED.3. GARAGE CEILING AND WALLS THAT ADJOINHOUSE WALLS ARE TO BE 58" GYPSUMBOARD PER CODE.1. ALL WINDOWS AND DOORS TO BE DOUBLE PANEGLASS PANELS WITH LOW-E RATINGS.2. ANY WINDOW WITHIN 24" OF A DOOR SWING MUSTBE TEMPERED PER CODE.3. ANY WINDOW ABOVE A TUB/WET AREA MUST BETEMPERED PER CODE.4. ANY WINDOW WITHIN A STAIRWAY MUST BETEMPERED PER CODE.5. WINDOW GLAZING MUST BE AT LEAST 18" A.F.F.WHEN WINDOW IS ABOVE 6' FROM GRADE. IF WITHIN18", WINDOW MUST BE TEMPERED.6. ALL BEDROOMS TO HAVE AT LEAST ONE WINDOWTHAT HAS A CLEAR EGRESS OPENING OF 5.7 SQ. FT.WITH MIN. DIMENSIONS OF 24" IN HEIGHT AND 20"IN WIDTH, SILL HEIGHT NOT TO BE GREATER THAN 44"A.F.F.7. WINDOWS WITH SILLS WITHIN 3' OF THE FLOORTHEY SERVE AND ARE 72" ABOVE GRADE MUST EITHERHAVE A FALL PREVENTION OR OPENING LIMITERDEVICE PER CODE.1. ALL ELECTRICAL AND MECHANICAL EQUIPMENT TOBE VERIFIED AND INSTALLED PER CODE BY APPROVEDTRADES AND INSTALLERS.2. HVAC CONTRACTOR TO VERIFY LAYOUT FORDUCT-RUNS BEFORE INSTALLATION, IF MODIFICATIONIS REQUIRED, REPORT INFORMATION/CHANGES TOCONTRACTOR & LITTFIN DESIGN.1. ALL EXTERIOR WALLS TO BE 16" O.C. WITH ADOUBLE TOP PLATE UNLESS OTHERWISE NOTED.2. WALL FRAMING SHALL BE S.P.F. STUD GRADE ORBETTER UNLESS NOTED OTHERWISE (U.N.O.)3. ALL HEADERS SHALL BE PER PLAN4. ALL EXTERIOR HEADERS SHALL HAVE(1)2X6 BEARING STUD & (1) 2X6 FULL HEIGHT KINGSTUD ON EACH SIDE U.N.O. (REVIEW PLANS)5. ALL INTERNAL HEADERS & BEAMS SHALL HAVE(1)2X6 OR (1)2X4 BEARING STUD ON EACH SIDE U.N.O.6. EXTERIOR SHEATHING SHALL BE 7/16" MATERIALCONSISTING OF ORIENTED STRAND BOARD (OSB).-ALLFLOOR AND CEILING SYSTEMS TO BE CHECKED ANDDESIGNED BY THE DESIGNATED MANUFACTURER.FLOOR PLANS TO BE ON SITE.7. HEADER SIZES ARE TO BE USED PERPLAN AND DEVIATION FROM ANY SIZE MUST BEAPPROVED BY DESIGNERS.8. PRESSURE TREADED WOOD IS TO BE USED WHEREWOOD IS IN CONTACT WITH CONCRETE AND AT 2X6MUD SILL. TREATED MEMBERS TO BE S.Y.P.#2 ORBETTER.9. FOR OPENINGS IN EXTERIOR WALLS (OR WALLS W/LATERAL LOADING:a. 0'-0" - 4'-0"= 1 JACK STUDb. 4'-0" - 8'-0"= 2 JACK STUDSc. 8'-0" - 12'-0" = 3 JACK STUDSd. GREATER THAN 12' = CONSULT ENG.10. POSTS CALLED OUT ARE NUMBER OFTRIMMER/JACK STUDS REQUIRED PER SIDE OFOPENING.1. ALL CONCRETE FOOTINGS AND FOUNDATIONSYSTEMS ARE DESIGNED FOR A 2000 P.SF. SOIL.2. FOUNDATION WALLS SHALL BE FULL HEIGHT ATUNBALANCED FILL GREATER THAN 3'4".3. 1/2" ANCHOR BOLTS EMBEDDED 7" MINIMUM @ 6'O.C. MAX. 12" MIN, FROM EACH END. MINIMUM OF 2BOLTS IN EACH SILL PLATE (REFER TO STRUCTURALPAGES).4. PAD FOOTING REINFORCEMENT IS TO BE LOCATED(3") FROM BOTTOM OF FOOTING TYP. (WHENREQUIRED)5. REFER TO STRUCTURAL PAGES FOR ADDITIONALINFORMATION REGARDING RE-BAR/ETC.6. CCOVERSHEETSCALED PRINT @ 24X36SINGLE FAMILY CONSTRUCTION TYPE IRC-1-2020 MINNESOTA STATE RESIDENTIAL CODE-2020 NATIONAL ELECTRICAL CODE-2020 MINNESOTA STATE MECHANICAL&FUEL GASCODE-2020 MINNESOTA STATE FIRE CODE-2020 MINNESOTA PLUMBING CODEDESIGNED WITH 2000 PSI SOILS, ALL FOUNDATIONCONSTRUCTION MUST FACTOR IN THIS AT A MINIMUM.DESIGNED WITH "EXPOSURE B" CLASSIFICATIONS ANDWINDGUSTS OF 115 MPH PER 2020 MN RESIDENTIAL CODEREGULATIONS.-ALL FOUNDATION WALL STRUCTURAL INFORMATIONUSED TO CONSTRUCT THE FOUNDATION SYSTEM IS TOBE ON SITE WHEN POURING OR BUILDING WALLS.-ALL STRUCTURAL BEAMS, POSTS & TALL WALLS ARETO BE BUILT PER I-LEVEL SPECIFICATIONS.-ALL MANUFACTURED FLOOR & ROOF TRUSSES ARETO BE INSTALLED PER MANUFACTURERSSPECIFICATIONS.-ALL MANUFACTURED FLOOR & ROOF TRUSSSPECIFICATIONS ARE TO BE ON SITE DURINGINSTALLATION.-SH3050 EQUALS SINGLE HUNG 3'0" BY 5'0"-FX2646 EQUALS FIXED 2'6" BY 4'6"1. ALL EXTERIOR WALLS TO HAVE A MINIMUMRATING OF R-20.2. ALL ATTIC SPACES ARE TO HAVE A MINIMUMRATING OF R-49.3. ALL FLOOR SPACES OVER UNCONDITIONEDSPACE OR CANTILEVERED ARE TO BEINSULATED TO MIN. R30.Page 25 of 474a7. SCALE: 1/4" = 1'-0" FRONT ELEVATION1R 5 '-6 "4'-0"2'-8 1/4"SMART PANEL DETAIL4" TRIM PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.6" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.3" PRECAST CAPPER SPEC.1'X1' SOLID COLUMN ON 1'8" SQUARE CMUBASE W/STONE VENEER & 3" PRECAST CAP PER DETAIL4" TRIM PER SPEC.R7'-3 1/2"4'-0"10'-1 1/8"8'-0"9'-1 1/8"8'-0"1'-8 3/4"6"10'-0"8 1/4"EPDM FLATROOF SYSTEMSMART PANEL DETAIL12" TRIM PER SPEC.6" TRIM PER SPEC.12" TRIM PER SPEC.6" TRIM PER SPEC.EPDM FLATROOF SYSTEM10'-9 3/8"6"11'-0"8'-6"4" TRIM PER SPEC.4'-9 3/4"2'6"X5' FIXED WINDOWW/ BLACK BACKERNOTE:GARAGE WINDOWS TOHAVE PRIVACY TINT.HANGING PORCH LIGHTBELOW ROOF.21'-11 3/4"PANEL MATERIALPER SPEC.PITCH CHANGE1. ICE AND WATER BARRIER @ BOTTOM 6'OF ALL ROOF LINES, EXTEND BARRIERMIN. 3' ON EACH SIDE OF VALLEY,COVER ENTIRE FACE OF ROOFSADDLES. VERIFY ADDITIONALLOCATIONS OF ICE AND WATERBARRIER AS NEEDED IN FIELD.2. PROVIDE ROOF AND SOFFIT VENTS PERIRC CODE REGULATIONS.3. ALL FURNACE FLUES, PLUMBING VENTS,FIREPLACE VENTS, AND OTHERPENETRATIONS THROUGH ROOF ORWALLS TO EXTEND THROUGH REAR OFHOME WHENEVER POSSIBLE.4. ALL PENETRATIONS THROUGHEXTERIOR WALLS OR ROOFING MUSTBE SEALED AND FLASHED PERMANUFACTURE. SPECIFICATIONS ANDIRC CODE REGULATIONS.5. SUPPLY AT LEAST 6" OF SPACEBETWEEN BOTTOMS OF WINDOWS ANDROOFS.6. ALL BEAMS HOLDING UP PORCH ROOFSARE TO BE DROPPED UNLESSOTHERWISE NOTED.7. SUPPLY DRIPCAPS ON ALL WINDOWSAND DOORS.8. ALL EXTERIOR TRIM TO BE FLASHEDPER CODE.9. SUPPLY SEPARATION BETWEEN WOOD,COMPOSITE WOOD, AND ANY OTHERWOOD MATERIAL PER SPECIFICATIONS.10. HOLD STONE OFF GRADE MINIMUM OF3" OR PER TRADE SPECIFICATIONS.11. REFER TO MANUFACTURESPECIFICATIONS FOR STONE.12. GARAGE BUCK BOARD MATERIAL IS TOBE COMPOSITE WOOD AND SIZED TOCOVER THE EDGE OF STONE.13. GRADE CONDITIONS MAY VARY ON SITE.BASE3" PRE-CAST CONCRETECAP EXTENDED 2" PASTEDGES OF STONE BELOWMIN. (1)#4 REBAR DOWELEXTENDED THROUGH BASE12" CMU BLOCK, FILLED (OR)POURED IN PLACE BASETO HEIGHT NOTED ONEXTERIOR ELEVATIONSEXTEND DOWEL 4" INTO FOUNDATIONOR SLAB BELOW (OR) ANCHORPER MASON DETAILSTONE FINISH AT SIDESOF COLUMN PER EXTERIORS3/4" = 1'-0"12"X12" COLUMN OVER 1'8" SQUARE STONE BASE DETAIL3CEILING/DROPPEDBEAM PER PLAN8" TRIM BOARDMETAL CONNECTOR@ TOP12" COLUMN FINISHMATERIAL PER SPEC.CENTER POST, VERIFYWITH PLAN.SECTIONTOPCENTER POST, VERIFYWITH PLAN.12" COLUMN FINISHMATERIAL PER SPEC.METAL CONNECTOR@ BASE8" TRIM BOARD12" COLUMN FINISHMATERIAL PER SPEC.