--- ## author: Caryn Dunderi date: D:20260515111050-05'00' --- Regarding Public Hearings: Anyone interested in a scheduled public hearing is encouraged to attend and comment at the Public Hearing. If you are unable to attend and wish to comment, please provide written comment to the Planner, Austin Petersen at 12060 Sherburne Ave SE, Becker, MN 55308 or by email to apetersen@ci.becker.mn.us. Comments must be received by 4:30 p.m. the day of the scheduled Planning ## Commission Meeting ## City of Becker ## Planning ## Commission ## Becker City Hall Council Chambers ## 12060 Sherburne Avenue Monday, May 18, 2026 ## 6:00 PM 6:00 pm 1.Call Meeting to Order 2.Approval of Agenda 3.Approval of Minutes a.April 27, 2026 4.Guests and Open Forum (Up to 5 speakers allowed for up to 3 minutes each – no Planning Commission response or action is given to open forum comments other than possible referral to City Staff) ## 5.Public Hearing – Planned Unit Developmen ## t Conditional Use Permit – Edgewood Village a.RES PC 26-07 6.Public Hearing – Preliminary ## Plat of Edgewood Village a.RES PC 26-08 7.Other 8.Adjourn ## City of Becker ## Planning Commission Minutes of April 27, 2026 The Becker Planning Commission met at 6:00 p.m. on April 27, 2026, in Becker City Council Chambers at Becker City Hall located at 12060 Sherburne Avenue, Becker, Minnesota. MEMBERS PRESENT: Amy Stanger, Candice Hanson, Rick Hendrickson, Mike Doering, Justin ## Robinson ## ABSENT: None OTHERS PRESENT: Craig Wensmann – Widseth, Todd Olin – Land and Resource Consulting, Denny Nelson – Progressive Builders, Jacob Sanders – Community Development Director, Austin Petersen – ## Planner, Caryn Dunderi – Administrative Technician Stanger called the meeting to order at 6:00 p.m. A motion was made by Hendrickson/Hanson to adopt the agenda. ## AYE: Stanger, Hanson, Robinson, Hendrickson, Doering ## NAY: Motion Carried. A motion was made by Hendrickson/Hanson to approve the minutes from March 30, 2026. ## AYE: Stanger, Hanson, Robinson, Hendrickson, Doering ## NAY: Motion Carried. ## GUESTS AND OPEN FORUM None. ## PUBLIC HEARING – PLANNED UNIT DEVELOPMENT CONDITIONAL USE PERMIT – ## FOSSUM FIELDS THIRD ADDITION Petersen reported that staff received a complete Conditional Use Permit (CUP) application for a Planned Unit Development (PUD) in Fossum Fields Third Addition from Sherburne Land Company, LLC. The proposed development includes 52 single-family residential lots on approximately 16.52 acres. Petersen explained that the City Council previously approved a preliminary and final plat for Fossum Fields Third Addition in 2022; however, the plat was not recorded within the required timeframe and the approval subsequently expired. The current PUD proposal would increase the total number of lots by eight and includes requests to reduce the minimum required lot width and lot depth standards. He added that a development agreement must be finalized and the required parkland dedication fee paid prior to recording the plat. Stanger opened the public hearing at 6:06 p.m. Petersen clarified that a trail indicated on the original plat is still required to be installed adjacent to the perimeter road. Sanders added that several of the original conditions from 2004 and 2022 would be carried over to the plat. Stanger asked for further discussion. Hearing no further discussion, a motion was made by Hendrickson/Doering to close the public hearing at 6:13 p.m. ## AYE: Stanger, Hanson, Hendrickson, Doering, Robinson ## NAY: Motion Carried. A motion was made by Hendrickson/Doering approving Resolution PC 26-02, a resolution recommending approval of the PUD Conditional Use Permit for Fossum Fields Third Addition. ## AYE: Stanger, Hanson, Hendrickson, Doering, Robinson ## NAY: Motion Carried. ## PUBLIC HEARING – PRELIMINARY AND FINAL PLAT OF FOSSUM FIELDS THIRD ## ADDITION Stanger opened the public hearing at 6:14 p.m. Petersen stated that a complete application for a preliminary and final plat, known as Fossum Fields Third Addition, had been submitted by Sherburne Land Company, LLC. The proposed plat includes 52 single- family detached homes on approximately 16.2 acres. Petersen added that construction of a trail, which was included in the original plat that was never recorded, remains a requirement and will be completed during the first phase of development. Sanders further noted that the previously required monument sign would also carry over to the current plat as it was never installed as required under previous approvals. Hendrickson expressed concern regarding the engineering recommendation to allow parking on only one side of the street. Sanders responded that several other developments within the city have similar road widths and permit parking on both sides of the street. He clarified that the recommendation was provided as an engineering comment and was not intended to be enforced as a condition of approval. Stanger asked for further discussion. Hearing no further discussion, a motion was made by Hendrickson/Doering to close the public hearing at 6:24 p.m. ## AYE: Stanger, Hanson, Hendrickson, Doering, Robinson ## NAY: Motion Carried. A motion was made by Doering/Hanson approving Resolution PC 26-03, a resolution recommending approval of the Preliminary Plat for Fossum Fields Third Addition. ## AYE: Stanger, Hanson, Hendrickson, Doering, Robinson ## NAY: Motion Carried. A motion was made by Hanson/Doering approving Resolution PC 26-04, a resolution recommending approval of the Final Plat for Fossum Fields Third Addition. ## AYE: Stanger, Hanson, Hendrickson, Doering, Robinson ## NAY: Motion Carried. ## PUBLIC HEARING – COMPREHENSIVE PLAN AMENDMENT ## PUBLIC HEARING – UNIFIED DEVELOPMENT ORDINANCE TEXT AMENDMENT Stanger opened the public hearing at 6:26 p.m. Sanders said staff received a complete application for a Comprehensive Plan Text Amendment to reduce the density requirements in the High Density Residential, Mult-Family High, Medium Density Residential, and Multi-Family Low zones throughout the City of Becker. Sanders said that the applicants from True Blue Construction Services and Land and Resource Consulting have applied for the density adjustment to accommodate a potential development on LuAnn Drive, but the UDO amendment, if approved, would apply to the entire city and be addressed in the 2040 Comprehensive Plan. Stanger asked for further discussion. Hearing no further discussion, a motion was made by Doering/Hendrickson to close the public hearing at 6:33 p.m. ## AYE: Stanger, Hanson, Hendrickson, Doering, Robinson ## NAY: Motion Carried. A motion was made by Hendrickson/Doering approving Resolution PC 26-05, a resolution recommending approval of amendments to the Becker 2040 Comprehensive Plan Regarding Unit Densities in the Medium and High Density Residential land use categories. ## AYE: Stanger, Hanson, Hendrickson, Doering, Robinson ## NAY: Motion Carried. ## PUBLIC HEARING – COMPREHENSIVE PLAN AMENDMENT ## PUBLIC HEARING – UNIFIED DEVELOPMENT ORDINANCE TEXT AMENDMENT Stanger opened the public hearing at 6:34 p.m. Sanders stated that True Blue Construction Services and Land and Resource Consulting submitted an application for an additional text amendment to the city’s Unified Development Ordinance (UDO). The proposed amendment would reduce the allowable density units within the Multi-Family Low and Multi- Family High zoning districts to align with the Becker 2040 Comprehensive Plan land use category density descriptions. Stanger asked for further discussion. Hearing no further discussion, a motion was made by Doering/Hendrickson to close the public hearing at 6:36 p.m. ## AYE: Stanger, Hanson, Hendrickson, Doering, Robinson ## NAY: Motion Carried. A motion was made by Doering/Hanson approving Resolution PC 26-06, a resolution recommending approval of amendments to Sec 1.3, Subsec. 1.3.4 and Subsec. 1.3.5. of Article I of the City of Becker Unified Development Ordinance. ## AYE: Stanger, Hanson, Hendrickson, Doering, Robinson ## NAY: Motion Carried. ## OTHER Petersen said one cannabis license will appear on the next City Council agenda for approval. He added that this is the only application staff has received that has already been approved by the state. Two additional applications are currently awaiting state approval to fill the city’s remaining available license in Becker. Petersen also said staff continues to work with Redevelopment Resources on the ongoing housing study. Sanders said Rum River Consultants is now the city’s designated building official. The council approved the firm’s contract, and the current fee schedule will be updated to reflect the rates recommended by the company. Sanders said staff has received a completed TIF application for the proposed LuAnn Drive development, which is currently under review by Northland Financial. He added that staff has also received preliminary plat applications for the development. Sanders said staff is working on a purchase agreement involving a city-owned 5.7-acre parcel and a prospective buyer. Sanders also reported that staff is working to split and plat Xcel Energy property into smaller industrial- zoned lots that would be available for purchase. Doering asked whether Planning Commission meetings could be held earlier in the evening. Sanders said staff could look into the possibility, but after further discussion, it was decided to keep the meetings at 6 p.m. to avoid conflicts with other committee meetings. Motion to adjourn by Hendrickson/Doering. ## AYE: Stanger, Hanson, Hendrickson, Doering, Robinson ## NAY: Motion Carried. Meeting adjourned at 6:54 p.m. ________________________ ## Submitted by: Caryn Dunderi 1 | PUD Conditional Use Permit and Preliminary Plat for Edgewood Village May 18, 2026 ## Memorandum ## TO: Planning Commission ## FROM: Austin Petersen, Associate Planner SUBJECT: PUD Conditional Use Permit and Preliminary Plat for Edgewood Village ## Background Todd Olin of Land & Resource Consulting, on behalf of Kuepers Land Development, Inc. and True Blue Construction, Inc. (the “Developers”), and property owners EICHI, INC. (Martin Harstad, President; 7 of 8 parcels) and John McChesney (1 of 8 parcels), has submitted complete applications for a Planned Unit Development Conditional Use Permit (PUD CUP) and Preliminary Plat for property to be platted as Edgewood Village, a mixed-use residential development on approximately 19.23 acres located south of Edgewood Boulevard and east of 1st Street in the City of Becker. The applications were received on April 24, 2026, and deemed complete on April 27, 2026. The 60-day deadline is June 26, 2026, and the 120- day deadline is August 25, 2026. The subject property is legally described as lots within Evergreen Park North, Sherburne County, Minnesota (PIDs: 60-00409-0390, 60-00409-0380, 60-00409-0225, 60-00409- 0230, 60-00-0370, 60-00409-0360, 60-00409-0350, 60-00409-0340). A public hearing notice was published and mailed to all property owners within 350 feet of the subject property, as required by the City of Becker Unified Development Ordinance and Minnesota Statutes Chapter 462. ## City Actions On May 5, 2026, the City Council considered amendments to the Comprehensive Plan and Unified Development Ordinance related to residential density standards in the Multi-Family High Density district (Resolution 26-41 and Ordinance 302, 2nd Series). Additionally, the City Council approved a Supplemental Letter Agreement with SEH for road and utility improvements for LuAnn Drive (Resolution 26-38). The LuAnn Drive extension is a city led infrastructure project funded in part through a state grant, with the City Engineer overseeing the design and construction of the roadway and public utility extensions within the right-of -way. This roadway and utility extension project was initiated independently by the city prior to the Edgewood Village development proposal, though the proposed development is anticipated to connect to and benefit from the planned public improvements. 2 | PUD Conditional Use Permit and Preliminary Plat for Edgewood Village ## Figure 1.1 Location Map ## KEY ISSUES - Density and Unit Count. The proposed development includes 215 dwelling units: four 38-unit apartment buildings (152 units, 3 story height), three 8-unit townhome buildings (24 units), five 5-unit rowhome buildings (25 units), and 7 twin home lots (14 units). Overall density is 11.18 units per acre on 19.23 acres. The applicant is requesting a PUD CUP overlay to establish dimensional and design standards for the mixed housing types. - PUD Deviations. The PUD proposes reduced lot widths (26 feet for rowhomes, 24 feet for 8-unit buildings, 46 feet for twin homes), reduced lot depths, and a 20-foot front yard setback for certain twin home lots around the central cul-de-sac (Lots 5-8, Block 5 and Lots 1-5, Block 8). Apartment lots maintain 30-foot setbacks on all sides. See the PUD Dimensional Standards table below. - Engineering Review. Civil engineering plans and a stormwater narrative have been submitted. The City Engineer’s review is ongoing and all comments shall be addressed to the Engineer’s satisfaction prior to final plat recording. - Park Dedication. The UDO formula yields approximately 7.41 acres of required parkland (215 units / 29.02). Given the proximity of Pleasant Valley Park (approximately one-third mile) with recently updated playground equipment, and also providing on-site private amenities including a play area and dog park within the apartment portion of the development, city staff are recommending an adjusted fee-in-lieu of $200,000 ($930.23 per unit). - LuAnn Drive Coordination. The City has been awarded a grant for the LuAnn Drive extension to Edgewood Boulevard. The City Engineer is responsible for design and construction of the road and public utility extensions. The developer’s timeline is intended to coordinate with the LuAnn Drive construction schedule. - Outlots. The plat includes three outlots (A, B, and C) for stormwater management, drainage, and open space. Outlot C also encompasses the Great River Energy transmission line easement. Maintenance responsibilities will be addressed in the Development Agreement. 3 | PUD Conditional Use Permit and Preliminary Plat for Edgewood Village - TIF Application. A Tax Increment Financing application has been submitted. The TIF process is ongoing and is expected to align with the final plat review. A condition has been added to the PUD that would make the PUD and rezoning to a PUD-MFH district null and void should TIF approval from the City Council not be obtained and the decision is made by either developer not to proceed with the project. - Landscape and Screening. The landscape plan includes a 25-foot landscape buffer along the southern boundary adjacent to the existing commercial properties. The buffer requirement was established during prior discussions related to the rezoning of the property to the Multi-Family High Density district to provide additional screening and separation between residential and commercial uses. - Parking. Twin homes and townhomes provide 2 stalls per unit as required. Apartment parking exceeds the 1.5-per-unit minimum, ranging from 1.7 to 2.0 per unit depending on the building. Some covered carport parking is provided for each apartment building. ## PUD Dimensional Standards Summary ## Standard Apartments 5-Unit ## Rowhomes ## 8-Unit Buildings Twin Homes Min. Lot Width 150 ft 26 ft 24 ft 46 ft Min. Lot Depth 150 ft 48 ft 32 ft 133 ft Max. Height 45 ft 45 ft 45 ft 45 ft Front Setback 30 ft 30 ft 30 ft 30 ft / 20 ft* Side Setback 30 ft 20 ft 20 ft (between buildings) 10 ft Rear Setback 30 ft 30 ft 30 ft 30 ft ## Max. Lot ## Coverage 56% n/a n/a 35% *20 ft reduced front setback for Lots 5-8, Block 5 and Lots 1-5, Block 8 around the central cul-de-sac. ## Staff Recommendations/Requests: 1) Open Public Hearing for PUD Conditional Use Permit for Edgewood Village 2) Close the public hearing. ## 3) Open Public Hearing for Preliminary Plat for Edgewood Village 4) Close the Public Hearing. 5) Motion and a second approving Resolution PC 26-07 recommending approval of the PUD Conditional Use Permit for Edgewood Village subject to the conditions of approval stated in the resolution text. 6) Motion and a second approving Resolution PC 26-08 recommending approval of the Preliminary Plat for Edgewood Village subject to the conditions of approval stated in the resolution text. 4 | PUD Conditional Use Permit and Preliminary Plat for Edgewood Village 7) Table for more information. ## RESOLUTION PC 26-07 ## A RESOLUTION RECOMMENDING APPROVAL OF A PLANNED UNIT ## DEVELOPMENT CONDITIONAL USE PERMIT FOR EDGEWOOD VILLAGE AND ## REZONING OF SAID PROJECT TO PUD-MFH WHEREAS, Todd Olin of Land & Resource Consulting, on behalf of Kuepers Land Development, Inc. (Steve Kuepers) and True Blue Construction, Inc. (Scott Thompson), the Applicants, has submitted a complete application for a Planned Unit Development Conditional Use Permit (PUD CUP) for property to be platted as Edgewood Village, a mixed-use residential development on approximately 19.23 acres located south of Edgewood Boulevard and along the LuAnn Drive corridor, east of 1st Street in the City of Becker, Sherburne County, Minnesota. The subject property is currently owned by EICHI, INC. (Martin Harstad, President; 7 parcels) and John McChesney (1 parcel) both of whom signed the applications; and, WHEREAS, the subject property is legally described as: Lot 4, Block 3; Lot 5, Block 3; Lot 6, Block 3; Lot 7, Block 3; Lot 8, Block 3; Lot 9, Block 3; Lot 5, Block 2, except the East 150 feet thereof; and Lot 6, Block 2, except the East 150 feet thereof; all in Evergreen Park North, according to the recorded plat thereof, Sherburne County, Minnesota; and, WHEREAS, current parcel identification numbers are: 60-00409-0340, 60-00409-0350, 60- 00409-0360, 60-00409-0370, 60-00409-0380, 60-00409-0390, 60-00409-0225, 60-00409- 0230); and, WHEREAS, the City of Becker has applied for and been awarded a grant to construct the extension of LuAnn Drive to Edgewood Boulevard, including public sanitary sewer, watermain, and storm sewer extensions within the right-of-way, and the City Council authorized a Supplemental Letter Agreement with SEH for the design and construction of those road and utility improvements via Resolution 26-38 on May 5, 2026; and, WHEREAS, the City Council, on May 5, 2026, considered amendments to the Comprehensive Plan and Unified Development Ordinance addressing residential density standards in the Multi- Family High Density district (Resolution 26-41 and Ordinance 302, 2nd Series); and, WHEREAS, the application is a new, independent application and shall be reviewed on its own merits pursuant to the standards of the City of Becker Unified Development Ordinance in effect at the time of the application; and, WHEREAS, the Applicant requests that the subject property be rezoned to Planned Unit Development – Multi-Family High Density (PUD-MFH) pursuant to Article III, Sec. 3.9 of the UDO, and that approval of the PUD CUP shall require simultaneous amendment of the Official ## Zoning Map; and, WHEREAS, the Applicant has submitted a PUD Narrative dated April 24, 2026, describing the proposed dimensional deviations from MFH zoning standards for the various housing types within the PUD, including reduced lot widths, lot depths, and selected front yard setbacks; and, ## Resolution PC 26-07 Page 2 WHEREAS, the proposed development consists of 215 dwelling units on approximately 19.23 acres (11.18 units per acre), including four 38-unit apartment buildings (152 units), three 8-unit townhome buildings (24 units), five 5-unit rowhome buildings (25 units), and 7 twin home lots (14 units); and, WHEREAS, the PUD dimensional deviations enable a mixed housing type development that would not be achievable under the standard MFH zoning dimensional requirements; and, WHEREAS, the Becker Planning Commission held a duly noticed public hearing on this application on May 18, 2026; and, WHEREAS, notice of said public hearing was given as required by the City of Becker Unified ## Development Ordinance and Minnesota Statutes Chapter 462; and, WHEREAS, the Planning Commission has reviewed the application, the PUD Narrative, the civil engineering plans, the stormwater narrative, and all supporting materials submitted by the Applicant; and, WHEREAS, the Planning Commission finds that the PUD CUP, as conditioned herein, is consistent with the City of Becker Comprehensive Plan, is compatible with the surrounding area, and that reasonable conditions have been imposed to protect the public interest; In considering this application, the Planning Commission makes the following findings of fact pursuant to Article I, Sec. 1.13 of the City of Becker Unified Development Ordinance: (A) Relationship to the City's Comprehensive Plan. The proposed PUD is consistent with the Comprehensive Plan’s designation for multi-family residential uses in this area. The City Council approved density amendments to the Comp Plan and UDO on May 5, 2026 (Resolution 26-41 / Ordinance 302) which amendments allow the proposed density in the Multi-Family High (MFH) zoning district. (B) The geographical area involved. The subject property encompasses approximately 19.23 acres situated south of Edgewood Boulevard and east of 1st Street, part of the Evergreen Park North plat. The site is relatively flat with prairie grass and brush cover. (C) The character of the surrounding area. The surrounding area includes agricultural land to the north, commercial and light industrial uses to the south, Prairie Village Apartments to the northeast, and single-family homes to the southeast. The proposed mixed residential development provides a transition between existing commercial and residential uses. (D) The availability and design capacities of existing or proposed utilities. Municipal water and sanitary sewer are available via the current constructed portion of LuAnn Drive. The City has been awarded a grant for the LuAnn Drive extension, which will include public utility extensions designed by the City Engineer. The stormwater narrative demonstrates adequate capacity using three infiltration basins (E) Whether the request will tend to or actually depreciate the surrounding area. The proposed development is not expected to depreciate the surrounding area. The PUD provides ## Resolution PC 26-07 Page 3 a variety of housing types, landscaping, and screening buffers that are compatible with adjacent uses. (F) Whether the request will place an undue financial burden on the City. The development will not place an undue financial burden on the City. All site improvements will be paid for by the developer per the required Development Agreement. The LuAnn Drive improvements are a City led project with separate grant funding. (G) Whether the request will impair an adequate supply of light and air to adjacent property. The proposed setbacks and building heights are adequate to ensure that light and air are not impaired for adjacent properties. A 25-foot landscape buffer is provided along the southern boundary. (H) Whether the request will unreasonably increase the congestion in the public right-of- way. The development will be served by the LuAnn Drive extension and internal streets. Access is designed to distribute traffic and avoid congestion on surrounding streets. (I) Whether the request will increase the danger of fire or endanger the public safety. The development will be served by municipal water with fire hydrants and will be constructed in compliance with applicable building and fire codes. (J) Whether the request is consistent with the spirit and intent of this Article. The PUD CUP is consistent with the spirit and intent of the UDO’s PUD provisions, which are designed to allow flexibility in development standards to achieve a better overall development outcome. The Planning Commission further makes the following findings pursuant to the Standards for Findings for Conditional Use Permits required under Subsec. 1.11.5(I)(d) of the City of ## Becker Unified Development Ordinance: (1) That the conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted. The development provides appropriate setbacks, buffering, and screening to protect neighboring properties. (2) That the establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding vacant property for predominant uses in the area. The PUD complements existing and planned development patterns in the area and fills in an undeveloped parcel within the City. (3) That adequate utilities, access roads, drainage, and other necessary facilities have been or are being provided. Municipal utilities are being extended via the City’s LuAnn Drive project. Internal streets and stormwater facilities are provided by the developer. (4) That adequate measures have been or will be taken to provide sufficient off-street parking and loading space to serve the proposed use. Parking meets or exceeds UDO requirements for all unit types. Covered carport parking is provided for apartment buildings. (5) That adequate measures have been or will be taken to prevent or control offensive odor, fumes, dust, noise, and vibration, so that none of these will constitute a nuisance, and to control lighted signs and other lights in a manner that no disturbance to neighboring properties will result. The proposed single-family residential use does not generate offensive odors, fumes, dust, noise, or vibration beyond that typical of residential development. Street lighting will be fully shielded to minimize light pollution. ## Resolution PC 26-07 Page 4 (6) That proper facilities are provided which would eliminate any traffic congestion or traffic hazard that may result from the proposed use. The internal street network and LuAnn Drive extension provide adequate access and circulation. (7) The demonstrated need for the proposed use. There is demonstrated demand for a mix of housing types in the City of Becker, including rental apartments, for-sale townhomes, and twin homes. (8) The proposed use is in compliance with the City's Comprehensive Land Use Plan adopted by the City Council. The proposed development is consistent with the Comprehensive Plan as amended. (9) The use does not result in adverse effects on public health, safety, and welfare nor does it create additional pollution potential for ground and surface waters. The development will be constructed in accordance with all applicable codes and standards and will not adversely affect public health, safety, or welfare. The Planning Commission further makes the following findings pursuant to the PUD Review and Evaluation criteria required under Subsec. 