@ ALL SIDES.2X FRAMING AT MIDDLETO SUPPORT FINISHES.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.2' X 2' BRACKET MADE OF6" X 6" CEDAR W/ 45o ANGLEDCENTER ELEMENT, W/ 2" 45oCHAMFER ENDS AS SHOWN- PER SPECSCALE: 1/2" = 1'-0" 2'X2' DECORATIVE BRACKET245.0°-MATERIAL: SMART-SIDING,VERIFY W/ SPEC.-MATERIAL: COMPOSITE,VERIFY W/ SPEC.DRAWING TITLE:5−28−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25A1FRONTELEVATIONSCALED PRINT @ 24X36Page 26 of 474a8. 4'-0"4" TRIM PER SPEC.8" TRIM BOARD PER SPEC.6" TRIM BOARD PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.6" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.6" FRIEZE PER SPEC.3" PRECAST CAPPER SPEC.4" TRIM PER SPEC.4" TRIM PER SPEC.4" TRIM PER SPEC.10'-9 3/8"6"11'-0"EPDM FLATROOF SYSTEM10'-1 1/8"8'-0"9'-1 1/8"8'-0"1'-8 3/4"6"3'-4"6'-9 1/2"1'-6 3/4"5'-3"36" CODE RAILING12" DECK RIM6X6 DECK POST PER SPEC.NOTE:GARAGE WINDOWS TOHAVE PRIVACY TINT.36" CODE RAILING36" CODE RAILING8'-6"1. ICE AND WATER BARRIER @ BOTTOM 6'OF ALL ROOF LINES, EXTEND BARRIERMIN. 3' ON EACH SIDE OF VALLEY,COVER ENTIRE FACE OF ROOFSADDLES. VERIFY ADDITIONALLOCATIONS OF ICE AND WATERBARRIER AS NEEDED IN FIELD.2. PROVIDE ROOF AND SOFFIT VENTS PERIRC CODE REGULATIONS.3. ALL FURNACE FLUES, PLUMBING VENTS,FIREPLACE VENTS, AND OTHERPENETRATIONS THROUGH ROOF ORWALLS TO EXTEND THROUGH REAR OFHOME WHENEVER POSSIBLE.4. ALL PENETRATIONS THROUGHEXTERIOR WALLS OR ROOFING MUSTBE SEALED AND FLASHED PERMANUFACTURE. SPECIFICATIONS ANDIRC CODE REGULATIONS.5. SUPPLY AT LEAST 6" OF SPACEBETWEEN BOTTOMS OF WINDOWS ANDROOFS.6. ALL BEAMS HOLDING UP PORCH ROOFSARE TO BE DROPPED UNLESSOTHERWISE NOTED.7. SUPPLY DRIPCAPS ON ALL WINDOWSAND DOORS.8. ALL EXTERIOR TRIM TO BE FLASHEDPER CODE.9. SUPPLY SEPARATION BETWEEN WOOD,COMPOSITE WOOD, AND ANY OTHERWOOD MATERIAL PER SPECIFICATIONS.10. HOLD STONE OFF GRADE MINIMUM OF3" OR PER TRADE SPECIFICATIONS.11. REFER TO MANUFACTURESPECIFICATIONS FOR STONE.12. GARAGE BUCK BOARD MATERIAL IS TOBE COMPOSITE WOOD AND SIZED TOCOVER THE EDGE OF STONE.13. GRADE CONDITIONS MAY VARY ON SITE.BASE3" PRE-CAST CONCRETECAP EXTENDED 2" PASTEDGES OF STONE BELOWMIN. (1)#4 REBAR DOWELEXTENDED THROUGH BASE12" CMU BLOCK, FILLED (OR)POURED IN PLACE BASETO HEIGHT NOTED ONEXTERIOR ELEVATIONSEXTEND DOWEL 4" INTO FOUNDATIONOR SLAB BELOW (OR) ANCHORPER MASON DETAILSTONE FINISH AT SIDESOF COLUMN PER EXTERIORS3/4" = 1'-0" 12"X12" COLUMN OVER 1'8" SQUARE STONE BASE DETAIL3CEILING/DROPPEDBEAM PER PLAN8" TRIM BOARDMETAL CONNECTOR@ TOP12" COLUMN FINISHMATERIAL PER SPEC.CENTER POST, VERIFYWITH PLAN.SECTIONTOPCENTER POST, VERIFYWITH PLAN.12" COLUMN FINISHMATERIAL PER SPEC.METAL CONNECTOR@ BASE8" TRIM BOARD12" COLUMN FINISHMATERIAL PER SPEC.@ ALL SIDES.2X FRAMING AT MIDDLETO SUPPORT FINISHES.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.2' X 2' BRACKET MADE OF6" X 6" CEDAR W/ 45o ANGLEDCENTER ELEMENT, W/ 2" 45oCHAMFER ENDS AS SHOWN- PER SPECSCALE: 1/2" = 1'-0" 2'X2' DECORATIVE BRACKET245.0°-MATERIAL: SMART-SIDING,VERIFY W/ SPEC.-MATERIAL: COMPOSITE,VERIFY W/ SPEC.DRAWING TITLE:5−28−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25A2LEFTELEVATIONSCALED PRINT @ 24X36Page 27 of 474a9. SCALE: 1/4" = 1'-0" REAR ELEVATION1PITCH CHANGE4" TRIM PER SPEC.4" TRIM PER SPEC.4" TRIM PER SPEC.4" TRIM PER SPEC.4" TRIM PER SPEC.6" TRIM BOARD PER SPEC.8" TRIM BOARD PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.6" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.6" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.10'-1 1/8"8'-0"9'-1 1/8"8'-0"1'-8 3/4"6"3'-4"8'-9 1/2"1'-6 3/4"7'-0"36" CODE RAILING12" DECK RIM12" DECK RIM36" CODE RAILINGDECK POSTSPER PLAN8'-7 1/8"10'-1 1/8"8'-0"9'-1 1/8"8'-0"1'-8 3/4"6"3'-4"6'-9 1/2"1'-6 3/4"5'-3"1. ICE AND WATER BARRIER @ BOTTOM 6'OF ALL ROOF LINES, EXTEND BARRIERMIN. 3' ON EACH SIDE OF VALLEY,COVER ENTIRE FACE OF ROOFSADDLES. VERIFY ADDITIONALLOCATIONS OF ICE AND WATERBARRIER AS NEEDED IN FIELD.2. PROVIDE ROOF AND SOFFIT VENTS PERIRC CODE REGULATIONS.3. ALL FURNACE FLUES, PLUMBING VENTS,FIREPLACE VENTS, AND OTHERPENETRATIONS THROUGH ROOF ORWALLS TO EXTEND THROUGH REAR OFHOME WHENEVER POSSIBLE.4. ALL PENETRATIONS THROUGHEXTERIOR WALLS OR ROOFING MUSTBE SEALED AND FLASHED PERMANUFACTURE. SPECIFICATIONS ANDIRC CODE REGULATIONS.5. SUPPLY AT LEAST 6" OF SPACEBETWEEN BOTTOMS OF WINDOWS ANDROOFS.6. ALL BEAMS HOLDING UP PORCH ROOFSARE TO BE DROPPED UNLESSOTHERWISE NOTED.7. SUPPLY DRIPCAPS ON ALL WINDOWSAND DOORS.8. ALL EXTERIOR TRIM TO BE FLASHEDPER CODE.9. SUPPLY SEPARATION BETWEEN WOOD,COMPOSITE WOOD, AND ANY OTHERWOOD MATERIAL PER SPECIFICATIONS.10. HOLD STONE OFF GRADE MINIMUM OF3" OR PER TRADE SPECIFICATIONS.11. REFER TO MANUFACTURESPECIFICATIONS FOR STONE.12. GARAGE BUCK BOARD MATERIAL IS TOBE COMPOSITE WOOD AND SIZED TOCOVER THE EDGE OF STONE.13. GRADE CONDITIONS MAY VARY ON SITE.BASE3" PRE-CAST CONCRETECAP EXTENDED 2" PASTEDGES OF STONE BELOWMIN. (1)#4 REBAR DOWELEXTENDED THROUGH BASE12" CMU BLOCK, FILLED (OR)POURED IN PLACE BASETO HEIGHT NOTED ONEXTERIOR ELEVATIONSEXTEND DOWEL 4" INTO FOUNDATIONOR SLAB BELOW (OR) ANCHORPER MASON DETAILSTONE FINISH AT SIDESOF COLUMN PER EXTERIORS3/4" = 1'-0"12"X12" COLUMN OVER 1'8" SQUARE STONE BASE DETAIL3CEILING/DROPPEDBEAM PER PLAN8" TRIM BOARDMETAL CONNECTOR@ TOP12" COLUMN FINISHMATERIAL PER SPEC.CENTER POST, VERIFYWITH PLAN.SECTIONTOPCENTER POST, VERIFYWITH PLAN.12" COLUMN FINISHMATERIAL PER SPEC.METAL CONNECTOR@ BASE8" TRIM BOARD12" COLUMN FINISHMATERIAL PER SPEC.@ ALL SIDES.2X FRAMING AT MIDDLETO SUPPORT FINISHES.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.2' X 2' BRACKET MADE OF6" X 6" CEDAR W/ 45o ANGLEDCENTER ELEMENT, W/ 2" 45oCHAMFER ENDS AS SHOWN- PER SPECSCALE: 1/2" = 1'-0" 2'X2' DECORATIVE BRACKET245.0°-MATERIAL: SMART-SIDING,VERIFY W/ SPEC.-MATERIAL: COMPOSITE,VERIFY W/ SPEC.DRAWING TITLE:5−28−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25A3REARELEVATIONSCALED PRINT @ 24X36Page 28 of 474a10. SCALE: 1/4" = 1'-0" RIGHT ELEVATION14'-0"2'-8 1/4"4" TRIM PER SPEC.4" TRIM PER SPEC.(2)2'6"X4' FIXED WINDOWW/ BLACK BACKER(2)2'6"X4' FIXED WINDOWW/ BLACK BACKER4" TRIM PER SPEC.DECORATIVE CEDARBRACKET PER DETAIL4" TRIM PER SPEC.6" TRIM BOARD PER SPEC.METAL ROOFMETAL ROOFMETAL ROOFMETAL ROOF8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4"SHADOW BOARDPER SPEC.6" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.6" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.8" FRIEZE PER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.1'X1' SOLID COLUMN ON 1'8" SQUARECMU BASE W/STONE VENEER& 3" PRECAST CAPPER DETAIL3" PRECAST CAPPER SPEC.8" FASCIA W/ 4" SHADOWBOARD PER SPEC.PITCH CHANGEPITCH CHANGESMART PANEL DETAIL5'-3"4" TRIM PER SPEC.5 1/2"10'-9 3/8"6"11'-0"EPDM FLATROOF SYSTEM5'-3"10'-1 1/8"8'-0"9'-1 1/8"8'-0"1'-8 3/4"6"3'-4"8'-9 1/2"1'-6 3/4"7'-0"12" DECK RIM36" CODE RAILING2'6"X5' FIXED WINDOWW/ BLACK BACKERNOTE:GARAGE WINDOWS TOHAVE PRIVACY TINT.36" CODE RAILING36" CODE RAILING8'-6"6"3'-4"5'-9 1/2"4'-3"20'-4"8'-5 1/2"5'-0"3'-0"6'-0"4'-0"5 1/2"5'-0"3'-0"6'-0"4'-0"DECK POSTSPER PLAN1. ICE AND WATER BARRIER @ BOTTOM 6'OF ALL ROOF LINES, EXTEND BARRIERMIN. 3' ON EACH SIDE OF VALLEY,COVER ENTIRE FACE OF ROOFSADDLES. VERIFY ADDITIONALLOCATIONS OF ICE AND WATERBARRIER AS NEEDED IN FIELD.2. PROVIDE ROOF AND SOFFIT VENTS PERIRC CODE REGULATIONS.3. ALL FURNACE FLUES, PLUMBING VENTS,FIREPLACE VENTS, AND OTHERPENETRATIONS THROUGH ROOF ORWALLS TO EXTEND THROUGH REAR OFHOME WHENEVER POSSIBLE.4. ALL PENETRATIONS THROUGHEXTERIOR WALLS OR ROOFING MUSTBE SEALED AND FLASHED PERMANUFACTURE. SPECIFICATIONS ANDIRC CODE REGULATIONS.5. SUPPLY AT LEAST 6" OF SPACEBETWEEN BOTTOMS OF WINDOWS ANDROOFS.ROOFS.6. ALL BEAMS HOLDING UP PORCH ROOFSARE TO BE DROPPED UNLESSOTHERWISE NOTED.7. SUPPLY DRIPCAPS ON ALL WINDOWSAND DOORS.8. ALL EXTERIOR TRIM TO BE FLASHEDPER CODE.9. SUPPLY SEPARATION BETWEEN WOOD,COMPOSITE WOOD, AND ANY OTHERWOOD MATERIAL PER SPECIFICATIONS.10. HOLD STONE OFF GRADE MINIMUM OF3" OR PER TRADE SPECIFICATIONS.11. REFER TO MANUFACTURESPECIFICATIONS FOR STONE.12. GARAGE BUCK BOARD MATERIAL IS TOBE COMPOSITE WOOD AND SIZED TOCOVER THE EDGE OF STONE.13. GRADE CONDITIONS MAY VARY ON SITE.BASE3" PRE-CAST CONCRETECAP EXTENDED 2" PASTEDGES OF STONE BELOWMIN. (1)#4 REBAR DOWELEXTENDED THROUGH BASE12" CMU BLOCK, FILLED (OR)POURED IN PLACE BASETO HEIGHT NOTED ONEXTERIOR ELEVATIONSEXTEND DOWEL 4" INTO FOUNDATIONOR SLAB BELOW (OR) ANCHORPER MASON DETAILSTONE FINISH AT SIDESOF COLUMN PER EXTERIORS3/4" = 1'-0" 12"X12" COLUMN OVER 1'8" SQUARE STONE BASE DETAIL3CEILING/DROPPEDBEAM PER PLAN8" TRIM BOARDMETAL CONNECTOR@ TOP12" COLUMN FINISHMATERIAL PER SPEC.CENTER POST, VERIFYWITH PLAN.SECTIONTOPCENTER POST, VERIFYWITH PLAN.12" COLUMN FINISHMATERIAL PER SPEC.METAL CONNECTOR@ BASE8" TRIM BOARD12" COLUMN FINISHMATERIAL PER SPEC.@ ALL SIDES.2X FRAMING AT MIDDLETO SUPPORT FINISHES.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.CENTER POST, VERIFYWITH PLAN, MAY BE ATCORNER.2' X 2' BRACKET MADE OF6" X 6" CEDAR W/ 45o ANGLEDCENTER ELEMENT, W/ 2" 45oCHAMFER ENDS AS SHOWN- PER SPECSCALE: 1/2" = 1'-0" 2'X2' DECORATIVE BRACKET245.0°-MATERIAL: SMART-SIDING,VERIFY W/ SPEC.-MATERIAL: COMPOSITE,VERIFY W/ SPEC.DRAWING TITLE:5−28−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25A4RIGHTELEVATIONSCALED PRINT @ 24X36Page 29 of 474a11. 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.)P.T. 2X12 JOISTS12" O.C. SPACINGP.T. 2X12 JOISTS12" O.C. SPACING36" CODE RAILING36" CODE RAILINGUP (17) EQ. R.& 10" TREADSW/ 1" NOSINGNOTE:DECK FOOTINGS SIZED TOACCOMODATE FUTUREROOF OVER PORCH.FTG/POST A: 6X6 POST W/ SIMPSON BASE CONNECTION &METAL CONNECTOR TO BEAM ABV. W/12" SONO-TUBE TO FROST DEPTH.FTG/POST B: 6X6 POST W/ SIMPSON BASE CONNECTION &METAL CONNECTOR TO BEAM ABV. W/12" SONO-TUBE W/ 24" SPREAD BASE TO FROST DEPTH.FTG/POST C: 6X6 POST W/ SIMPSON BASE CONNECTION &METAL CONNECTOR TO BEAM ABV. W/12" SONO-TUBE W/ 26" SPREAD BASE TO FROST DEPTH.FOOTING NOTES:BACKFILL W/ GRAVEL/SANDCOMPACTED FILL BELOW FOOTINGSUP (17) EQ. R.& 10" TREADSW/ 1" NOSINGF.D.RADON -UP 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.)18" FLOOR TRUSS, MIN. L/480,19.2" O.C.SPACING (VERIFY W/ TRUSS MANUF.)F.D. 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.) 