1.11.5(D)(4) of the City of Becker Unified ## Development Ordinance: (1) The interior circulation plan, including access from and onto public rights-of-way, does not create congestion and is adequate for the safety of the residents and the public. Internal streets and drive aisles are designed to City standards with adequate turning radii. Sidewalk connections are provided throughout the development. (2) A sufficient amount of parkland is publicly dedicated, or appropriate fee in-lieu in accordance with Article III, Sec. 3.3 is submitted. Given the proximity of Pleasant Valley Park (approximately one-third mile) with recently updated playground equipment, and the inclusion of on-site private amenities including a play area and dog park, Staff, in consultation with City administration, recommends an adjusted fee-in-lieu of parkland dedication of $200,000. Fees shall be paid per the City fee schedule at the time of final plat recording." (3) Sufficient usable open space is provided for residents. The development includes Outlot A (common open space), a dog park, and a play area. (4) The arrangement of buildings, structures, and accessory uses does not unreasonably disturb the privacy of the surrounding area. Buildings are oriented and set back to minimize impacts on adjacent properties. A 25-foot landscape buffer with trees screens the development from southern commercial neighbors. (5) The architectural design of the project is generally compatible with the surrounding area. Architectural standards will be reviewed at the time of building permit application. The PUD narrative indicates a cohesive design approach. (6) The drainage and utility system plans are sufficient to provide adequate services to properties in the development and meet relevant standards as determined by review and approval of said plans by the City Engineer and Public Works Department. The stormwater narrative demonstrates compliance with City and MPCA standards. Three infiltration basins are planned. Final engineering review is ongoing. ## Resolution PC 26-07 Page 5 (7) The development schedule ensures development of the site will protect the public interest. The development is coordinated with the City’s LuAnn Drive construction timeline. Phasing and construction sequencing will be addressed in the Development Agreement. (8) Principal and accessory uses and requirements are in compliance with the regulations in this section and other applicable zoning district provisions in which the development is intended. All proposed uses (apartments, townhomes, twin homes) are permitted in the MFH district with PUD overlay. (9) The Planning Commission finds that the design of the PUD and the proposed structures can meet all required findings and will not be detrimental to the City in any way. The development provides needed housing diversity, generates tax revenue, and utilizes existing and planned infrastructure. NOW THEREFORE BE IT RESOLVED, that based on the findings of fact required under Article I, Sec. 1.13, and the procedures set forth in Subsec. 1.11.5(D) of the City of Becker Unified Development Ordinance, the Becker Planning Commission hereby recommends to the City Council that the Planned Unit Development Conditional Use Permit for Edgewood Village be approved, with the PUD Minimum Standards set forth in Article III, Sec. 3.9, and the following conditions: ## PUD Minimum Standards for Edgewood Village: The following dimensional deviations from MFH zoning standards are hereby approved pursuant ## to Article III, Sec. 3.9: 1. Apartment lots: Minimum lot width 150 feet; minimum lot depth 150 feet; maximum lot coverage 56%; all setbacks 30 feet. 2. 5-Unit Rowhome lots: Minimum lot area 1,248 s.f.; minimum lot width 26 feet; minimum lot depth 48 feet; front and rear setback 30 feet; side setback 20 feet. 3. 8-Unit Townhome lots: Minimum lot area 768 s.f.; minimum lot width 24 feet; minimum lot depth 32 feet; front and rear setback 30 feet; side setback 20 feet between buildings. 4. Twin Home lots: Minimum lot area 8,061 s.f.; minimum lot width 46 feet; minimum lot depth 133 feet; maximum lot coverage 35%; front setback 30 feet (20 feet for Lots 5-8, Block 5 and Lots 1-5, Block 8 around the central cul-de-sac); side setback 10 feet; rear setback 30 feet. 5. Maximum structure height for all building types: 45 feet. 1. The development shall comply with all applicable state laws, building codes, fire codes, and City of Becker ordinances. 2. The development shall comply with the Unified Development Ordinance except as specifically modified by this PUD CUP. 3. No work shall commence on the site until all necessary permits have been obtained, a Development Agreement has been fully executed with the city, and the final plat has been recorded. 4. Civil engineering plans shall be reviewed and approved by the City Engineer and City Staff before any building permits are issued. ## Resolution PC 26-07 Page 6 5. The development shall be constructed in accordance with the approved civil engineering plan set and stormwater narrative,, as may be required to be amended by the City Engineer and City Staff. 6. All structures shall be connected to municipal water and sanitary sewer. 7. Nothing shall be constructed on the PUD site except in conformance with the approved PUD plans and the Unified Development Ordinance. 8. The City Attorney may make necessary adjustments to this resolution as to form. 9. The Official Zoning Map shall be amended to designate the subject property as PUD-MFH upon final approval by the City Council. 10. Trash enclosures, designed to be cohesive with the design of the buildings, must be provided for each apartment structure. 11. The approval of this PUD conditional use permit, district dimension standard variations, and PUD zoning district establishment, shall become null if TIF approval from the City Council is not obtained and the decision is made by either developer not to proceed with the project.12. An Environmental Assessment Worksheet (EAW) is required to be submitted to, reviewed, and approved by the city and a negative determination made on the need for the Environmental Impact Statement (EIS) by the City. Should a positive determination be made by the City on the need for an Environmental Impact Statement (EIS), said EIS must be submitted and approved by the City prior to construction of the development. Candice Hanson __________ Amy Stanger __________ Justin Robinson Mike Doering __________ ## Rick Hendrickson _________ Whereupon said resolution was declared duly adopted by the Becker Planning Commission on the 18 th day of May 2026. ## Attest: _________________________________ ## Amy Stanger, Chairperson _____________________________ ## Jacob Sanders, Community Development Director Drafted by: ## Austin Petersen, Associate Planner ## 12060 Sherburne Ave ## Becker, MN 55308 April 24, 2026 14260 23 rd ## Avenue N. • Plymouth, Minnesota • 55447 Ph. 763.340.0699 • Email toddo@landandresource.com ## Austin Peterson, Associate Planner ## City of Becker ## 12060 Sherburne Avenue ## Becker, MN 55308on RE: Project Narrative for the Edgewood Village Mixed-Use Residential Plat ## Preliminary Plat Submittal, City of Becker, Sherburne County, Minnesota ## Mr. Pererson, We are writing on behalf of Kuepers Land Development, Inc. and True Blue Construction, Inc. (Developers) to provide a project Narrative for the Edgewood Village Mixed-Use Residential Development in the City of Becker, Sherburne County, Minnesota. We offer this information to supplement the preliminary plat application package. Following is a brief description of the Existing Conditions of the property, an Outline of the Proposed Development and a Summary of the Project and Entitlements. ## Existing Conditions: The property is situated on the south side of Edgewood Blvd. east of 1 st Street in the City of Becker. The project property (property) includes approximately 19.23 acres of real estate, which is part of the Evergreen Park North Plat. There is little relief across the site and the ground cover is primarily prairie grass. Medium to heavy density brush extends throughout the site, which appears to have been clear-cut at some time in the past. Lu Ann Drive extends from the southwest and stops at the southeast quadrant of the property. Public sanitary sewer, watermain and storm sewer are located within the improved portion of Lu Ann Drive. The Lu Ann right-of-way is platted and extends up to Edgewood Blvd. but is not improved to date. The land to the north of the property is vacant and is utilized for agriculture crops. The property to the west is occupied and utilized as retail, commercial and light industrial businesses. The property to the northeast is occupied by the Prairie Village Apartments and the property to the southeast is occupied by single-family residential homes. There is a high-tension aerial power line that extends north and south along the eastern property boundary but there are no bases located on the property. The City of Becker has applied for and was awarded a grant to build the extension of Lu Ann Drive to Edgewood Blvd. The City Engineer is tasked with the design and construction for Lu Ann Drive along with the proposed public utility extensions within the right-of-way. Smal utilities (gas, electric and data) are installed up to the end of Lu Ann Drive. ## Exhibit A 2 ## Project Narrative, Edgewood Villlage Project, City of Becker ## Sherburne County, Minnesota ## Outline of Proposed Development: The project layout includes a mixture of residential units, which include four 38-unit apartment buildings, three 8-unit buildings, five 5-unit townhome buildings and 7 twin home units for a total of 215 units on 19.23 acres and a proposed density of 11.18 units per acre. The apartments will be for rent, and the balance of the homes will be owner occupied. We offer the following information for the proposed development. ## General Information: Existing Zoning Designation: Multi-Family High Density. Proposed Zoning Designation Planned Unit Development (PUD) Conditional Use Permit (CUP) Overall Density: 11.18 units per acre. ## Apartment Lots: ## Front Yard Setback 30’ ## Side Yard Setback 30’ Rear Yard Setback 30’. Lot coverage (max) 56% Note there are proposed Edgewood Blvd. additional right-of-way dedications shown on the plans. The proposed configuration accounts for the expanded right-of-way into account and also please refer to plans submitted for parking and carport calculations. ## Townhome (5-Unit Rowhomes): Lot Area (min) 1,248 s.f. Lot Width (min) 26’ Lot Depth (min) 48’ Structure Height (max) 45’ Lot Coverage (max) n/a ## Townhome (8-Unit Buildings): Lot Area (min) 768 s.f. Lot Width (min) 24’ Lot Depth (min) 32’ Structure Height (max) 45’ Lot Coverage (max) n/a ## Front Yard Setback 30’ Side Yard Setback (b/w bldgs) 20’ ## Corner Yard Setback 20’ ## Rear Yard Setback 30’ 3 ## Project Narrative, Edgewood Villlage Project, City of Becker ## Sherburne County, Minnesota ## Twin Homes: Lot Area 8,061 s.f. Lot Width (min) 46’ Lot Depth (min) 133’ Structure Height (max) 45’ Lot Coverage (max) 35% Front Yard Setback 30’ for majority of units 20’ reduced setback for Lots 5-8, Block 5 and Lots 1-5, Block 8 around cul-de-sac in center of site ## Side Yard Setback 10’ ## Corner Yard Setback 20’ ## Rear Yard Setback 30’ ## Outline of Proposed Development: We recently submitted a request to revise sections of the zoning code to incorporate consistency of density and terms in several sections of the City Code of Ordinances. In addition, we requested the Comprehensive Plan be amended to allow the proposed density in this district. We are expecting these items to be added to the Planning Commission agenda on April 27 th , 2026. Assuming the review is positive, we expect these items to be added to the next available City Council agenda. An application for a TIF was submitted approximately 3 weeks ago. The process of review is ongoing and eventually should align with the review and approval of the final plat for the project. This preliminary plat and PUD/CUP application is planned to be on the May 18 th , 2026, Planning Commission agenda and assuming the review is positive, will be added to the first City Council meeting in June. We also request that a Request to Set a Hearing for TIF be on the agenda for the City Council to set a date for the hearing at least 60 days from the City Council Preliminary Plat approval. The balance of the review for the final plat and final construction documents will be scheduled following final preliminary plat approval. Within this timeline, the City Engineer and City of Becker plans to proceed of Lu Ann Drive and utility extensions. If all goes well, the project and Lu Ann Drive bidding and construction schedule will be similar so we can coordinate utility installation, connections and service connections. Please review the information in this narrative and enclosed materials and contact my office if there are any questions or concerns. We look forward to working with you though the completion of the design and construction for this project. We all believe this is going to be a wonderful project and great addition to the City of Becker! ## Sincerely, Land & Resource Consulting, Inc. ## Todd J. Olin, President ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat ## Title Sheet ## C0.0 ## Edgewood Village ## Becker, MN ## Preliminary Plat ## WARNING ## PROJECT BENCHMARKS ## PROJECT CONTACTS ## OWNERS ## CIVIL ## ENGINEER ## SURVEY ## Kuepers Architects & Builders ## 17018 Commercial Park Road ## Brainerd, MN 56401 ## Steve Kuepers stevek@kuepers.com ## Land & Resource Consulting 14260 23rd Ave N ## Plymouth, MN 55447 ## Randy Hedlund 651-398-3586 ## RandyH@landandresource.com The contractor shall be responsible for identifying the locations of all existing utilities. Contractor shall cooperate with all utility companies in maintaining their service and / or relocation of lines The contractor shall contact "Gopher State One Call" at least 48 hours in advance for the locations for all underground wires, cables, conduits, pipes, manholes, valves or other buried structures before digging. The contractor shall repair or replace the above when damaged during construction at no cost to the owner. ## LEGAL DESCRIPTION ## VICINITY MAP ## GENERAL NOTES Gorman Surveying Inc. 8640 Harriet Ave S. ## Bloomington, MN 55420 ## Chris Weiland 952-346-8300 ## GormanSurveying@outlook.com ## ARCHITECT ## SHEET INDEX & SUBMITTALS C0.0 - Title SheetC1.0 - Existing Conditions & Removals - OverallC1.1 - Existing Conditions & Removals - NorthC1.2 - Existing Conditions & Removals - SouthC2.0 - Preliminary PlatC2.1 - Site Plan - NorthC2.2 - Site Plan - SouthC3.1 - Grading, Drainage & Erosion Control - NorthC3.2 - Grading, Drainage & Erosion Control - SouthC4.1 - Utility Plan - NorthC4.2 - Utility Plan - South L2.1 - Landscape Plan - NorthL2.2 - Landscape Plan - SouthL7.0 - Landscape Details 04.24.2026 ## XXXXXX April 24, 2026 1. MN statute requires notifications per "State One Call" prior to commencing any grading, excavations or underground work. 2. The contractor shall field verify locations and elevations of existing utilities and topographic features prior to commencement of construction activity. The contractor shall notify the engineer of any discrepancies or variations from the plans. 3. The contractor shall take all precautions necessary to avoid property damage to to adjacent properties during the construction phase of this project. The contractor will be held responsible for any damages to adjacent properties occurring during the construction phase of this project. 4. The contractor will be responsible for providing and maintaining traffic control devices such as barricades, warning signs, directional signs, flagman and lights to control the movement of traffic where necessary. Placement of these devices shall be approved by the engineer prior to placement. Traffic control devises shall conform to the appropriate MN Department of Transportation Standards. 5. In accordance with generally accepted construction practices, the contractor will be solely and completely responsible for the conditions on the job site, including safety for all persons and property during the performance of the work. This requirement will apply continuously and not be limited to normal working hours. 6. The duty of the engineer or developer to conduct construction review of the contractors performance is not intended to include review of the adequacy of the contractors safety measures in, or near the construction site. 7. Before beginning construction the contractor shall install erosion and sedimentation control measures in accordance with NPDS permit requirements, best management practices, state and local requirements and the details shown on the detail sheet(s) of the project plan set. 8. All construction permits, applications and fees are the responsibility of the contractor.9. All entrance and connections to city streets shall be constructed per the requirements of the state and local jurisdictions, The contractor shell be responsible for all permits and notifications as required. 10. All street repairs and patching shall be preformed per the requirements of the city. All traffic control shall be provided by the contractor and shall be established per the requirements the MN manual of uniform traffic control devices and the city. This shall include all signage, barricades, flashers and flaggers as needed. All public streets shall be open to traffic at all times. 11. Adjust all existing structures, both public and private to the proposed grades where disturbed and comply with all requirements of the utility owners. Structures being reset to paved areas must meet owners requirements for traffic loading. 12. Existing conditions topographic survey provided by others. ## XXXXX ## Top Nut Hydrant: 976.33Top Nut Hydrant: 977.73Top Nut Hydrant: 978.51 ## X ## Kuepers Architects & Builders ## 17018 Commercial Park Road ## Brainerd, MN 56401 ## Chris Raimann 218-824-2233 chrisr@kuepers.com The Latest Edition of the Minnesota Department of Transportation "Standard Specification for Construction" shall apply.The Latest Edition of the City Engineers Association of Minnesota (CEAM) standard specifications shall apply.The Latest Edition of the City of Becker engineering standards and specifications shall apply. All federal, state, and local laws, regulations, and ordinances shall be complied with in the construction of this project.All traffic control devices and signaling shall conform to the latest edition of the Minnesota Manual on Uniform Traffic Control Devices. Including the latest field manual for temporary traffic control zone layouts. ## GOVERNING SPECIFICATIONS ## X ## SITE ## City of Becker Hwy 10 ## 117th St127th St ## 165th Ave SE Hwy 10 ## River Rd SE ## Mississippi River Hwy 94 ## Lot 4, Block 3, Evergreen Park North All minerals and mineral rights reserved for the State of Minnesota in trust for the taxing districts concerned, pursuant to the Conveyance of Tax Forfeited Lands dated February 14, 1951 and filed with the Sherburne County Recorder on August 24, 1951, in Book 78 of Deeds, Page 603 (as to the SE 1/4, and the NW 1/4 of the SE 1/4, all in Section 25, Township 34, Range 29). That the boundaries are registered and Judicial Monuments set per the survey filed in the office of the Registrar of Titles, and with the District Court. (Certificate Number: 8470 Torrens) ## AND Lot 5, Block 2, except the East 150 feet thereof, Lot 6, Block 2, except the East 150 feet thereof; Lot 5, Block 3; Lot 7, Block 3; Lot 8, Block 3 and Lot 9 Block 3; all in Evergreen Park North, Sherburne County, Minnesota (Abstract) ## AND Lot Six (6), Block Three (3) in Evergreen Park North, Sherburne County, Minnesota (Abstract) Abstract/Torrens Property ## X ## Top Nut Hydrant: 977.79Top Nut Hydrant: 976.30 Exhibit % 975 973 973 974 976 975 976 975 973 974 976 976 974 974 975 975 972 973 974 974 975 975 973 974 974 974 975 974 976 974 974 974 974 975 974 974 975 975 974 976 976 975 974 974 974 974 974 975 975 972 973 974 976 976 975 975 980 976 976 976 977 978 979 973 974 972 974 974 974 975 974 974 974 974 974 974 970 968 974 974 975 974 977 972 974 974 973 974 974 974 974 975 976 976 976 975 974 975 974 973 974 974 975 974 974 972 975 974 976 976 975 974 974 974 974 974 974 975 974 975 976 975 978 977 978 977 978 977 976 975 976 976 972 976 975 974 976 977 980 973 974 974 974 976 975 976 975 976 971 973 974 976 975 974 973 972 972 974 974 974 974 975 974 974 975 976 976 974 976 974 974 975 975 974 974 ## LU ANN DRIVE ## EDGEWOOD STREET SE 350.0' 350.0' 350.0' ## GRE EASEMENT PER ## DOCUMENT NO. T63360 ## TRANSMISSION LINE EASEMENT ## PER DOCUMENT NO. 116159 ## MATCH LINE FORENLARGED PLANS ## OAKWOOD ## COMMUNITY ## CHURCH ## MLV HOLDINGS, ## LLC ## HALLER ## PROPERTIES LLC ## MELONBOTTOM ## LLC ## LTTM ## PROPERTIES ## LLC ## LTTM ## PROPERTIES ## LLC 12918 ## 1ST ST LLC ## STRUCTURAL ## COMPLEX LLC ## ROGER AKER ## STRUCTURAL ## COMPLEX ## LLC ## AMANDA & ## ZACHARY ## GARDNER ## SARAH & ## GERRY BASS ## JACOB ## TURNQUIST ## ERIN & ## JOSHUA ## HUNTER ## HEIDI & ## MICHAEL ## BISHIR ## ROSS ## NARRAGON ## VICKI ## JOHNSON ## SARAH & ## JOSHUA ## SEVERSON ## REBECCA ## OELMANN ## MAX & RYAN ## HUBBARD ## BROOKE ## DAY ## JO VASQUEZ ## & JAYMIE ## WAGNER ## KAR ## LEVCHAK & ## JARED ## FROLIK ## ANGELICA & ## SPENCER ## RINDE ## DEBORAH & ## MICHAEL ## MADGES ## MARK ## FRIEDERICHSEN ## PRAIRIE ## VILLAGE ## HOMES NBHD A ## P & K ## INVESTORS LLC ## HO CARLSON & ## SAMUEL NOLAND ## JANICE & ## DONALD MOREN ## TAYLOR KLEIN & ## KLAUSTERMEIER ## LUMBER ONE ## AVON INC ## LUMBER ONE ## AVON INC ## LINDA KLEIN ## JUREK ## ENTERPRISES LLC ## JEANNINE & A. ## JEWELL ## BARB ## KNUTSON ## THOMAS ## OLEJAR ## BECKER HOUSING LIMITED ## PARTNERSHIP C/O CHARLES ## RIESENBERG ## MARGARET & STEVEN JOHNSON ## NORMAN JOHNSON ## SUSAN & ## MICHAEL ## DOERING ## STRUCTURAL ## COMPLEX ## LLC ## ANITA ## LINDBOM 350.0' 350.0' ## GARY HAMMER ## GARY HAMMER ## PROPERTY OWNERS WITHIN ## 350 FEET OF PROJECT, TYP. ## PROPERTY OWNERS WITHIN ## 350' OF PROJECT, TYP. ## JOHN MCCHESNEY ## MARTY HARSTAD ## MARTY HARSTAD ## MARTY HARSTAD ## MARTY HARSTAD ## MARTY HARSTAD ## MARTY HARSTAD ## MARTY HARSTAD ## SHEET - NORTH ## SHEET - SOUTH ## SHEET - NORTH ## SHEET - SOUTH ## LAURA CIR ## MARTIN DR ## 27TH AVE ## HIGHWAY 10 ## BRENDA BLVD ## Existing Conditions - ## Overall ## C1.0 ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat Know what's below. ## Call before you dig. 0 100 200 ## N 100 scale Existing Conditions Notes1. For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. 2. Refer to sheet C1.1 for Existing Conditions and Removals notes. ## Existing Conditions Legend ## XXX ## XXX ## Plan Match Line ## Section Line ## Project BoundaryROW ## Easement ## Property Line ## Existing Contour - MajorExisting Contour - Minor ## Asphalt ## Concrete ## PROPERTY OWNERS, TYP. ## Zoning Legend ## MFH Multi-Family High ## CC Commercial CorridorSFD Single-Family DetachedSFV Single-Family Varied ## SHEET C1.1 - NORTH ## CONTINUED ON SHEET C1.2 ## B-19 l l l l l l ## H ## Y ## D ## ST ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D >> > > > > >> ## GAS PIPELINE ## MARKER=974.22 l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 975 976 974 974 975 974 974 974 975 974 974 975 975 974 976 976 973 974 ## H ## Y ## D 972 974 974 974 975 974 974 975 974 974 975 974 974 974 974 975 974 975 976 974 975 974 974 ## PROJECT BM ## TNH=977.73 ## PROJECT BM ## TNH=976.33 ## PROJECT BM ## TNH=978.51 ## WEST LINE OF NE 1 4 ## OF THE SW 1 4 ## OF SEC. 25, T. 34, R. 29 ## NORTH LINE OF NE 1 4 ## OF THE SW 1 4 ## OF SEC. 25, T. 34, R. 29 ## NE LINE OF RIGHT-OF-WAY OF U.S. HIGHWAYS 10 AND 25 ## EDGEWOOD STREET SE ## LU ANN DR. ## PROJECT BM ## TNH=977.79 ## PROJECT BM ## TNH=976.30 ## S48°07'01"E 1444.49' ## S0°25'52"E 247.43' ## L = 2 6 6 . 1 9 , ## R = 7 1 3 . 9 3 ## D = 2 1 ° 2 1 ' 4 6 " ## S0°03'59"W 17.00' ## N89°56'01"W 310.00' ## N89°56'10"W 66.00' ## N89°56'01"W 313.19' ## N0°31'29"W 581.76' ## N42°02'47"E 66.00' ## N47°57'13"W 240.07' ## N47°57'13"W 304.09' ## L = 2 3 5 . 7 6 , ## R = 2 8 1 . 3 0 ## D = 4 8 ° 0 1 ' 0 9 " ## N0°03'59"E 169.22' ## N0°03'59"E 169.22' ## L = 2 9 1 . 0 7 , ## R = 3 4 7 . 3 0 ## D = 4 8 ° 0 1 ' 0 9 " ## N47°57'13"W 304.09' ## B-4 ## B-7 ## B-8 ## B-12 ## B-17 ## B-18 ## B-20 ## B-2 ## B-1 ## B-5 ## B-3 ## B-10 ## B-11 ## B-13 ## B-14 ## B-15 ## B-16 ## B-9 ## B-6 ## B-24 ## EX CBRIM=972.98 ## I=968.30 (36") NW/SE ## EX CB ## RIM=972.79 ## I=968.44 (16") NE ## EX CB ## RIM=972.88 ## I=970.10 (16") SE ## EX CBRIM=974.22 ## I=967.47 ## EX SAN CO ## RIM=972.72 ## ASPHALT TRAIL ## C1.1 Know what's below. ## Call before you dig. ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat 0 50 100 ## N 50 scale ## Existing Conditions Legend 1. Existing conditions shown are based on actual field survey, City of Becker utility records and utility service provider records and is approximate. Existing conditions shall be verified prior to the start of construction and any inconsistencies shall be reported to the engineer or owner/developer immediately. 2. Soil boring locations shown are approximate. Refer to the geotechnical investigation completed by Independent Testing Technologies dated April 17, 2026. Existing Conditions Notes1. All temporary erosions control measures shall be installed and inspected prior to the start of construction. Refer to sheet 3.1 for erosion prevention and sedimentation control measures utilized. 2. Contractor shall obtain permits for demolition, removals, clearing, grubbing and disposal prior to the start of construction. 3. Dimensions illustrating the limits of demolition and removals are approximate. Coordinate the actual limits of demolition with the proposed improvements. 4. Schedule and complete public roadway demolition and replacement to minimize impacts to traffic. 5. All lane closures and work within the public right-of-way shall be reported to the City of Becker and Sherburne County 7 days prior to the start of construction. 6. Emergency access through the construction areas shall be maintained throughout the course of construction. 7. Contractor shall provide barricades, lights, signs traffic control and other measures necessary to ensure safe traffic flow during the course of construction. 8. Features not designated to be removed shall be protected during the course of construction. Damage to features not designated for removal or altered as part of this project shall be repaired or replaced at no additional cost to the developer, city or county 9. Trees designated for removal includes the root structure. Trees on or near the limits of grading or removals shall be saved unless noted otherwise on the plans. Trees and stumps may be ground onsite. Chipped materials shall not be mixed into subgrade materials under any structures. 10. Contractor shall remove all features including, but not limited to underground utilities, fence, walls, footings, walls, lighting, signs, stairs, and landscaping within the grading and demolition limits unless otherwise noted on the plans. 11. Coordinate removal, termination, and reuse of existing utilities and appurtenances with service providers. Restore all disturbed utilities or coordinate repair/replacement with the utility service providers. 12. Exiting conduits and underground pipes may be abandon in-place if filled properly with sand or flowable fill if the existing utilities are ore not in conflict with existing or proposed utilities or structures. Termination of a utility shall be completed in accordance with the utility service provider's standards. 13. Demolition debris shall become property of the contractor unless noted otherwise on the plans. All construction debris shall be removed from the site to an approved location. 14. Report the presence of wells and drain fields and septic tanks to the engineer and owner.Removals and Clearing Notes ## Monument ## Gate Valve ## Hydrant ## Street LightSignCable Box ## Gas Valve ## Storm ManholeStorm Catch BasinSanitary ManholeSanitary Clean out ## Power PoleElectric Pedestal ## Telecommunications Pedestal ## Soil Borings ## STH ## Y ## D ## XXX ## XXX >> > > l l ## Plan Match Line ## Section Line ## Project BoundaryROWEasementProperty LineExisting Contour - MajorExisting Contour - Minor ## StormSanitary ## Water ## Gas ## Fence ## Asphalt ## Concrete ## Existing Trees ## GAS ## Existing Conditions & Removals - ## North ## B-# ## B-19 l l l l l l l l l l l l l l l l l l l > ## H ## Y ## D ## ST ## ST ## H ## Y ## D ## GAS ## GAS ## GAS ## GAS >> >> >> >> >> >> > > > > > > > > > > > > > > >> >> >> >> >> 975 975 973 974 976 976 975 975 972 973 974 974 975 975 973 974 974 974 975 974 976 974 974 974 973 974 972 974 974 974 970 968 974 974 975 974 977 972 974 974 973 974 974 974 971 973 974 976 974 974 975 ## EAST LINE OF NE 1 4 ## OF THE SW 1 4 ## OF SEC. 25, T. 34, R. 29 ## SOUTH LINE OF NE 1 4 ## OF THE SW 1 4 ## OF SEC. 25, T. 34, R. 29 ## LU ANN DR. ## PROJECT BM ## TNH=977.79 ## PROJECT BM ## TNH=976.30 ## S48°07'01"E 1444.49' ## N42°02'47"E 66.00' ## N47°57'13"W 240.07' ## L=348.83, R=475.87 ## D =42°00'00" ## N0°22'12"E 363.00' ## S89°57'05"E 327.42' ## N47°57'13"W 304.09' = 2 8 1 . 3 0 1 ' 0 9 " 9 1 . 0 7 , ## R = 3 4 7 . 