18" FLOOR TRUSS, MIN. L/480,19.2" O.C. SPACING (VERIFY W/ TRUSS MANUF.)C JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC JC J6"8"8"6"8"8"8"8"6"6"10"10"6"6"10"10"6"6"10"10"6"10"6"10"6"10"6"10"6"10"6"10"6"10"6"10"6"10"6"10"6"8"6"8"10"1'-0"6"8"4'-3"3'-2"36'-3"43'-8"1'-0"57'-2"22'-0"15'-9 1/4"6'-0"2 3/4"123'-10"9'-8"6'-6"6'-6"2'-0"1'-10"18'-0"1'-10"8"9'-0"1'-4"8"9'-0"1'-4"21'-8"11'-0"11'-2"6'-0"11'-0"1'-0"11'-10"16'-0"10'-6"1'-0"2'-8"55'-10"6"6"8"10"5'-10"6'-0"10'-1"5'-11"5'-0 3/4"5'-5 1/4"4'-0"101'-10"24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.20" X 8" CONT.SPREAD FTG.9'-0"9'-0"10'-9 1/4"11'-3 1/4"4'-8 1/2"12'-3"16'-11 1/2"22'-0 1/2"39'-0"2'-0"18'-0"59'-0"9 1/4"7'-6 1/2"2 3/4"8'-0"12'-4"15'-9 1/4"2 3/4"4'-0"16'-0"2'-0"4'-0"13'-9 1/2"9'-4 1/2"11'-5"8"2'-8"2'-6"1'-1 1/2"2'-6"3'-10 3/4"8'-0"18'-5 3/4"6'-5 1/2"8"8"8"8"8"8"8"8"9'-8"12'-0"3'-11"3'-6"3'-6"2'-2"5'-7"36'-8"61'-4"6'-7"5'-0"8"7"17'-4"2'-6"8"11'-11"6'-0"17'-3"4'-8 1/2"11"5'-3"2'-2"1'-1"10'-11"6'-1 1/2"8"2'-10"7'-7"2'-6"8 1/2"5'-4"11'-1"3'-7 1/2"7'-10"3'-10"10"11'-6"1'-2"8"8"8"23'-9"8"8"20" X 8" CONT.SPREAD FTG.36" CODE RAILING20'-4"37'-8"1'-0"2 3/4"7'-10 3/4"9'-8"2 3/4"18'-0"20" X 8" CONT.SPREAD FTG.7 1/4"5 1/2"7 1/4"4" CONCRETE SLAB OVER6 MIL. VAPOR BARRIEROVER 6" GRANULARCOMPACTED FILL4" CONCRETE SLAB W/FIBERMESH REINFORCEMENTOVER COMPACTED FILL4" CONCRETE SLAB OVER DROPPED 1'-4 3/4"6 MIL. VAPOR BARRIEROVER 6" GRANULAR COMPACTED FILLSCALE: 1/4" = 1'-0" 3190 FINISHED SQUARE FEET / 147 UNFINISHED SQUARE FEET FOUNDATION PLAN1MIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERMIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERMIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERMIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERMIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERMIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERFOUNDATIONS @ LIVING/BASEMENTAREAS ARE HELD IN 2" WITH A 2X8SILL PLATE OVER 2" EXT. FOAMINSULATION PER DETAILS. AREASADJACENT TO STOOPS, GARAGE, ORWALKOUTS HAVE CANTILEVEREDSILLS.FOUNDATIONS @ LIVING/BASEMENTAREAS ARE HELD IN 2" WITH A 2X8SILL PLATE OVER 2" EXT. FOAMINSULATION PER DETAILS. AREASADJACENT TO STOOPS, GARAGE, ORWALKOUTS HAVE CANTILEVEREDSILLS.FOUNDATIONS @ LIVING/BASEMENTAREAS ARE HELD IN 2" WITH A 2X8SILL PLATE OVER 2" EXT. FOAMINSULATION PER DETAILS. AREASADJACENT TO STOOPS, GARAGE, ORWALKOUTS HAVE CANTILEVEREDSILLS.FOUNDATIONS @ LIVING/BASEMENTAREAS ARE HELD IN 2" WITH A 2X8SILL PLATE OVER 2" EXT. FOAMINSULATION PER DETAILS. AREASADJACENT TO STOOPS, GARAGE,OR WALKOUTS HAVECANTILEVERED SILLS.REFER TO SECTIONS FORADDITIONAL SPANCRETEINFORMATION8" SPAN-CRETE FLOORING ABOVE4" FOAM & 6" TOP COATING ABOVE W/2X FRAMING BELOW FOR INSULATION8" SPAN-CRETE FLOORING ABOVE4" FOAM & 6" TOP COATING ABOVE W/2X FRAMING BELOW FOR INSULATION8" SPAN-CRETE FLOORING ABOVE4" FOAM & 6" TOP COATING ABOVE W/2X FRAMING BELOW FOR INSULATION1D11D22D11D3/D4(3)2X6 STUDSBETWEEN WINDOWS(2)11-7/8" 2.0E LVLDROPPED BEAM ABV.28"X28"X12"PAD FOOTING24"X24"X12"PAD FOOTING(2)9-1/2" 2.0E LVL DROPPED BEAM ABV.(2)9-1/2" 2.0E LVL FLUSH BEAM ABV.XPOINT LOADSFROM ABV.(2)9-1/2" 2.0E LVLFLUSH BEAM ABV.24"X24"X12"PAD FOOTING24"X24"X12"PAD FOOTING24"X24"X12"PAD FOOTING24"X24"X12"PAD FOOTING24"X24"X12"PAD FOOTINGPOINT LOADFROM ABV.28"X28"X12" PAD FOOTINGXPOINT LOAD FROM ABV.36"X36"X12"PAD FOOTINGXPOINT LOAD FROM ABV.36"X36"X12"PAD FOOTINGXPOINT LOAD FROM ABV.30"X30"X12"PAD FOOTINGXPOINT LOAD FROM ABV.30"X30"X12"PAD FOOTINGXPOINT LOAD FROM ABV.24"X24"X12"PAD FOOTING24"X24"X12"PAD FOOTINGXFUTURE POINTLOAD FROM ABV.POINT LOADS FROM ABV.42"X42"X16" SPREAD FOOTING W/ (4)#4REBAR DOWELS GOING BOTH DIRECTIONSIN BOTTOM 1/3 OF FOOTING40"X40"X16" SPREAD FOOTINGW/ (4)#4 REBAR DOWELSGOING BOTH DIRECTIONS INBOTTOM 1/3 OF FOOTINGX28"X28"X12" PADFOOTINGSP.T. 2X12 JOISTS12" O.C. SPACINGFTG/POST"A"(2)P.T. 2X12 FLUSH BEAMFTG/POST"A"FTG/POST"C"(2)P.T. 2X12 FLUSH BEAM(2)P.T. 2X12 FLUSH BEAMFTG/POST"B"FTG/POST"B"8"8"8"28"X28"X12"PAD FOOTINGXPOINT LOAD FROM ABV.34"X34"X14" SPREAD FOOTINGW/ (4)#4 REBAR DOWELSGOING BOTH DIRECTIONS INBOTTOM 1/3 OF FOOTING24"X24"X12"PAD FOOTINGPOINT LOAD FROM ABV.X4'-8"MIN. 4" DIA. FTG DRAIN TILEW/ 2" MIN. GRANULAR BASE& 8" MIN. GRANULAR COVERHATCH INDICATES MID-HEIGHT 8"CURB, REFER TO CROSS SECTIONSFOR ADDITIONAL DETAILSHATCH INDICATES MID-HEIGHT 8"CURB, REFER TO CROSS SECTIONSFOR ADDITIONAL DETAILSHATCH INDICATES MID-HEIGHT 6"CURB, REFER TO CROSS SECTIONSFOR ADDITIONAL DETAILSFLOOR DRAIN UNDERDROPPED BOWLING ALLEY TOBE CONNECTED TO SUMPCONFIRM BOWLING ALLEYTROUGH SIZE WITH BOWLINGALLEY MANUFACTURER86'-0"1'-8 1/2"1'-6"12'-7 1/2"STEP FULL FOUNDATION WALLDOWN TO LOOKOUT HEIGHT.VERIFY LOCATION IN FIELD.STEP FULL FOUNDATION WALLDOWN TO LOOKOUT HEIGHT.VERIFY LOCATION IN FIELD.STEP LOOKOUT FOUNDATIONWALL DOWN TO WALKOUT HEIGHT.VERIFY LOCATION IN FIELD.STEP LOOKOUT FOUNDATIONWALL DOWN TO WALKOUT HEIGHT.VERIFY LOCATION IN FIELD.24" X 12" CONT.SPREADFTG. W/ (2) #5 CONT., MIN.TEMP.10" CONCRETE FOUNDATION WALLL W/ #5'S VERTICAL@ 18" O.C. AND #4'S HORIZONTAL @ 24" O.C.,MINIMUM. (OFFESET TO INSIDE FACE, TYPICAL.)2"2'-6"10"6"1. FOUNDATIONS TO BE POURED PER SITE SOIL CONDITION2. ALL REINFORCING IS TO BE INSTALLED PER IRCREGULATED STRUCTURAL DESIGN BY CONCRETETRADES.3. PROVIDE 12" ANCHOR BOLTS EMBEDDED 8" MIN., SPACEDPER CODE AND 12" MAX FROM EACH END OF SILL PLATE,MIN 2 PER SILL. REFER TO COVER SHEET.4. PROVIDE CONTROL JOINTS PER PLAN, JOIST TO CONSISTOF HIDDEN ZIP STRIP EMBEDDED INTO THE SLABS.5. ALL ANGLED WALLS ARE TO BE 45 DEGREES UNLESSNOTED OTHERWISE.6. SLOPE CONCRETE TO FLOOR DRAINS WITHIN 5' OFDRAINS.7. ALL WOOD MATERIAL CONTACTING DIRECTLY TOCONCRETE MUST BE TREATED.8. PROVIDE DRAIN TILE AROUND PERIMETER AS SHOWN.LATERAL SOIL PRESSURE ASSUMED TO BE 30 PSF/FT.9.-SH3'X5' =SINGLE HUNG 3'0" BY 5'0"-FX2'6"X2'6" = FIXED 2'6" BY 4'6"-CASE3'X5' = CASEMENT 3'0" BY 5'0"-2'8"X6'8" @ DOOR =2'8" WIDE BY 6'8" TALL-2'8"X8'0" @ DOOR =2'8" WIDE BY 8'0" TALL 110V, INTERCONNECTED SMOKE DETECTOR 110V, INTERCONNECTED SMOKE DETECTOR / CARBON MONOXIDE DETECTOR COMBO EXHAUST FANSDSD1. FOR EASE OF UNDERSTANDING GRADE IS CONSIDERED0'0" ON THIS FOUNDATION PLAN2. ALL STAIRWAYS (INTERIOR AND EXTERIOR) ARE TO BEILLUMINATED AT EACH LANDING PER CODE3. SUPPLY CONTINUOUS HANDRAIL PER CODE AT ALLSTAIR LOCATIONS, CODE HANDRAIL IS TO CONTINUE TOLANDINGS/ TOP & BOTTOM OF STAIRS. CONTRACTOR &INSTALLER TO VERIFY IF ADDITIONAL GRASPABLEHANDRAIL IS INSTALLED OR IF DECORATIVE HANDRAILTO CONTINUE.4. 