3 0 = 4 8 ° 0 1 ' 0 9 " ## N47°57'13"W 304.09' ## B-12 ## B-17 ## B-18 ## B-20 ## B-21 ## B-22 ## B-23 ## B-14 ## B-16 ## B-24 ## EX CBRIM=972.98 ## I=968.30 (36") NW/SE ## EX CBRIM=973.23 ## I=967.63 (42") ## EX CBRIM=973.94 ## I=967.78 (42") ## EX CBRIM=973.66 ## I=967.94 (42") ## EX CB ## RIM=972.79 ## I=968.21 (20") NI=968.21 (36") NWI=968.21 (16") WI=968.21 (42") ## EX STMH ## RIM=973.05 ## I=968.85 (16") EI=968.32 (16") NI=968.30 (20") S ## EX CB ## RIM=972.79 ## I=968.44 (16") NE ## EX STMHRIM=973.12 ## I=969.34 (16") SE ## EX SAN CO ## RIM=972.72 ## EX SSMHRIM=973.80 ## I=960.92 (12") ## EX SSMHRIM=974.55 ## I=960.57 (12") ## EX SSMH ## RIM=973.66 ## I=960.16 (12") ## EXISTING FENCE ## MAILBOXES (2) ## GAS LINE ## CONTINUED ON SHEET C1.1 ## SHEET C1.2 - SOUTH ## TRANSMISSION LINE ## EASEMENT PER ## DOCUMENT NO. 116159 ## GRE EASEMENT PER DOCUMENT NO. T63360 ## SHED TO BE ## REMOVED BY ## OTHERS ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat Know what's below. ## Call before you dig. 0 50 100 ## N 50 scale ## Existing Conditions & Removals - ## South ## C1.2 General Site Notes1. For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. 2. Refer to sheet C1.0 for Existing Conditions & Removals notes. ## Existing Conditions Legend ## Monument ## Hydrant ## Gate Valve ## Street LightSignCable Box ## Gas Valve ## Storm ManholeStorm Catch BasinSanitary ManholeSanitary Clean out ## Mailbox ## Soil Borings ## Removals Legend ## Sawcut ## Concrete Removal ## Structure Removal ## ST ## H ## Y ## D ## XXX ## XXX >> > > l l ## Plan Match Line ## Section Line ## Project BoundaryROWEasementProperty LineExisting Contour - MajorExisting Contour - Minor ## StormSanitary ## Water ## Gas ## Fence ## Asphalt ## Concrete ## Existing Trees ## GAS ## B-# ## LU ANN DRIVE 30 30 30 30 ## STREET B ## STREET A ## EDGEWOOD STREET SE ## EX. PROPERTYBOUNDARY ## PROP. PROPERTYBOUNDARY ## PROPERTY DEDICATEDRIGHT-OF-WAY 1 2 1 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ## BLOCK 2 ## OUTLOT A ## BLOCK 11 ## BLOCK 1 2 3 4 5 1 2 3 4 5 ## OUTLOT C ## OUTLOT A ## OUTLOT B 1 2 3 4 8 7 6 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 ## BLK 3 ## BLK 4 ## BLK 5 ## BLK 6 ## BLK 7 1 2 3 4 8 7 6 5 1 2 3 4 8 7 6 5 ## BLK 8 ## BLK 9 ## BLK 10 ## OUTLOT C 215.71' 302.58' 422.18' 62.43' 377.06' 39.15' 460.78' 310.00' 164.37' 151.62' 143.47' 146.53' 141.41' 51.50' 57.96' 73.13' 48.23' 86.57' 140.21' 150.75' 55.27' 105.46' 115.17' 133.93' 135.12' 146.56' 114.92' 80.63' 148.74' 144.31' 165.51' 163.65' 88.71' 20.18' 358.85' ## R = 6 0 . 0 0 ## Δ = 3 0 0 ° 0 0 ' 0 0 " 3 1 4 . 1 6 ' 216.31' 165.32' 132.84' 119.39' 253.20' 1 3 8 . 7 4 ' 1 4 7 . 3 6 ' 1 1 8 . 3 7 ' 1 9 2 . 6 6 ' 5 0 0 . 5 7 ' 5 4 . 7 3 ' 3 1 . 2 7 ' 3 4 . 5 6 ' 3 2 . 8 0 ' 3 4 . 5 3 ' 3 5 . 0 5 ' 4 4 . 5 0 ' 6 5 . 1 7 ' 5 4 . 0 2 ' 4 6 . 4 4 ' 3 0 6 . 9 5 ' 2 5 8 . 2 3 ' 247.43' 7 2 . 5 5 ' 5 7 . 9 1 ' 1 2 0 . 9 6 ' 327.42' 363.00' 4 8 . 1 3 ' 5 7 . 0 3 ' 4 9 . 7 3 ' 59.09' 48.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 48.00' 48.00' 24.00' 24.00' 24.00' 24.00' 24.00' 24.00' 24.00' 24.00' 24.00' 24.00' 24.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 26.00' 48.00' 48.00' 4 8 . 0 2 ' 4 5 . 2 2 ' 2 2 . 3 2 ' 2 4 . 4 0 ' 8 8 . 0 0 ' ## 247.43' S0°25'52"E ## 1444.49' S48°07'01"E ## 363.00' S0°22'12"W ## L = 2 6 6 . 1 9 , ## R = 7 1 3 . 9 3 ## D = 0 2 1 ° 2 1 ' 4 6 " ## 581.76' N0°31'29"W ## 66.00' N42°02'47"E ## 240.07' N47°57'13"W ## L=348.83, R=475.87 ## D =042°00'00" ## 327.42' S89°57'05"E ## 15.00' S0°03'57"W ## 60.00' N89°56'03"W ## 310.00' S89°56'01"E ## 2.00' S0°04'04"W ## 253.20' N89°56'03"W ## L=1 5 4.22 , ## R=1 6580 4.24 ## D= 00 0 ° 03 '12" ## L=1 5 4.22 , ## R= 8 2 98 4. 89 ## D= 000 ° 06 '2 3 " ## 304.09' N47°57'13"W ## 304.09' N47°57'13"W ## L = 2 9 1 . 0 7 , ## R = 3 4 7 . 3 0 ## D = 0 4 8 ° 0 1 ' 0 9 " ## L = 2 3 5 . 7 6 , ## R = 2 8 1 . 3 0 ## D = 0 4 8 ° 0 1 ' 0 9 " ## EX. PROPERTY ## BOUNDARY ## PROP. PROPERTY ## BOUNDARY ## PROPERTY DEDICATED ## RIGHT-OF-WAY ## GRE EASEMENT PER ## DOCUMENT NO. T63360 ## TRANSMISSION LINE EASEMENT ## PER DOCUMENT NO. 116159 ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat ## Preliminary ## Plat ## C2.0 ## Legal Description ## Lot 4, Block 3, Evergreen Park North All minerals and mineral rights reserved for the State of Minnesota in trust for the taxing districts concerned, pursuant to the Conveyance of Tax Forfeited Lands dated February 14, 1951 and filed with the Sherburne County Recorder on August 24, 1951, in Book 78 of Deeds, Page 603 (as to the SE 1/4, and the NW 1/4 of the SE 1/4, all in Section 25, Township 34, Range 29). That the boundaries are registered and Judicial Monuments set per the survey filed in the office of the Registrar of Titles, and with the District Court. (Certificate Number: 8470 Torrens) ## AND Lot 5, Block 2, except the East 150 feet thereof, Lot 6, Block 2, except the East 150 feet thereof; Lot 5, Block 3;Lot 7, Block 3; Lot 8, Block 3 and Lot 9 Block 3; all in Evergreen Park North, Sherburne County, Minnesota (Abstract) ## AND Lot Six (6), Block Three (3) in Evergreen Park North, Sherburne County, Minnesota ## (Abstract) Abstract/Torrens Property ## Lot Area Table Know what's below. ## Call before you dig. ## Lot Number ## Square Feet ## Acres Block 1 1 193,211 4.44 2 90,056 2.07 Block 2 1 84,880 1.95 Block 3 1 1,248 0.03 2 1,248 0.03 3 1,248 0.03 4 1,248 0.03 5 1,248 0.03 Block 4 1 1,248 0.03 2 1,248 0.03 3 1,248 0.03 4 1,248 0.03 5 1,248 0.03 Block 5 1 768 0.02 2 768 0.02 3 768 0.02 4 768 0.02 5 768 0.02 6 768 0.02 7 768 0.02 8 768 0.02 Block 6 1 768 0.02 2 768 0.02 3 768 0.02 4 768 0.02 5 768 0.02 6 768 0.02 7 768 0.02 8 768 0.02 Block 7 1 768 0.02 2 768 0.02 3 768 0.02 4 768 0.02 5 768 0.02 6 768 0.02 7 768 0.02 8 768 0.02 ## Lot Number ## Square Feet ## Acres Block 8 1 1,248 0.03 2 1,248 0.03 3 1,248 0.03 4 1,248 0.03 5 1,248 0.03 Block 9 1 1,248 0.03 2 1,248 0.03 3 1,248 0.03 4 1,248 0.03 5 1,248 0.03 Block 10 1 1,248 0.03 2 1,248 0.03 3 1,248 0.03 4 1,248 0.03 5 1,248 0.03 Block 11 1 8,315 0.19 2 8,727 0.20 3 8,061 0.19 4 8,733 0.20 5 8,831 0.20 6 12,901 0.30 7 9,445 0.22 8 9,394 0.22 9 9,956 0.23 10 11,586 0.27 11 9,478 0.22 12 9,459 0.22 13 9,488 0.22 14 9,831 0.23 ## Outlots ## A 31,477 0.72 ## B 64,019 1.47 ## C 37,754 0.87 0 100 200 ## N 100 scale ## B-19 ## ST ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## B-4 ## B-7 ## B-8 ## B-12 ## B-17 ## B-18 ## B-20 ## B-2 ## B-1 ## B-5 ## B-3 ## B-10 ## B-11 ## B-13 ## B-14 ## B-15 ## B-16 ## B-9 ## B-6 ## B-24 ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBLSBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBLSBLSBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBLSBLSBLSBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBLSBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## STORM ## BASIN 1 2 ## PROPOSED LU ANN EXTENSION ## (BY OTHERS) ## STORM ## BASIN 1 1 14 2 3 4 5 1 2 3 4 5 1 2 3 4 8 7 6 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 ## DOG ## PARK ## PLAY ## AREA 1 2 3 4 8 7 6 5 1 2 3 4 8 7 6 5 ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## APARTMENT 3 ## 38 UNITS ## (3 STORIES) ## APARTMENT 2 ## 38 UNITS ## (3 STORIES) ## APARTMENT 1 ## 38 UNITS ## (3 STORIES) ## APARTMENT 4 ## 38 UNITS ## (3 STORIES) 66.0' 22.7' ## R3.0' 26.0' 44.0' 66.0' 46.0' 44.0' 44.0' 66.0' 26.0' 66.0' ## R3.0' ## R10.0' ## R10.0' ## R3.0' 26.0' ## R10.0' ## R3.0' 46.0' 25.3' ## R3.0' ## R3.0' ## R3.0' ## R3.0' ## R3.0' ## R10.0' ## R3.0' 26.0' ## LIMITS OF CITY PROJECT BY ## OTHERS TO INCLUDE ## ENTRANCES (TYP.) ## R10.0' ## R3.0' ## R3.0' 46.0' ## SHEET C2.1 - NORTH ## CONTINUED ON SHEET C2.2 ## R70.0' ## EX. PROPERTY ## BOUNDARY ## PROP. PROPERTY ## BOUNDARY ## EX. PROPERTYBOUNDARY ## PROP. PROPERTYBOUNDARY ## PROPERTY DEDICATED ## RIGHT-OF-WAY ## EX. ASPHALT TRAIL ## EDGEWOOD STREET SE ## LU ANN DR. ## CARPORT (TYP.) ## 20' X 10' PARKING STALL (TYP.) ## R3.0' ## R3.0' ## R3.0' ## R3.0' ## 20' X 10' PARKING STALL (TYP.) ## 18' X 10' ## PARKING ## STALL (TYP.) ## 20' X 10' PARKING STALL (TYP.) ## R3.0' ## ROW ## R10.0' ## 6 CONCRETESIDEWALK ## (TYP)' ## R3.0' ## B612 CURB & GUTTER (TYP.) ## 6' CONCRETE SIDEWALK (TYP.) ## B612 CURB & GUTTER (TYP.) ## CARPORT (TYP.) ## CARPORT (TYP.) ## CARPORT (TYP.) ## 18' X 10'PARKING ## STALL (TYP.) ## REFUSE ## ENCLOSURE ## REFUSEENCLOSURE ## REFUSE ## ENCLOSURE ## BLOCK 2 ## OUTLOT C ## BLOCK 1 ## OUTLOT A ## BLK 3 ## BLK 4 ## BLK 5 ## BLK 6 ## BLK 7 ## BLK 8 ## BLK 9 ## BLK 10 ## OUTLOT A ## R10.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 30.0' 10.0' 30.0' 30.0' 30.0' 10.0' 10.0' 10.0' 10.0' 26.0' 10.0' 5.0' 30.0' 5.0' 5.0' 30.0' 30.0' 30.0' 10.0' 5.0' 14.0' 10.0' 10.0' 5.0' 5.0' 25.7' 10.0' 30.0' 10.0' ## Site Plan - ## North ## C2.1 ## Legend ## Building Setback LineEasement Line ## SBL Know what's below. ## Call before you dig. ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat 0 50 100 ## N 50 scale General Site Notes1. For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. 2. Dimensions are to outside foundation wall, back of curb or edge of bituminous pavement unless noted otherwise on the drawings. 3. The building and structure location and orientation is shown on the plans in relation to the property boundary and right-of-way. 4. Building and structure dimensions are approximate. Architectural and structural plans shall be utilized to stake the new structures and buildings. 5. Erosion control and sedimentation control measures shall be installed and inspected prior to the start of construction. 6. City infrastructure shall be built in accordance with City of Becker material and construction methods. In the event of a discrepancy, the City Standards shall govern. 7. Improvements within the County right-of-way shall be constructed in accordance with County Construction Standards. In the event of a discrepancy, the County Standards shall govern. ## Zoning & Setback SummaryArea Summary ## Existing:Pervious: 832,723 sf 19.1 ac 100% Impervious: 259 sf 0.1 ac 0% ## Total 832,982 sf 19.1 ac 100% ## Proposed:Pervious: 458,343 sf 10.5 ac 55 % Impervious: 374,639 sf 8.6 ac 45% ## Total 832,982 sf 19.1 ac 100% ## Parking Summary ## Required Parking Two Family Dwellings and Townhouses: 2 per unit Multi-Family Dwellings: 1.5 per unitProvided Parking Two Family Dwellings and Townhouses: 2 per unit ## Multi-Family Dwellings: Apartment 1 & 2 Surface: 118Apartment 1 & 2 Covered: 29Apartment 1 & 2 Total: 147 (1.9 per unit)Apartment 3 Surface: 59Apartment 3 Covered: 18Apartment 3 Total: 77 (2 per unit)Apartment 4 Surface: 49Apartment 4 Covered: 18Apartment 4 Total: 67 (1.7 / unit) ## Existing Zoning Designation: Multi-Family High DistrictProposed Zoning Designation: PUD See Sheet C2.2 for complete Zoning and Setback summary. ## Proposed Bituminous ## ConcreteOpen Space / Pervious Area ## B-19 ## ST ## ST ## GAS ## GAS ## GAS ## GAS ## LU ANN DR. ## B-12 ## B-17 ## B-18 ## B-20 ## B-21 ## B-22 ## B-23 ## B-14 ## B-16 ## B-24 ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBLSBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## PROPOSED LU ANN EXTENSION ## (BY OTHERS) ## STORM ## BASIN ## STORM ## BASIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ## OUTLOT C ## OUTLOT A ## BLOCK 11 2 3 4 5 1 2 3 4 5 ## OUTLOT A ## OUTLOT B 1 2 3 4 8 7 6 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 ## BLK 3 ## BLK 4 ## BLK 5 ## BLK 6 ## BLK 7 1 2 3 4 8 7 6 5 1 2 3 4 8 7 6 5 ## BLOCK 11 ## BLK 8 ## BLK 9 ## BLK 10 ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## APARTMENT 3 ## 38 UNITS ## (3 STORIES) ## R17.0' ## R15.0' ## R20.0' ## R20.0' ## R20.0' 28.0' 60.0' ## R20.0' 60.0' 28.0' 28.0' 60.0' ## CONTINUED ON SHEET C2.1 ## SHEET C2.2 - SOUTH 30.0' 30.0' 10.0' 5.0' ## R45.0' ## R60.0' ## R45.0' ## R60.0' 30.0' 10.0' 30.0' 10.0' 20.0' 20.0' 20.0' 30.0' 20.0' 20.0' 20.0' 10.0' 5.0' 10.0' 30.0' ## CONNECT TO ## EXISTING SIDEWALK ## TYP. ## GRE EASEMENT PER DOCUMENT NO. T63360 30.0' 10.0' 30.0' 20.0' 30.0' 20.0' 20.0' 20.0' ## APARTMENTS - 3 LOTS (152 UNITS) ## Provided ## Dimensions Bl 1 Lot 1 Bl 1 Lot 2 Bl 2 Lot 1 ## Lot Area (min.) 4.44 ac 2.07 ac 1.95 ac ## Lot Width (min.) 150 min ## Lot Depth (min.) 150 min ## Structure Height (max.) 45 ft average height ## Lot Coverage (max.) 56% 56% 52% ## Principal Building Standards Bl 1 Lot 1 Bl 1 Lot 2 Bl 2 Lot 1 ## Front Setback 30 ft ## Side Setback 30 ft ## Corner Setback 30 ft ## Rear Setback 30 ft ## Accessory Building ## Standards Bl 1 Lot 1 Bl 1 Lot 2 Bl 2 Lot 1 ## Max. Structure Area (max.) Carport 1: 3,000 sf Carport 1: 2,712 sf Carport 1: 2,880 sf Carport 2: 2880 sf Carport 2: 2,712 sf Carport 2: 2,424 sf Carport 3: 2721 sf ## Max. Structure Height (max.) 20 ft max. ## Max. Structure Number (max.) n/a ## Front Setback (min.) 30 ft ## Side Setback (min.) 10 ft ## Rear Setback (min.) 10 ft ## TOWNHOMES - TYPE 1 ROWHOMES (25 UNITS) ## Dimensions ## Provided per townhome unit ## Lot Area (min.) 1,248 sf ## Lot Width (min.) 26 ft based on unit envelope ## Lot Depth (min.) 48 ft based on unit envelope ## Structure Height (max.) 45' ## Lot Coverage (max.) n/a ## Principal Building Standards ## Front Setback 30 ft ## Side Setback 20 ft between buildings ## Corner Setback 20 ft ## Rear Setback 30 ft ## TOWNHOMES - TYPE 2 8-PLEXES (24 UNITS) ## Dimensions ## Provided per townhome unit ## Lot Area (min.) 768 sf based on unit envelope ## Lot Width (min.) 24' based on unit envelope ## Lot Depth (min.) 32' based on unit envelope ## Structure Height (max.) 45' ## Lot Coverage (max.) n/a ## Principal Building Standards ## Front Setback 30 ft ## Side Setback 20 ft between buildings ## Corner Setback 20 ft ## Rear Setback 30 ft ## TWINHOMES (14 UNITS) ## Dimensions ## Provided based on each lot (half of twinhome unit) ## Lot Area (min.) 8,061 min. ## Lot Width (min.) 46' min. ## Lot Depth (min.) 133' min. ## Structure Height (max.) 45' ## Lot Coverage (max.) 35% min. ## Principal Building Standards ## Front Setback 30 ft for majority of units 20 ft at Block 5 Lots 5-8 and Block 8 Lots 1-5 (around middle cul-de-sac) ## Side Setback 10 ft ## Corner Setback 20 ft ## Rear Setback 30 ft ## Site Plan - ## South ## C2.2 General Site Notes1. For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. 2. Refer to sheet C2.1 for general site notes. Know what's below. ## Call before you dig. ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat 0 50 100 ## N 50 scale ## LegendZoning and Setback Summary ## Building Setback LineEasement Line ## SBL ## Proposed Bituminous ## ConcreteOpen Space / Pervious Area ## B-19 ## ST ## H ## Y ## D ## H ## Y ## D >> >> 975 976 974 974 975 974 974 974 975 974 974 975 975 974 976 976 973 974 ## H ## Y ## D 972 974 974 974 975 974 974 975 974 974 975 974 974 974 974 975 974 975 976 974 975 974 974 ## EDGEWOOD STREET SE ## LU ANN DR. ## B-4 ## B-7 ## B-8 ## B-12 ## B-17 ## B-18 ## B-20 ## B-2 ## B-1 ## B-5 ## B-3 ## B-10 ## B-11 ## B-13 ## B-14 ## B-15 ## B-16 ## B-9 ## B-6 ## B-24 ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBLSBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBLSBLSBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBLSBLSBLSBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBLSBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL 8 12 11 18 4 9 23 11 15 13 12 12 11 11 9 16 4 12 14 9 10 10 9 9 ## STORM ## BASIN 8 10 1 2 2 ## PROPOSED LU ANN EXTENSION ## (BY OTHERS) ## STORM ## BASIN 1 1 14 2 3 4 5 1 2 3 4 5 1 2 3 4 8 7 6 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 ## DOG ## PARK ## PLAY ## AREA 1 2 3 4 8 7 6 5 1 2 3 4 8 7 6 5 ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SBL ## SHEET C3.1 - NORTH ## CONTINUED ON SHEET C3.2 21+00 22+00 22+67 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 40+00 41+00 30+00 31+00 32+00 33+00 33+96 75.15 74.53 75.56 2.1% 5.0% 5.6% 2.9% 76.00 2.3% 2.0% 2.0% 2.5% 6.7% 6.3% 6.1% 6.1% 6.3% 5.7% 5.6% 5.3% 5.2% 4.2% 73.84 74.00 74.62 3.6% 1.2% 3.3% 4.0% 4.5% 3.9% 76.70 74.08 76.00 74.16 74.51 74.12 73.43 73.69 5.0% 4.2% 4.3% 4.5% 4.9% 5.5% 5.3% 5.8% 6.1% 5.9% 4.6% 4.0% 2.0% 3.1% 2.0% 2.3% 73.78 2.0% 2.0% 7.8% 7.8% 7.8% 7.9% 7.6% 7.3% 7.1% 6.9% 7.9% 8.3% 8.7% 9.2% 7.3% 2.0% 2.0% 3.8% 3.6% 3.8% 4.2% 4.2% 4.9% 4.8% 5.0% 5.2% 6.0% 2.0% 2.8% 2.1% 2.6% 2.8% 2.9% 3.1% 3.1% 2.0% 2.2% 2.1% 0.5% 2.0% 2.0% 3:1 3:1 3:1 3:1 4:1 4:1 3:1 3:1 3:1 6:1 6:1 2.0% ## EOF 73.47 ## EOF 1.9% 2.7% 2.2% 2.1% 1.5% 1.6% 1.9% 3.4% 2.9% 1.9% 2.1% 1.8% 1.6% 1.6% 1.6% 1.7% 0.8% 0.6% 1.7% 1.5% 1.8% 2.0% 1.5% 1.5% 1.5% 1.5% 2.6% 1.8% 1.5% 1.5% 1.5% 1.5% 0.6% 0.6% 0.6% 0.6% 0.7% 1.6% 1.6% 1.7% 1.9% 1.2% 1.2% 2.4% 1.5% 1.5% 1.0% 1.5% 1.5% 2.7% 1.9% 1.7% 2.2% 2.0% 1.7% 2.6% 2.1% 1.9% 2.0% 2.1% 2.1% 2.0% 2.0% 2.2% 0.6% 0.5% 0.6% 0.5% 1.6% 0.6% 1.3% 1.5% 1.8% 1.5% 1.4% 0.9% 2.0% 2.0% 2.3% 2.0% 2.1% 2.0% 2.1% 2.0% 2.0% 2.0% ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF 73.62 76.00 74.56 74.80 74.52 76.20 75.41 76.00 76.00 76.00 76.00 76.00 76.00 74.48 72.80 74.30 74.90 73.50 74.50 73.50 74.50 73.60 74.79 73.83 74.74 75.40 75.40 75.00 75.00 75.00 74.80 74.80 75.00 74.94 74.95 75.00 74.90 74.60 74.60 74.20 74.40 74.60 74.60 74.60 74.60 74.60 74.40 73.80 73.90 74.80 74.80 75.00 75.00 75.00 75.00 74.70 74.80 74.80 73.50 74.50 74.50 73.50 73.80 73.50 74.40 73.50 74.50 74.50 73.50 74.50 74.35 74.60 74.60 75.00 75.00 75.00 75.00 75.00 75.00 75.00 75.00 74.80 74.50 73.51 74.50 74.40 73.50 74.40 73.50 74.50 73.50 74.50 75.00 74.50 74.50 74.50 75.20 75.40 76.00 76.00 75.50 74.70 74.00 74.60 75.10 74.80 74.40 74.70 74.70 74.00 74.00 74.60 74.60 74.60 74.60 74.80 74.80 74.80 74.80 74.80 74.60 74.50 73.44 74.35 74.10 74.80 74.50 75.00 75.00 74.50 74.80 74.00 74.00 75.00 74.50 74.80 74.80 74.70 74.40 74.20 74.65 75.00 73.50 73.50 74.50 75.20 73.50 74.50 74.50 74.70 74.50 74.50 75.50 75.00 74.80 74.40 74.20 74.50 75.70 73.50 75.70 75.40 75.40 75.50 73.50 73.50 74.50 75.50 74.50 73.50 75.50 73.50 75.00 74.50 73.88 74.49 74.50 74.85 974 975 975 974 976 975 974 976 975 974 976 977 975 974 976 977 975 974 974 976 977 975 972 973 974 976 977 970 968 969 971 970 968 969 971 972 973 975 975 976 976 977 975 976 977 975 974 976 977 975 975 976 976 976 974 974 974 975 975 974 974 975 975 974 974 974 974 974 975 975 975 974 976 974 975 975 976 975 974 974 974 975 975 975 974 973 975 973 974 976 970 969 971 972 973 969 969 970 971 972 973 975 974 976 975 974 975 975 975 977 977 974 977 976 976 977 977 977 977 977 976 976 976 ## GF=977.0 ## SOG (976.8) ## GF=977.0 ## SOG (976.8) ## GF=977.0SOG (976.8) (976.8) ## SOG ## GF=977.0 ## SOG ## GF=977.0 ## SOG ## GF=977.5 ## SOG ## GF=977.5 (975.8) ## SOG ## GF=976.0 (975.8) ## SOG ## GF=976.0 ## 38 UNIT APARTMENT ## BUILDING 2 FFE=976.0 ## 38 UNIT APARTMENT ## BUILDING 3 FFE=976.0 ## 38 UNIT APARTMENT ## BUILDING 1 ## FFE=976.0 ## 38 UNIT APARTMENT ## BUILDING 4 ## FFE=976.0 73.35 74.00 0.7% 0.5% 0.5% 1.0% 1.0% 73.03 75.70 974 974 974 ## BTM = 968.00 ## HWL = 970.76 ## BTM = 969.00 ## HWL = 971.29 ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF 73.44 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> 21+00 22+00 22+67 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 40+00 41+00 30+00 31+00 32+00 33+00 33+96 75.15 74.53 75.56 2.1% 5.0% 5.6% 2.9% 76.00 2.3% 2.0% 2.0% 2.5% 6.7% 6.3% 6.1% 6.1% 6.3% 5.7% 5.6% 5.3% 5.2% 4.2% 73.84 74.00 74.62 3.6% 1.2% 3.3% 4.0% 4.5% 3.9% 76.70 74.08 76.00 74.16 74.51 74.12 73.43 73.69 5.0% 4.2% 4.3% 4.5% 4.9% 5.5% 5.3% 5.8% 6.1% 5.9% 4.6% 4.0% 2.0% 3.1% 2.0% 2.3% 73.78 2.0% 2.0% 7.8% 7.8% 7.8% 7.9% 7.6% 7.3% 7.1% 6.9% 7.9% 8.3% 8.7% 9.2% 7.3% 2.0% 2.0% 3.8% 3.6% 3.8% 4.2% 4.2% 4.9% 4.8% 5.0% 5.2% 6.0% 2.0% 2.8% 2.1% 2.6% 2.8% 2.9% 3.1% 3.1% 2.0% 2.2% 2.1% 0.5% 2.0% 2.0% 3:1 3:1 3:1 3:1 4:1 4:1 3:1 3:1 3:1 6:1 6:1 2.0% ## EOF 73.47 ## EOF 1.9% 2.7% 2.2% 2.1% 1.5% 1.6% 1.9% 3.4% 2.9% 1.9% 2.1% 1.8% 1.6% 1.6% 1.6% 1.7% 0.8% 0.6% 1.7% 1.5% 1.8% 2.0% 1.5% 1.5% 1.5% 1.5% 2.6% 1.8% 1.5% 1.5% 1.5% 1.5% 0.6% 0.6% 0.6% 0.6% 0.7% 1.6% 1.6% 1.7% 1.9% 1.2% 1.2% 2.4% 1.5% 1.5% 1.0% 1.5% 1.5% 2.7% 1.9% 1.7% 2.2% 2.0% 1.7% 2.6% 2.1% 1.9% 2.0% 2.1% 2.1% 2.0% 2.0% 2.2% 0.6% 0.5% 0.6% 0.5% 1.6% 0.6% 1.3% 1.5% 1.8% 1.5% 1.4% 0.9% 2.0% 2.0% 2.3% 2.0% 2.1% 2.0% 2.1% 2.0% 2.0% 2.0% ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF 73.62 76.00 74.56 74.80 74.52 76.20 75.41 76.00 76.00 76.00 76.00 76.00 76.00 74.48 72.80 74.30 74.90 73.50 74.50 73.50 74.50 73.60 74.79 73.83 74.74 75.40 75.40 75.00 75.00 75.00 74.80 74.80 75.00 74.94 74.95 75.00 74.90 74.60 74.60 74.20 74.40 74.60 74.60 74.60 74.60 74.60 74.40 73.80 73.90 74.80 74.80 75.00 75.00 75.00 75.00 74.70 74.80 74.80 73.50 74.50 74.50 73.50 73.80 73.50 74.40 73.50 74.50 74.50 73.50 74.50 74.35 74.60 74.60 75.00 75.00 75.00 75.00 75.00 75.00 75.00 75.00 74.80 74.50 73.51 74.50 74.40 73.50 74.40 73.50 74.50 73.50 74.50 75.00 74.50 74.50 74.50 75.20 75.40 76.00 76.00 75.50 74.70 74.00 74.60 75.10 74.80 74.40 74.70 74.70 74.00 74.00 74.60 74.60 74.60 74.60 74.80 74.80 74.80 74.80 74.80 74.60 74.50 73.44 74.35 74.10 74.80 74.50 75.00 75.00 74.50 74.80 74.00 74.00 75.00 74.50 74.80 74.80 74.70 74.40 74.20 74.65 75.00 73.50 73.50 74.50 75.20 73.50 74.50 74.50 74.70 74.50 74.50 75.50 75.00 74.80 74.40 74.20 74.50 75.70 73.50 75.70 75.40 75.40 75.50 73.50 73.50 74.50 75.50 74.50 73.50 75.50 73.50 75.00 74.50 73.88 74.49 74.50 74.85 974 975 975 974 976 975 974 976 975 974 976 977 975 974 976 977 975 974 974 976 977 975 972 973 974 976 977 970 968 969 971 970 968 969 971 972 973 975 975 976 976 977 975 976 977 975 974 976 977 975 975 976 976 976 974 974 974 975 975 974 974 975 975 974 974 974 974 974 975 975 975 974 976 974 975 975 976 975 974 974 974 975 975 975 974 973 975 973 974 976 970 969 971 972 973 969 969 970 971 972 973 975 974 976 975 974 975 975 975 977 977 974 977 976 976 977 977 977 977 977 976 976 976 ## GF=977.0 ## SOG (976.8) ## GF=977.0 ## SOG (976.8) ## GF=977.0SOG (976.8) (976.8) ## SOG ## GF=977.0 ## SOG ## GF=977.0 ## SOG ## GF=977.5 ## SOG ## GF=977.5 (975.8) ## SOG ## GF=976.0 (975.8) ## SOG ## GF=976.0 ## 38 UNIT APARTMENT ## BUILDING 2 FFE=976.0 ## 38 UNIT APARTMENT ## BUILDING 3 FFE=976.0 ## 38 UNIT APARTMENT ## BUILDING 1 ## FFE=976.0 ## 38 UNIT APARTMENT ## BUILDING 4 ## FFE=976.0 73.35 74.00 0.7% 0.5% 0.5% 1.0% 1.0% 73.03 75.70 974 974 974 ## BTM = 968.00 ## HWL = 970.76 ## BTM = 969.00 ## HWL = 971.29 ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF 73.44 ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## ROCK CONSTRUCTION ENTRANCE ## Grading Plan - ## North ## C3.1 Know what's below. ## Call before you dig. ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat General Grading & Erosion Control Notes1. For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. 2. Erosion control measures shall be installed prior to the start of construction. 3. Install inlet protection: Wimco RD or CG models or approved equal. Inspect, clean and maintain inlet protection though the course of construction. 4. Soil disturbance and grading practices shall be minimized and staged as much as possible. Restoration and stabilization shall be installed in accordance with the SWPPP time requirements or sooner. 5. All erosion control practices shown are to be considered the minimum. Additional erosion control practices, measures and materials may be necessary to stabilize sediment within the construction site during during construction. 6. All grading, erosion/sedimentation control shall be in accordance with the minimum SWPPP notes on Sheet 3.2. 7. Infiltration areas shall be protected during the course of construction to prevent migration of sediment into the infiltration areas. Sediment must removed from the basin bottom and the surface shall the roughed and scarified to achieve the original infiltration rates. 8. Surface stabilization and turf shall meet the following standards: ## Item MnDOT Ref. Spec. ## Sod MnDOT 3878 ## Seed MnDOT 3876 ## For Temporary Erosion Control: (May 1 - July 31) Apply MN Mix "Oats" @ 100 lb./acre (Aug. 1 - Oct. 31) Apply MN Mix "Winter Wheat" @ 100 lb./acre ## For Permanent Groundcover: ## See Sheet L2.0 Landscape Plan ## Mulch MnDOT 3882 Install MN Type 1 @ 2 ton/acre - Disc anchored ## Erosion Control Blanket MnDOT 3885 Install MN Type 3N (12 mo.) or Type 4N (24 mo.) ## Fertilizer MnDOT 3881 Apply in accordance with product standards. MN 9. Refer to Geotechnical Investigation completed by Independent Testing Technologies dated 04/17/2026 for grading, backfill, soil corrections, compaction and groundwater conditions. Contact ITT during the course of construction to perform material and compaction testing. 10. Clear and grub construction area. Stockpile topsoil for reuse.11. Once the curb and gutter has been installed, place silt fence or and approved equivalent at the back of the curb Infiltration Basin & Testing12. Install erosion control fencing as shown prior to the start of construction.13. Avoid soil compaction of infiltration basin area. Equipment within infiltration basin shall be light weight and tracked. 14. The bottom of the infiltration basin shall be scarified to a depth of 12" prior to topsoil and seeding.15. The contractor shall engage a third party material testing consultant to confirm the following: 15.1. The infiltration rates meet or exceed the rates for each basin as outlined in the project storm water narrative using a double-ring infiltrometer. 15.2. Contact the engineer and owner if any rates do not meet or exceed design parameters.15.3. The frequency of the infiltration tests shall be established by the governing agency. ## Legend ## SF 11.94 900 >> (11.94) ## Proposed Contour ## Spot Elevation - ProposedSpot Elevation - ExistingConstruction Entrance ## Erosion Control Blanket ## Site FenceStorm Sewer ## Emergency Overflow ## EOF 0 50 100 ## N 50 scale ## B-19 ## ST ## ST ## GAS ## GAS ## GAS ## GAS 975 975 973 974 976 976 975 975 972 973 974 974 975 975 973 974 974 974 975 974 976 974 974 974 973 974 972 974 974 974 970 968 974 974 975 974 977 972 974 974 973 974 974 974 971 973 974 976 974 974 975 ## LU ANN DR. ## B-12 ## B-17 ## B-18 ## B-20 ## B-21 ## B-22 ## B-23 ## B-14 ## B-16 ## B-24 ## CONTINUED ON SHEET C3.1 ## SHEET C3.2 - SOUTH 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+18 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## ST >> >> >> >> >> >> >> >> >> >> >> >> >> ## PROPOSED LU ANN EXTENSION ## (BY OTHERS) ## STORM ## BASIN ## STORM ## BASIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2 3 4 5 1 2 3 4 5 1 2 3 4 8 7 6 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 8 7 6 5 1 2 3 4 8 7 6 5 ## GRE EASEMENT ## PER DOCUMENT ## NO. T63360 20+00 21+00 22+00 22+67 40+00 41+00 42+00 43+00 43+35 30+00 31+00 32+00 33+00 33+96 74.80 75.15 74.53 75.56 2.1% 2.0% 74.40 76.00 74.26 5.0% 5.6% 2.3% 2.0% 74.53 75.80 74.69 75.50 73.00 2.0% 2.5% 2.1% 2.3% 2.0% 2.6% 5.0% 4.8% 4.3% 4.0% 2.3% 2.3% 2.9% 2.7% 76.00 76.00 76.00 76.00 76.00 76.00 74.30 73.79 2.3% 2.0% 5.3% 5.2% 2.0% 2.5% 6.7% 6.3% 6.1% 6.1% 6.3% 5.7% 5.6% 5.3% 5.2% 4.2% 73.84 74.00 74.62 3.6% 1.2% 3.3% 4.0% 4.5% 3.9% 76.70 74.08 76.00 74.16 74.51 74.12 73.43 73.69 5.0% 4.2% 4.3% 4.5% 4.9% 5.5% 5.3% 5.8% 6.1% 5.9% 4.6% 4.0% 2.0% 3.1% 2.0% 2.3% 5.9% 5.6% 5.5% 4.2% 74.53 74.94 74.02 73.78 2.0% 2.0% 2.0% 2.1% 2.0% 2.0% 2.0% 2.2% 2.9% 7.8% 7.8% 7.8% 7.9% 7.6% 7.3% 7.1% 6.9% 7.9% 8.3% 8.7% 9.2% 7.3% 6.9% 73.96 2.0% 2.0% 2.0% 3.8% 3.6% 3.8% 4.2% 4.2% 4.9% 4.8% 5.0% 5.2% 6.0% 2.0% 2.8% 2.0% 3:1 3:1 3:1 3:1 4:1 4:1 6:1 4:1 4:1 4:1 3:1 ## EOF 74.04 ## EOF 0.6% 0.6% 1.7% 1.9% 1.2% 2.4% 1.5% 1.5% 1.5% 1.5% 2.7% 1.9% 1.7% 2.2% 2.0% 1.7% 2.6% 2.1% 1.9% 2.1% 2.1% ## EOF ## EOF ## EOF ## EOF 74.63 75.50 73.00 74.29 75.50 74.17 74.93 75.50 74.30 73.62 76.00 74.54 75.50 75.50 75.50 75.50 76.00 76.00 75.50 75.50 76.00 74.56 74.80 74.52 76.20 75.41 76.00 76.00 76.00 76.00 76.00 76.00 74.48 74.26 73.89 73.89 75.50 75.00 75.31 73.40 72.80 74.30 74.90 74.74 75.40 75.00 74.90 75.00 75.00 75.00 74.80 74.50 73.51 74.50 74.40 73.50 74.40 73.50 74.50 74.00 74.00 74.60 74.60 74.60 74.60 74.80 74.80 74.80 74.80 74.80 74.60 74.50 73.44 74.35 74.10 74.80 75.00 75.00 73.50 75.70 75.70 75.40 74.50 74.45 74.85 970 968 969 971 972 973 970 968 969 971 972 973 975 973 974 976 968 969 970 971 975 973 974 975 975 975 974 976 975 975 974 974 976 974 974 974 975 975 974 976 975 974 976 975 974 976 977 975 976 977 975 974 974 976 977 975 974 974 976 977 975 972 973 974 976 977 970 968 969 971 970 968 969 971 972 973 975 975 976 976 977 975 976 977 975 974 976 977 975 975 976 976 974 974 975 975 974 973 975 973 974 976 969 972 973 975 974 974 975 975 975 977 977 974 977 976 976 977 977 977 977 977 977 977 976 976 976 976 976 ## GF=977.0 ## SOG (976.8) ## GF=977.0 ## SOG (976.8) ## GF=977.0SOG (976.8) ## GF=977.0 ## SOG (976.8) ## GF=976.5 ## SOG (976.3) ## GF=976.5 ## SOG (976.3) ## GF=976.5 ## SOG (976.3) (976.8) ## SOG ## GF=977.0 (976.8) ## SOG ## GF=977.0 (976.8) ## SOG ## GF=977.0 ## SOG ## GF=977.0 ## SOG ## GF=977.5 ## SOG ## GF=977.5 (975.8) ## SOG ## GF=976.0 (975.8) ## SOG ## GF=976.0 ## 38 UNIT APARTMENT ## BUILDING 3 FFE=976.0 74.12 73.35 74.00 0.7% 0.6% 0.5% 0.5% 0.5% 1.0% 1.0% 73.03 974 974 67.50 67.50 67.50 67.50 67.50 ## BTM = 968.00 ## HWL = 970.76 ## BTM = 967.50 ## HWL = 969.50 ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF 73.44 ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## Grading Plan - ## South ## C3.2 Know what's below. ## Call before you dig. ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat 0 50 100 ## N 50 scale ## General Grading & Erosion Control NotesLegend ## SF 11.94 900 >> (11.94) ## Proposed Contour ## Spot Elevation - ProposedSpot Elevation - Existing ## Erosion Control Blanket ## Site FenceStorm Sewer ## Emergency Overflow ## Inlet Protection ## EOF 1. For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. 2. Refer to sheet C3.1 for general Grading & Erosion Control notes. l l l l l l ## ST ## H ## Y ## D ## H ## Y ## D >> > > > > >> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ## H ## Y ## D ## EDGEWOOD STREET SE ## LU ANN DR. ## EX CBRIM=972.98 ## I=968.30 (36") NW/SE ## EX CB ## RIM=972.79 ## I=968.44 (16") NE ## EX CBRIM=972.88 ## I=970.10 (16") SE ## EX CBRIM=974.22 ## I=967.47 ## EX SAN CO ## RIM=972.72 ## SHEET C4.1 - NORTH ## CONTINUED ON SHEET C4.2 8 12 11 18 4 9 23 11 15 13 12 12 11 11 9 16 4 12 14 9 10 10 9 9 ## STORM ## BASIN 8 10 1 2 2 ## PROPOSED LU ANN EXTENSION ## (BY OTHERS) ## STORM ## BASIN 1 1 14 2 3 4 5 1 2 3 4 5 1 2 3 4 8 7 6 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 ## DOG ## PARK ## PLAY ## AREA 1 2 3 4 8 7 6 5 1 2 3 4 8 7 6 5 ## S ## S > > > > > ## S ## S > ## S > > > ## SS > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l ## H ## Y ## D l 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 ## S ## SSMH 7 ## R=975.40 ## IO=963.71 (8") SE ## S ## SSMH 6 ## R=974.74 ## I=963.20 (8") NWIO=963.10 (8") SE > > > ## S ## SSMH 5 ## R=973.93 ## I=962.48 (8") NW ## IO=962.38 (8") SE> > > ## S ## SSMH 2 ## R=973.47 ## I=962.05 (8") NW ## I=962.05 (8") SE ## IO=961.95 (8") NE > > > ## S ## SSMH 1 ## R=973.49 ## I=961.14 (12") NW ## I=961.14 (8") SW ## IO=961.14 (12") SE > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ## H ## Y ## D ## 127 LF 8" SAN @ 0.40% ## 156 LF 8" SAN @ 0.40% ## 83 LF 8" SAN @ 0.40% ## 203 LF 8" SAN @ 0.40% ## 129 LF 8" SAN @ 0.40% l ## CB 7 ## RIM=973.97 ## IO=969.98 (15") NE ## CBMH 6 ## RIM=973.97 ## I=969.85 (15") SWIO=969.85 (18") SE ## 26 LF 15" RCP @ 0.50% ## CBMH 5 ## RIM=973.33 ## I=969.22 (18") NW ## IO=969.22 (24") SE >> >> ## 126 LF 18" RCP @ 0.50% ## CBMH 4 ## RIM=973.05 ## I=969.04 (24") NWI=969.04 (15") SWIO=969.04 (24") SE >> ## 59 LF 24" RCP @ 0.30% ## CBMH 3 ## RIM=973.77 ## I=968.79 (24") NWIO=968.79 (24") SE >> >> ## 99 LF 24" RCP @ 0.25% ## 26 LF 15" RCP @ 0.33% ## CB 12 ## RIM=972.90 ## IO=969.80 (15") SE >> >> >> ## 180 LF 15" HDPE @ 0.33% ## S ## SSMH 9 ## R=974.88 ## IO=963.81 (8") SE ## SSMH 8 ## R=974.40 ## I=962.86 (8") NWIO=962.76 (8") E > > > > > ## 73 LF 6" SAN @ 2.00% > ## 64 LF 6" SAN @ 2.00% ## 36 LF 6" SAN @ 2.00% ## 37 LF 6" SAN @ 2.00% > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## 236 LF 8" SAN @ 0.40% ## S ## 60 LF 8" SAN @ 0.40% ## 6" CLEANOUT ## 6" CLEANOUT ## 6" CLEANOUT l l l l l l l ## 8" C900 WM l l l l l ## 8" C900 WM ## 8" C900 FIRE PROTECTION ## 4" C900 DOMESTIC LEAD l l ## 8" C900 WM l l l l l ## 8" C900 WM l l ## 8" C900 WM ## 8" C900 FIRE PROTECTION4" C900 DOMESTIC LEAD l l l l l l ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## 4" C900 DOMESTIC LEAD l l l l l ## 8" C900 FIRE PROTECTION l ## 8" C900 FIRE PROTECTION ## 4" C900 DOMESTIC LEAD ## 8" C900 WM l l l ## 8" C900 WM l l l l l l l l l ## 8" C900 WM l l l l l ## 8" C900 WM ## CONNECT TO 8" WM ## (BY OTHERS) ## CONNECT TO EX 8" WM l l l ## CB 18 ## RIM=973.50 ## IO=969.80 (15") SW ## CBMH 17 ## RIM=973.50 ## I=969.47 (15") NE ## IO=969.47 (15") SE >> >> ## 98 LF 15" HDPE @ 0.33% ## CBMH 16 ## RIM=973.80 ## I=968.99 (15") NW ## I=968.99 (18") NE ## IO=968.99 (24") SE >> >> >> ## 145 LF 15" HDPE @ 0.33% ## CBMH 15 ## RIM=973.50 ## I=968.90 (24") NW ## I=968.90 (18") NE ## IO=968.90 (24") SE >> ## 54 LF 24" HDPE @ 0.18% ## CBMH 14 ## RIM=973.50 ## I=968.60 (24") NW ## I=968.60 (24") NE ## IO=968.60 (24") SE >> >> >> ## 166 LF 24" HDPE @ 0.18% ## CBMH 13 ## RIM=973.50 ## I=968.10 (24") NW ## I=968.78 (15") NE ## IO=968.10 (36") SE >> >> >> ## 167 LF 24" HDPE @ 0.30% ## FES 3 ## INV=968.00 >> ## 65 LF 36" HDPE @ 0.15% ## CB 20 ## RIM=973.50 ## IO=969.50 (15") SW ## CBMH 19 ## RIM=973.50 ## I=969.11 (15") NE ## IO=969.11 (15") SW >> >> ## 119 LF 15" HDPE @ 0.33% >> >> ## 99 LF 15" HDPE @ 0.33% ## CB 29 ## RIM=973.50 ## IO=969.58 (15") SW ## CBMH 28 ## RIM=973.50 ## I=969.15 (15") NE ## IO=969.15 (18") SW >> >> ## 132 LF 15" HDPE @ 0.33% >> >> ## 100 LF 18" HDPE @ 0.25% ## CB 31 ## RIM=973.50 ## IO=969.67 (15") SW ## CBMH 30 ## RIM=973.50 ## I=969.22 (15") NE ## IO=969.22 (18") SW >> >> ## 136 LF 15" HDPE @ 0.33% >> ## 91 LF 18" HDPE @ 0.25% ## CB 26 ## RIM=974.00 ## IO=969.84 (15") SW ## CBMH 25 ## RIM=973.80 ## I=969.78 (15") NEIO=969.78 (15") SE ## 13 LF 15" HDPE @ 0.50% ## CBMH 24 ## RIM=973.50 ## I=969.40 (15") NWI=970.03 (15") NEIO=969.40 (18") S >> >> ## 114 LF 15" HDPE @ 0.33% ## CBMH 23 ## RIM=973.50 ## I=969.21 (18") NIO=969.21 (18") SW >> ## 76 LF 18" HDPE @ 0.25% ## CBMH 22 ## RIM=973.50 ## I=969.03 (18") NEIO=969.03 (24") SW >> ## 74 LF 18" HDPE @ 0.25% ## CBMH 21 ## RIM=973.50 ## I=968.84 (24") NE ## IO=968.84 (24") SW >> >> ## 96 LF 24" HDPE @ 0.20% >> >> ## 118 LF 24" HDPE @ 0.20% ## CB 27 ## RIM=974.20 ## IO=970.20 (15") SW >> ## 53 LF 15" HDPE @ 0.33% ## CB 35 ## RIM=973.50 ## IO=970.50 (15") E ## CBMH 34 ## RIM=973.50 ## I=969.85 (15") WIO=969.85 (15") S >> >> >> >> ## 197 LF 15" HDPE @ 0.33% ## CBMH 33 ## RIM=973.60 ## I=969.45 (15") NIO=969.45 (15") W >> >> ## 121 LF 15" HDPE @ 0.33% ## CBMH 32 ## RIM=973.50 ## I=969.18 (15") EI=969.18 (15") WIO=969.18 (18") S >> ## 83 LF 15" HDPE @ 0.33% ## FES 4 ## INV=969.00 >> ## 60 LF 18" HDPE @ 0.30% ## CB 36 ## RIM=973.50 ## IO=969.57 (15") E >> >> ## 117 LF 15" HDPE @ 0.33% ## FES 5 ## INV=970.20 >> ## LU ANN UTILITIES ## TO BE DESIGNED ## BY OTHERS ## Utility Plan - ## North ## C4.1 Know what's below. ## Call before you dig. ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat ## Utility NotesLegend > >> l l ## SanitaryStorm ## Water ## Catch BasinSanitary Manhole ## Hydrant ## Curb Box 1. For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. 2. Erosion control measures shall be installed prior to the start of construction. 3. Obtain all necessary permits prior to the start of construction. 4. Contact all utility service providers a minimum of 72 hours prior to the start of construction. 5. Pipe lengths on the plans are measures from center of structure to center of structure.6. Pipe Materials ## Storm Sewer: 12"-18" RCP Class 5 (ASTM C76) 21" and greater Class 4 (ASTM C76) ## 15"-36" HDPE See plans for pipe material ## Sanitary Sewer: ## PVC SDR 35, SDR 26 ## Service: SDR 26 PVC ## Watermain: ## DIP Class 52 ## Service: 1" C901 Polyethylene (PE) Pressure Pipe 7. Contractor shall field verify horizontal and vertical location of all utilities prior to the start of construction.8. Contractor shall investigate, excavate and expose existing utilities at crossings and potential conflicts prior to the start of utility installation. Report inconsistencies to the engineer and owner immediately. 9. Tracer wire shall be installed for all non-conductive underground utilities in accordance with City of Becker Standards. 10. Compaction and backfill shall be in accordance with the geotechnical investigation and the City of Becker construction and design practices. 11. Testing frequency shall be in accordance with the geotechnical engineer and City of Becker Standards.12. Watermain is to have minimum cover of 7.5 feet12. Sanitary sewer and watermain piping and services shall be insulated at all storm sewer crossings as necessary. 13. All construction shall be in accordance with the City of Becker standards. 0 50 100 ## N 50 scale ## H ## Y ## D ## S l l l l l l l l l l l l l l l l l l l > ## ST ## ST ## GAS ## GAS ## GAS ## GAS >> >> >> >> >> >> > > > > > > > > > > > > > > >> >> >> >> >> ## LU ANN DR. ## EX CBRIM=972.98 ## I=968.30 (36") NW/SE ## EX CBRIM=973.23 ## I=967.63 (42") ## EX CBRIM=973.94 ## I=967.78 (42") ## EX CBRIM=973.66 ## I=967.94 (42") ## EX CB ## RIM=972.79 ## I=968.21 (20") NI=968.21 (36") NWI=968.21 (16") WI=968.21 (42") ## EX STMH ## RIM=973.05 ## I=968.85 (16") EI=968.32 (16") NI=968.30 (20") S ## EX CB ## RIM=972.79 ## I=968.44 (16") NE ## EX STMHRIM=973.12 ## I=969.34 (16") SE ## EX SAN CO ## RIM=972.72 ## EX SSMHRIM=973.80 ## I=960.92 (12") ## EX SSMHRIM=974.55 ## I=960.57 (12") ## EX SSMH ## RIM=973.66 ## I=960.16 (12") 4 12 14 9 9 2 ## PROPOSED LU ANN EXTENSION ## (BY OTHERS) ## STORM ## BASIN ## STORM ## BASIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2 3 4 5 1 2 3 4 5 1 2 3 4 8 7 6 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 8 7 6 5 1 2 3 4 8 7 6 5 ## CONTINUED ON SHEET C4.1 ## SHEET C4.2 - SOUTH ## S > > > > > > > > > > l l l l l l l l l l l l ## H ## Y ## D l 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+18 ## S ## SSMH 7 ## R=975.40 ## IO=963.71 (8") SE ## S ## SSMH 6 ## R=974.74 ## I=963.20 (8") NWIO=963.10 (8") SE > > > ## S ## SSMH 5 ## R=973.93 ## I=962.48 (8") NW ## IO=962.38 (8") SE > > > ## S ## SSMH 2 ## R=973.47 ## I=962.05 (8") NW ## I=962.05 (8") SE ## IO=961.95 (8") NE > > ## S ## SSMH 1 ## R=973.49 ## I=961.14 (12") NW ## I=961.14 (8") SW ## IO=961.14 (12") SE > > > > > ## S ## SSMH 4 ## R=974.27 ## IO=963.36 (8") NW ## S ## SSMH 3 ## R=974.05 ## I=962.67 (8") SE ## IO=962.57 (8") NW > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ## H ## Y ## D l l l ## 127 LF 8" SAN @ 0.40% ## 156 LF 8" SAN @ 0.40% ## 83 LF 8" SAN @ 0.40% ## 203 LF 8" SAN @ 0.40% ## 172 LF 8" SAN @ 0.40% ## 129 LF 8" SAN @ 0.40% ## CB 7 ## RIM=973.97 ## IO=969.98 (15") NE ## CBMH 6 ## RIM=973.97 ## I=969.85 (15") SWIO=969.85 (18") SE ## 26 LF 15" RCP @ 0.50% ## CBMH 5 ## RIM=973.33 ## I=969.22 (18") NW ## IO=969.22 (24") SE >> >> ## 126 LF 18" RCP @ 0.50% ## CBMH 4 ## RIM=973.05 ## I=969.04 (24") NWI=969.04 (15") SWIO=969.04 (24") SE >> ## 59 LF 24" RCP @ 0.30% ## CBMH 3 ## RIM=973.77 ## I=968.79 (24") NWIO=968.79 (24") SE >> >> ## 99 LF 24" RCP @ 0.25% ## CBMH 2 ## RIM=973.49 ## I=968.60 (24") NWI=969.36 (15") SWIO=968.60 (24") SE >> ## 79 LF 24" RCP @ 0.25% ## CBMH 1 ## RIM=974.25 ## I=968.18 (24") NWIO=968.18 (24") E >> >> ## 104 LF 24" RCP @ 0.40% ## FES 1 ## INV=967.50 >> >> >> ## 170 LF 24" RCP @ 0.40% ## CB 2A ## RIM=973.49 ## IO=969.49 (15") NE ## 26 LF 15" RCP @ 0.50% ## CB 4A ## RIM=973.05 ## IO=969.13 (15") NE ## 26 LF 15" RCP @ 0.33% ## CB 12 ## RIM=972.90 ## IO=969.80 (15") SE ## CBMH 11 ## RIM=973.40 ## I=969.20 (15") NW ## IO=969.20 (15") SE >> >> >> ## 180 LF 15" HDPE @ 0.33% ## CBMH 10 ## RIM=973.89 ## I=968.67 (15") NW ## IO=968.67 (15") SE >> >> >> ## 162 LF 15" HDPE @ 0.33% ## CBMH 9 ## RIM=973.89 ## I=968.30 (15") NW ## IO=968.30 (15") SE >> >> ## 111 LF 15" HDPE @ 0.33% ## ST ## STMH 8 ## RIM=973.20 ## I=967.74 (15") NW ## IO=967.74 (15") E >> >> >> ## 170 LF 15" HDPE @ 0.33% ## FES 2 ## INV=967.50 >> ## 72 LF 15" HDPE @ 0.33% ## SSMH 8 ## R=974.40 ## I=962.86 (8") NWIO=962.76 (8") E > ## 37 LF 6" SAN @ 2.00% > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## 236 LF 8" SAN @ 0.40% ## S ## 6" CLEANOUT l l ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## 4" C900 DOMESTIC LEAD l l ## 8" C900 FIRE PROTECTION l ## 8" C900 WM l l l ## 8" C900 WM l l l l l l l l l ## 8" C900 WM l l l l l l l l l l ## 8" C900 WM ## CONNECT TO EX 8" WM ## CBMH 13 ## RIM=973.50 ## I=968.10 (24") NW ## I=968.78 (15") NE ## IO=968.10 (36") SE >> ## 167 LF 24" HDPE @ 0.30% ## FES 3 ## INV=968.00 >> ## 65 LF 36" HDPE @ 0.15% ## CB 20 ## RIM=973.50 ## IO=969.50 (15") SW ## CBMH 19 ## RIM=973.50 ## I=969.11 (15") NE ## IO=969.11 (15") SW >> >> ## 119 LF 15" HDPE @ 0.33% >> >> ## 99 LF 15" HDPE @ 0.33% >> >> ## FES 5 ## INV=970.20 >> ## GRE EASEMENT PER DOCUMENT NO. T63360 ## LU ANN UTILITIES ## TO BE DESIGNED ## BY OTHERS ## Grading Plan - ## South ## C3.2 Know what's below. ## Call before you dig. ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat 0 50 100 ## N 50 scale Utility Notes1. For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. 2. Refer to sheet C4.1 for general Utility notes. ## Legend ## ST > >> l l ## SanitaryStorm ## Water ## Catch BasinStorm Manhole ## Hydrant ## Curb BoxSanitary Manhole ## H ## Y ## D ## S l l l l l l ## ST ## H ## Y ## D ## H ## Y ## D >> > > > > >> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ## H ## Y ## D ## EDGEWOOD STREET SE ## LU ANN DR. ## STORM ## BASIN ## STORM ## BASIN ## BLOCK 2 ## OUTLOT C ## OUTLOT A ## BLOCK 1 ## OUTLOT C ## OUTLOT A ## DOG ## PARK ## PLAY ## AREA ## BLK 3 ## BLK 4 ## BLK 5 ## BLK 6 ## BLK 7 ## BLK 8 ## BLK 9 ## BLK 10 ## APARTMENT 3 ## 38 UNITS ## (3 STORIES) ## APARTMENT 2 ## 38 UNITS ## (3 STORIES) ## APARTMENT 1 ## 38 UNITS ## (3 STORIES) ## APARTMENT 4 ## 38 UNITS ## (3 STORIES) ## BTM = 968.00 ## HWL = 970.76 ## BTM = 969.00 ## HWL = 971.29 ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## S ## S > > > > > ## S ## S > ## S > > > ## SS > > > > > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l ## H ## Y ## D l ## S ## S > > > ## S > > > ## S > > > ## S > > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ## H ## Y ## D l >> >> >> >> >> >> >> >> ## S > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## S l l l l l l l l l l l l l l l l l l l l l l l l l l l ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D l l l l l l l l l l l l l l l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## SHEET L2.1 - NORTH ## CONTINUED ON SHEET L2.2 ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## EXISTING TREES - ## PRESERVE (TYP) ## EXISTING TREES - PRESERVE ## EXISTING TREES - PRESERVE ## 25' LANDSCAPE BUFFER 25.0' ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## MATURE SIZE ## PLANTING SIZE ## PLANTING TYPE ## DECIDUOUS TREES ## AJ 7 ## Acer x freemanii 'Jeffersred' TM / Autumn Blaze Freeman Maple 50`H x 40`W 2" cal. ## B&B ## AF 8 ## Acer x freemanii 'Sienna' TM / Sienna Glen Maple 50`H x 35`W 2" cal. ## B&B ## QM 6 ## Quercus macrocarpa / Burr Oak 70`H x 70`W 2" cal. ## B&B ## EVERGREEN TREES ## AC 3 ## Abies concolor / White Fir 50`H x 25`W 6` Ht. ## B&B ## PG-D 15 ## Picea glauca 'Densata' / Black Hills White Spruce 30`H x 20`W 6` Ht. ## B&B ## ORNAMENTAL TREES ## AS 13 ## Amelanchier laevis 'JFS-Arb' / Spring Flurry® Allegheny Serviceberry 30`H x 20`W 1.5" cal. ## B&B ## Landscape ## Plan - North ## L2.1 Know what's below. ## Call before you dig. ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat 0 50 100 ## N 50 scale Landscape Site NotesLegend1. Landscape contractor shall visit the site prior to submitting bid to become completely familiar with site conditions. 2. It is the responsibility of the owner & contractor to identify all underground cables and utilities on the property. 3. Coordinate installation with Contractors performing related work. 4. No planting will be installed until all grading and construction has been completed in immediate area. 5. Place plants according to layout with the proper spacing. If the contractor feels an error has been made regarding spacing or hardiness of a species of plant material indicated on the plan, notify the landscape architect prior to the installation of the plant material. 6. All newly installed plant material shall be planted in well-drained areas, contractor shall avoid installing any plant material in drainage swales or wet or poorly drained areas. 7. All planting areas with groundcover, perennials, or annuals shall receive a minimum of 8" settled depth of planting soil Planting soil shall consist of 45% topsoil, 45% peat or manure, and 10% clean sand, thoroughly mixed. 8. Areas being seeded - follow MnDOT Seeding Manual for seeding instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control. 9. Install 2" - 3" deep of rock mulch in planting beds. 10. Install 4' diameter shredded hardwood mulch, at a depth of 3", under all trees that aren't within planting beds. Mulch should not be piled against the trunk. 11. Edge planting beds with 6-inch Black Vinyl Edging (Black Diamond or approved equal) except where adjacent to curbing, walks or buildings. Refer to Detail 4 on Sheet L7.0. 12. All plant material shall conform to the American Association of Nurserymen Standards. Plants will be rejected if not in sound and healthy condition. 13. Any native seeds shall be of Minnesota origin and certified by the Minnesota Crop Improvement Association. 14. Inspect all trees for encircling roots, reject any trees that are severely affected.15. Crabapple trees shall have no branches below 36" above the rootball and no 'V' crotches.16. Maintain trees in plumb position throughout the guarantee period.17. New plant material shall be guaranteed through one calendar year for deciduous trees up to 3.5 caliper inches and conifers up to 11' Ht. Larger sizes shall be guaranteed for two calendar years from the time ofprovisional acceptance. 18. Irrigation system to be designed and installed by owner / contractor. After installation, the landscape contractor shall direct or control the irrigation system during the plant guarantee period to insure new plantings are being property watered. ## Required Landscaping Show the location and dimensions of all walls, fences, and plantings designed to screen the proposed district fromadjacent uses.Show the types of all groundcovers. ## Seed Mix: MnDOT Southern Boulevard 160 lbs / ac ## Planting Area ## Seed Mix: MnDOT Wet Ditch 20 lbs / ac Rock Mulch - Gray Rock 1-3", or approved equivalent. Coordinate to building exterior.Silt Fence, Limits of Grading ## Existing Trees Plant Schedule - North Only (See Sheet L7.0 for Overall Planting Schedule) ## SF ## SF l l l l l l l l l l l l l l l l l l l > ## ST ## ST ## GAS ## GAS ## GAS ## GAS >> >> >> >> >> >> > > > > > > > > > > > > > > >> >> >> >> >> ## LU ANN DR. ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## BTM = 968.00 ## HWL = 970.76 ## BTM = 967.50 ## HWL = 969.50 ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## STORM ## BASIN ## STORM ## BASIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ## OUTLOT C ## OUTLOT A ## BLOCK 11 2 3 4 5 1 2 3 4 5 ## OUTLOT A ## OUTLOT B 1 2 3 4 8 7 6 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 ## BLK 3 ## BLK 4 ## BLK 5 ## BLK 6 ## BLK 7 1 2 3 4 8 7 6 5 1 2 3 4 8 7 6 5 ## BLOCK 11 ## BLK 8 ## BLK 9 ## BLK 10 ## APARTMENT 3 ## 38 UNITS ## (3 STORIES) ## CONTINUED ON SHEET L2.1 ## SHEET L2.2 - SOUTH ## S > ## SS > > > > > > > > > ## SS > > > l l l l l l l l l l l l ## H ## Y ## D l ## S ## S > > > ## S > > > ## S > > > > ## S > > > > > ## S ## S > > > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ## H ## Y ## D l l l >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## ST >> >> >> >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## S l l l l l l l l l l l l l l l l l l l l l l l l l l l >> >> >> >> >> >> >> >> >> ## EXISTING TREES - ## PRESERVE (TYP) ## 25' LANDSCAPE BUFFER 25.0' ## MAINTAIN MINIMUM 10' SEPARATION ## BETWEEN TREES IN LANDSCAPE BUFFER ## AND PROPOSED STORM SEWER (TYP) ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SF ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## MATURE SIZE ## PLANTING SIZE ## PLANTING TYPE ## DECIDUOUS TREES ## AJ 6 ## Acer x freemanii 'Jeffersred' TM / Autumn Blaze Freeman Maple 50`H x 40`W 2" cal. ## B&B ## AF 12 ## Acer x freemanii 'Sienna' TM / Sienna Glen Maple 50`H x 35`W 2" cal. ## B&B ## QM 2 ## Quercus macrocarpa / Burr Oak 70`H x 70`W 2" cal. ## B&B ## EVERGREEN TREES ## AC 16 ## Abies concolor / White Fir 50`H x 25`W 6` Ht. ## B&B ## PG-D 39 ## Picea glauca 'Densata' / Black Hills White Spruce 30`H x 20`W 6` Ht. ## B&B ## ORNAMENTAL TREES ## AS 8 ## Amelanchier laevis 'JFS-Arb' / Spring Flurry® Allegheny Serviceberry 30`H x 20`W 1.5" cal. ## B&B ## Landscape ## Plan - South ## L2.2 Know what's below. ## Call before you dig. ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat Landscape Site Notes1. For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. 2. Refer to sheet L2.1 for general Landscape notes. ## Legend Plant Schedule - South Only (See Sheet L7.0 for Overall Planting Schedule) ## Seed Mix: MnDOT Southern Boulevard 160 lbs / ac ## Seed Mix: MnDOT Wet Ditch 20 lbs / ac ## Silt Fence, Limits of Grading ## Existing Trees ## SF ## SF 0 50 100 ## N 50 scale ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## MATURE SIZE ## PLANTING SIZE ## PLANTING TYPE ## DECIDUOUS TREES ## AJ 13 ## Acer x freemanii 'Jeffersred' TM / Autumn Blaze Freeman Maple 50`H x 40`W 2" cal. ## B&B ## AF 20 ## Acer x freemanii 'Sienna' TM / Sienna Glen Maple 50`H x 35`W 2" cal. ## B&B ## QM 8 ## Quercus macrocarpa / Burr Oak 70`H x 70`W 2" cal. ## B&B ## EVERGREEN TREES ## AC 19 ## Abies concolor / White Fir 50`H x 25`W 6` Ht. ## B&B ## PG-D 61 ## Picea glauca 'Densata' / Black Hills White Spruce 30`H x 20`W 6` Ht. ## B&B ## ORNAMENTAL TREES ## AS 21 ## Amelanchier laevis 'JFS-Arb' / Spring Flurry® Allegheny Serviceberry 30`H x 20`W 1.5" cal. ## B&B ## X-Ref Dwg:25018-Border.dwg ## X-Ref Dwg:25021-LSCP.dwg ## Drawing:P:\Projects\25021 - MUD, Edgewood St, Becker, MN\Production\_Sheet Drawings\25021-L7.0.dwg ## Layout:22x34 Date:Apr 24,2026,3:03pm ## Landscape ## Details ## L7.0 ## DATE ## ISSUE / REVISION 11-05-2025 01-22-202602-09-2026 ## Site Plan Review ## Response to City CommentsResponse to City Comments ## 3863 Crestwood Place ## White Bear Lake, MN 55110 Phone: 651-338-8848 Review By: RHProject # : 25018 ## Submittal Date: 02-09-2026 ## Submittal Phase: Site Plan ## Review ## Copyright Land & Resource Consulting ## Joe Huth ## KRUNCH ## Dumpster ## Gem Lake, MN ## MN. Lic. No. 19576 ## Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER ## NO SCALE ## TREE PROTECTION ## Dripline of Tree Install tree protection before disturbing any land. Maintain all protection methods until final landscape is installed. ## Dripline of Tree 5' o.c. Orange, Polyethylene safety netting, three ties per post. 6.5' Steel T-Post, 1.25 lb/LF, positionat least one foot beyond drip line. 2.5' 4' Protective fencing must be placed at least one foot beyond the drip line of all Trees to be preserved. 1 ## NO SCALE ## DECIDUOUS TREE PLANTING 12" min. 12" min. Root flare should be even with the soil line, or set 1-2" above. Root flare should not be below the soil line. If the root flare is not visible prior to planting, it may be covered with the burlap or soil. Cut and remove the top third of the wire basket from the top of the rootball. Cut and remove the twine from the top third of the rootball.Cut and remove burlap from the top third of the rootball. Install no more than 4" depth shredded hardwood mulch. Mulch should be pulled away from the trunk, no mulch should be touching the trunk. Undisturbed or compacted soilPlanting Mixture - see plans ## NO SCALE ## CONIFEROUS TREE PLANTING 12" min. 12" min. Cut and remove the top third of the wire basket from the top of the rootball. Cut and remove twine from the top third of the rootball.Cut and remove burlap from the top third of the rootball. Install no more than 4" shredded hardwood mulch. Mulch should be pulled away from the trunk, no mulch should be touching the trunk. Undisturbed or compacted soilPlanting Mixture - see plansRoot flare should be even with the soil line, or set 1-2" above. Root flare should not be below the soil line. If the root flare is not visible prior to planting, it may be covered with the burlap or soil. ## NO SCALE ## SHRUB AND PERENNIAL PLANTING If roots are present around the edges of the rootball, uncoil or cut as many as possible without destroying soil mass. ## Note: 18" min. Scarify bottom and sides of hole prior to planting Existing SubgradeBackfill with planting soil that is thoroughly tilled and loosened (see plans) See landscape plans for adjacent groundcover ## Rock Mulch ## Shrub 12" min. Spacing varies (see plans) 6" min. Edge of ## Planting Bed 43 2 ## Plant Schedule - Overall ## Edging - Black Diamond Vinyl or equivalent ## PVC BD. -AZEK ## AIR & WATER BARRIER ## WALL SHEATHING ## 2X6 WD. STUDS ## BATT INSULATION R-21 ## 6 MIL POLY VAPOR RETARDER ## 5/8" TYPE X GYP. BD. - ## PREFIN. MTL. TRIM AT PVC. BD. ## JOINTS: TAMILYN SHM ## DRIP CAP OVER PVC BD. ## GEAR ## VERIFY PLACEMENT ## AND SIZE W/ KMI ## GENERAL NOTES: ## 1. ALL PLUMBING PENETRATIONS MUST TERMINATE ## AT A MIN. OF 12" ABOVE THE ROOF SURFACE LINE. ## 2. ADDRESS NUMBERS SHALL BE INSTALLED IN A ## VISIBLE LOCATION PER IBC 501.2. ## 3. FDC (CONNECTION) MUST BE LOCATED AT THE ## ADDRESS SIDE OF THE BLDG. OR AT AN APPROVED ## LOCATION. ## 4. WATER FLOW ALARMS MUST BE INSTALLED ON ## THE EXTERIOR PER IBC 903.4.2. ## 5. ALL EXIT DISCHARGE SHALL BE ILLUMINATED PER ## IBC 1006.1 ## 6. ALL GLAZING WITHIN 24" OF THE ARC OF A DOOR ## SHALL BE SAFETY GLAZING PER IBC 2406.3. Level 1 100' -0" Level 2 109' -8 5/8" Level 3 119' -4 1/2" ## Roof Truss Bearing 127' -4 7/8" ## CCCCAAAAAAAAAAAAA ## AAAAAAAAAAAAAAAAA ## B ## AAAAAAAAAAAAAAAAAA ## A ## A ## 118B113123B ## GRADE ## WINDOW -SEE SCHEDULE ## VINYL CORNER TRIM ## SIM. STONE VENEER ## DECORATIVE WINDOW ## HEADER TRIM; TYP. ## VINYL SIDING BAND ## VINYL SIDING ## PREFIN. MTL. FASCIA & SOFFIT ## 5/4X6 PVC TRIM BD. ## VINYL SHAKES ## 5/4X6 PVC GABLE FRIEZE BD. ## ASPHALT SHINGLES ## CANOPY AT EXITVENT AT HVAC UNIT; TYP.FDC (CONNECTION) COORDINATE EXACT ## PLACEMENT WITH FIRE MARSHALL ## CANOPY AT EXIT ## RIDGE VENTRIDGE VENT 5 " / 1 ' - 0 " 5 " / 1 ' - 0 " 5 " / 1 ' - 0 " 5 " / 1 ' - 0 " 5 " / 1 ' - 0 " ## 101C Level 1 100' -0" Level 2 109' -8 5/8" Level 3 119' -4 1/2" ## Roof Truss Bearing 127' -4 7/8" ## AAAAAAAAAAAAAAAAAA ## AAAAAAAAAAAAAAAAAAA ## AAAAAAAAAAAAAAAAAAA ## RIDGE VENTRIDGE VENT 5 " / 1 ' - 0 " 5 " / 1 ' - 0 " 5 " / 1 ' - 0 " 5 " / 1 ' - 0 " 5 " / 1 ' - 0 " 40' - 3 3/8" 33' - 10 1/8" Level 1 100' -0" Level 2 109' -8 5/8" Level 3 119' -4 1/2" ## Roof Truss Bearing 127' -4 7/8" ## A ## A ## AA ## A ## A ## RIDGE VENTRIDGE VENT ## PREFIN. MTL. FASCIA & SOFFIT ## VINYL LAP SIDING ## VINYL SIDING BAND ## DECORATIVE WINDOW HEADER TRIM; TYP. ## VINYL CORNER TRIM ## SIM. STONE VENEER ## VENT AT HVAC UNIT; TYP. ## GRADE Level 1 100' -0" Level 2 109' -8 5/8" Level 3 119' -4 1/2" ## Roof Truss Bearing 127' -4 7/8" ## A ## A ## AA ## A ## A ## RIDGE VENTRIDGE VENT ## Scale Project numberDate Drawn byChecked by I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. ## Name: Christopher J. Raimann, AIA ## Signed: ## Date: XX-XX-2026 License #: 46319 ## PERMIT SET As indicated ## 4/24/2026 2:55:19 PM ## A3.1 ## Building Elevations ## XXXXXXX 38 Unit Kuepers Inc. 4-1-2026 ## RETCJR/ZAR ## Edgewood Village Apartments - Typical Building 1" = 1'-0" ## Typical Wall Detail at Elec. Gear Locations 3/32" = 1'-0" 1 ## Building Elevation - South 3/32" = 1'-0" 2 ## Building Elevation - North 3/32" = 1'-0" 3 ## Building Elevation - West 3/32" = 1'-0" 4 ## Building Elevation - East ## No.D escriptionDate ## Exhibit C 1 12 ## GENERAL NOTES: ## 1. ALL DOOR AND WINDOW HEADERS TO ## BE S.P.F. #2 OR BETTER, SEE PLANS FOR ## SIZES. ## 2. HOUSE TO BE BUILT PER CURRENT ## I.R.C. CODES. ## 3. VERIFY GRADES AND ADJUST ## FOUNDATION/FOOTING STEPS AS ## NEEDED. ## 4. SEE PLANS FOR CEILING HEIGHTS ## 5. 