1/2" GYPSUM BOARD TO BE APPLIED TO UNDERSIDE OFSTAIRS PER CODE.5. INDICATES INTERIOR BEARING WALL,16" O.C. STUDS6. PERMANENTLYATTACHED LADDER PER CODE & MINIMUM 3'X3' EGRESSAREA BUILT PER IRC7. FILL EGRESS WELL W/GRAVEL BACKFILL & INSTALL DRAIN TILE CONNECTIONTO DRAIN EGRESS PROPERLY.8. INSTALL DRAFT STOPPING WITHIN FLOOR SYSTEM PERIRC CODE SECTION 302.12, MIN. 12" GYPSUM BOARD (OR) 38"STRUCTURAL BOARD ADEQUATELY SUPPORTED BY 2X4MIN. MATERIAL, PARALLEL WITH FLOOR FRAMING,SEPARATING AREAS WITH MAXIMUM SPACE OF 1000SQ.FT.-SEPARATE INTO EQUAL SPACES.1. ALL HEADERS TO BE SUPPORTED BY A MINIMUM OF (1) TRIMMER.(UNLESS NOTED OTHERWISE)2. ALL HEADERS TO HAVE AT LEAST (1) KING STUD (UNLESS NOTED).3. ALL STUD CALLOUTS @ SIDES OF WINDOWS/DOORS ARE TRIMMERS,MINIMUM (1) KING STUDS @ SAID LOCATIONS TO BE INCLUDED ASWELL.4. BLOCKING @ ROOF & FLOOR PLAN PER TRUSS MANUFACTURER.5. POINT LOADS TO BE CARRIED THROUGH FLOOR AREAS AND DOWNTO FOUNDATION FOR SUPPORT. USE SAME MATERIAL AS COLUMNSUPPORTING MEMBER ABOVE.6. ALL HANGERS & CONNECTORS PER TRUSS MANUFACTURER,SUPPLIERS & CONTRACTOR.7. ALL EXTERIOR SHEATHING TO BE 7/16" OSB OR PLYWOOD SHEATHING& NAILED PER CODE (MAY BE REFERRED TO AS 1/2" NOMINALTHICKNESS).8. ROOF DECKING TO BE 12" NOMINAL (OR 1532") OSB DECKING W/ CLIPS,NAILED TO ROOF FRAMING W/ MIN. 8d COMMON NAILS, 6" O.C. @EDGES/12"O.C. @ FIELD.9. FLOOR DECKING TO BE 34" PLYWOOD DECKING, NAILED OR SCREWEDTO FLOOR SYSTEM PER CODE W/ ADHESIVE PER SPEC. (OR) MIN. 6dCOMMON NAILS 6" O.C. @ EDGES/12" O.C. @ FIELD (CODE MINIMUM).10. REFER TO WALL BRACING PLANS FOR ADDITIONAL FRAMINGINFORMATION.PROJECT # PROJECT # 25328www.SafeHavenSE.comDerek O Phillips5-28-2025 47507DRAWING TITLE:5−28−25LOCATION:PAGEPAGE DESCRIPTION:L DLITTFINDESIGN.COMMLITTFIN@HOTMAIL.COM320−224−7844WINSTED, MNCURRENTDATE:REVISION:REV. DATE:©ALL PLANS & DESIGNS SHOWNARE THE PROPERTY OF LITTFINDESIGN. USE OF THESE PLANSON ANY OTHER PROJECT/LOTOTHER THAN NOTED ON THISTITLEBLOCK WITHOUT THEWRITTEN CONSENT OF LITTFINDESIGN IS PROHIBITED.REVISED PER BUILDER/ADDED SPORT COURT2-20-25BOWLING ALLEY DETAILS UPDATED5-15-25LOOKOUT FOUNDATION WALLS UPDATED5-21-25THIS PLAN PROVIDES BUILDING DETAILS FOR A PROJECT TO BE BUILT IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AS WELL AS ANY LOCAL CODES. CONTRACTOR, OWNER, AND/OR TRADES ARE RESPONSIBLE FOR ANY FINES, PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR OMISSIONS OR ERRORSMADE DURING DESIGN, BIDDING, OR CONSTRUCTION PHASES. ANY AND ALL SITE REVIEW IS TO BE PERFORMED BY OTHERS SUCH AS THE CONTRACTOR, OWNER, SURVEYOR, OR OTHER TRADES RESPONSIBLE FOR SITE CONDITIONS. LITTFIN DESIGN IS NOT RESPONSIBLE FOR CONTRACTOR/TRADE ERRORS, UNKNOWN CODE ADJUSTMENTS AT THE TIME OF PLAN CREATION OR CONSTRUCTION.STRUCTURE UPDATED PER ENGINEER'S REDLINES5-28-25A6FOUNDATIONPLANSCALED PRINT @ 24X36Page 30 of 474a12. Page 31 of 474a13.e 4.b Planning Commission Meeting Date: August 26, 2025 Agenda Item: CASE No. 2025-15 Preliminary Plat Application of BC Middleton LLC for a Preliminary Plat to be known as Wentworth Hills Department: Community Development Contact: Sarah Madden, Community Development Manager Introduction: BC Middleton LLC is requesting consideration of a Preliminary Plat of the properties at 1603 Dodd Road and 688 Wentworth Avenue. The subdivision request includes the two addressed parcels and would subdivide the total area into three (3) new lots of record, allowing for future single-family home development. The applicant intends to purchase the two addressed properties and would demolish the two existing homes as part of this redevelopment - this results in three new single-family homes. The existing properties are under separate ownership, however both property owners have provided a written consent on the plat application request and BC Middleton LLC (represented by Mike Fritz as the primary contact in this application) acts as the Applicant/Developer for the Preliminary Plat request. The applicant has submitted both the Preliminary and Final Plat plans and materials as part of their request (attached to this report), however this public hearing is exclusively for review of the Preliminary Plat, to be known as ‘Wentworth Hills’. Following the public hearing process and a later recommendation from the Planning Commission, if the Preliminary Plat is approved by the City Council with no changes, the Final Plat will be reviewed at a later date by the City Council and may be adopted by Resolution. A public hearing notice for this planning item was published in the Pioneer Press and notice letters were mailed to all properties within 350-feet of the subject property. As of the date of this report, the City has not received any written public comments relating to this application request, however we have recieved two general inquiries related to the application. Following the publication of the hearing notice for this item, the Dakota County Plat Commission held their regular meeting to discuss plats adjacent to Dakota County roadways, including this proposed Plat. The County is requesting 10-ft of Right-of-Way parallel to Wentworth Avenue, which will modify the plans and lot sizes for this plat. The applicant must decide how they will address these comments, as well as the City’s request for park land dedication and for that reason they have requested the Planning Commission table this application to a future date. Staff also recommends the tabling of this application. These Right- of-Way and Park Dedication request