4' HIGH POURED FDN. WALLS STD. ## 6. FLOOR PLAN DIMENSIONS ARE TO ## FACE OF SHEATHING AND FOUNDATION. ## 7. ALL TRADES & SUPPLIERS TO REVIEW ## & VERIFY INFORMATION PERTINENT TO ## THEIR WORK AND NOTIFY CONST. OF ANY ## DISCREPANCIES PRIOR TO CONSTRUCTION. ## 8. NOTED CABINET SIZES ARE +/- AND ## TO BE FIELD VERIFIED. ## 9. TRADES TO VERIFY BASE AND TRIM ## SIZE PRIOR TO CONSTRUCTION. ## 10. ALL WALLS MORE THAN 10' H. TO BE ## S.P.F. #2 OR BETTER. ## 11. EXTERIOR ELEVATIONS ARE CONCEPTUAL ONLY: ## HOME SITE, FILL AND TOPOGRAPHY WILL DICTATE ## ACTUAL GRADES AND MAY VARY FROM THOSE ## SHOWN ON THE PLAN. ## 12. NOTE: SUBFLOOR JOINTS SHALL BE ## STAGGERED FROM FLOOR TRUSS OR ## JOIST JOINTS ## OF ## SHEET ## 07-00-BUYER ## PROJECT # ## BUYER S/O ## BUYER S/O ## REVISIONS: ## STARTED: ## AGENT: ## X ## X ## RON CLARK CONST. ## BLAINE, MN 55449 ## FOXTAIL HOLLOW (5-UNIT) ## 2404 120th CIRCLE NE, UNIT A-E 9-12-2023 10-5-2023 ## SCALE: 3/16" = 1'-0" ## FRONT ELEVATION ## SCALE: 3/16" = 1'-0" ## REAR ELEVATION ## SEE PAGE 7 FOR FIRE RATED ASSEMBLY DETAILS ## PER SPECS ## SIDING ## PER SPECS ## 4" LP LAP ## 6" TRIM TYP. ## @ WDWS. / DOOR 12 12 ## C/L AIRSPACE ## PROPERTY LINE ## ALUM. SOFFIT ## / FASCIA TYP. ## 6" TRIM ## LP BD. & BATTEN (4") ## 8" TRIM BD. 10.34:12 ## NOTE: CONT. RIDGEVENT ## CONC. PORCH 33'-1" ## T.O. PLATE ## T.O. SUBFLR. 8'-1 1/8" ## T.O. FDN. 9'-1 1/8" 1'-6 3/4" ## T.O. PLATE ## 8" TRIM BD.8" TRIM BD.8" TRIM BD. ## WFPWFP ## 6" TRIM ## WFPWFP 5.55:12 12 12 12 12 12 12 12 12 4:124:12 4:12 ## C/L AIRSPACE ## PROPERTY LINE ## C/L AIRSPACE ## PROPERTY LINE ## 8" TRIM ## 12" SQ. ## LP COL. ## PER SPECS ## LP BD. & BATTEN (4") ## SIDING ## PER SPECS ## 4" LP LAP ## CONC. PORCHCONC. PORCHCONC. PORCH ## WFPWFP ## 6" TRIM ## 8" TRIM BD.8" TRIM BD. 5.55:12 ## WFPWFP ## 6" TRIM 10.34:12 4:12 ## 8" TRIM BD. 4:12 4:12 ## WFP 12 12 ## 8" TRIM ## WFPWFP ## 6" TRIM ## WFP 4:124:12 ## LP PANELLP PANEL ## SIDING ## PER SPECS ## 4" LP LAP ## SIDING ## PER SPECS ## 4" LP LAP ## C/L AIRSPACE ## PROPERTY LINE 10.34:12 ## 8" TRIM BD. 5.55:12 4:12 ## PER SPECS ## LP BD. & BATTEN (4") ## CONC. PORCH ## WFPWFP ## 6" TRIM ## 8" TRIM BD. 4:12 ## SIDING ## PER SPECS ## 4" LP LAP ## 8" TRIM BD. ## ALUM. SOFFIT ## / FASCIA TYP. ## 6" TRIM ## PER SPECS 12 12 ## LP BD. & BATTEN (4") 33'-1" ## T.O. PLATE ## T.O. SUBFLR. 8'-1 1/8" ## T.O. FDN. 9'-1 1/8" 1'-6 3/4" ## T.O. PLATE ## WFPWFP 12 12 12 12 12 12 12 12 ## WFPWFPWFPWFP ## 4" VINYL TRIM TYP. ## 8" TRIM 8" TRIM ## A/C UNITA/C UNIT ## VINYL SIDING ## PER SPECS ## TRIM / CORNERS @ ## REAR ELEV. TO BE VINYL ## NOTE: ## SOFFIT @ CANT.) ## 18" CANT. (ALUM. ## 18" CANT. ## 12" TRIM12" TRIM12" TRIM12" TRIM ## WFPWFPWFPWFPWFPWFPWFPWFPWFPWFP 12 12 10.34:12 ## WFPWFP ## A/C UNIT ## 12" TRIM ## WFPWFP ## INDEX OF SHEETS ## NO.DESCRIPTION ## A1FRONT & REAR ELEVATION; INDEX ## A2SIDE ELEVATIONS ## A3BUILDING FOUNDATION PLAN ## A5 ## A6 ## A8 ## A9 ## A10 ## INTERIOR ELEVATIONS ## A4 ## A7 ## MAIN LEVEL ELECTRICAL ## BUILDING MAIN FLOOR PLAN ## BUILDING SECTIONS ## ROOF PLAN ## BUILDING UPPER FLOOR PLAN ## A11 ## UPPER LEVEL ELECTRICAL ## BUILDING SECTIONS ## BUILDING SECTIONS ## A12 ## 2020 MINNESOTA RESIDENTIAL CODE ## OCCUPANCY CLASSIFICATION (R300.1):IRC-3 TOWNHOUSE ## TYPE OF CONSTRUCTION:V-B ## AUTOMATIC FIRE SPRINKLER SYSTEM:NFPA 13D ## EXTERIOR WALL FIRE RATING (R302.1(2)):1-HOUR PARALLEL AND WITH-IN 3' OF PROPERTY LINE ## 0-HOUR PERPENDICULAR TO PROPERTY LINE ## UNIT COMMON WALLS:TWO 1- HOUR (UL DESIGN NO. U305) ## SOUND TRANSMISSION (AK102.1):STC 45 WHEN TESTED ## IIC 45 WHEN TESTED Jan. 9th, 2024 16367 ## Exhibit D ## LEFT ELEVATION ## EXTERIOR ELEVATIONS ARE CONCEPTUAL ONLY: ## HOME SITE, FILL AND TOPOGRAPHY WILL DICTATE ## ACTUAL GRADES AND MAY VARY FROM THOSE ## SHOWN ON THE PLAN. ## SCALE: 1/4" = 1'-0" 2 12 ## 07-00-BUYER ## PROJECT # ## BUYER S/O ## BUYER S/O ## REVISIONS: ## STARTED: ## AGENT: ## X ## X ## RON CLARK CONST. ## BLAINE, MN 55449 ## FOXTAIL HOLLOW (5-UNIT) ## 2404 120th CIRCLE NE, UNIT A-E 9-12-2023 10-5-2023 ## OF ## SHEET ## RIGHT ELEVATION ## SCALE: 1/4" = 1'-0" ## A/C UNIT 4 12 ## ALUM. SOFFIT ## / FASCIA TYP. ## WFP ## T.O. PLATE ## T.O. SUBFLR. 8'-1 1/8" ## T.O. FDN. 9'-1 1/8" 1'-6 3/4" ## T.O. PLATE 12:12 12:12 ## NOTE: CONT. RIDGEVENT 10.34:12 5.55:12 ## 8" TRIM BD. ## TRIM / CORNERS @ ## SIDE ELEV. TO BE VINYL ## NOTE: ## 6" CORNER TRIM ## VINYL SIDING ## PER SPECS ## SIDING ## PER SPECS ## 4" LP LAP ## SIDING ## PER SPECS ## 4" LP LAP ## 18" CANT. 10.34:12 ## A/C UNIT 4 12 ## ALUM. SOFFIT ## / FASCIA TYP. ## WFP ## T.O. PLATE ## T.O. SUBFLR. 8'-1 1/8" ## T.O. FDN. 9'-1 1/8" 1'-6 3/4" ## T.O. PLATE 12:12 12:12 ## NOTE: CONT. RIDGEVENT 10.34:12 5.55:12 ## 8" TRIM BD. ## TRIM / CORNERS @ ## SIDE ELEV. TO BE VINYL ## NOTE: ## 6" CORNER TRIM ## VINYL SIDING ## PER SPECS ## SIDING ## PER SPECS ## 4" LP LAP ## SIDING ## PER SPECS ## 4" LP LAP ## 18" CANT. 10.34:12 33'-1" Jan. 9th, 2024 16367 ## 5-UNIT FOUNDATION PLAN 3 12 ## 07-00-BUYER ## PROJECT # ## BUYER S/O ## BUYER S/O ## REVISIONS: ## STARTED: ## AGENT: ## X ## X ## RON CLARK CONST. ## BLAINE, MN 55449 ## FOXTAIL HOLLOW (5-UNIT) ## 2404 120th CIRCLE NE, UNIT A-E 9-12-2023 10-5-2023 ## OF ## SHEET ## SCALE: 3/16" = 1'-0" ## UNEXCAVATED ## FILL FOR SLAB ## FILL FOR SLAB ## 4,680 SQ. FT. FOUNDATION (HOUSE / GARAGE) ## 168 SQ. FT. FOUNDATION (STOOP) ## UNEXCAVATED ## FILL FOR SLAB ## 2" LEDGE TYP. ## SEE FIRST FLOOR FOR ## GARAGE DOOR SIZE FOR M.O. ## NOTE: ## 8" POURED CONC. WALL W/ ## 6" CURB (2" LEDGE FOR SLAB) 20" x 8" CONC. FTG. ## TYP. FDN. @ SLAB-ON-GRADE ## NOTE: PLUMBING FIXTURES ## VERIFY LOCATIONS FOR RGH.-INS ## VERTICAL & HORIZONTAL ## FROST PROTECTION 6" 2" ## ENDS OF EACH SILL PLATE ## 1/2" DIA. ANCHOR BOLTS ## 6'-0" O.C. & WITHIN 12" OF ## BEARING CURB ## FDN. @ SLAB-ON-GRADE: ## 6" MIN. WIDTH ## FDN. @ SLAB-ON-GRADE: ## 3 1/2'' CONC. FLOOR ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: 6" 2" 2" 6" 2"2" 6" 2" 2" ## 2" LEDGE 16x8 CONC. ## FTG. 26'-0" 48'-0" 13'-0" 35'-0" 26'-0" 20'-0"6'-0" 10'-0"10'-0" 7'-0" 6'-0" 6'-6"9'-6"10'-0" 5'-6" 4'-0" 22'-6" 25'-6" ## UNIT A ## 3B / L 130'-0" 104'-0" 8'-0" 4'-3"10'-1" ## UNEXCAVATED ## FILL FOR SLAB ## FILL FOR SLAB ## UNEXCAVATED ## FILL FOR SLAB ## SEE FIRST FLOOR FOR ## GARAGE DOOR SIZE FOR M.O. ## NOTE: ## 8" POURED CONC. WALL W/ ## 6" CURB (2" LEDGE FOR SLAB) 20" x 8" CONC. FTG. ## TYP. FDN. @ SLAB-ON-GRADE ## VERTICAL & HORIZONTAL ## FROST PROTECTION 6" 2" ## ENDS OF EACH SILL PLATE ## 1/2" DIA. ANCHOR BOLTS ## 6'-0" O.C. & WITHIN 12" OF ## BEARING CURB ## FDN. @ SLAB-ON-GRADE: ## 6" MIN. WIDTH ## FDN. @ SLAB-ON-GRADE: 6" 2" 12" 2" 6" 2"2" 6" 2" 2" ## 2" LEDGE ## 2" LEDGE 16x8 CONC. ## FTG. 26'-0" 48'-0" 13'-0" 35'-0" 26'-0" 20'-0"6'-0" 10'-0"10'-0" 7'-0" 6'-0" 6'-6"9'-6"10'-0" 5'-6" 4'-0" 8'-0" 4'-3"10'-1" ## TO BE 5000 PSI CONC. ## NOTE: ALL FOOTINGS ## 3 1/2'' CONC. FLOOR ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## 2" LEDGE TYP. ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: 25'-6" 22'-6" ## NOTE: ## SEE ENG. PAGES FOR ## STRUCTURAL INFORMATION ## PAD FOOTINGS AT CONC. ## LOADS ABV. PER STRUCTURAL ## NOTE: ## PAD FOOTINGS AT CONC. ## LOADS ABV. PER STRUCTURAL ## NOTE: 1'-10" 2'-7" 8'-0" 4'-3"10'-1" 1'-10" 2'-7" 12'-6" 9'-10 1/2" ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: 4'-2" 6'-0" 4'-4" 6'-0" 4'-4" 4'-2" ## RADON ## VENT ## RADON ## VENT ## 2" LEDGE ## TO BE 5000 PSI CONC. ## NOTE: ALL FOOTINGS ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: 12'-6" 9'-10 1/2" ## UNIT A ## 3B / L 12" 2" 2 6 ## UNIT B ## 2B / L 26'-0" 26'-0" 20'-0"6'-0" 10'-0"10'-0" 6'-6"9'-6" 10'-0" 5'-6" 6'-0" 7'-0" 35'-0" 13'-0" 25'-6" 4'-0" ## UNEXCAVATED ## FILL FOR SLAB ## FILL FOR SLAB ## UNEXCAVATED ## FILL FOR SLAB ## 2" LEDGE TYP. ## SEE FIRST FLOOR FOR ## GARAGE DOOR SIZE FOR M.O. ## NOTE: ## 3 1/2'' CONC. FLOOR ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: 6" 2"2" 6" 2" 2" ## 2" LEDGE 16x8 CONC. ## FTG. 22'-6" 2 6 ## PAD FOOTINGS AT CONC. ## LOADS ABV. PER STRUCTURAL ## NOTE: 8'-0" 4'-3"10'-1" 1'-10" 2'-7" ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: 6'-0" 4'-4" 4'-2" ## RADON ## VENT ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## 2" LEDGE 12'-6" 9'-10 1/2" ## 2B / L ## UNIT B 2" 2 6 26'-0" 26'-0" 20'-0"6'-0" 10'-0"10'-0" 6'-6"9'-6" 10'-0" 5'-6" 6'-0" 7'-0" 35'-0" 13'-0" 4'-0" ## UNEXCAVATED ## FILL FOR SLAB ## FILL FOR SLAB ## UNEXCAVATED ## FILL FOR SLAB ## 2" LEDGE TYP. ## SEE FIRST FLOOR FOR ## GARAGE DOOR SIZE FOR M.O. ## NOTE: ## 3 1/2'' CONC. FLOOR ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: 6" 2"2" 6" 2" 2" ## 2" LEDGE 16x8 CONC. ## FTG. 25'-6" 22'-6" 8'-0" 4'-3"10'-1" 1'-10" 2'-7" ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: 6'-0" 4'-4" 4'-2" ## RADON ## VENT ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## 2" LEDGE ## NOTE: PLUMBING FIXTURES ## VERIFY LOCATIONS FOR RGH.-INS 12'-6" 9'-10 1/2" 1 8 1 7 2 8 1 7 1 6 1 6 1 8 1 7 2 8 1 7 1 6 1 6 ## 2B / L ## UNIT B 2" 2 6 20'-0" 10'-0"10'-0" 9'-6" 10'-0" 5'-6" 6'-0" 7'-0" 35'-0" 13'-0" 4'-0" ## UNEXCAVATED ## FILL FOR SLAB ## FILL FOR SLAB ## UNEXCAVATED ## FILL FOR SLAB ## 2" LEDGE TYP. ## SEE FIRST FLOOR FOR ## GARAGE DOOR SIZE FOR M.O. ## NOTE: ## 3 1/2'' CONC. FLOOR ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: 6" 2"2" 6" 2" 2" ## 2" LEDGE 16x8 CONC. ## FTG. 25'-6" 22'-6" 8'-0" 4'-3" 1'-10" 2'-7" ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: 4'-4" 4'-2" ## RADON ## VENT ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## 2" LEDGE ## NOTE: PLUMBING FIXTURES ## VERIFY LOCATIONS FOR RGH.-INS 12'-6" 9'-10 1/2" 1 8 2 8 1 8 2 8 26'-0" 26'-0" 5'-3"5'-3" 5'-3"5'-3" 1'-8" ## OPENING ## FOR ## PLUMBING 1'-8" ## OPENING ## FOR ## PLUMBING 1'-8" ## OPENING ## FOR ## PLUMBING 1'-8" ## OPENING ## FOR ## PLUMBING 1'-8" ## OPENING ## FOR ## PLUMBING ## 12X12 ## CHASE TOP ## OF WALL ## 12X12 ## CHASE TOP ## OF WALL ## 12X12 ## CHASE TOP ## OF WALL ## 12X12 ## CHASE TOP ## OF WALL ## 12X12 ## CHASE TOP ## OF WALL Jan. 9th, 2024 16367 ## 5-UNIT MAIN LEVEL FLOOR PLAN 4 12 ## 07-00-BUYER ## PROJECT # ## BUYER S/O ## BUYER S/O ## REVISIONS: ## STARTED: ## AGENT: ## X ## X ## RON CLARK CONST. ## BLAINE, MN 55449 ## FOXTAIL HOLLOW (5-UNIT) ## 2404 120th CIRCLE NE, UNIT A-E 9-12-2023 10-5-2023 ## OF ## SHEET ## SINGLE HUNG WINDOW U-VALUE = 0.28 ## SLIDING PATIO DOOR U-VALUE = 0.28 ## SCALE: 3/16" = 1'-0" ## A/C UNIT ## 18" FLR. TRUSSES ## SPACING PER MANUF. 26'-0" 48'-0" 13'-0" 35'-0" 26'-0" 20'-0"6'-0" ## UNIT B ## 2B / L 2468 ## FOYER ## 9' CLG. ## / SPC FLR. ## APPROX. SQ. FT. (INT. UNIT MAIN LEVEL - 9' CLG. HT.) ## APPROX. 761 SQ. FT. ## APPROX. SQ. FT. (EXT. UNIT MAIN LEVEL - 9' CLG. HT.) ## APPROX. 407 SQ. FT. GARAGE ## ALL DRS/ WIN.'S REQUIRE ## ARE TO OUTSIDE OF SHEATHING, INTERIOR ## EXTERIOR FLOOR PLAN DIMENSIONS ## DIMENSIONS ARE TO FRAMING. ## NOTE: ## 4" ON SIDES FOR CASING ## NOTE: ## SEE ENGINEERING ## FOR BRACE WALL ## OR SEALED INCLUDING ELECTRICAL BOXES PER IECC 402.4.1.2 ## AIR BARRIER PENETRATIONS SHALL BE CAULKED, GASKETED, ## NOTE: ## 18" CANT. ABV. ## STOOP ## CONCRETE ## H20 ## EXCH. ## AIR 92% ## FURN ## WH ## F.D. ## CONC. ## MECH. ## WS 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## 9' CLG. ## PWDR. ## 9' CLG. ## MUDRM. ## / SPC ## * GARAGE CEIL. TO BE 5/8" TYPE 'X' * 2x6 WALLS U.N.O. ## * FULLY INSULATE WALLS ## GARAGE ## & CEILING IN GARAGE ## * 4" CONC. FLR. ## 9'-0" +/- CLG. ## NOTE: ## 4'' CONC. FLOOR ## R-30 INSULATION @ FLOOR ABV. ## NOTE: ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## w/ WD. CAP ## SLOPED H. WALL ## / SPC (3) 2x6(3) 2x6 ## 3068 MTL. 2x6 2468 7'-0"12'-6"6'-6" ## UP 17 R ## R&SH 5'-0" 6'-10" 23'-2" 10'-0"10'-0" 7'-0" 6'-0" 6'-6"9'-6"10'-0" 5'-6" 4'-0" 22'-6" 25'-6" 26'-0" 26'-0" 20'-0"6'-0" 2468 ## FOYER ## 9' CLG. ## / SPC FLR. ## H20 ## EXCH. ## AIR 92% ## FURN ## WH ## F.D. ## CONC. ## MECH. ## WS 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## 9' CLG. ## PWDR. ## 9' CLG. ## MUDRM. ## / SPC ## * GARAGE CEIL. TO BE 5/8" TYPE 'X' * 2x6 WALLS U.N.O. ## * FULLY INSULATE WALLS ## GARAGE ## & CEILING IN GARAGE ## * 4" CONC. FLR. ## 9'-0" +/- CLG. ## NOTE: ## 4'' CONC. FLOOR ## R-30 INSULATION @ FLOOR ABV. ## NOTE: ## / SPC (3) 2x6(3) 2x6 ## 3068 MTL. 2x6 2468 7'-0"12'-6"6'-6" ## UP 17 R ## R&SH 10'-0"10'-0" 6'-6" 9'-6" 10'-0" 5'-6" 4'-0" 6'-0" 7'-0" 35'-0" 26'-0" 48'-0" 13'-0" 35'-0" 26'-0" 20'-0"6'-0" ## UNIT B ## 2B / L ## LIVING ROOM ## 9' CLG. / SPC FLR. 2468 ## FOYER ## 9' CLG. ## / SPC FLR. ## DINING ## 9' CLG. / SPC ## R&SH ## H20 ## WH ## F.D. ## CONC. ## MECH. ## WS 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## 9' CLG. ## PWDR. ## * GARAGE CEIL. TO BE 5/8" TYPE 'X' * 2x6 WALLS U.N.O. ## * FULLY INSULATE WALLS ## GARAGE ## & CEILING IN GARAGE ## * 4" CONC. FLR. ## 9'-0" +/- CLG. ## NOTE: ## 4'' CONC. FLOOR ## R-30 INSULATION @ FLOOR ABV. ## NOTE: ## / SPC (3) 2x6(3) 2x6 ## 3068 MTL. 2x6 2468 7'-0"12'-6"6'-6" ## PAVER PATIO ## APPROX. 80 SQ. FT. ## UP 17 R ## R&SH 5'-0" 6'-10" 23'-2" 10'-0"10'-0" 7'-0" 6'-0" 6'-6"9'-6"10'-0" 5'-6" 4'-0" 22'-6" 25'-6" 2'-3" 4'-2" 3'-10" 26'-0" 26'-0" 20'-0"6'-0" ## LIVING ROOM ## 9' CLG. / SPC FLR. 2468 ## REF. ## FOYER ## 9' CLG. ## / SPC FLR. ## DINING ## 9' CLG. / SPC ## DW ## FLUSH OH. ## H20 ## EXCH. ## AIR 92% ## FURN ## WH ## F.D. ## CONC. ## MECH. ## WS 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## 9' CLG. ## PWDR. ## 9' CLG. ## MUDRM. ## / SPC ## * GARAGE CEIL. TO BE 5/8" TYPE 'X' * 2x6 WALLS U.N.O. ## * FULLY INSULATE WALLS ## GARAGE ## & CEILING IN GARAGE ## * 4" CONC. FLR. ## 9'-0" +/- CLG. ## NOTE: ## 4'' CONC. FLOOR ## R-30 INSULATION @ FLOOR ABV. ## NOTE: ## / SPC (3) 2x6(3) 2x6 ## 3068 MTL. 2x6 2468 7'-0"12'-6"6'-6" ## UP 17 R ## R&SH 10'-0"10'-0" 6'-6" 9'-6"10'-0" 5'-6" 4'-0" 6'-0" 7'-0" 35'-0" 130'-0" 104'-0" 13'-0"13'-0" ## 9' CLG. ## MUDRM. ## / SPC 5'-10" 19'-8" ## EXCH. ## AIR 92% ## FURN ## STOOP ## CONCRETE ## STOOP ## CONCRETE ## STOOP ## CONCRETE ## 12" LP COLUMN12" LP COLUMN ## APPROX. SQ. FT. (INT. UNIT MAIN LEVEL - 9' CLG. HT.) ## APPROX. SQ. FT. (EXT. UNIT MAIN LEVEL - 9' CLG. HT.) ## FLOOR LINE ABV. ## A/C UNIT ## A/C UNIT ## A/C UNIT 4 11 2 11 3 11 ## NOTE: ## SEE ENG. PAGES FOR ## STRUCTURAL INFORMATION ## BEAM PER STRUCT. ## BEAM PER STRUCT. 2'-8" 9'-3 3/4"3'-11 1/4" 10'-1" 17'-6" ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 18" FLR. TRUSSES ## SPACING PER MANUF. 2'-2" 5'-10" 6'-8" ## FLR. GIRDER ## FLR. GIRDER ## FL. BEAM ## FLR. GIRDER ## FLR. GIRDER ## FL. BEAM 4'-2" 3'-10" 3'-0" 3'-6" 7'-4 1/2" 3'-11 1/4" 10'-1" 17'-6" 2'-2" 5'-10" 6'-8" ## PANTRY ## CAB. ## BEAM PER STRUCT. ## BEAM PER STRUCT. ## MANUF. TRUSSES ## 24 O.C. ## MANUF. TRUSSES ## 24 O.C. 4'-2" 3'-10" ## BEAM PER STRUCT. 3'-11 1/4" 10'-1" 17'-6" 2'-2" 5'-10" 6'-8" ## FLR. GIRDER ## FLR. GIRDER ## FL. BEAM ## FLR. GIRDER ## FLR. GIRDER ## FL. BEAM 4'-2" 3'-10" 3'-11 1/4" 10'-1" 17'-6" 2'-2" 5'-10" 6'-8" ## BEAM PER STRUCT. ## BEAM PER STRUCT. ## GIRDER ## MANUF. TRUSSES ## 24 O.C. ## BEAM PER STRUCT. ## BM. PER STRUCT.BM. PER STRUCT. ## BM. PER STRUCT. ## BM. PER STRUCT. 4'-8 1/2"4'-9 1/2" 4'-8 1/2"4'-9 1/2" 4'-8 1/2"4'-9 1/2" 4'-8 1/2"4'-9 1/2" 2'-6"2'-6"2'-6"2'-6" ## LINE OF WALL ## UNDER STAIRS ## LINE OF WALL ## UNDER STAIRS ## LINE OF WALL ## UNDER STAIRS ## LINE OF WALL ## UNDER STAIRS ## HEADER SPANS: ## UP TO 4'-11'' = 1 TRIMMER ## 5'-0'' AND BIGGER = 2 TRIMMERS ## UNLESS NOTED OTHERWISE ## INDICATES LOCATION OF SOLID BRG. ## KITCHEN ## 9' CLG. / SPC ## FLR. GIRDER ## w/ WD. CAP ## SLOPED H. WALL ## w/ WD. CAP ## SLOPED H. WALL ## w/ WD. CAP ## SLOPED H. WALL ## SMOKE ## CM / ## SMOKE ## CM / ## SMOKE ## CM / ## SMOKE ## CM / ## RADON ## VENT ## RADON ## VENT ## RADON ## VENT ## RADON ## VENT 2 6 2 6 2 6 1 8 1 7 2 8 1 7 ## PAVER PATIO ## APPROX. 80 SQ. FT. ## 18" CANT. ABV. ## PAVER PATIO ## APPROX. 80 SQ. FT. ## PAVER PATIO ## APPROX. 80 SQ. FT. ## OPENOPENOPENOPEN ## 4/0 BI-PASS 3'-6" ## R&SH 2'-3" ## REF. ## DW ## FLUSH OH. 5'-10" 19'-8" 4 11 2 11 3 11 2'-8" 9'-3 3/4" 17'-6" 3'-0" 3'-6" 7'-4 1/2" ## PANTRY ## CAB. ## KITCHEN ## 9' CLG. / SPC ## 4/0 BI-PASS 3'-6" ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## R&SH 2'-3" ## REF. ## DW ## FLUSH OH. 5'-10" 19'-8" 4 11 2 11 3 11 2'-8" 9'-3 3/4" 3'-0" 3'-6" 7'-4 1/2" ## PANTRY ## CAB. ## KITCHEN ## 9' CLG. / SPC ## 4/0 BI-PASS 3'-6" ## LIVING ROOM ## 9' CLG. / SPC FLR. ## DINING ## 9' CLG. / SPC ## R&SH 2'-3" ## REF. ## DW ## FLUSH OH. 5'-10" 19'-8" 4 11 2 11 3 11 2'-8" 9'-3 3/4" 3'-0" 3'-6" 7'-4 1/2" ## PANTRY ## CAB. ## KITCHEN ## 9' CLG. / SPC ## 4/0 BI-PASS 3'-6" ## LIVING ROOM ## 9' CLG. / SPC FLR. ## DINING ## 9' CLG. / SPC ## GIRDER ## BEAM PER STRUCT. ## GIRDERGIRDER ## MANUF. TRUSSES ## 24 O.C. 4'-0"4'-0"4'-0"4'-0" ## UNIT A ## 3B / L ## UNIT A ## 3B / L ## APPROX. 761 SQ. FT. ## APPROX. 407 SQ. FT. GARAGE ## APPROX. 761 SQ. FT. ## APPROX. 407 SQ. FT. GARAGE ## APPROX. 761 SQ. FT. ## APPROX. 407 SQ. FT. GARAGE ## 30" VAN. 30" VAN. 30" VAN. 30" VAN. ## BEAM PER STRUCT. ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## BEAM PER STRUCT. ## BEAM PER STRUCT. 5 11 5 11 5 11 5 11 7" 7" 3'-7"3'-7" 7" 7" 3'-7"3'-7" ## FLR. LINE ABV.FLR. LINE ABV.FLR. LINE ABV. ## NOTE: CLG. ASSEMBLY ## NOTE: CLG. ASSEMBLY ## UL NO. L542 (SEE 2/7) ## UL NO. L542 (SEE 2/7) ## R-21 INSUL. @ ## MECH. RM. WALLS ## R-21 INSUL. @ ## MECH. RM. WALLS ## R-21 INSUL. @ ## MECH. RM. WALLS ## R-21 INSUL. @ ## MECH. RM. WALLS 1 6 1 6 1 8 1 7 2 8 1 7 1 6 1 6 ## 2868 MTL. ## R.O. 34-1/2" ## X 82-1/2" ## 2868 MTL. ## R.O. 34-1/2" ## X 82-1/2" ## 2868 MTL. ## R.O. 34-1/2" ## X 82-1/2" ## 2868 MTL. ## R.O. 34-1/2" ## X 82-1/2" ## 3068 MTL. ## R.O. 38-1/2" x 82-1/2" ## 3068 MTL. ## R.O. 38-1/2" x 82-1/2" ## 3068 MTL. ## R.O. 38-1/2" x 82-1/2" ## 3068 MTL. ## R.O. 38-1/2" x 82-1/2" 3/6 x 6/0 @ 8' HT. ## R.O. 42" X 72" 3/6 x 6/0 @ 8' HT. ## R.O. 42" X 72" 3/6 x 6/0 @ 8' HT. ## R.O. 42" X 72" 3/6 x 6/0 @ 8' HT. ## R.O. 42" X 72" 3-3/0 x 6/0 @ 8' HT. ## R.O. 106-1/2" X 72" 3-3/0 x 6/0 @ 8' HT. ## R.O. 106-1/2" X 72" 3-3/0 x 6/0 @ 8' HT. ## R.O. 106-1/2" X 72" 3-3/0 x 6/0 @ 8' HT. ## R.O. 106-1/2" X 72" 6/0 x 8/0 PATIO DR. R.O. 72" x 96" 6/0 x 8/0 PATIO DR. R.O. 72" x 96" 6/0 x 8/0 PATIO DR. R.O. 72" x 96" 6/0 x 8/0 PATIO DR. R.O. 72" x 96" ## UNIT B ## 2B / L 22'-6" 25'-6" 26'-0" 26'-0" 20'-0"6'-0" ## LIVING ROOM ## 9' CLG. / SPC FLR. 2468 ## FOYER ## 9' CLG. ## / SPC FLR. ## DINING ## 9' CLG. / SPC ## H20 ## EXCH. ## AIR 92% ## FURN ## WH ## F.D. ## CONC. ## MECH. ## WS 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## 9' CLG. ## PWDR. ## 9' CLG. ## MUDRM. ## / SPC ## * GARAGE CEIL. TO BE 5/8" TYPE 'X' * 2x6 WALLS U.N.O. ## * FULLY INSULATE WALLS ## GARAGE ## & CEILING IN GARAGE ## * 4" CONC. FLR. ## 9'-0" +/- CLG. ## NOTE: ## 4'' CONC. FLOOR ## R-30 INSULATION @ FLOOR ABV. ## NOTE: ## / SPC (3) 2x6(3) 2x6 ## 3068 MTL. 2x6 2468 7'-0"12'-6"6'-6" ## UP 17 R ## R&SH 10'-0"10'-0" 6'-6" 9'-6"10'-0" 5'-6" 4'-0" 6'-0" 7'-0" 35'-0" 13'-0" ## STOOP ## CONCRETE ## APPROX. SQ. FT. (INT. UNIT MAIN LEVEL - 9' CLG. HT.) ## A/C UNIT ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## FLR. GIRDER ## FLR. GIRDER ## FL. BEAM 4'-2" 3'-10" 3'-11 1/4" 10'-1" 17'-6" 2'-2" 5'-10" 6'-8" ## BEAM PER STRUCT. ## BM. PER STRUCT. 4'-8 1/2"4'-9 1/2" 2'-6" ## LINE OF WALL ## UNDER STAIRS ## w/ WD. CAP ## SLOPED H. WALL ## SMOKE ## CM / ## RADON ## VENT 2 6 1 8 2 8 ## PAVER PATIO ## APPROX. 80 SQ. FT. ## OPEN ## R&SH 2'-3" ## REF. ## DW ## FLUSH OH. 5'-10" 19'-8" 4 11 2 11 3 11 2'-8" 9'-3 3/4" 17'-6" 3'-0" 3'-6" 7'-4 1/2" ## PANTRY ## CAB. ## KITCHEN ## 9' CLG. / SPC ## 4/0 BI-PASS 3'-6" ## BEAM PER STRUCT. ## GIRDERGIRDER ## MANUF. TRUSSES ## 24 O.C. 4'-0" ## APPROX. 761 SQ. FT. ## APPROX. 407 SQ. FT. GARAGE ## 30" VAN. ## BEAM PER STRUCT. 5 11 3'-7" ## FLR. LINE ABV. ## NOTE: CLG. ASSEMBLY ## UL NO. L542 (SEE 2/7) ## R-21 INSUL. @ ## MECH. RM. WALLS 1 8 2 8 ## 2868 MTL. ## R.O. 34-1/2" ## X 82-1/2" ## 3068 MTL. ## R.O. 38-1/2" x 82-1/2" 3-3/0 x 6/0 @ 8' HT. ## R.O. 106-1/2" X 72" 6/0 x 8/0 PATIO DR. R.O. 72" x 96" ## R.O. 38-1/2" x 82-1/2" ## R.O. 38-1/2" x 82-1/2" ## R.O. 38-1/2" x 82-1/2" ## R.O. 38-1/2" x 82-1/2" ## R.O. 38-1/2" x 82-1/2" Jan. 9th, 2024 16367 ## 5-UNIT UPPER LEVEL FLOOR PLAN 5 12 ## 07-00-BUYER ## PROJECT # ## BUYER S/O ## BUYER S/O ## REVISIONS: ## STARTED: ## AGENT: ## X ## X ## RON CLARK CONST. ## BLAINE, MN 55449 ## FOXTAIL HOLLOW (5-UNIT) ## 2404 120th CIRCLE NE, UNIT A-E 9-12-2023 10-5-2023 ## OF ## SHEET ## SINGLE HUNG WINDOW U-VALUE = 0.28 ## SLIDING PATIO DOOR U-VALUE = 0.28 ## SCALE: 3/16" = 1'-0" ## NOTE: ## SEE ENG. PAGES FOR ## STRUCTURAL INFORMATION ## RADON ## VENT 2 6 ## CARPET 26'-0" 13'-3"12'-9" 49'-6" 42'-0" 1'-6" 26'-0" ## UNIT B ## 2B / L ## APPROX. 1,130 SQ. FT. ## APPROX. SQ. FT. (EXT. UNIT UPPER LEVEL - 8' CLG. HT.) ## ALL DRS/ WIN.'S REQUIRE ## ARE TO OUTSIDE OF SHEATHING, INTERIOR ## EXTERIOR FLOOR PLAN DIMENSIONS ## DIMENSIONS ARE TO FRAMING. ## NOTE: ## 4" ON SIDES FOR CASING ## NOTE: ## SEE ENGINEERING ## FOR BRACE WALL ## OR SEALED INCLUDING ELECTRICAL BOXES PER IECC 402.4.1.2 ## AIR BARRIER PENETRATIONS SHALL BE CAULKED, GASKETED, ## NOTE: 6'-7 1/2"6'-7 1/2" ## DN 17 R 13'-1 3/4" 28'-10 1/4" 6'-0"20'-0" 1'-0" 26'-0" 26'-0" 7'-0" 1'-6" 26'-0" 13'-3"12'-9" 49'-6" 1'-0" 42'-0" 1'-6" 26'-0" 6'-0" ## UNIT B ## 2B / L 6'-7 1/2"6'-7 1/2"6'-6"6'-3" 20'-0" 26'-0" 26'-0" 7'-0" 130'-0" 130'-0" ## CANT. 5'-0" 10'-0" 5'-0" 13'-6" ## BEDROOM #2 ## 8' CLG. / CARPET ## DN 17 R ## DN 17 R ## APPROX. SQ. FT. (EXT. UNIT UPPER LEVEL - 8' CLG. HT.) ## APPROX. 927 SQ. FT. ## APPROX. SQ. FT. (EXT. UNIT UPPER LEVEL - 8' CLG. HT.) ## APPROX. 1,130 SQ. FT. ## APPROX. SQ. FT. (EXT. UNIT UPPER LEVEL - 8' CLG. HT.) ## MANUF. TRUSSES ## 24 O.C. ## MANUF. TRUSSES ## 24 O.C. ## 40" H. WALL ## w/ WD. CAP ## DN 17 R 3'-10 1/4" 3'-10" ## R&SH ## 6/0 BI-PASS 2668 ## BEDROOM #3 ## 8' CLG. / CARPET ## BEDROOM #2 ## 8' CLG. / CARPET ## R&SH ## 6/0 BI-PASS 2668 ## 48" VAN. 32x66 TUB ## C.T. WALLS 5'-0" ## 8' CLG. ## BATH 2 2468 2x6 ## DRYER ## WASHER ## 8' CLG. / VLT ## ATTICACCESS ## O. CLST. ## 8' CLG. / ## CARPET ## R&SH ## R&SH 2468 2668 ## 8' CLG. / CARPET ## OWNERS BDRM. ## MANUF. TRUSSES ## 24 O.C. ## LOFT ## 8' CLG. / ## CARPET 2468 ## KOHLER BASE 60x34 SHWR. ## C.T. WALLS ## 8' CLG. ## O. BATH ## / VLT ## 75" VAN. ## LIN. ## SH. ## 8' CLG. / ## CARPET ## 40" H. WALL ## w/ WD. CAP ## 40" H. WALL ## w/ WD. CAP ## 40" H. WALL ## w/ WD. CAP ## SD ## SD ## SD 7 11 8 11 6'-2"9'-7"4'-3"3'-3"2'-9"6'-2"2'-9"3'-3" 12'-0" 6'-0"6'-0" 5'-4" 12'-2" 3'-8" 5'-0" 5'-0" 10'-11" 9'-7 3/4"4'-5 1/2" 2'-5"11'-9" ## SMOKE ## CO/ ## SMOKE ## CO/ 4'-5 1/2" 5'-8 1/4" 4'-5 1/2" ## HEADER SPANS: ## UP TO 4'-11'' = 1 TRIMMER ## 5'-0'' AND BIGGER = 2 TRIMMERS ## UNLESS NOTED OTHERWISE ## INDICATES LOCATION OF SOLID BRG. ## CARPET CARPET CARPET 2 6 2 6 9'-7"4'-3" ## CANT. 2'-0" 7'-1 3/4" 3'-6"8'-4" ## F.F. ## / VLT ## 5/0 BI-FOLD ## RADON ## VENT 6'-6"6'-3" ## MANUF. TRUSSES ## 24 O.C. ## 40" H. WALL ## w/ WD. CAP ## R&SH ## 6/0 BI-PASS 2668 ## BEDROOM #3 ## 8' CLG. / CARPET ## BEDROOM #2 ## 8' CLG. / CARPET ## R&SH ## 6/0 BI-PASS 2668 ## 48" VAN. 32x60 TUB ## C.T. WALLS 5'-0" ## 8' CLG. ## BATH 2 2468 2x6 ## DRYER ## WASHER ## 8' CLG. / VLT ## ATTICACCESS ## O. CLST. ## 8' CLG. / ## CARPET ## R&SH ## R&SH 2468 2668 ## 8' CLG. / CARPET ## OWNERS BDRM. ## MANUF. TRUSSES ## 24 O.C. ## LOFT ## 8' CLG. / ## CARPET 2468 ## KOHLER BASE 60x34 SHWR. ## C.T. WALLS ## 8' CLG. ## O. BATH ## / VLT ## LIN. ## SH. ## 8' CLG. / ## CARPET ## 40" H. WALL ## w/ WD. CAP ## SD ## SD ## SD 7 11 8 11 5'-4" 12'-2" 3'-8" 5'-0" 5'-0" 10'-11" 9'-7 3/4" 2'-5"11'-9" ## SMOKE ## CO/ ## SMOKE ## CO/ 2'-0" 7'-1 3/4" 3'-6"8'-4" ## F.F. ## / VLT 3'-10 1/4" 3'-10" ## RADON ## VENT 6'-6"12'-6" ## 48" VAN. 32x66 TUB ## C.T. WALLS 5'-0" ## 8' CLG. ## BATH 2 2468 2x6 ## DRYER ## WASHER ## 8' CLG. / VLT ## ATTICACCESS ## O. CLST. ## 8' CLG. / ## CARPET ## R&SH ## R&SH 2468 2668 ## 8' CLG. / CARPET ## OWNERS BDRM. ## LOFT ## 8' CLG. / ## CARPET 2468 ## KOHLER BASE 60x34 SHWR. ## C.T. WALLS ## 8' CLG. ## O. BATH ## / VLT ## 8' CLG. / ## CARPET ## SD 7 11 8 11 5'-4" 12'-2" 5'-0" 10'-11" ## SMOKE ## CO/ ## SMOKE ## CO/ ## / VLT 4'-3 3/4" 3'-10 1/4" 3'-10" 9'-7 3/4" 29'-6" 10'-0" 13'-6" ## MANUF. TRUSSES ## 24 O.C. 6'-0" 4'-5 1/2" ## RADON ## VENT 6'-6"12'-6" ## 48" VAN. 32x66 TUB ## C.T. WALLS 5'-0" ## 8' CLG. ## BATH 2 2468 2x6 ## DRYER ## WASHER ## 8' CLG. / VLT ## ATTICACCESS ## O. CLST. ## 8' CLG. / ## CARPET ## R&SH ## R&SH 2468 2668 ## 8' CLG. / CARPET ## OWNERS BDRM. ## LOFT ## 8' CLG. / ## CARPET 2468 ## KOHLER BASE 60x34 SHWR. ## C.T. WALLS ## 8' CLG. ## O. BATH ## / VLT ## 75" VAN. ## 8' CLG. / ## CARPET ## SD 7 11 8 11 5'-4" 12'-2" 5'-0" 10'-11" ## SMOKE ## CO/ ## SMOKE ## CO/ ## / VLT 4'-3 3/4" 3'-10 1/4" 3'-10" 9'-7 3/4" 29'-6" ## R&SH ## 4/0 BI-PASS ## R&SH ## 4/0 BI-PASS 2668 2668 4'-0"12'-0" 6'-0"6'-0" 4'-0" 13'-6" ## LIN. ## SH. ## F.F. ## LIN. SH. ## F.F. ## BEDROOM #2 ## 8' CLG. / CARPET ## APPROX. 927 SQ. FT. ## UNIT A ## 3B / L ## UNIT A ## 3B / L ## 75" VAN. ## 75" VAN. ## DESK 6 11 ## DESK 6 11 ## DESK 6 11 ## DESK 6 11 ## 40" H. WALL ## w/ WD. CAP ## 40" H. WALL ## w/ WD. CAP 8'-10 1/2"6'-2 1/2"8'-10 1/2"6'-2 1/2"8'-10 1/2"6'-2 1/2"8'-10 1/2"6'-2 1/2" 3'-5" 3'-8" 9'-7 1/4" 13'-8" 3'-4" 6'-11 1/4" 4'-3" 2'-5" 11'-8 3/4" 5'-8 1/4" 6'-3 1/2"10'-0"3'-6" 2'-2 1/2" 3'-5" 4'-0" 9'-7 1/4" 12'-2" 3'-4" 7'-3 1/4" 4'-3" 2'-6" 11'-3 3/4" 5'-8 1/4" 4'-0" ## MANUF. TRUSSES ## 24 O.C. 3'-5" 3'-8" 9'-7 1/4" 13'-8" 3'-4" 6'-11 1/4" 4'-3" 2'-5" 11'-8 3/4" 5'-8 1/4" 6'-3 1/2"10'-0"3'-6" 2'-2 1/2" 3'-5" 4'-0" 9'-7 1/4" 12'-2" 3'-4" 4'-3" 2'-6" 11'-3 3/4" 5'-8 1/4" 4'-0" ## MANUF. TRUSSES ## 24 O.C. 7'-3 1/4" 4'-4"4'-4"4'-4"4'-4" 13'-1 3/4" 28'-10 1/4" 5'-8 1/4" ## CANT. ## 5/0 BI-FOLD5/0 BI-FOLD5/0 BI-FOLD 1 8 1 7 2 8 1 7 1 6 1 6 1 8 1 7 2 8 1 7 1 6 1 6 2-3/0 x 5/0 @ 7' HT. ## R.O. 71-1/4" X 60" 2-3/0 x 5/0 @ 7' HT. ## R.O. 71-1/4" X 60" 2-3/0 x 5/0 @ 7' HT. ## R.O. 71-1/4" X 60" 2-3/0 x 5/0 @ 7' HT. ## R.O. 71-1/4" X 60" 2-3/6 x 5/0 @ 7' HT. ## R.O. 83-1/4" X 60" 2-3/6 x 5/0 @ 7' HT. ## R.O. 83-1/4" X 60" 2-3/6 x 5/0 @ 7' HT. ## R.O. 83-1/4" X 60" 2-3/6 x 5/0 @ 7' HT. ## R.O. 83-1/4" X 60" 3/6 x 5/0 @ 8' HT. ## R.O. 42" X 60" 3/6 x 5/0 @ 8' HT. ## R.O. 42" X 60" 3/4 x 5/0 @ 7' HT. ## R.O. 40" X 60" 3/4 x 5/0 @ 7' HT. ## R.O. 40" X 60" 2 - 3/4 x 5/0 @ 7' HT. ## R.O. 79-1/4" X 60" 2 - 3/4 x 5/0 @ 7' HT. ## R.O. 79-1/4" X 60" 2 - 3/4 x 5/0 @ 7' HT. ## R.O. 79-1/4" X 60" 2 - 3/4 x 5/0 @ 7' HT. ## R.O. 79-1/4" X 60" 3/4 x 5/0 @ 7' HT. ## R.O. 40" X 60" 3/4 x 5/0 @ 7' HT. ## R.O. 40" X 60" ## UNIT B ## 2B / L 26'-0" 26'-0" 7'-0" ## DN 17 R ## APPROX. 927 SQ. FT. ## APPROX. SQ. FT. (EXT. UNIT UPPER LEVEL - 8' CLG. HT.) ## 40" H. WALL ## w/ WD. CAP ## CARPET 10'-0" 13'-6" ## MANUF. TRUSSES ## 24 O.C. 6'-0" 4'-5 1/2" ## RADON ## VENT 6'-6"12'-6" ## 48" VAN. 32x66 TUB ## C.T. WALLS 5'-0" ## 8' CLG. ## BATH 2 2468 2x6 ## DRYER ## WASHER ## 8' CLG. / VLT ## ATTICACCESS ## O. CLST. ## 8' CLG. / ## CARPET ## R&SH ## R&SH 2468 2668 ## 8' CLG. / CARPET ## OWNERS BDRM. ## LOFT ## 8' CLG. / ## CARPET 2468 ## KOHLER BASE 60x34 SHWR. ## C.T. WALLS ## 8' CLG. ## O. BATH ## / VLT ## 75" VAN. ## 8' CLG. / ## CARPET ## SD 7 11 8 11 5'-4" 12'-2" 5'-0" 10'-11" ## SMOKE ## CO/ ## SMOKE ## CO/ ## / VLT 4'-3 3/4" 3'-10 1/4" 3'-10" 9'-7 3/4" 29'-6" ## R&SH ## 4/0 BI-PASS 2668 12'-0" 6'-0"6'-0" 4'-0" 13'-6" ## LIN. SH. ## F.F. ## BEDROOM #2 ## 8' CLG. / CARPET ## DESK 6 11 ## 40" H. WALL ## w/ WD. CAP 8'-10 1/2"6'-2 1/2" 6'-3 1/2"3'-6" 2'-2 1/2" 3'-5" 4'-0" 9'-7 1/4" 12'-2" 3'-4" 7'-3 1/4" 4'-3" 2'-6" 11'-3 3/4" 5'-8 1/4" 4'-0" ## MANUF. TRUSSES ## 24 O.C. 4'-4" ## 5/0 BI-FOLD 1 8 2 8 1 8 2 8 2-3/0 x 5/0 @ 7' HT. ## R.O. 71-1/4" X 60" 2-3/6 x 5/0 @ 7' HT. ## R.O. 83-1/4" X 60" 2 - 3/4 x 5/0 @ 7' HT. ## R.O. 79-1/4" X 60" R.O. 19.5"x74" ## 6" AFF R.O. 19.5"x74" ## 6" AFF R.O. 19.5"x74" ## 6" AFF R.O. 19.5"x74" ## 6" AFF R.O. 19.5"x74" ## 6" AFF Jan. 9th, 2024 16367 ## Exhibit E 113 ## GENERAL NOTES: ## 1. ALL DOOR AND WINDOW HEADERS TO ## BE S.P.F. #2 OR BETTER, SEE PLANS FOR ## SIZES. ## 2. HOUSE TO BE BUILT PER CURRENT ## I.R.C. CODES. ## 3. VERIFY GRADES AND ADJUST ## FOUNDATION/FOOTING STEPS AS ## NEEDED. ## 4. SEE PLANS FOR CEILING HEIGHTS ## 5. 4' HIGH POURED FDN. WALLS STD. ## 6. FLOOR PLAN DIMENSIONS ARE TO ## FACE OF FRAMING AND FOUNDATION. ## 7. ALL TRADES & SUPPLIERS TO REVIEW ## & VERIFY INFORMATION PERTINENT TO ## THEIR WORK AND NOTIFY CONST. OF ANY ## DISCREPANCIES PRIOR TO CONSTRUCTION. ## 8. NOTED CABINET SIZES ARE +/- AND ## TO BE FIELD VERIFIED. ## 9. TRADES TO VERIFY BASE AND TRIM ## SIZE PRIOR TO CONSTRUCTION. ## 10. ALL WALLS MORE THAN 10' H. TO BE ## S.P.F. #2 OR BETTER. ## 11. EXTERIOR ELEVATIONS ARE CONCEPTUAL ONLY: ## HOME SITE, FILL AND TOPOGRAPHY WILL DICTATE ## ACTUAL GRADES AND MAY VARY FROM THOSE ## SHOWN ON THE PLAN. ## 12. NOTE: SUBFLOOR JOINTS SHALL BE ## STAGGERED FROM FLOOR TRUSS OR ## JOIST JOINTS ## OF ## SHEET ## SCALE: 1/4" = 1'-0" ## FRONT ELEVATION ## SIDE ELEVATION ## SCALE: 3/16" = 1'-0" ## 07-00-BUYER ## PROJECT # ## BUYER S/O ## BUYER S/O ## REVISIONS: ## STARTED: ## AGENT: ## X ## X . ## COON RAPIDS, MN ## COON CREEK COMMONS 3- STORY TOWNHOMES (8-UNIT)BUILDING 1 ## 4-17-2025 BID SET ## 5-31-2025 PERMIT ## T.O. PLATE ## T.O. SUBFLR. 9'-1 1/8" ## T.O. FDN. 8'-5 1/8" 1'-6 3/4" ## T.O. PLATE ## T.O. SUBFLR. 8'-1 1/8" 1'-6 3/4" ## T.O. PLATE ## LP BD. & BATTEN ## PER SPECS ## WFPWFP ## PER SPECS ## SOFFIT ## SIDING ## PER SPECS ## 4" LP LAP ## 4" TRIM TYP. ## @ WDWS. / DOOR ## 4" OVER 12" LP TRIM 6'-0" ## C/L AIRSPACE ## PROPERTY LINE ## LP BD. & BATTEN ## PER SPECS ## 6" TRIM ## WFPWFP ## 4" OVER 12" LP TRIM ## 12" LP TRIM ## 12" SQ. LP COL. ## T.O. PLATE ## T.O. SUBFLR. 9'-1 1/8" ## T.O. FDN. 8'-5 1/8" 1'-6 3/4" ## T.O. PLATE ## T.O. SUBFLR. 8'-1 1/8" 1'-6 3/4" ## T.O. PLATE ## WFPWFP ## SIDING ## PER SPECS ## 4" LP LAP ## SIDING ## PER SPECS ## 6" LP LAP ## 4" TRIM TYP. ## @ WDWS. / DOOR ## 4" OVER 12" LP TRIM ## 12" H. CONC. @ ## COL. BASE TYP. ## NOTE: ## LP BD. & BATTEN ## PER SPECS ## 6" TRIM ## WFPWFP ## 4" OVER 12" LP TRIM 3'-0" ## 4" TRIM BD. 10 12 10 12 ## 12" SQ. LP COL. 3'-0" ## WFPWFP ## WFPWFP ## WFPWFP ## WFPWFP ## 2'-0" CANT. ## 1'-0" CANT. ## 2'-0" CANT. ## 12" LP TRIM ## 12" LP TRIM 10 12 10 12 3.77 +/- / 12 3.94 +/- / 12 3.94 +/- / 12 10 12 10 12 10:1210:12 10:1210:12 ## C/L AIRSPACE ## PROPERTY LINE ## C/L AIRSPACE ## PROPERTY LINE 8 3/8" ## FDN. HGT. ## 6" LP SIDING ## PER SPECS 10:12 ## WFP ## T.O. PLATE ## T.O. SUBFLR. 9'-1 1/8" ## T.O. FDN. 8'-5 1/8" 1'-6 3/4" ## T.O. PLATE ## T.O. SUBFLR. 8'-1 1/8" 1'-6 3/4" ## T.O. PLATE ## 2'-0" CANT. ## SIDING ## PER SPECS ## 4" LP LAP ## 4" TRIM TYP. ## @ WDWS. / DOOR 3'-0" ## 12" SQ. 6'-0" ## 4" TRIM ## FLASHING ## METAL ## A/C UNIT ## BKT8x15 ## FYPON or EQUAL ## A/C UNIT ## WFP ## LP COL. 3'-0" ## 6" LP SIDING ## PER SPECS 10:12 ## WFP ## T.O. PLATE ## T.O. SUBFLR. 9'-1 1/8" ## T.O. FDN. 8'-5 1/8" 1'-6 3/4" ## T.O. PLATE ## T.O. SUBFLR. 8'-1 1/8" 1'-6 3/4" ## T.O. PLATE ## 2'-0" CANT. ## SIDING ## PER SPECS ## 4" LP LAP 3'-0" ## 12" SQ. 6'-0" ## 4" TRIM ## FLASHING ## METAL ## WFP ## LP COL. 3'-0" ## 12" LP TRIM ## 12" LP TRIM ## A/C UNITA/C UNIT ## BKT8x15 ## FYPON or EQUAL 9 12 9 12 ## TOTAL ## TRUSSES - 24" OC ## BLOWN INSULATION ## INTERIOR AIR FILM ## VAPOR BARRIER ## 15/32" SHT'G ## 15# FELT ## EXTERIOR AIR FILM ## ICE AND SNOW SHIELD ## ASPHALT SHINGLES ## 5/8" GYP BD ## INDEX OF SHEETS ## NO.DESCRIPTION ## 1NORTH & SOUTH ELEVATIONS; INDEX ## 2EAST & WEST ELEVATIONS 3 5 ## BUILDING LOWER FLOOR PLAN / FDN. 6 8 9 10 4 7 ## BUILDING MAIN FLOOR PLAN ## ROOF PLAN ## BUILDING UPPER FLOOR PLAN ## ELECTRICAL PLANS ## S-1a ## LOWER LEVEL STRUCTURAL ## S-2 ## MAIN LEVEL STRUCTURAL ## S-3 ## UPPER LEVEL STRUCTURAL ## S-4 ## S-5 ## SECTION - STRUCTURAL ## S-6 ## SECTION - STRUCTURAL ## STRUCTURAL NOTES ## DETAILS ## S-1 ## FOUNDATION STRUCTURAL ## BUILDING SECTION / PARTY WALL ## S-7 ## SECTION - STRUCTURAL ## INTERIOR ELEVATIONS ## 2020 MINNESOTA BUILDING CODE ## OCCUPANCY CLASSIFICATION (310.3): RESIDENTIAL GROUP R-2 ## OCCUPANCY CLASSIFICATION (312):GROUP U (PRIVATE GARAGES) ## TYPE OF CONSTRUCTION (TABLE 503): TYPE VB ## ALLOWABLE BUILDING HEIGHT (504.1 & TABLE 504.3): 60' (22' ACTUAL) ## ALLOWABLE STORIES (TABLE 504.4):4 STORIES ## ALLOWABLE BUILDING AREA (TABLE 506.2): 12,000 SQ. FT. PER STORY ## AUTOMATIC FIRE SPRINKLER SYSTEM: NFPA 13R (903.3.1.2) ## DECK/BALCONIES ARE NOT SPRINKLERED - 903.3.1.2.1 TOTAL ALLOWABLE AREA:12,000 SQ. FT. PER STORY x 2 = 24,000 SQ. FT. ## ACTUAL BUILDING AREA: ## 18,480 SQ. FT. TOTAL ALL FLOORS ## 1754 SQ. FT. EACH UNIT (x4) ## 1766 SQ. FT. EACH UNIT (x4) ## 550 SQ. FT. GARAGES (x8) ## TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) ## EXTERIOR WALL FIRE RATING:0-HOUR ## BEARING WALL FIRE RATING:0-HOUR ## INTERIOR NON-BEARING WALL FIRE RATING: 0-HOUR ## FLOOR FIRE RATING:1-HOUR ## CEILING FIRE RATING:1-HOUR ## UNIT SEPARATION WALLS: (708.3)1- HOUR (TWO 1-HOUR PROVIDED) ## SEPARATION OF OCCUPANCIES: (TABLE 508.4) 1- HOUR ## SOUND TRANSMISSION:STC 50 (45 WHEN TESTED) ## IIC 50 (45 WHEN TESTED) ## 2020 NEC (EFFECTIVE 11-17-20) ## 2020 MN PLUMBING CODE ## 2020 MN MECHANICAL & FUEL GAS CODE ## 2020 MN ACCESSIBILITY CODE ## 2020 COMMERCIAL ENERGY CODE ## 2020 STATE FIRE CODE ## SCALE: 1/4" = 1'-0" ## 8-UNIT FOUNDATION PLAN 2 13 ## 07-00-BUYER ## PROJECT # ## BUYER S/O ## BUYER S/O ## REVISIONS: ## STARTED: ## AGENT: ## X ## X . ## COON RAPIDS, MN ## COON CREEK COMMONS 3- STORY TOWNHOMES (8-UNIT)BUILDING 1 ## 4-17-2025 BID SET ## 5-31-2025 PERMIT ## OF ## SHEET 32'-0" 6'-0" 32'-0" 6'-0" 76'-0" 32'-0" 6'-0" 32'-0" 6'-0" 76'-0" ## NOTE: ## SEE ENG. PAGES FOR ## STRUCTURAL INFORMATION ## 8" POURED CONC. WALL W/ ## 6" CURB (2" LEDGE FOR SLAB) 20" x 8" CONC. FTG. ## TYP. FDN. @ SLAB-ON-GRADE ## VERTICAL & HORIZONTAL ## FROST PROTECTION 2 9 14" 2"2" ## PAD FOOTINGS AT CONC. ## LOADS ABV. PER STRUCTURAL ## NOTE: ## VERTICAL & HORIZONTAL ## FROST PROTECTION ## ENDS OF EACH SILL PLATE ## 1/2" DIA. ANCHOR BOLTS ## 6'-0" O.C. & WITHIN 12" OF ## BEARING CURB ## FDN. @ SLAB-ON-GRADE: ## 6" MIN. WIDTH ## FDN. @ SLAB-ON-GRADE: ## 2" LEDGE TYP. ## TO BE 5000 PSI CONC. ## NOTE: ALL FOOTINGS ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: 6" 2" 2 9 ## UNEXCAVATED ## FILL FOR SLAB ## 3 1/2'' CONC. FLOOR ## UNEXCAVATED ## FILL FOR SLAB ## 3 1/2'' CONC. FLOOR ## UNEXCAVATED ## FILL FOR SLAB ## 3 1/2'' CONC. FLOOR ## UNEXCAVATED ## FILL FOR SLAB ## 3 1/2'' CONC. FLOOR 24'-0" 4'-8"19'-4"4'-8"19'-4"19'-4"4'-8"19'-4"4'-8" 24'-0"24'-0"24'-0" ## UNEXCAVATED ## FILL FOR SLAB ## UNEXCAVATED ## FILL FOR SLAB ## UNEXCAVATED ## FILL FOR SLAB ## UNEXCAVATED ## FILL FOR SLAB 1 9 1 10 1 10 14" 2"2" 14" 2"2" 14" 2" 2" 14" 2" 2" 6" 2" 6" 2" 6" 2" 6" 2" 6" 2" 6" 2" 6" 2" ## ENDS OF EACH SILL PLATE ## 1/2" DIA. ANCHOR BOLTS ## 6'-0" O.C. & WITHIN 12" OF ## BEARING CURB ## FDN. @ SLAB-ON-GRADE: ## 6" MIN. WIDTH ## FDN. @ SLAB-ON-GRADE: ## TO BE 5000 PSI CONC. ## NOTE: ALL FOOTINGS 2 9 2 9 ## 2" LEDGE TYP. ## 2" LEDGE TYP. ## PAD FOOTINGS AT CONC. ## LOADS ABV. PER STRUCTURAL ## NOTE: CONC. OPNG. FOR 16'-0" GARAGE DOOR ABOVECONC. OPNG. FOR 16'-0" GARAGE DOOR ABOVECONC. OPNG. FOR 16'-0" GARAGE DOOR ABOVECONC. OPNG. FOR 16'-0" GARAGE DOOR ABOVE CONC. OPNG. FOR 16'-0" GARAGE DOOR ABOVECONC. OPNG. FOR 16'-0" GARAGE DOOR ABOVECONC. OPNG. FOR 16'-0" GARAGE DOOR ABOVECONC. OPNG. FOR 16'-0" GARAGE DOOR ABOVE 14" 2"2" 14" 2"2" 14" 2"2" 24'-0"24'-0"24'-0"24'-0" ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: ## IN DOOR OPNG. ABV. ## NO ANCHOR BOLTS ## NOTE: 4'-6" 8'-8" 4'-7" 8'-8" 4'-6" 8'-8" 4'-6" 8'-8" 4'-7" 8'-8" 4'-6" 8'-8" 4'-7" 8'-8" 4'-7" 8'-8" 4'-3 1/8" 9'-2"10'-10" 4'-3 1/8" 9'-2"10'-10" 4'-3 1/8" 9'-2"10'-10" 4'-3 1/8" 9'-2"10'-10" 4'-3 1/8" 9'-2"10'-10" 4'-3 1/8" 9'-2"10'-10" 4'-3 1/8" 9'-2"10'-10" 4'-3 1/8" 9'-2"10'-10" 24'-0" 4'-8"19'-4"4'-8"19'-4"19'-4"4'-8"19'-4"4'-8" 24'-0"24'-0"24'-0" ## F.D.F.D.F.D.F.D. ## F.D.F.D.F.D.F.D. ## HGT. SEE CIVIL ## .7' CHANGE IN FDN. ## NOTE: ## HGT. SEE CIVIL ## .7' CHANGE IN FDN. ## NOTE: ## SCALE: 1/4" = 1'-0" ## 8-UNIT FIRST LEVEL FLOOR PLAN 313 ## 07-00-BUYER ## PROJECT # ## BUYER S/O ## BUYER S/O ## REVISIONS: ## STARTED: ## AGENT: ## X ## X . ## COON RAPIDS, MN ## COON CREEK COMMONS 3- STORY TOWNHOMES (8-UNIT)BUILDING 1 ## 4-17-2025 BID SET ## 5-31-2025 PERMIT ## OF ## SHEET ## MUDRM. VCT or SIM. ## BENCH / ## 8'-4" +/- CLG. / ## SMOKE ## CM / 2668 ## H20 ## EXCH. ## AIR 92% ## FURN ## WH ## F.D. ## CONC. ## WS ## * GARAGE CEIL. TO BE 5/8" TYPE 'X' * 2x6 WALLS U.N.O. ## * FULLY INSULATE WALLS ## GARAGE ## & CEILING IN GARAGE ## * 4" CONC. FLR. ## R-30 INSULATION @ FLOOR ABV. ## NOTE: 2x8 TRTD. JSTS. ## 16" O.C. ## A/C UNIT 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## BEAM PER STRUCT. ## SLOPE CONC. 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## BEAM PER STRUCT. ## SLOPE CONC. 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## BEAM PER STRUCT. ## SLOPE CONC. 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## BEAM PER STRUCT. ## SLOPE CONC. 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## BEAM PER STRUCT. ## SLOPE CONC. 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## BEAM PER STRUCT. ## SLOPE CONC. 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## BEAM PER STRUCT. ## SLOPE CONC. 16'x8' O.H.D. ## R.O. 16'-1" FRAMING ## BEAM PER STRUCT. ## SLOPE CONC. 32'-0" 6'-0" 32'-0" 6'-0" 76'-0" 32'-0" 6'-0" 32'-0" 6'-0" 76'-0" ## 3068 MTL. ## 3068 MTL. 2068 2668 ## 3068 MTL. ## 3068 MTL. 2068 ## HOOKS ## BENCH / ## HOOKS ## FLEX VCT or SIM. ## 8'-4" +/- CLG. / ## MUDRM. VCT or SIM. ## 8'-4" +/- CLG. / ## MECH. ## 8'-4" +/- CLG. / ## FLEX VCT or SIM. ## 8'-4" +/- CLG. / ## UP 16 R ## BENCH / 2668 ## 3068 MTL. ## 3068 MTL. 2068 2668 ## 3068 MTL. ## 3068 MTL. 2068 ## HOOKS ## BENCH / ## HOOKS ## MUDRM. VCT or SIM. ## 8'-4" +/- CLG. / ## MECH. ## 8'-4" +/- CLG. / ## FLEX VCT or SIM. ## 8'-4" +/- CLG. / ## MUDRM. VCT or SIM. ## BENCH / ## 8'-4" +/- CLG. / 2668 ## 3068 MTL. ## 3068 MTL. 2068 2668 ## 3068 MTL. ## 3068 MTL. 2068 ## HOOKS ## BENCH / ## HOOKS ## MECH. ## 8'-4" +/- CLG. / ## FLEX VCT or SIM. ## 8'-4" +/- CLG. / ## MUDRM. VCT or SIM. ## 8'-4" +/- CLG. / ## MECH. ## 8'-4" +/- CLG. / ## FLEX VCT or SIM. ## 8'-4" +/- CLG. / ## MUDRM. VCT or SIM. ## 8'-4" +/- CLG. / ## MECH. ## 8'-4" +/- CLG. / ## FLEX VCT or SIM. ## 8'-4" +/- CLG. / ## BENCH / 2668 ## 3068 MTL. ## 3068 MTL. 2068 2668 ## 3068 MTL. ## 3068 MTL. 2068 ## HOOKS ## BENCH / ## HOOKS ## MUDRM. VCT or SIM. ## 8'-4" +/- CLG. / ## MECH. ## 8'-4" +/- CLG. / ## FLEX VCT or SIM. ## 8'-4" +/- CLG. / ## MUDRM. VCT or SIM. ## 8'-4" +/- CLG. / ## MECH. ## 8'-4" +/- CLG. / ## FLEX VCT or SIM. ## 8'-4" +/- CLG. / ## UP 16 R ## UP 16 R UP 16 R ## UP 16 R UP 16 R ## UP 16 R UP 16 R ## A ## @ 6'-11" HT. ## 18" FLR. TRUSSES ## SPACING PER MANUF. 1 6 1 6 1 6 1 6 2 9 2 9 2 9 2 9 ## FLOOR GIRDER ## FLOOR GIRDER ## FL. HDR. ## FLOOR GIRDER ## FLOOR GIRDER ## FL. HDR. ## * GARAGE CEIL. TO BE 5/8" TYPE 'X' * 2x6 WALLS U.N.O. ## * FULLY INSULATE WALLS ## GARAGE ## & CEILING IN GARAGE ## * 4" CONC. FLR. ## R-30 INSULATION @ FLOOR ABV. ## NOTE: ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## GARAGEGARAGEGARAGEGARAGE ## GARAGEGARAGE 24'-0" 8'-0" 2'-4" 5'-0"6'-0"9'-0 1/4"3'-11 3/4" 14'-9 1/4"9'-2 3/4" 3'-6" 3'-10 5/8" 4'-1 3/8" 9'-6" 20'-6" 5'-0"6'-0"9'-0 1/4"3'-11 3/4" 14'-9 1/4"9'-2 3/4" 3'-6" 3'-10 5/8" 4'-1 3/8" 9'-6" 20'-6" 8'-8" 4'-7" 8'-8" 4'-6" ## FLOOR GIRDER ## FL. HDR. ## SMOKE ## CM / ## A/C UNIT ## A/C UNIT ## A/C UNIT ## A/C UNIT ## A/C UNIT ## A/C UNIT ## A/C UNIT 24'-0" 4'-8"19'-4"4'-8"19'-4"19'-4"4'-8"19'-4"4'-8" 24'-0"24'-0"24'-0" ## NOTE: ## SEE ENG. PAGES FOR ## STRUCTURAL INFORMATION 19'-0" 4"4" 24'-0" 4'-8"19'-4"4'-8"19'-4"19'-4"4'-8"19'-4"4'-8" 24'-0"24'-0"24'-0" 19'-0" 4"4" 2x8 TRTD. JSTS. ## 16" O.C. 2x8 TRTD. JSTS. ## 16" O.C. 2x8 TRTD. JSTS. ## 16" O.C. ## MECH. ## MECH. ## CONC. ## MECH. ## 8'-4" +/- CLG. / ## H20 ## EXCH. ## AIR 92% ## FURN ## WH ## F.D. ## WS ## A ## @ 6'-11" HT. ## A ## @ 6'-11" HT. ## A ## @ 6'-11" HT. 1 7 ## WINDOW SCHEDULE - PER SPECS ## FLOOR ## WINDOW LABELWDW. SIZEDESCRIPTION ## B A36" x 60" ## C ## MAIN LEVEL 36" x 72" ## DBL. HUNG ## D ## UPPER LEVEL 36" x 54" ## DBL. HUNG 72" x 60" ## 2W DBL. HUNG ## GARAGE LEVEL ## DBL. HUNG ## OR SEALED INCLUDING ELECTRICAL BOXES PER IECC 402.4.1.2 ## AIR BARRIER PENETRATIONS SHALL BE CAULKED, GASKETED, ## NOTE: ## NOTE: EXTERIOR HOUSE AND GARAGE/HOUSE ## COMMON FDN. WALLS TO BE HELD 2'' IN. ## DIMENSIONS SHOWN ARE TO FACE OF 2'' ## EXTERIOR RIGID INSULATION & FRAMING ABOVE ## EXTERIOR FLOOR PLAN DIMENSIONS ## ARE TO OUTSIDE OF SHEATHING, INTERIOR ## DIMENSIONS ARE TO FRAMING. ## HEADER SPANS: ## UP TO 4'-11'' = 1 TRIMMER ## 5'-0'' AND BIGGER = 2 TRIMMERS ## UNLESS NOTED OTHERWISE ## NOTE: ## SEE ROOF TRUSS LAYOUT ## FOR TRUSS DIRECTION ## NOTE: ## ALL DRS/ WIN.'S REQUIRE ## 4" ON SIDES FOR CASING ## NOTE: ## 2X6 EXT. WALLS U.N.O. ## 2X4 INT. WALLS U.N.O. ## INDICATES LOCATION OF SOLID BRG. ## NOTE: ## SEE ENGINEERING ## FOR BRACE WALL ## SCALE: 1/4" = 1'-0" ## 8-UNIT SECOND LEVEL FLOOR PLAN 413 ## OF ## SHEET ## 07-00-BUYER ## PROJECT # ## BUYER S/O ## BUYER S/O ## REVISIONS: ## STARTED: ## AGENT: ## X ## X . ## COON RAPIDS, MN ## COON CREEK COMMONS 3- STORY TOWNHOMES (8-UNIT) ## BUILDING 1 ## 4-17-2025 BID SET ## 5-31-2025 PERMIT ## DECK ## DECKING PER SPECS ## REF. ## DW ## NOTE: ## SEE ENG. PAGES FOR ## STRUCTURAL INFORMATION ## w/ WD. CAP ## FOYER ## WOOD ## SLOPED WALL ## 36" H. RAILING ## w/ WD. CAP ## 40" H. WALL ## KITCHEN ## 9' CLG. / WD. ## GAS RANGE ## MICRO ABV. ## 6' H. PRIVACY WALL (2x6) ## C/L AIRSPACEPROPERTY LINE ## LIVING ROOM ## 9' CLG. / WD. ## C 2 10 4 10 3 10 ## @ 7'-11" HT. 32'-0" 32'-0" 32'-0" 32'-0" 2468 ## 1/2 B. VCT or SIM. ## 9'CLG. / ## UP 17 R 6'-0" 6'-0" 76'-0" 6'-0" 6'-0" 76'-0" 24'-0" 4'-8"19'-4"4'-8"19'-4"19'-4"4'-8"19'-4"4'-8" 24'-0"24'-0"24'-0" ## 3068 MTL. 9/0 x 8/0 PATIO DR. ## 24" CANT. ABV. 2068 9/0 x 8/0 PATIO DR.9/0 x 8/0 PATIO DR.9/0 x 8/0 PATIO DR. 9/0 x 8/0 PATIO DR.9/0 x 8/0 PATIO DR.9/0 x 8/0 PATIO DR.9/0 x 8/0 PATIO DR. ## 3068 MTL. ## 3068 MTL.3068 MTL.3068 MTL. ## 3068 MTL.3068 MTL.3068 MTL. ## DINING ## LIVING ROOM ## 9' CLG. / WD. ## 9' CLG. / WD. 2468 ## UP 17 R 2068 ## DW ## GAS RANGE ## MICRO ABV. ## REF. ## KITCHEN ## 9' CLG. / WD. ## FOYER ## WOOD ## DN 8 R DN 8 R ## (5) SH. ## PANTRY ## (5) SH. ## PANTRY ## DN 16 R DN 16 R 2 10 4 10 3 10 ## 24" PED. ## w/ WD. CAP ## SLOPED WALL ## w/ WD. CAP ## 40" H. WALL ## B ## @ 7'-11" HT. ## DECK ## DECKING PER SPECS ## DN 7 R DN 7 R ## STOOP ## DECKING ## PER SPECS ## STOOP ## DECKING ## PER SPECS 12'-2 1/4" 12'-1 1/2" 7'-8 1/4" 7'-0 1/4" 6'-10 1/4" 3'-3" 8'-11 1/4" 6'-11 1/4" 5'-2 1/4" 4'-6" 7'-1 1/4" 6'-11 1/4" 4'-7" 6'-0"15'-7"2'-5"6'-0" 15'-6 1/4"2'-5 3/4" 8'-6 1/4" 6'-0" 8'-6 1/4" 6'-0" 5'-5 3/4"3'-3"2'-11 1/2" 6'-1"5'-2" 7'-3 1/4" 2'-2" 5'-6 3/4"3'-4"3'-0"10'-5 1/4" 6'-0"5'-2" 7'-3 1/4" 2'-2" 6'-0"3'-4" 3'-0" 3'-4" 6'-0"3'-4" 3'-0" 3'-4" ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## 36" H. RAILING ## C/L AIRSPACEPROPERTY LINEC/L AIRSPACEPROPERTY LINE ## C/L AIRSPACE ## PROPERTY LINE ## C/L AIRSPACE ## PROPERTY LINE 1 6 1 6 1 6 1 6 ## 12" CANT. ABV. 2 9 2 9 2 9 2 9 ## 24" PED. ## SMOKE ## CM / ## SMOKE ## CM / ## SMOKE ## CM / ## TYPICAL ## INTERIOR UNIT ## TYPICAL ## INTERIOR UNIT ## TYPICAL ## INTERIOR UNIT ## TYPICAL ## EXTERIOR UNIT ## TYPICAL ## EXTERIOR UNIT ## TYPICAL ## EXTERIOR UNIT 24'-0" 4'-8"19'-4"4'-8"19'-4"19'-4"4'-8"19'-4"4'-8" 24'-0"24'-0"24'-0" ## FLR. GIRDER ## FL. HDR. ## 1/2 B. VCT or SIM. ## 9'CLG. / ## SMOKE ## CM / ## FLR. GIRDER ## FL. HDR. ## FLR. GIRDER ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## FLR. GIRDER ## 18" FLR. TRUSSES ## SPACING PER MANUF. ## MECH. 1'-8" 11'-2 3/4" ## DINING ## 9' CLG. / WD. 10'-7 3/4" ## MECH. 1'-8" 11'-5 1/4" 9'-8" 9'-10 1/8"9'-7 5/8" 9'-8" ## B ## @ 7'-11" HT. 2'-0 1/4" ## 768 SQ. FT. 1 7 ## WINDOW SCHEDULE - PER SPECS ## FLOOR ## WINDOW LABELWDW. SIZEDESCRIPTION ## B A36" x 60" ## C ## MAIN LEVEL 36" x 72" ## DBL. HUNG ## D ## UPPER LEVEL 36" x 54" ## DBL. HUNG 72" x 60" ## 2W DBL. HUNG ## GARAGE LEVEL ## DBL. HUNG ## OR SEALED INCLUDING ELECTRICAL BOXES PER IECC 402.4.1.2 ## AIR BARRIER PENETRATIONS SHALL BE CAULKED, GASKETED, ## NOTE: ## NOTE: EXTERIOR HOUSE AND GARAGE/HOUSE ## COMMON FDN. WALLS TO BE HELD 2'' IN. ## DIMENSIONS SHOWN ARE TO FACE OF 2'' ## EXTERIOR RIGID INSULATION & FRAMING ABOVE ## EXTERIOR FLOOR PLAN DIMENSIONS ## ARE TO OUTSIDE OF SHEATHING, INTERIOR ## DIMENSIONS ARE TO FRAMING. ## HEADER SPANS: ## UP TO 4'-11'' = 1 TRIMMER ## 5'-0'' AND BIGGER = 2 TRIMMERS ## UNLESS NOTED OTHERWISE ## NOTE: ## SEE ROOF TRUSS LAYOUT ## FOR TRUSS DIRECTION ## NOTE: ## ALL DRS/ WIN.'S REQUIRE ## 4" ON SIDES FOR CASING ## NOTE: ## 2X6 EXT. WALLS U.N.O. ## 2X4 INT. WALLS U.N.O. ## INDICATES LOCATION OF SOLID BRG. ## NOTE: ## SEE ENGINEERING ## FOR BRACE WALL ## SCALE: 1/4" = 1'-0" ## 8-UNIT THIRD LEVEL FLOOR PLAN 513 ## OF ## SHEET ## 07-00-BUYER ## PROJECT # ## BUYER S/O ## BUYER S/O ## REVISIONS: ## STARTED: ## AGENT: ## X ## X . ## COON RAPIDS, MN ## COON CREEK COMMONS 3- STORY TOWNHOMES (8-UNIT) ## BUILDING 1 ## 4-17-2025 BID SET ## 5-31-2025 PERMIT ## MANUF. TRUSSES ## 24 O.C. ## NOTE: ## SEE ENG. PAGES FOR ## STRUCTURAL INFORMATION ## 5'-0" MIN. 30x60 FG ## TUB / SH 2868 5 10 6 10 ## SD ## W ## D ## ATTIC ## ACCESS ## 8' CLG. ## BEDROOM #2 ## 8' CLG. / CARPET 60x32 SHWR. ## C.T. WALLS ## KOHLER BASE ## GLS. SHWR. DR. ## 8' CLG. / CARPET ## O. CLST. ## 8' CLG. / ## CARPET ## BATH ## 8' CLG. / ## LVT FLR. ## 84" V. ## 8' CLG. / ## CARPET ## 5'-0" MIN. 2'-10" ## MANUF. TRUSSES ## 24 O.C. ## FLR. @ LNDRY. ## SHT. VINYL ## OWNERS BDRM. ## NOTE: ## ATTICACCESS ## WIRE SH. ## 6/0 BI-PASS 8 10 34'-0" 34'-0" 34'-0" 34'-0" ## DN 17 R 68'-0"68'-0" 24'-0"24'-0"24'-0"24'-0" ## DN 17 R 2468 24682468 ## R&SH ## R&SH ## R&SH 2 9 2 9 2 9 2 9 2668 2668 2668 2668 2668 2468 2468 12'-0"12'-0"12'-0"12'-0" 2'-0" 1'-0" ## D ## @ 6'-11" HT. ## D ## @ 6'-11" HT. ## D ## @ 6'-11" HT. ## D ## @ 6'-11" HT. ## D ## @ 6'-11" HT. ## D ## @ 6'-11" HT. ## SMOKE ## CM / ## SMOKE ## CM / ## SD ## SD ## SD ## SD ## SMOKE ## CM / ## SMOKE ## CM / ## R&SHR&SH ## R&SH ## R&SH ## R&SH ## W ## D ## 5/0 BI-PASS 2 - 2668 ## 8' CLG. / CARPET ## OWNERS BDRM. ## O. CLST. ## 8' CLG. / ## CARPET ## O. BATH ## 8' CLG. / ## LVT FLR. ## O. BATH ## 8' CLG. / ## LVT FLR. ## LNDRY. ## 8' CLG. / ## LVT FLR. ## BEDROOM #2 ## 8' CLG. / CARPET ## BEDROOM #3 ## 8' CLG. / CARPET ## 8' CLG. / ## CARPET 60x32 SHWR. ## C.T. WALLS ## KOHLER BASE ## GLS. SHWR. DR. ## 5'-0" MIN. ## w/ WD. CAP ## 40" H. WALL ## 8' CLG. / ## CARPET ## LOFT ## 8' CLG. / ## CARPET ## LOFT 1668 2468 2 - 2068 ## 42" V. ## 42" V. ## LINEN SH. ## LINEN ## SH. ## 6/0 BI-PASS ## MANUF. TRUSSES ## 24 O.C. ## 5'-0" MIN. 30x60 FG ## TUB / SH ## BATH ## 8' CLG. / ## LVT FLR. ## 42" V. 2x6 2x6 2x6 7 10 ## CANT. ## CANT. ## WIRE SH. 6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0"6'-0" 12'-2" 2'-5" 10'-7 3/4" 8'-9 1/4" 4'-1 1/4" 4'-8" 5'-3 3/4" 5'-4" 8'-9"2'-0"3'-6"3'-2"6'-7" 11'-1 5/8" 5'-11 1/2" 5'-4 3/4" 5'-4 3/4" 4'-1 3/8" 10'-9" 7'-6"5'-10" 11" 3'-10 1/2"5'-10 1/2" 2468 ## PKT. DR. ## EQ.EQ. ## EQ.EQ. 7'-6"3'-10"6'-4"6'-4" ## w/ WD. CAP ## 40" H. WALL 6'-5 5/8" 4'-1 3/8" 15'-10" 11'-2" 2'-5" 3'-6 1/2" 5'-0 1/2" 1'-10"5'-10"3'-8"6'-4"6'-4" 7'-8"3'-8"12'-8" 6'-7" 6'-6" 10'-9"2'-6" 24'-0"24'-0"24'-0"24'-0" ## TYPICAL ## INTERIOR UNIT ## TYPICAL ## INTERIOR UNIT ## TYPICAL ## INTERIOR UNIT ## TYPICAL ## EXTERIOR UNIT ## TYPICAL ## EXTERIOR UNIT ## TYPICAL ## EXTERIOR UNIT ## 792 SQ. FT. 780 SQ. FT. 1 7 ## WINDOW SCHEDULE - PER SPECS ## FLOOR ## WINDOW LABELWDW. SIZEDESCRIPTION ## B A36" x 60" ## C ## MAIN LEVEL 36" x 72" ## DBL. HUNG ## D ## UPPER LEVEL 36" x 54" ## DBL. HUNG 72" x 60" ## 2W DBL. HUNG ## GARAGE LEVEL ## DBL. HUNG ## OR SEALED INCLUDING ELECTRICAL BOXES PER IECC 402.4.1.2 ## AIR BARRIER PENETRATIONS SHALL BE CAULKED, GASKETED, ## NOTE: ## NOTE: EXTERIOR HOUSE AND GARAGE/HOUSE ## COMMON FDN. WALLS TO BE HELD 2'' IN. ## DIMENSIONS SHOWN ARE TO FACE OF 2'' ## EXTERIOR RIGID INSULATION & FRAMING ABOVE ## EXTERIOR FLOOR PLAN DIMENSIONS ## ARE TO OUTSIDE OF SHEATHING, INTERIOR ## DIMENSIONS ARE TO FRAMING. ## HEADER SPANS: ## UP TO 4'-11'' = 1 TRIMMER ## 5'-0'' AND BIGGER = 2 TRIMMERS ## UNLESS NOTED OTHERWISE ## NOTE: ## SEE ROOF TRUSS LAYOUT ## FOR TRUSS DIRECTION ## NOTE: ## ALL DRS/ WIN.'S REQUIRE ## 4" ON SIDES FOR CASING ## NOTE: ## 2X6 EXT. WALLS U.N.O. ## 2X4 INT. WALLS U.N.O. ## INDICATES LOCATION OF SOLID BRG. ## NOTE: ## SEE ENGINEERING ## FOR BRACE WALL 1 April 24, 2026 Land & Resource Consulting, Inc. 14260 23 rd ## Ave. N., Plymouth, MN 55447 Ofc. 763.340.0699 • email toddo@landandresource.com ## S ## TORMWATER NARRATIVE ## EDGEWOOD VILLAGE ## Becker, Sherburne County, MN Prepared for: Kuepers, Inc. ## Exhibit F 2 2 Edgewood Village, Kuepers, Inc. ## Becker, Minnesota ## Table of Contents Introduction: ....................................................................................................................................................... 3 Stormwater Requirements ................................................................................................................................... 3 City of Becker ............................................................................................................................................. 3 MPCA .......................................................................................................................................................... 3 Existing Conditions ............................................................................................................................................. 3 Proposed Stormwater Management ..................................................................................................................... 3 Conclusion .......................................................................................................................................................... 4 Certification ........................................................................................................................................................ 4 Appendix A: Existing Drainage Calculations ....................................................................................................... 5 Appendix B: Proposed Drainage Calculations ..................................................................................................... 6 Appendix C: Storm Sewer Drainage Calculations ................................................................................................ 7 Appendix D: Geotech Report ............................................................................................................................... 8 3 3 Edgewood Village, Kuepers, Inc. ## Becker, Minnesota ## Introduction: The proposed residential development is located south of Edgewood Street and along Lu Ann Drive in Becker, Minnesota. Encompassing approximately 19 acres, this multi-use project consists of four 38-unit apartment buildings, three 8-unit townhomes, five 5-unit townhomes, and seven twin homes. The scope of work includes the construction of new public streets, comprehensive stormwater treatment facilities, and utility extensions. ## Stormwater Requirement The City of Becker, and Minnesota Pollution Control Agency (MPCA) have review jurisdiction over stormwater runoff from the proposed development. ## City of Becker The City of Becker requires reduction of site discharge rates for the 2-, 10-, and 100-year rainfall event. ## MPCA The MPCA requires that the proposed stormwater design comply with the Construction Stormwater General Permit, including treatment of the site’s required water quality volume. ## Existing Conditions The subject property encompasses approximately 19 acres of undeveloped land, characterized primarily by prairie and wooded areas. The site is situated along the Lu Ann Drive right-of-way, which is slated for extension by others. Topographically, the site is relatively level, with the majority of overland drainage directed toward Lu Ann Drive. Site soils are classified as Hydrologic Soil Group (HSG) A. For further technical details, please refer to Appendices A and D. ## Proposed Stormwater Management The proposed design utilizes three infiltration basins strategically located across the site to provide water quality treatment and volume control. By leveraging the site’s sandy soils, these basins will capture and infiltrate the majority of the site's runoff. While the design maximizes collection across the 19-acre property, the homes along Lu Ann Drive will partially drain to the right-of-way. Due to topographic constraints, there is no practical way to collect runoff from this specific area; however, this flow will be managed by the existing system and the right-of-way extension designed by others. The project was modeled using Type II, 24-hour storm events for the 2-, 10-, and 100-year frequencies. The analysis demonstrates that the infiltration strategy effectively mitigates peak discharge rates for the developed site. For the purposes of this analysis, the property has been divided into two distinct drainage sub-catchments. Table 1 analyzes the primary development area tributary to the three on-site infiltration basins, allowing for a targeted evaluation of the engineered system’s efficiency. Table 2 accounts for the fringe areas along Lu Ann Drive where existing topography dictates direct discharge. Table 1 compares the peak discharge rates of the total site, excluding direct runoff to Lu Ann Drive; in all modeled scenarios, 4 4 Edgewood Village, Kuepers, Inc. ## Becker, Minnesota proposed runoff rates are lower than existing conditions. Table 2 shows a net decrease in the 100-year peak discharge rate. For the 2-year and 10-year events, there is a nominal increase of 1.3 cfs and 2.4 cfs, respectively, which is mitigated by the significant overall reductions achieved elsewhere on the site. Table 1 – Peak Discharge Rates: Site Total - Excluding Direct Runoff to Lu Ann ## Table 2 –Peak Discharge Rates: Site to Lu Ann Storm Event Existing Runoff Rate (1S) (cfs) Proposed Runoff Rate (2R) (cfs) 2-year (2.79”) 0.05 1.35 10-year (4.10”) 1.23 3.63 100-year (6.60”) 10.29 9.00 A Stormwater Pollution Prevention Plan (SWPPP) will be created and implemented for temporary stormwater management during construction. Refer to Appendix B and C for additional information on modeling and storm sewer calculations. ## Conclusion In conclusion, the Edgewood Village stormwater system has been designed to meet MPCA and City of Becker standards to the maximum extent practicable. While topographic constraints along Lu Ann Drive result in 2-year and 10-year peak discharge rates that exceed existing conditions, the design achieves a net reduction in the critical 100-year event. By utilizing the site’s HSG A soils for significant volume control and infiltration, the project provides a responsible drainage solution that mitigates downstream impacts and protects local water resources despite the practical limitations of the terrain. This report was created by Land & Resource Consulting. Please direct questions to Jackson Keeley at jacksonk@landandresource.com. ## Certification I hereby certify that this report was prepared by me, or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Date: 4/24/2026 ## Randall Hedlund ## License No. 19576 Storm Event Existing Runoff Rate (1R) (cfs) Proposed Runoff Rate (1R) (cfs) 2-year (2.79”) 0.02 0.00 10-year (4.10”) 0.81 0.00 100-year (6.60”) 6.81 1.13 5 5 Edgewood Village, Kuepers, Inc. ## Becker, Minnesota ## Appendix A: Existing Drainage Calculations ## GAS ## GAS 975 973 973 974 976 975 976 975 973 974 976 976 974 974 975 975 972 973 974 974 975 975 973 974 974 974 975 974 976 974 974 974 974 975 974 974 975 975 974 976 976 975 974 974 974 974 974 975 975 972 973 974 976 976 975 975 980 976 976 976 977 978 979 973 974 972 974 974 974 975 974 974 974 974 974 974 970 968 974 974 975 974 977 972 974 974 973 974 974 974 974 975 976 976 976 975 974 975 974 973 974 974 975 974 974 972 975 974 976 976 976 976 975 975 974 974 974 974 974 974 975 974 975 976 975 978 977 978 977 978 977 976 975 976 976 976 976 977 972 973 974 975 976 977 976 975 974 976 977 980 973 974 974 974 978 978 976 975 976 976 975 976 976 976 975 976 976 971 973 974 976 975 974 973 974 975 974 974 976 974 974 975 975 974 974 ## EDGEWOOD STREET SE ## LU ANN DR. ## Existing ## Drainage 0 100 200 ## N 100 scale ## Legend ## Drainage