are discussed in greater detail in the analysis section of this report. Background: The subject site is located in a residential neighborhood at the southwest corner of Wentworth Page 32 of 47 Avenue and Dodd Road. The property included in this resubdivision request consists of two (2) existing parcels, which are split remnants from Auditor’s Subdivision No. 3, dated 1906. The 1603 Dodd Road parcel is 28,778 square feet in size and contains an existing single- family home constructed in 1880. The 688 Wentworth Avenue parcel is 21,345 square feet in size and also contains an existing single-family home, constructed in 1973. The total plat area is 1.147 acres. The applicant has coordinated with the current property owners to subdivide the area into three new lots of record, allowing for an additional home to be constructed following an approval of the subdivision and the demolition of the two existing houses. The subdivision creates three residential lots, with the proposed Lot 1, Block 1, Wentworth Hills at 15,48-sq.ft. and 102-ft of frontage on Wentworth Ave; a proposed Lot 2 at 15,300-sq.ft and 102-ft of frontage on Wentworth Ave; and the proposed Lot 3 on the corner with 19,173- sq.ft. and 161.83-ft of frontage on Wentworth Ave and 163.54-ft of frontage on Dodd Rd. If this subdivision is approved, the new lots would be developed with single-family homes which would be reviewed through the City’s building permit process. Analysis: Under Title 11, Subdivision Regulations, the intent and purpose of this section is to “safeguard the best interests of the city, and to assist the subdivider in harmonizing [their] interests with those of the city at large, this title is adopted in order that adherence to same will bring results beneficial to both parties. It is the purpose of this title to make certain regulations and requirements for the platting of land within the city pursuant to the authority contained in Minnesota statutes, which regulations the city council deems necessary for the health, safety and general welfare of this community.” City Subdivision Code Section 11-3-2 allows the subdivision of parcels, provided that the resulting lots are compliant with the requirements of the applicable zoning district, and meets the following standards: A.Lot Area, Width and Depth: The minimum lot area, width and depth shall not be less than that established by the zoning ordinance in effect at the time of adoption of the final plat. B.Corner Lots: Corner lots for residential use shall have additional width to permit appropriate building setback from both streets as required in the zoning ordinance. C.Side Lot Lines: Side lines of lots shall be approximately at right angles to street lines or radial to curved street lines. D.Lot Frontage: Every lot must have the minimum frontage as required in the zoning ordinance on a city approved street other than an alley. E.Building Setback: Setback or building lines shall be shown on all lots intended for residential use and shall not be less than the setback required by the Mendota Heights zoning ordinance. On those lots which are intended for business use, the setback shall be at least that required by the zoning ordinance. For the R-1 District, all new lots must have a minimum of 15,000-sf. of lot area and 100-ft of frontage, or lot width, along a City-approved street. All proposed lots within the subdivision meet the size minimum and frontage requirements. The proposed Preliminary Plat plan provided by the applicant also illustrates an outline of potential building areas for new single- family homes on the proposed new lots. In reviewing the potential building areas, minimum setbacks can be met based on the areas shown and the current lot sizes. The final layout must meet R-1 Zone standards and will need to be approved under a separate administrative building permit. Additionally, the plans show general areas for potential driveways as part of Page 33 of 47 this redevelopment, proposing new locations to replace the existing bituminous driveways accessing the existing homes on the property. These locations will also be reviewed under a separate permit, and Dakota County will need to approve access changes on Wentworth Avenue. If access is requested to continue on Dodd Road for the corner lot, MnDoT will also be consulted. Tree Removal The Preliminary Plat indicates the location of proposed building pad sites for the construction of the three new homes within the Plat area. The applicant has also provided a Tree Inventory of the site, noting 81 tagged trees. The applicant’s plans indicate that Forest Alteration Permits and Plans will be submitted for each lot at the time of its development. The City will review tree removals as part of the demolition permits and plans for the two existing homes as applicable. Based on the currently proposed locations of building areas, at least five trees are directly located in the building pad area and would be removed. Additional removals will be evaluated as part of the impacts of grading and driveway construction with the future permits. Potential Changes to Plat Design The subdivision is immediately adjacent to MnDoT’s Trunk Highway 149 (Dodd Road), and Dakota County’s CSAH 8 (Wentworth Avenue). As part of the Plat review process, the City routes the proposed plans to both MnDoT and Dakota County. As of the submittal of this report, no comments have been received by MnDoT, however the Wentworth Hills Preliminary Plat was reviewed by the Dakota County Plat Commission and a formal comment letter has been sent to the City and the applicant, which is attached. Dakota County’s comments are requesting 10-ft of additional