Boundary ## Subcatchment ## XX ## 1P 2 1 ## Pond 3 5 ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat 4 1 1 ## 1S ## SITE TO LU ANN ## 2S ## SITE TO SOUTHWEST ## 3S ## SITE TO WEST ## 4S ## SITE TO EDGWOOD ## ROW ## 5S ## SITE TO EAST ## 1R ## SITE - EXCL. DIRECT ## TO LU ANN ## 2R ## Site Total ## Routing Diagram for 25021 Ex Hydro ## Prepared by Land & Resource Consulting Inc, Printed 4/24/2026 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Subcat ## Reach ## Pond ## Link ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 2 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Rainfall Events Listing ## Event#Event ## Name ## Storm TypeCurveModeDuration (hours) ## B/BDepth (inches) ## AMC 12-YearType II 24-hrDefault24.0012.792 210-YearType II 24-hrDefault24.0014.102 3100-YearType II 24-hrDefault24.0016.602 ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 3 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=11.694 ac 0.00% Impervious Runoff Depth=0.05" ## Subcatchment 1S: SITE TO LU ANN Flow Length=380' Slope=0.0060 '/' Tc=33.3 min CN=49 Runoff=0.05 cfs 0.044 af Runoff Area=3.067 ac 0.00% Impervious Runoff Depth=0.05" ## Subcatchment 2S: SITE TO SOUTHWEST Flow Length=365' Tc=33.6 min CN=49 Runoff=0.01 cfs 0.012 af Runoff Area=2.406 ac 0.00% Impervious Runoff Depth=0.05" ## Subcatchment 3S: SITE TO WEST Flow Length=350' Tc=28.6 min CN=49 Runoff=0.01 cfs 0.009 af Runoff Area=0.500 ac 0.00% Impervious Runoff Depth=0.05" ## Subcatchment 4S: SITE TO EDGWOOD ROW Flow Length=160' Tc=30.1 min CN=49 Runoff=0.00 cfs 0.002 af Runoff Area=1.455 ac 0.00% Impervious Runoff Depth=0.05" ## Subcatchment 5S: SITE TO EAST Flow Length=235' Tc=30.2 min CN=49 Runoff=0.01 cfs 0.005 af Inflow=0.03 cfs 0.028 af ## Reach 1R: SITE - EXCL. DIRECT TO LU ANN Outflow=0.03 cfs 0.028 af Inflow=0.09 cfs 0.072 af ## Reach 2R: Site Total Outflow=0.09 cfs 0.072 af Total Runoff Area = 19.122 ac Runoff Volume = 0.072 af Average Runoff Depth = 0.05" 100.00% Pervious = 19.122 ac 0.00% Impervious = 0.000 ac ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 4 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 1S: SITE TO LU ANN Runoff=0.05 cfs @ 15.72 hrs, Volume=0.044 af, Depth= 0.05" ## Routed to Reach 2R : Site Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 2-Year Rainfall=2.79" ## Area (ac)CN Description ## 11.69449 Pasture/grassland/range, Fair, HSG A ## 11.694100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 24.7100 0.00600.07 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 8.6280 0.00600.54 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 33.3380 Total ## Subcatchment 1S: SITE TO LU ANN ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 ## Type II 24-hr 2-Year Rainfall=2.79" ## Runoff Area=11.694 ac ## Runoff Volume=0.044 af ## Runoff Depth=0.05" ## Flow Length=380' Slope=0.0060 '/' Tc=33.3 min ## CN=49 0.05 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 5 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 2S: SITE TO SOUTHWEST Runoff=0.01 cfs @ 15.72 hrs, Volume=0.012 af, Depth= 0.05" Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 2-Year Rainfall=2.79" ## Area (ac)CN Description ## 3.06749 Pasture/grassland/range, Fair, HSG A ## 3.067100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 24.7100 0.00600.07 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 8.9265 0.00500.49 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 33.6365 Total ## Subcatchment 2S: SITE TO SOUTHWEST ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.015 0.014 0.013 0.012 0.011 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001 0 ## Type II 24-hr 2-Year Rainfall=2.79" ## Runoff Area=3.067 ac ## Runoff Volume=0.012 af ## Runoff Depth=0.05" ## Flow Length=365' Tc=33.6 min ## CN=49 0.01 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 6 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 3S: SITE TO WEST Runoff=0.01 cfs @ 15.60 hrs, Volume=0.009 af, Depth= 0.05" Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 2-Year Rainfall=2.79" ## Area (ac)CN Description ## 2.40649 Pasture/grassland/range, Fair, HSG A ## 2.406100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 20.2100 0.01000.08 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 8.4250 0.00500.49 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 28.6350 Total ## Subcatchment 3S: SITE TO WEST ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.013 0.012 0.011 0.011 0.01 0.01 0.009 0.009 0.008 0.008 0.007 0.007 0.006 0.006 0.005 0.005 0.004 0.004 0.003 0.003 0.002 0.002 0.001 0.001 0.000 0 ## Type II 24-hr 2-Year Rainfall=2.79" ## Runoff Area=2.406 ac ## Runoff Volume=0.009 af ## Runoff Depth=0.05" ## Flow Length=350' Tc=28.6 min ## CN=49 0.01 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 7 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 4S: SITE TO EDGWOOD ROW Runoff=0.00 cfs @ 15.62 hrs, Volume=0.002 af, Depth= 0.05" Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 2-Year Rainfall=2.79" ## Area (ac)CN Description ## 0.50049 Pasture/grassland/range, Fair, HSG A ## 0.500100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 26.6100 0.00500.06 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 3.560 0.00170.29 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 30.1160 Total ## Subcatchment 4S: SITE TO EDGWOOD ROW ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.003 0.003 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0 ## Type II 24-hr 2-Year Rainfall=2.79" ## Runoff Area=0.500 ac ## Runoff Volume=0.002 af ## Runoff Depth=0.05" ## Flow Length=160' Tc=30.1 min ## CN=49 0.00 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 8 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 5S: SITE TO EAST Runoff=0.01 cfs @ 15.67 hrs, Volume=0.005 af, Depth= 0.05" Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 2-Year Rainfall=2.79" ## Area (ac)CN Description ## 1.45549 Pasture/grassland/range, Fair, HSG A ## 1.455100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 26.6100 0.00500.06 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 3.6135 0.00800.63 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 30.2235 Total ## Subcatchment 5S: SITE TO EAST ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.007 0.007 0.006 0.006 0.005 0.005 0.004 0.004 0.003 0.003 0.002 0.002 0.001 0.001 0.000 0 ## Type II 24-hr 2-Year Rainfall=2.79" ## Runoff Area=1.455 ac ## Runoff Volume=0.005 af ## Runoff Depth=0.05" ## Flow Length=235' Tc=30.2 min ## CN=49 0.01 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 9 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Summary for Reach 1R: SITE - EXCL. DIRECT TO LU ANN Inflow Area =7.428 ac, 0.00% Impervious, Inflow Depth = 0.05" for 2-Year event Inflow=0.03 cfs @ 15.66 hrs, Volume=0.028 af Outflow=0.03 cfs @ 15.66 hrs, Volume=0.028 af, Atten= 0%, Lag= 0.0 min ## Routed to Reach 2R : Site Total Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Reach 1R: SITE - EXCL. DIRECT TO LU ANN ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.038 0.036 0.034 0.032 0.03 0.028 0.026 0.024 0.022 0.02 0.018 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.002 0 ## Inflow Area=7.428 ac 0.03 cfs 0.03 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 10 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Reach 2R: Site Total Inflow Area =19.122 ac, 0.00% Impervious, Inflow Depth = 0.05" for 2-Year event Inflow=0.09 cfs @ 15.72 hrs, Volume=0.072 af Outflow=0.09 cfs @ 15.72 hrs, Volume=0.072 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Reach 2R: Site Total ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 ## Inflow Area=19.122 ac 0.09 cfs 0.09 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 11 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=11.694 ac 0.00% Impervious Runoff Depth=0.33" ## Subcatchment 1S: SITE TO LU ANN Flow Length=380' Slope=0.0060 '/' Tc=33.3 min CN=49 Runoff=1.23 cfs 0.319 af Runoff Area=3.067 ac 0.00% Impervious Runoff Depth=0.33" ## Subcatchment 2S: SITE TO SOUTHWEST Flow Length=365' Tc=33.6 min CN=49 Runoff=0.32 cfs 0.084 af Runoff Area=2.406 ac 0.00% Impervious Runoff Depth=0.33" ## Subcatchment 3S: SITE TO WEST Flow Length=350' Tc=28.6 min CN=49 Runoff=0.28 cfs 0.066 af Runoff Area=0.500 ac 0.00% Impervious Runoff Depth=0.33" ## Subcatchment 4S: SITE TO EDGWOOD ROW Flow Length=160' Tc=30.1 min CN=49 Runoff=0.06 cfs 0.014 af Runoff Area=1.455 ac 0.00% Impervious Runoff Depth=0.33" ## Subcatchment 5S: SITE TO EAST Flow Length=235' Tc=30.2 min CN=49 Runoff=0.16 cfs 0.040 af Inflow=0.81 cfs 0.203 af ## Reach 1R: SITE - EXCL. DIRECT TO LU ANN Outflow=0.81 cfs 0.203 af Inflow=2.03 cfs 0.522 af ## Reach 2R: Site Total Outflow=2.03 cfs 0.522 af Total Runoff Area = 19.122 ac Runoff Volume = 0.522 af Average Runoff Depth = 0.33" 100.00% Pervious = 19.122 ac 0.00% Impervious = 0.000 ac ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 12 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 1S: SITE TO LU ANN Runoff=1.23 cfs @ 12.47 hrs, Volume=0.319 af, Depth= 0.33" ## Routed to Reach 2R : Site Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 10-Year Rainfall=4.10" ## Area (ac)CN Description ## 11.69449 Pasture/grassland/range, Fair, HSG A ## 11.694100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 24.7100 0.00600.07 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 8.6280 0.00600.54 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 33.3380 Total ## Subcatchment 1S: SITE TO LU ANN ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 ## Type II 24-hr 10-Year Rainfall=4.10" ## Runoff Area=11.694 ac ## Runoff Volume=0.319 af ## Runoff Depth=0.33" ## Flow Length=380' Slope=0.0060 '/' Tc=33.3 min ## CN=49 1.23 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 13 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 2S: SITE TO SOUTHWEST Runoff=0.32 cfs @ 12.47 hrs, Volume=0.084 af, Depth= 0.33" Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 10-Year Rainfall=4.10" ## Area (ac)CN Description ## 3.06749 Pasture/grassland/range, Fair, HSG A ## 3.067100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 24.7100 0.00600.07 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 8.9265 0.00500.49 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 33.6365 Total ## Subcatchment 2S: SITE TO SOUTHWEST ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 ## Type II 24-hr 10-Year Rainfall=4.10" ## Runoff Area=3.067 ac ## Runoff Volume=0.084 af ## Runoff Depth=0.33" ## Flow Length=365' Tc=33.6 min ## CN=49 0.32 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 14 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 3S: SITE TO WEST Runoff=0.28 cfs @ 12.37 hrs, Volume=0.066 af, Depth= 0.33" Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 10-Year Rainfall=4.10" ## Area (ac)CN Description ## 2.40649 Pasture/grassland/range, Fair, HSG A ## 2.406100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 20.2100 0.01000.08 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 8.4250 0.00500.49 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 28.6350 Total ## Subcatchment 3S: SITE TO WEST ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 ## Type II 24-hr 10-Year Rainfall=4.10" ## Runoff Area=2.406 ac ## Runoff Volume=0.066 af ## Runoff Depth=0.33" ## Flow Length=350' Tc=28.6 min ## CN=49 0.28 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 15 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 4S: SITE TO EDGWOOD ROW Runoff=0.06 cfs @ 12.41 hrs, Volume=0.014 af, Depth= 0.33" Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 10-Year Rainfall=4.10" ## Area (ac)CN Description ## 0.50049 Pasture/grassland/range, Fair, HSG A ## 0.500100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 26.6100 0.00500.06 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 3.560 0.00170.29 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 30.1160 Total ## Subcatchment 4S: SITE TO EDGWOOD ROW ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.06 0.055 0.05 0.045 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.005 0 ## Type II 24-hr 10-Year Rainfall=4.10" ## Runoff Area=0.500 ac ## Runoff Volume=0.014 af ## Runoff Depth=0.33" ## Flow Length=160' Tc=30.1 min ## CN=49 0.06 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 16 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 5S: SITE TO EAST Runoff=0.16 cfs @ 12.41 hrs, Volume=0.040 af, Depth= 0.33" Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 10-Year Rainfall=4.10" ## Area (ac)CN Description ## 1.45549 Pasture/grassland/range, Fair, HSG A ## 1.455100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 26.6100 0.00500.06 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 3.6135 0.00800.63 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 30.2235 Total ## Subcatchment 5S: SITE TO EAST ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 ## Type II 24-hr 10-Year Rainfall=4.10" ## Runoff Area=1.455 ac ## Runoff Volume=0.040 af ## Runoff Depth=0.33" ## Flow Length=235' Tc=30.2 min ## CN=49 0.16 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 17 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Summary for Reach 1R: SITE - EXCL. DIRECT TO LU ANN Inflow Area =7.428 ac, 0.00% Impervious, Inflow Depth = 0.33" for 10-Year event Inflow=0.81 cfs @ 12.42 hrs, Volume=0.203 af Outflow=0.81 cfs @ 12.42 hrs, Volume=0.203 af, Atten= 0%, Lag= 0.0 min ## Routed to Reach 2R : Site Total Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Reach 1R: SITE - EXCL. DIRECT TO LU ANN ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.9 0.85 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 ## Inflow Area=7.428 ac 0.81 cfs 0.81 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 18 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Reach 2R: Site Total Inflow Area =19.122 ac, 0.00% Impervious, Inflow Depth = 0.33" for 10-Year event Inflow=2.03 cfs @ 12.43 hrs, Volume=0.522 af Outflow=2.03 cfs @ 12.43 hrs, Volume=0.522 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Reach 2R: Site Total ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 2 1 0 ## Inflow Area=19.122 ac 2.03 cfs 2.03 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 19 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=11.694 ac 0.00% Impervious Runoff Depth=1.37" ## Subcatchment 1S: SITE TO LU ANN Flow Length=380' Slope=0.0060 '/' Tc=33.3 min CN=49 Runoff=10.29 cfs 1.333 af Runoff Area=3.067 ac 0.00% Impervious Runoff Depth=1.37" ## Subcatchment 2S: SITE TO SOUTHWEST Flow Length=365' Tc=33.6 min CN=49 Runoff=2.68 cfs 0.350 af Runoff Area=2.406 ac 0.00% Impervious Runoff Depth=1.37" ## Subcatchment 3S: SITE TO WEST Flow Length=350' Tc=28.6 min CN=49 Runoff=2.36 cfs 0.274 af Runoff Area=0.500 ac 0.00% Impervious Runoff Depth=1.37" ## Subcatchment 4S: SITE TO EDGWOOD ROW Flow Length=160' Tc=30.1 min CN=49 Runoff=0.47 cfs 0.057 af Runoff Area=1.455 ac 0.00% Impervious Runoff Depth=1.37" ## Subcatchment 5S: SITE TO EAST Flow Length=235' Tc=30.2 min CN=49 Runoff=1.37 cfs 0.166 af Inflow=6.81 cfs 0.847 af ## Reach 1R: SITE - EXCL. DIRECT TO LU ANN Outflow=6.81 cfs 0.847 af Inflow=17.07 cfs 2.179 af ## Reach 2R: Site Total Outflow=17.07 cfs 2.179 af Total Runoff Area = 19.122 ac Runoff Volume = 2.179 af Average Runoff Depth = 1.37" 100.00% Pervious = 19.122 ac 0.00% Impervious = 0.000 ac ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 20 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 1S: SITE TO LU ANN Runoff=10.29 cfs @ 12.32 hrs, Volume=1.333 af, Depth= 1.37" ## Routed to Reach 2R : Site Total Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 100-Year Rainfall=6.60" ## Area (ac)CN Description ## 11.69449 Pasture/grassland/range, Fair, HSG A ## 11.694100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 24.7100 0.00600.07 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 8.6280 0.00600.54 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 33.3380 Total ## Subcatchment 1S: SITE TO LU ANN ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 11 10 9 8 7 6 5 4 3 2 1 0 ## Type II 24-hr 100-Year Rainfall=6.60" ## Runoff Area=11.694 ac ## Runoff Volume=1.333 af ## Runoff Depth=1.37" ## Flow Length=380' Slope=0.0060 '/' Tc=33.3 min ## CN=49 10.29 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 21 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 2S: SITE TO SOUTHWEST Runoff=2.68 cfs @ 12.35 hrs, Volume=0.350 af, Depth= 1.37" Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 100-Year Rainfall=6.60" ## Area (ac)CN Description ## 3.06749 Pasture/grassland/range, Fair, HSG A ## 3.067100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 24.7100 0.00600.07 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 8.9265 0.00500.49 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 33.6365 Total ## Subcatchment 2S: SITE TO SOUTHWEST ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 2 1 0 ## Type II 24-hr 100-Year Rainfall=6.60" ## Runoff Area=3.067 ac ## Runoff Volume=0.350 af ## Runoff Depth=1.37" ## Flow Length=365' Tc=33.6 min ## CN=49 2.68 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 22 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 3S: SITE TO WEST Runoff=2.36 cfs @ 12.27 hrs, Volume=0.274 af, Depth= 1.37" Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 100-Year Rainfall=6.60" ## Area (ac)CN Description ## 2.40649 Pasture/grassland/range, Fair, HSG A ## 2.406100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 20.2100 0.01000.08 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 8.4250 0.00500.49 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 28.6350 Total ## Subcatchment 3S: SITE TO WEST ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 2 1 0 ## Type II 24-hr 100-Year Rainfall=6.60" ## Runoff Area=2.406 ac ## Runoff Volume=0.274 af ## Runoff Depth=1.37" ## Flow Length=350' Tc=28.6 min ## CN=49 2.36 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 23 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 4S: SITE TO EDGWOOD ROW Runoff=0.47 cfs @ 12.28 hrs, Volume=0.057 af, Depth= 1.37" Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 100-Year Rainfall=6.60" ## Area (ac)CN Description ## 0.50049 Pasture/grassland/range, Fair, HSG A ## 0.500100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 26.6100 0.00500.06 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 3.560 0.00170.29 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 30.1160 Total ## Subcatchment 4S: SITE TO EDGWOOD ROW ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 0.52 0.5 0.48 0.46 0.44 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 ## Type II 24-hr 100-Year Rainfall=6.60" ## Runoff Area=0.500 ac ## Runoff Volume=0.057 af ## Runoff Depth=1.37" ## Flow Length=160' Tc=30.1 min ## CN=49 0.47 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 24 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 5S: SITE TO EAST Runoff=1.37 cfs @ 12.31 hrs, Volume=0.166 af, Depth= 1.37" Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 100-Year Rainfall=6.60" ## Area (ac)CN Description ## 1.45549 Pasture/grassland/range, Fair, HSG A ## 1.455100.00% Pervious Area Tc LengthSlope Velocity Capacity Description (min)(feet)(ft/ft)(ft/sec)(cfs) 26.6100 0.00500.06 ## Sheet Flow, Grass: Dense n= 0.240 P2= 2.79" 3.6135 0.00800.63 ## Shallow Concentrated Flow, ## Short Grass Pasture Kv= 7.0 fps 30.2235 Total ## Subcatchment 5S: SITE TO EAST ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 ## Type II 24-hr 100-Year Rainfall=6.60" ## Runoff Area=1.455 ac ## Runoff Volume=0.166 af ## Runoff Depth=1.37" ## Flow Length=235' Tc=30.2 min ## CN=49 1.37 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 25 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Summary for Reach 1R: SITE - EXCL. DIRECT TO LU ANN Inflow Area =7.428 ac, 0.00% Impervious, Inflow Depth = 1.37" for 100-Year event Inflow=6.81 cfs @ 12.30 hrs, Volume=0.847 af Outflow=6.81 cfs @ 12.30 hrs, Volume=0.847 af, Atten= 0%, Lag= 0.0 min ## Routed to Reach 2R : Site Total Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Reach 1R: SITE - EXCL. DIRECT TO LU ANN ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 7 6 5 4 3 2 1 0 ## Inflow Area=7.428 ac 6.81 cfs 6.81 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Ex Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 26 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Reach 2R: Site Total Inflow Area =19.122 ac, 0.00% Impervious, Inflow Depth = 1.37" for 100-Year event Inflow=17.07 cfs @ 12.32 hrs, Volume=2.179 af Outflow=17.07 cfs @ 12.32 hrs, Volume=2.179 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Reach 2R: Site Total ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 ## Inflow Area=19.122 ac 17.07 cfs 17.07 cfs 6 6 Edgewood Village, Kuepers, Inc. ## Becker, Minnesota ## Appendix B: Proposed Drainage Calculations ## GAS ## GAS 975 973 973 974 976 975 976 975 973 974 976 976 974 974 975 975 972 973 974 974 975 975 973 974 974 974 975 974 976 974 974 974 974 975 974 974 975 975 974 976 976 975 974 974 974 974 974 975 975 972 973 974 976 976 975 975 980 976 976 976 977 978 979 973 974 972 974 974 974 975 974 974 974 974 974 974 970 968 974 974 975 974 977 972 974 974 973 974 974 974 974 975 976 976 976 975 974 975 974 973 974 974 975 974 974 972 975 974 976 976 976 976 975 975 974 974 974 974 974 974 975 974 975 976 975 978 977 978 977 978 977 976 975 976 976 976 976 977 972 973 974 975 976 977 976 975 974 976 977 980 973 974 974 974 978 978 976 975 976 976 975 976 976 976 975 976 976 971 973 974 976 975 974 973 974 975 974 974 976 974 974 975 975 974 974 ## EDGEWOOD STREET SE ## LU ANN DR. ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## BTM = 968.00 ## HWL = 970.76 ## BTM = 967.50 ## HWL = 969.50 ## BTM = 969.00 ## HWL = 971.29 ## Proposed ## Drainage 0 100 200 ## N 100 scale ## Legend ## Drainage Boundary ## Subcatchment ## XX ## 1P ## Pond ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat 2 4 3 1 ## 2P ## 3P ## 4P 1 ## 1S ## SITE DIRECT TO LU ## ANN ## 2S ## SITE TO SE POND ## 3S ## SITE TO NW BASIN ## 4S ## SITE TO NE BASIN ## 1R ## SITE - EXCL. DIRECT ## TO LU ANN ## 2R ## SITE TO LU ANN ## 2P ## SE INFILTRATION ## BASIN ## 3P ## NW INFILTRATION ## BASIN ## 4P ## NE INFILTRATION ## BASIN ## Routing Diagram for 25021 Proposed Hydro ## Prepared by Land & Resource Consulting Inc, Printed 4/24/2026 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Subcat ## Reach ## Pond ## Link ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 2 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Rainfall Events Listing ## Event# Event ## Name Storm Type Curve Mode Duration (hours) ## B/BDepth (inches) ## AMC 1 2-YearType II 24-hrDefault24.00 12.79 2 2 10-Year Type II 24-hrDefault24.00 14.10 2 3 100-Year Type II 24-hrDefault24.00 16.60 2 ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 3 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Pipe Listing (all nodes) ## Line# Node ## Number ## In-Invert (feet) ## Out-Invert (feet) ## Length (feet) ## Slope (ft/ft) nWidth (inches) ## Diam/Height (inches) ## Inside-Fill (inches) ## Node ## Name ## 1 3P970.20969.2069.0 0.0145 0.0130.018.00.0 ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 4 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=1.688 ac 48.87% Impervious Runoff Depth=0.52" ## Subcatchment 1S: SITE DIRECT TO LU ANN Tc=7.0 min CN=68 Runoff=1.35 cfs 0.073 af Runoff Area=7.304 ac 39.44% Impervious Runoff Depth=0.32" ## Subcatchment 2S: SITE TO SE POND Tc=10.0 min CN=62 Runoff=2.30 cfs 0.194 af Runoff Area=7.585 ac 47.16% Impervious Runoff Depth=0.48" ## Subcatchment 3S: SITE TO NW BASIN Tc=10.0 min CN=67 Runoff=4.71 cfs 0.306 af Runoff Area=2.545 ac 45.38% Impervious Runoff Depth=0.45" ## Subcatchment 4S: SITE TO NE BASIN Tc=10.0 min CN=66 Runoff=1.41 cfs 0.095 af Inflow=0.00 cfs 0.000 af ## Reach 1R: SITE - EXCL. DIRECT TO LU ANN Outflow=0.00 cfs 0.000 af Inflow=1.35 cfs 0.073 af ## Reach 2R: SITE TO LU ANN Outflow=1.35 cfs 0.073 af Peak Elev=969.50' Storage=62,280 cf Inflow=2.30 cfs 0.194 af ## Pond 2P: SE INFILTRATION BASIN Outflow=0.94 cfs 1.624 af Peak Elev=968.30' Storage=4,394 cf Inflow=4.71 cfs 0.306 af ## Pond 3P: NW INFILTRATION BASIN Discarded=0.41 cfs 0.306 af Primary=0.00 cfs 0.000 af Outflow=0.41 cfs 0.306 af Peak Elev=969.20' Storage=1,156 cf Inflow=1.41 cfs 0.095 af ## Pond 4P: NE INFILTRATION BASIN Outflow=0.16 cfs 0.095 af Total Runoff Area = 19.122 ac Runoff Volume = 0.668 af Average Runoff Depth = 0.42" 55.87% Pervious = 10.684 ac 44.13% Impervious = 8.438 ac ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 5 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 1S: SITE DIRECT TO LU ANN Runoff =1.35 cfs @ 12.00 hrs, Volume=0.073 af, Depth= 0.52" ## Routed to Reach 2R : SITE TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 2-Year Rainfall=2.79" ## Area (ac) CN Description *0.825 98 Unconnected pavement & Roofs, HSG A 0.863 39 >75% Grass cover, Good, HSG A 1.688 68 Weighted Average ## 0.86351.13% Pervious Area ## 0.82548.87% Impervious Area 0.825100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 7.0 ## Direct Entry, ## Subcatchment 1S: SITE DIRECT TO LU ANN ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 ## Type II 24-hr 2-Year Rainfall=2.79" ## Runoff Area=1.688 ac ## Runoff Volume=0.073 af ## Runoff Depth=0.52" Tc=7.0 min ## CN=68 1.35 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 6 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 2S: SITE TO SE POND Runoff =2.30 cfs @ 12.05 hrs, Volume=0.194 af, Depth= 0.32" ## Routed to Pond 2P : SE INFILTRATION BASIN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 2-Year Rainfall=2.79" ## Area (ac) CN Description *2.881 98 Unconnected pavement & Roofs, HSG A 4.423 39 >75% Grass cover, Good, HSG A 7.304 62 Weighted Average ## 4.42360.56% Pervious Area ## 2.88139.44% Impervious Area 2.881100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 10.0 ## Direct Entry, ## Subcatchment 2S: SITE TO SE POND ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 2 1 0 ## Type II 24-hr 2-Year Rainfall=2.79" ## Runoff Area=7.304 ac ## Runoff Volume=0.194 af ## Runoff Depth=0.32" Tc=10.0 min ## CN=62 2.30 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 7 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 3S: SITE TO NW BASIN Runoff =4.71 cfs @ 12.04 hrs, Volume=0.306 af, Depth= 0.48" ## Routed to Pond 3P : NW INFILTRATION BASIN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 2-Year Rainfall=2.79" ## Area (ac) CN Description *3.577 98 Unconnected pavement & Roofs, HSG A 4.008 39 >75% Grass cover, Good, HSG A 7.585 67 Weighted Average ## 4.00852.84% Pervious Area ## 3.57747.16% Impervious Area 3.577100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 10.0 ## Direct Entry, ## Subcatchment 3S: SITE TO NW BASIN ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 5 4 3 2 1 0 ## Type II 24-hr 2-Year Rainfall=2.79" ## Runoff Area=7.585 ac ## Runoff Volume=0.306 af ## Runoff Depth=0.48" Tc=10.0 min ## CN=67 4.71 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 8 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 4S: SITE TO NE BASIN Runoff =1.41 cfs @ 12.04 hrs, Volume=0.095 af, Depth= 0.45" ## Routed to Pond 4P : NE INFILTRATION BASIN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 2-Year Rainfall=2.79" ## Area (ac) CN Description *1.155 98 Unconnected pavement & Roofs, HSG A 1.390 39 >75% Grass cover, Good, HSG A 2.545 66 Weighted Average ## 1.39054.62% Pervious Area ## 1.15545.38% Impervious Area 1.155100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 10.0 ## Direct Entry, ## Subcatchment 4S: SITE TO NE BASIN ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 ## Type II 24-hr 2-Year Rainfall=2.79" ## Runoff Area=2.545 ac ## Runoff Volume=0.095 af ## Runoff Depth=0.45" Tc=10.0 min ## CN=66 1.41 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 9 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Summary for Reach 1R: SITE - EXCL. DIRECT TO LU ANN Inflow Area =17.434 ac, 43.67% Impervious, Inflow Depth = 0.00" for 2-Year event Inflow=0.00 cfs @ 0.00 hrs, Volume=0.000 af Outflow =0.00 cfs @ 0.00 hrs, Volume=0.000 af, Atten= 0%, Lag= 0.0 min ## Routed to Reach 2R : SITE TO LU ANN Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Reach 1R: SITE - EXCL. DIRECT TO LU ANN ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 ## Inflow Area=17.434 ac 0.00 cfs 0.00 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 10 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Reach 2R: SITE TO LU ANN Inflow Area =19.122 ac, 44.13% Impervious, Inflow Depth = 0.05" for 2-Year event Inflow=1.35 cfs @ 12.00 hrs, Volume=0.073 af Outflow =1.35 cfs @ 12.00 hrs, Volume=0.073 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Reach 2R: SITE TO LU ANN ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 ## Inflow Area=19.122 ac 1.35 cfs 1.35 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 11 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Pond 2P: SE INFILTRATION BASIN Inflow Area =7.304 ac, 39.44% Impervious, Inflow Depth = 0.32" for 2-Year event Inflow=2.30 cfs @ 12.05 hrs, Volume=0.194 af Outflow =0.94 cfs @ 0.00 hrs, Volume=1.624 af, Atten= 59%, Lag= 0.0 min Discarded =0.94 cfs @ 0.00 hrs, Volume=1.624 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 969.50' Surf.Area= 33,980 sf Storage= 62,280 cf Peak Elev= 969.50' @ 0.00 hrs Surf.Area= 33,980 sf Storage= 62,280 cf Plug-Flow detention time= 357.3 min calculated for 0.194 af (100% of inflow) Center-of-Mass det. time= (not calculated: outflow precedes inflow) ## VolumeInvert Avail.Storage Storage Description #1967.50'256,175 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 967.5028,30000 970.0035,40079,62579,625 971.0039,40037,400117,025 973.0049,10088,500205,525 974.0052,20050,650256,175 Device Routing Invert Outlet Devices #1 Discarded967.50' 1.200 in/hr Exfiltration over Surface area ## Discarded OutFlow Max=0.94 cfs @ 0.00 hrs HW=969.50' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.94 cfs) ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 12 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Pond 2P: SE INFILTRATION BASIN ## Inflow ## Discarded ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 2 1 0 ## Inflow Area=7.304 ac ## Peak Elev=969.50' Storage=62,280 cf 2.30 cfs 0.94 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 13 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Pond 3P: NW INFILTRATION BASIN Inflow Area =7.585 ac, 47.16% Impervious, Inflow Depth = 0.48" for 2-Year event Inflow=4.71 cfs @ 12.04 hrs, Volume=0.306 af Outflow =0.41 cfs @ 13.40 hrs, Volume=0.306 af, Atten= 91%, Lag= 81.6 min Discarded =0.41 cfs @ 13.40 hrs, Volume=0.306 af Primary =0.00 cfs @ 0.00 hrs, Volume=0.000 af Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 968.30' @ 13.40 hrs Surf.Area= 14,770 sf Storage= 4,394 cf Plug-Flow detention time= 105.0 min calculated for 0.306 af (100% of inflow) Center-of-Mass det. time= 105.0 min ( 1,006.8 - 901.8 ) ## VolumeInvert Avail.Storage Storage Description #1968.00'98,550 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 968.0014,10000 969.0016,30015,20015,200 972.0023,20059,25074,450 973.0025,00024,10098,550 Device Routing Invert Outlet Devices #1 Discarded968.00' 1.200 in/hr Exfiltration over Surface area #2 Primary970.20' ## 18.0" Round Culvert L= 69.