Right-of-Way parallel with Wentworth Avenue to meet a total of 40-ft of half right-of-way on the Wentworth Avenue corridor for future right-of-way needs. They have also commented on the potential driveway locations for the future single-family homes and would allow one access for the proposed Lot 1, but only one shared access for both of the proposed Lots 2 and 3. Additional changes to the Plat are expected based on a City Staff review of the application. The City has plans for a trail connection on the west side of Dodd Road, and had informed the applicant that park dedication in the amount of 10% of the proposed Lot 3 would be necessary for these future improvements. This inclusion would have been a recommended condition of approval of the Preliminary Plat if the applicant had not requested a tabling of the application to a future meeting date. Based on the request from Dakota County and the City’s planned condition to require park land dedication for trail improvements, the currently proposed lot sizes will be affected and the applicant has asked for the application to be tabled while they make arrangements to address the requests from the County and the City, and update their Preliminary Plat request accordingly. Staff agrees with this request based on the strong likelihood of significant changes to the subdivision design. Since this item has been duly noticed as a public hearing, staff asks that the Chair open and hold a public hearing on this item before voting to table this application. Staff will schedule this item on a future meeting date at the request of the applicant when modifications to the plans have been made, and will notice a new public hearing for the application request at that time. Alternatives: Page 34 of 47 Staff Recommendation: Staff recommends that the Planning Commission Table the application request of BC Middleton LLC for a Preliminary Plat to be known as Wentworth Hills. Staff will re-publish notices if and when the application is scheduled to return to a Planning Commission meeting for a second public hearing. Attachments: 1.Site Location Map 2.Letter of Intent 3.Wentworth Hills Preliminary Plat 4.Wentworth Hills Final Plat 5.Wentworth Hills Tree Inventory 6.Dakota County Plat Commission Letter - 8/15/25 Page 35 of 47 66666666666666666666"³ ³ *** * * * * "" *" " ** * !* "³6666666666666666666666666!!2 !!2 !!2 !!2!!2!!2!!2!!2!!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !!2 !. 654 1416 1635 694 1638 1650 724 662 1620720716702710 670 1648 1630 1603 1656 717 1549723 688 689 739 695 1565 723 711 701707 1658 1623 1629 713 716 709 726 710 688 16607066947001656 729 728 1527 677 669 DODD RD4TH AVE WENTWORTH AVE EVERGREEN KNLS Nearmap US Inc, Dakota County, MN Site Location/Aerial MapWentworth Hills Date: 8/22/2025 City ofMendotaHeights0200 SCALE IN FEET GIS Map Disclaimer:This data is for informational purposes only and should not be substituted for a true title search, property appraisal, plat,survey, or for zoning verification. The City of Mendota Heights assumes no legal responsibility for the information containedin this data. The City of Mendota Heights, or any other entity from which data was obtained, assumes no liability for any errorsor omissions herein. If discrepancies are found, please contact the City of Mendota Heights. Contact "Gopher State One Call" at 651-454-0002 for utility locations, 48 hours prior to any excavation. Page 36 of 47 4b1. Page 37 of 47 4b2. SITE 24 DODD RD.149 MARIE AVE.DELAWARE AVE.WACHTLER AVE.WENTWORTH AVE. EMERSON AVE. WENTWORTH HILLS Preliminary Plat1 1 202316 CURRENT LANDOWNERS ENGINEER/SURVEYOR LEGAL DESCRIPTION PRELIMINARY PLAT PLAT AREAS Land Surveying & Engineering 2580 Christian Dr. Chaska, MN 55318 612-418-6828 WENTWORTH HILLSMendota Heights, MNWETLANDS PROPOSED IMPROVEMENTS UTILITIES STORMWATER LEGEND FOREST PRESERVATION 10105 5 LOCATION MAP ZONING DEVELOPER (will be owner at the time of final plat)M&M HOME CONTRACTORS, INC.PO BOX 90COLOGNE, MN 55322CONTACT: MIKE FRITZ, 612-554-2556SOILS Page 38 of 47 4b3. 1 2 3 BLOCK 1 SITE 24 DODD RD.149 MARIE AVE.DELAWARE AVE.WACHTLER AVE.WENTWORTH AVE. EMERSON AVE. WENTWORTH HILLS SHEET 1 OF 1 SHEETS sisu LAND SURVEYING 5 5 1010OFFICIAL PLAT LOCATION MAP CITY COUNCIL, CITY OF MENDOTA HEIGHTS, STATE OF MINNESOTA This plat was approved and accepted by the City Council of Mendota Heights, Minnesota, at a regular meeting thereof held this ____ day of ______________________, 20___ , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. Signed ___________________________________ Attest _______________________________ Mayor Clerk COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ____ day of _______________________, 20___ . By ___________________________________ Todd B. Tollefson, Dakota County Surveyor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this ___ day of ___________________, 20__. _________________________________, Amy A. Koethe, Director Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of WENTWORTH HILLS, was filed in the office of the County Recorder for public record on this ___ day of _____________________ , 20___ at ___ o'clock __M., and was duly filed in Book ______________ of Plats, Page ______________ as Document Number ___________________________. _________________________________, Amy A. Koethe, County Recorder KNOW ALL PERSONS BY THESE PRESENTS: That M & M Home Contractors, Inc., a Minnesota corporation, owner of the following described property: The northerly 150 feet, except the westerly 963.3 feet of Lot 37, Auditor's Subdivision No. 3, Dakota County, Minnesota, and the east 142.3 feet of the west 963.3 feet of the north 150 feet of Lot 37, Auditor's Subdivision No. 3, Dakota County, Minnesota. Has caused the same to be surveyed and platted as WENTWORTH HILLS and do hereby dedicate to the public for public use the drainage and utility easements as created by this plat. In witness whereof said M & M Home Contractors, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this ___ day of __________________________, 20___. Signed: M & M Home Contractors, Inc. _________________________________ Mike Fritz, President STATE OF _______________________ COUNTY OF ______________________ This instrument was acknowledged before me on ________________________________ by Mike Fritz, President of M & M Home Contractors, Inc., a Minnesota corporation, on behalf of the corporation. Signature __________________________________________ Printed Name _______________________________________ Notary Public, _________________________ County, Minnesota My Commission Expires _______________________________ I Curtiss Kallio do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ___ day of __________________________, 20___. Curtiss Kallio, Licensed Land Surveyor, Minnesota License No. 26909 STATE OF _______________________ COUNTY OF ______________________ This instrument was acknowledged before me on ________________________________ by Curtiss Kallio. Signature __________________________________________ Printed Name _______________________________________ Notary Public, _________________________ County, Minnesota My Commission Expires _______________________________ Page 39 of 47 4b4. Page 40 of 47 4b5. 2580 Christian Dr. Chaska, MN 55318 612-418-6828 Land Surveying & Engineering 202142Tree InventoryWENTWORTH HILLSMendota Heights, Dakota County, MNT2M&M HOME CONTRACTORSPO BOX 90COLOGNE, MN 55322MIKE FRITZ, 612-554-2556Page 41 of 47 Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891 -7087  Fax 952.891 -7127  www.co.dakota.mn.us August 15, 2025 City of Mendota Heights 1101 Victoria Curve Mendota Heights, MN 55118 Re: WENTWORTH HILLS The Dakota County Plat Commission met on August 13, 2025, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 8 (Wentworth Ave.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The preliminary plat includes two existing homes that are planned for redevelopment into three new lots. The future right-of-way needs along CSAH 8 (Wentworth Ave) are 50 feet of half right of way with the existing right of way being 30 feet of half right of way. Due to the existing conditions in the area, the Plat Commission will require an additional 10-feet of road dedication along CSAH 8 to meet 40 feet of half right of way versus 50 feet. The proposed plat includes three driveways to CSAH 8. The Plat Commission will allow one access for Lot 1 and one shared access for Lots 2 and 3. The Plat Commission has approved the preliminary plat provided that the described conditions are met. The Ordinance requires submittal of a final plat for review by the Plat Commission before a recommendation is made to the County Board of Commissioners. Traffic volumes on CSAH 8 are 2,488 ADT and are anticipated to be 3,000 ADT by the year 2040. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Page 42 of 47 4b6. Please contact TJ Bentley regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: Page 43 of 47 5.a Planning Commission Meeting Date: August 26, 2025 Agenda Item: Dorset Road - Street Improvements Department: Engineering Contact: Lucas Ritchie, Assistant City Engineer Ryan Ruzek, Public Works Director Introduction: Dakota County, in partnership with the Cities of Mendota Heights and West St Paul, is planning to reconstruct Delaware Avenue in 2027 between Marie Avenue and Dodd Road. As part of this project, the project team has evaluated the Delaware Avenue and Dorset Road intersection. Currently, the Dorset Road approach to Delaware Avenue has a slope that exceeds the City’s maximum allowable roadway grade of 6%. This condition presents long-term safety and maintenance concerns. The County project provides a feasible opportunity to address this issue. Background: In June 2025, City staff sent letters to impacted residents along Dorset Road and Mears Avenue seeking feedback on a potential modification to the intersection. The proposed modification would remove the existing connection of Dorset Road to Delaware Avenue and replace it with a cul-de-sac, bringing Dorset Road into compliance with City roadway standards for maximum grade. A trail connection between the cul-de-sac and the future Delaware Avenue multi-use trail is also being considered. Alternatively, the intersection could remain in place with reconstruction of approximately 185 feet of Dorset Road to reduce the roadway grade. However, the roadway grade would still exceed the City’s maximum standard for a public roadway. Roadway grades are permitted to exceed the City’s maximum where adjacent topography warrants, as determined and recommended by the City Engineer. There are warranted roadways within the City that currently exceed allowable grades due to existing topography will continue to be evaluated as reconstruction and design opportunities present themselves. The City received considerable feedback, with residents expressing both support for and opposition to the removal of the Dorset Road and Delaware Avenue intersection. This meeting provides the Planning Commission an opportunity to review the potential change, consider public comments, and make a recommendation to City Council. Analysis: Alternatives: Page 44 of 47 Staff Recommendation: Attachments: 1.Dorset Road Cul-De-Sac Concept 1 2.Dorset Road Cul-de-sac Concept 2 Page 45 of 47 Page 46 of 47 5a1. Page 47 of 47 5a2.