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 970.20' / 969.20' S= 0.0145 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf ## Discarded OutFlow Max=0.41 cfs @ 13.40 hrs HW=968.30' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.41 cfs) ## Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=968.00' (Free Discharge) 2=Culvert ( Controls 0.00 cfs) ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 14 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Pond 3P: NW INFILTRATION BASIN ## Inflow ## Outflow ## Discarded ## Primary ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 5 4 3 2 1 0 ## Inflow Area=7.585 ac ## Peak Elev=968.30' Storage=4,394 cf 4.71 cfs 0.41 cfs 0.41 cfs 0.00 cfs ## Type II 24-hr 2-Year Rainfall=2.79" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 15 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Pond 4P: NE INFILTRATION BASIN Inflow Area =2.545 ac, 45.38% Impervious, Inflow Depth = 0.45" for 2-Year event Inflow=1.41 cfs @ 12.04 hrs, Volume=0.095 af Outflow =0.16 cfs @ 12.96 hrs, Volume=0.095 af, Atten= 89%, Lag= 55.1 min Discarded =0.16 cfs @ 12.96 hrs, Volume=0.095 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 969.20' @ 12.96 hrs Surf.Area= 5,831 sf Storage= 1,156 cf Plug-Flow detention time= 62.8 min calculated for 0.095 af (100% of inflow) Center-of-Mass det. time= 62.8 min ( 969.8 - 907.0 ) ## VolumeInvert Avail.Storage Storage Description #1969.00'23,790 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 969.005,50000 972.0010,36023,79023,790 Device Routing Invert Outlet Devices #1 Discarded969.00' 1.200 in/hr Exfiltration over Surface area ## Discarded OutFlow Max=0.16 cfs @ 12.96 hrs HW=969.20' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.16 cfs) ## Pond 4P: NE INFILTRATION BASIN ## Inflow ## Discarded ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 ## Inflow Area=2.545 ac ## Peak Elev=969.20' Storage=1,156 cf 1.41 cfs 0.16 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 16 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=1.688 ac 48.87% Impervious Runoff Depth=1.27" ## Subcatchment 1S: SITE DIRECT TO LU ANN Tc=7.0 min CN=68 Runoff=3.63 cfs 0.178 af Runoff Area=7.304 ac 39.44% Impervious Runoff Depth=0.92" ## Subcatchment 2S: SITE TO SE POND Tc=10.0 min CN=62 Runoff=9.41 cfs 0.558 af Runoff Area=7.585 ac 47.16% Impervious Runoff Depth=1.21" ## Subcatchment 3S: SITE TO NW BASIN Tc=10.0 min CN=67 Runoff=13.62 cfs 0.763 af Runoff Area=2.545 ac 45.38% Impervious Runoff Depth=1.15" ## Subcatchment 4S: SITE TO NE BASIN Tc=10.0 min CN=66 Runoff=4.31 cfs 0.243 af Inflow=0.00 cfs 0.000 af ## Reach 1R: SITE - EXCL. DIRECT TO LU ANN Outflow=0.00 cfs 0.000 af Inflow=3.63 cfs 0.178 af ## Reach 2R: SITE TO LU ANN Outflow=3.63 cfs 0.178 af Peak Elev=969.50' Storage=62,280 cf Inflow=9.41 cfs 0.558 af ## Pond 2P: SE INFILTRATION BASIN Outflow=0.94 cfs 1.989 af Peak Elev=969.16' Storage=17,861 cf Inflow=13.62 cfs 0.763 af ## Pond 3P: NW INFILTRATION BASIN Discarded=0.46 cfs 0.763 af Primary=0.00 cfs 0.000 af Outflow=0.46 cfs 0.763 af Peak Elev=969.83' Storage=5,120 cf Inflow=4.31 cfs 0.243 af ## Pond 4P: NE INFILTRATION BASIN Outflow=0.19 cfs 0.243 af Total Runoff Area = 19.122 ac Runoff Volume = 1.743 af Average Runoff Depth = 1.09" 55.87% Pervious = 10.684 ac 44.13% Impervious = 8.438 ac ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 17 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 1S: SITE DIRECT TO LU ANN Runoff =3.63 cfs @ 11.99 hrs, Volume=0.178 af, Depth= 1.27" ## Routed to Reach 2R : SITE TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 10-Year Rainfall=4.10" ## Area (ac) CN Description *0.825 98 Unconnected pavement & Roofs, HSG A 0.863 39 >75% Grass cover, Good, HSG A 1.688 68 Weighted Average ## 0.86351.13% Pervious Area ## 0.82548.87% Impervious Area 0.825100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 7.0 ## Direct Entry, ## Subcatchment 1S: SITE DIRECT TO LU ANN ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 4 3 2 1 0 ## Type II 24-hr 10-Year Rainfall=4.10" ## Runoff Area=1.688 ac ## Runoff Volume=0.178 af ## Runoff Depth=1.27" Tc=7.0 min ## CN=68 3.63 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 18 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 2S: SITE TO SE POND Runoff =9.41 cfs @ 12.03 hrs, Volume=0.558 af, Depth= 0.92" ## Routed to Pond 2P : SE INFILTRATION BASIN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 10-Year Rainfall=4.10" ## Area (ac) CN Description *2.881 98 Unconnected pavement & Roofs, HSG A 4.423 39 >75% Grass cover, Good, HSG A 7.304 62 Weighted Average ## 4.42360.56% Pervious Area ## 2.88139.44% Impervious Area 2.881100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 10.0 ## Direct Entry, ## Subcatchment 2S: SITE TO SE POND ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 10 9 8 7 6 5 4 3 2 1 0 ## Type II 24-hr 10-Year Rainfall=4.10" ## Runoff Area=7.304 ac ## Runoff Volume=0.558 af ## Runoff Depth=0.92" Tc=10.0 min ## CN=62 9.41 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 19 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 3S: SITE TO NW BASIN Runoff =13.62 cfs @ 12.03 hrs, Volume=0.763 af, Depth= 1.21" ## Routed to Pond 3P : NW INFILTRATION BASIN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 10-Year Rainfall=4.10" ## Area (ac) CN Description *3.577 98 Unconnected pavement & Roofs, HSG A 4.008 39 >75% Grass cover, Good, HSG A 7.585 67 Weighted Average ## 4.00852.84% Pervious Area ## 3.57747.16% Impervious Area 3.577100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 10.0 ## Direct Entry, ## Subcatchment 3S: SITE TO NW BASIN ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 ## Type II 24-hr 10-Year Rainfall=4.10" ## Runoff Area=7.585 ac ## Runoff Volume=0.763 af ## Runoff Depth=1.21" Tc=10.0 min ## CN=67 13.62 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 20 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 4S: SITE TO NE BASIN Runoff =4.31 cfs @ 12.03 hrs, Volume=0.243 af, Depth= 1.15" ## Routed to Pond 4P : NE INFILTRATION BASIN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 10-Year Rainfall=4.10" ## Area (ac) CN Description *1.155 98 Unconnected pavement & Roofs, HSG A 1.390 39 >75% Grass cover, Good, HSG A 2.545 66 Weighted Average ## 1.39054.62% Pervious Area ## 1.15545.38% Impervious Area 1.155100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 10.0 ## Direct Entry, ## Subcatchment 4S: SITE TO NE BASIN ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 4 3 2 1 0 ## Type II 24-hr 10-Year Rainfall=4.10" ## Runoff Area=2.545 ac ## Runoff Volume=0.243 af ## Runoff Depth=1.15" Tc=10.0 min ## CN=66 4.31 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 21 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Summary for Reach 1R: SITE - EXCL. DIRECT TO LU ANN Inflow Area =17.434 ac, 43.67% Impervious, Inflow Depth = 0.00" for 10-Year event Inflow=0.00 cfs @ 0.00 hrs, Volume=0.000 af Outflow =0.00 cfs @ 0.00 hrs, Volume=0.000 af, Atten= 0%, Lag= 0.0 min ## Routed to Reach 2R : SITE TO LU ANN Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Reach 1R: SITE - EXCL. DIRECT TO LU ANN ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 ## Inflow Area=17.434 ac 0.00 cfs 0.00 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 22 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Reach 2R: SITE TO LU ANN Inflow Area =19.122 ac, 44.13% Impervious, Inflow Depth = 0.11" for 10-Year event Inflow=3.63 cfs @ 11.99 hrs, Volume=0.178 af Outflow =3.63 cfs @ 11.99 hrs, Volume=0.178 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Reach 2R: SITE TO LU ANN ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 4 3 2 1 0 ## Inflow Area=19.122 ac 3.63 cfs 3.63 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 23 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Pond 2P: SE INFILTRATION BASIN Inflow Area =7.304 ac, 39.44% Impervious, Inflow Depth = 0.92" for 10-Year event Inflow=9.41 cfs @ 12.03 hrs, Volume=0.558 af Outflow =0.94 cfs @ 0.00 hrs, Volume=1.989 af, Atten= 90%, Lag= 0.0 min Discarded =0.94 cfs @ 0.00 hrs, Volume=1.989 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 969.50' Surf.Area= 33,980 sf Storage= 62,280 cf Peak Elev= 969.50' @ 0.00 hrs Surf.Area= 33,980 sf Storage= 62,280 cf Plug-Flow detention time= 537.0 min calculated for 0.558 af (100% of inflow) Center-of-Mass det. time= (not calculated: outflow precedes inflow) ## VolumeInvert Avail.Storage Storage Description #1967.50'256,175 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 967.5028,30000 970.0035,40079,62579,625 971.0039,40037,400117,025 973.0049,10088,500205,525 974.0052,20050,650256,175 Device Routing Invert Outlet Devices #1 Discarded967.50' 1.200 in/hr Exfiltration over Surface area ## Discarded OutFlow Max=0.94 cfs @ 0.00 hrs HW=969.50' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.94 cfs) ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 24 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Pond 2P: SE INFILTRATION BASIN ## Inflow ## Discarded ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 10 9 8 7 6 5 4 3 2 1 0 ## Inflow Area=7.304 ac ## Peak Elev=969.50' Storage=62,280 cf 9.41 cfs 0.94 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 25 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Pond 3P: NW INFILTRATION BASIN Inflow Area =7.585 ac, 47.16% Impervious, Inflow Depth = 1.21" for 10-Year event Inflow=13.62 cfs @ 12.03 hrs, Volume=0.763 af Outflow =0.46 cfs @ 15.73 hrs, Volume=0.763 af, Atten= 97%, Lag= 222.4 min Discarded =0.46 cfs @ 15.73 hrs, Volume=0.763 af Primary =0.00 cfs @ 0.00 hrs, Volume=0.000 af Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 969.16' @ 15.73 hrs Surf.Area= 16,671 sf Storage= 17,861 cf Plug-Flow detention time= 449.2 min calculated for 0.763 af (100% of inflow) Center-of-Mass det. time= 449.1 min ( 1,317.5 - 868.4 ) ## VolumeInvert Avail.Storage Storage Description #1968.00'98,550 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 968.0014,10000 969.0016,30015,20015,200 972.0023,20059,25074,450 973.0025,00024,10098,550 Device Routing Invert Outlet Devices #1 Discarded968.00' 1.200 in/hr Exfiltration over Surface area #2 Primary970.20' ## 18.0" Round Culvert L= 69.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 970.20' / 969.20' S= 0.0145 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf ## Discarded OutFlow Max=0.46 cfs @ 15.73 hrs HW=969.16' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.46 cfs) ## Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=968.00' (Free Discharge) 2=Culvert ( Controls 0.00 cfs) ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 26 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Pond 3P: NW INFILTRATION BASIN ## Inflow ## Outflow ## Discarded ## Primary ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 ## Inflow Area=7.585 ac ## Peak Elev=969.16' Storage=17,861 cf 13.62 cfs 0.46 cfs 0.46 cfs 0.00 cfs ## Type II 24-hr 10-Year Rainfall=4.10" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 27 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Pond 4P: NE INFILTRATION BASIN Inflow Area =2.545 ac, 45.38% Impervious, Inflow Depth = 1.15" for 10-Year event Inflow=4.31 cfs @ 12.03 hrs, Volume=0.243 af Outflow =0.19 cfs @ 14.61 hrs, Volume=0.243 af, Atten= 96%, Lag= 154.9 min Discarded =0.19 cfs @ 14.61 hrs, Volume=0.243 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 969.83' @ 14.61 hrs Surf.Area= 6,844 sf Storage= 5,120 cf Plug-Flow detention time= 313.7 min calculated for 0.243 af (100% of inflow) Center-of-Mass det. time= 313.7 min ( 1,185.2 - 871.6 ) ## VolumeInvert Avail.Storage Storage Description #1969.00'23,790 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 969.005,50000 972.0010,36023,79023,790 Device Routing Invert Outlet Devices #1 Discarded969.00' 1.200 in/hr Exfiltration over Surface area ## Discarded OutFlow Max=0.19 cfs @ 14.61 hrs HW=969.83' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.19 cfs) ## Pond 4P: NE INFILTRATION BASIN ## Inflow ## Discarded ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 4 3 2 1 0 ## Inflow Area=2.545 ac ## Peak Elev=969.83' Storage=5,120 cf 4.31 cfs 0.19 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 28 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points ## Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=1.688 ac 48.87% Impervious Runoff Depth=3.09" ## Subcatchment 1S: SITE DIRECT TO LU ANN Tc=7.0 min CN=68 Runoff=9.00 cfs 0.435 af Runoff Area=7.304 ac 39.44% Impervious Runoff Depth=2.51" ## Subcatchment 2S: SITE TO SE POND Tc=10.0 min CN=62 Runoff=28.06 cfs 1.528 af Runoff Area=7.585 ac 47.16% Impervious Runoff Depth=2.99" ## Subcatchment 3S: SITE TO NW BASIN Tc=10.0 min CN=67 Runoff=34.98 cfs 1.891 af Runoff Area=2.545 ac 45.38% Impervious Runoff Depth=2.89" ## Subcatchment 4S: SITE TO NE BASIN Tc=10.0 min CN=66 Runoff=11.35 cfs 0.614 af Inflow=1.13 cfs 0.429 af ## Reach 1R: SITE - EXCL. DIRECT TO LU ANN Outflow=1.13 cfs 0.429 af Inflow=9.00 cfs 0.864 af ## Reach 2R: SITE TO LU ANN Outflow=9.00 cfs 0.864 af Peak Elev=969.50' Storage=62,280 cf Inflow=28.06 cfs 1.528 af ## Pond 2P: SE INFILTRATION BASIN Outflow=0.94 cfs 2.958 af Peak Elev=970.67' Storage=45,708 cf Inflow=34.98 cfs 1.891 af ## Pond 3P: NW INFILTRATION BASIN Discarded=0.56 cfs 1.461 af Primary=1.13 cfs 0.429 af Outflow=1.69 cfs 1.891 af Peak Elev=971.29' Storage=16,817 cf Inflow=11.35 cfs 0.614 af ## Pond 4P: NE INFILTRATION BASIN Outflow=0.26 cfs 0.614 af Total Runoff Area = 19.122 ac Runoff Volume = 4.467 af Average Runoff Depth = 2.80" 55.87% Pervious = 10.684 ac 44.13% Impervious = 8.438 ac ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 29 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 1S: SITE DIRECT TO LU ANN Runoff =9.00 cfs @ 11.99 hrs, Volume=0.435 af, Depth= 3.09" ## Routed to Reach 2R : SITE TO LU ANN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 100-Year Rainfall=6.60" ## Area (ac) CN Description *0.825 98 Unconnected pavement & Roofs, HSG A 0.863 39 >75% Grass cover, Good, HSG A 1.688 68 Weighted Average ## 0.86351.13% Pervious Area ## 0.82548.87% Impervious Area 0.825100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 7.0 ## Direct Entry, ## Subcatchment 1S: SITE DIRECT TO LU ANN ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 10 9 8 7 6 5 4 3 2 1 0 ## Type II 24-hr 100-Year Rainfall=6.60" ## Runoff Area=1.688 ac ## Runoff Volume=0.435 af ## Runoff Depth=3.09" Tc=7.0 min ## CN=68 9.00 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 30 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 2S: SITE TO SE POND Runoff =28.06 cfs @ 12.02 hrs, Volume=1.528 af, Depth= 2.51" ## Routed to Pond 2P : SE INFILTRATION BASIN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 100-Year Rainfall=6.60" ## Area (ac) CN Description *2.881 98 Unconnected pavement & Roofs, HSG A 4.423 39 >75% Grass cover, Good, HSG A 7.304 62 Weighted Average ## 4.42360.56% Pervious Area ## 2.88139.44% Impervious Area 2.881100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 10.0 ## Direct Entry, ## Subcatchment 2S: SITE TO SE POND ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 ## Type II 24-hr 100-Year Rainfall=6.60" ## Runoff Area=7.304 ac ## Runoff Volume=1.528 af ## Runoff Depth=2.51" Tc=10.0 min ## CN=62 28.06 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 31 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 3S: SITE TO NW BASIN Runoff =34.98 cfs @ 12.02 hrs, Volume=1.891 af, Depth= 2.99" ## Routed to Pond 3P : NW INFILTRATION BASIN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 100-Year Rainfall=6.60" ## Area (ac) CN Description *3.577 98 Unconnected pavement & Roofs, HSG A 4.008 39 >75% Grass cover, Good, HSG A 7.585 67 Weighted Average ## 4.00852.84% Pervious Area ## 3.57747.16% Impervious Area 3.577100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 10.0 ## Direct Entry, ## Subcatchment 3S: SITE TO NW BASIN ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 ## Type II 24-hr 100-Year Rainfall=6.60" ## Runoff Area=7.585 ac ## Runoff Volume=1.891 af ## Runoff Depth=2.99" Tc=10.0 min ## CN=67 34.98 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 32 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Subcatchment 4S: SITE TO NE BASIN Runoff =11.35 cfs @ 12.02 hrs, Volume=0.614 af, Depth= 2.89" ## Routed to Pond 4P : NE INFILTRATION BASIN Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Type II 24-hr 100-Year Rainfall=6.60" ## Area (ac) CN Description *1.155 98 Unconnected pavement & Roofs, HSG A 1.390 39 >75% Grass cover, Good, HSG A 2.545 66 Weighted Average ## 1.39054.62% Pervious Area ## 1.15545.38% Impervious Area 1.155100.00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)(cfs) 10.0 ## Direct Entry, ## Subcatchment 4S: SITE TO NE BASIN ## Runoff ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 12 11 10 9 8 7 6 5 4 3 2 1 0 ## Type II 24-hr 100-Year Rainfall=6.60" ## Runoff Area=2.545 ac ## Runoff Volume=0.614 af ## Runoff Depth=2.89" Tc=10.0 min ## CN=66 11.35 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 33 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC Summary for Reach 1R: SITE - EXCL. DIRECT TO LU ANN Inflow Area =17.434 ac, 43.67% Impervious, Inflow Depth = 0.30" for 100-Year event Inflow=1.13 cfs @ 13.68 hrs, Volume=0.429 af Outflow =1.13 cfs @ 13.68 hrs, Volume=0.429 af, Atten= 0%, Lag= 0.0 min ## Routed to Reach 2R : SITE TO LU ANN Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Reach 1R: SITE - EXCL. DIRECT TO LU ANN ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 1 0 ## Inflow Area=17.434 ac 1.13 cfs 1.13 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 34 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Reach 2R: SITE TO LU ANN Inflow Area =19.122 ac, 44.13% Impervious, Inflow Depth = 0.54" for 100-Year event Inflow=9.00 cfs @ 11.99 hrs, Volume=0.864 af Outflow =9.00 cfs @ 11.99 hrs, Volume=0.864 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs ## Reach 2R: SITE TO LU ANN ## Inflow ## Outflow ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 10 9 8 7 6 5 4 3 2 1 0 ## Inflow Area=19.122 ac 9.00 cfs 9.00 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 35 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Pond 2P: SE INFILTRATION BASIN Inflow Area =7.304 ac, 39.44% Impervious, Inflow Depth = 2.51" for 100-Year event Inflow=28.06 cfs @ 12.02 hrs, Volume=1.528 af Outflow =0.94 cfs @ 0.00 hrs, Volume=2.958 af, Atten= 97%, Lag= 0.0 min Discarded =0.94 cfs @ 0.00 hrs, Volume=2.958 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Starting Elev= 969.50' Surf.Area= 33,980 sf Storage= 62,280 cf Peak Elev= 969.50' @ 0.00 hrs Surf.Area= 33,980 sf Storage= 62,280 cf Plug-Flow detention time= 905.7 min calculated for 1.528 af (100% of inflow) Center-of-Mass det. time= 332.0 min ( 1,184.5 - 852.4 ) ## VolumeInvert Avail.Storage Storage Description #1967.50'256,175 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 967.5028,30000 970.0035,40079,62579,625 971.0039,40037,400117,025 973.0049,10088,500205,525 974.0052,20050,650256,175 Device Routing Invert Outlet Devices #1 Discarded967.50' 1.200 in/hr Exfiltration over Surface area ## Discarded OutFlow Max=0.94 cfs @ 0.00 hrs HW=969.50' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.94 cfs) ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 36 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Pond 2P: SE INFILTRATION BASIN ## Inflow ## Discarded ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 ## Inflow Area=7.304 ac ## Peak Elev=969.50' Storage=62,280 cf 28.06 cfs 0.94 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 37 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Pond 3P: NW INFILTRATION BASIN Inflow Area =7.585 ac, 47.16% Impervious, Inflow Depth = 2.99" for 100-Year event Inflow=34.98 cfs @ 12.02 hrs, Volume=1.891 af Outflow =1.69 cfs @ 13.68 hrs, Volume=1.891 af, Atten= 95%, Lag= 99.4 min Discarded =0.56 cfs @ 13.68 hrs, Volume=1.461 af Primary =1.13 cfs @ 13.68 hrs, Volume=0.429 af Routed to Reach 1R : SITE - EXCL. DIRECT TO LU ANN Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 970.67' @ 13.68 hrs Surf.Area= 20,150 sf Storage= 45,708 cf Plug-Flow detention time= 663.3 min calculated for 1.890 af (100% of inflow) Center-of-Mass det. time= 663.4 min ( 1,504.3 - 840.9 ) ## VolumeInvert Avail.Storage Storage Description #1968.00'98,550 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 968.0014,10000 969.0016,30015,20015,200 972.0023,20059,25074,450 973.0025,00024,10098,550 Device Routing Invert Outlet Devices #1 Discarded968.00' 1.200 in/hr Exfiltration over Surface area #2 Primary970.20' ## 18.0" Round Culvert L= 69.0' RCP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 970.20' / 969.20' S= 0.0145 '/' Cc= 0.900 n= 0.013 Concrete pipe, straight & clean, Flow Area= 1.77 sf ## Discarded OutFlow Max=0.56 cfs @ 13.68 hrs HW=970.67' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.56 cfs) ## Primary OutFlow Max=1.12 cfs @ 13.68 hrs HW=970.67' (Free Discharge) 2=Culvert (Inlet Controls 1.12 cfs @ 2.34 fps) ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 38 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Pond 3P: NW INFILTRATION BASIN ## Inflow ## Outflow ## Discarded ## Primary ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 ## Inflow Area=7.585 ac ## Peak Elev=970.67' Storage=45,708 cf 34.98 cfs 1.69 cfs 0.56 cfs 1.13 cfs ## Type II 24-hr 100-Year Rainfall=6.60" ## 25021 Proposed Hydro Printed 4/24/2026 ## Prepared by Land & Resource Consulting Inc Page 39 HydroCAD® 10.20-7a s/n 12643 © 2025 HydroCAD Software Solutions LLC ## Summary for Pond 4P: NE INFILTRATION BASIN Inflow Area =2.545 ac, 45.38% Impervious, Inflow Depth = 2.89" for 100-Year event Inflow=11.35 cfs @ 12.02 hrs, Volume=0.614 af Outflow =0.26 cfs @ 17.18 hrs, Volume=0.614 af, Atten= 98%, Lag= 309.5 min Discarded =0.26 cfs @ 17.18 hrs, Volume=0.614 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 971.29' @ 17.18 hrs Surf.Area= 9,205 sf Storage= 16,817 cf Plug-Flow detention time= 757.6 min calculated for 0.614 af (100% of inflow) Center-of-Mass det. time= 757.7 min ( 1,600.8 - 843.1 ) ## VolumeInvert Avail.Storage Storage Description #1969.00'23,790 cf ## Custom Stage Data (Prismatic) Listed below (Recalc) ## ElevationSurf.AreaInc.StoreCum.Store (feet)(sq-ft)(cubic-feet)(cubic-feet) 969.005,50000 972.0010,36023,79023,790 Device Routing Invert Outlet Devices #1 Discarded969.00' 1.200 in/hr Exfiltration over Surface area ## Discarded OutFlow Max=0.26 cfs @ 17.18 hrs HW=971.29' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.26 cfs) ## Pond 4P: NE INFILTRATION BASIN ## Inflow ## Discarded ## Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flow (cfs) 12 11 10 9 8 7 6 5 4 3 2 1 0 ## Inflow Area=2.545 ac ## Peak Elev=971.29' Storage=16,817 cf 11.35 cfs 0.26 cfs 7 7 Edgewood Village, Kuepers, Inc. ## Becker, Minnesota ## Appendix C: Storm Sewer Drainage Calculations ## ST ## ST ## GAS ## GAS ## GAS ## GAS >> >> >> >> >> >> >> >> >> >> >> 975 976 975 973 974 976 976 975 975 972 973 974 974 975 975 973 974 974 974 975 974 976 974 973 974 972 974 974 974 970 968 974 974 975 974 977 972 974 975 976 976 975 974 973 974 974 971 973 974 976 974 975 975 974 974 ## LU ANN DR. ## EOF ## EOF ## EOF ## EOF ## EOF 970 968 969 971 972 973 970 968 969 971 972 973 975 973 974 976 968 969 970 971 975 973 974 975 975 975 974 976 975 975 974 974 976 974 974 974 975 975 974 976 975 974 976 975 974 976 977 975 976 977 975 974 974 976 977 975 974 974 976 977 975 972 973 974 976 977 970 968 969 971 970 968 969 971 972 973 975 975 976 976 977 975 976 977 975 974 976 977 974 975 975 974 973 975 973 974 976 975 975 975 977 977 974 977 976 977 977 977 977 977 977 977 976 976 976 976 976 974 974 974 ## S ## S ## S ## S ## S ## S ## S >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## ST >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat ## Storm ## Drainage 0 50 100 ## N 50 scale ## Legend ## Drainage Boundary ## Subcatchment ## 2A ## XX 2 ## 4A 5 4 6 7 12 11 10 9 1 ## ST ## ST ## H ## Y ## D ## H ## Y ## D >> >> >> >> >> >> >> 975 973 974 976 975 973 974 976 976 974 974 974 974 974 975 974 974 975 975 974 976 976 ## H ## Y ## D 974 974 975 974 974 974 974 970 968 974 972 975 974 974 974 974 974 975 974 975 976 975 976 974 974 975 975 974 974 ## EDGEWOOD STREET SE ## LU ANN DR. ## PROPOSED LU ANN EXTENSION ## (BY OTHERS) ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF ## EOF 974 975 975 974 976 974 975 974 976 977 975 972 973 974 976 977 970 968 969 971 970 968 969 971 972 973 975 975 976 976 977 975 976 977 975 975 976 976 976 974 974 974 975 975 974 974 975 975 975 974 974 974 974 974 975 975 975 974 976 974 975 975 976 975 974 974 974 975 975 975 974 973 975 973 974 976 970 969 971 972 973 969 969 970 971 972 973 975 974 976 975 974 975 975 975 977 977 974 977 976 976 977 977 977 977 976 976 976 974 974 974 ## S ## S ## S ## S ## S ## SS ## SS ## S ## S ## S ## S >> >> ## S ## S ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## Storm ## Drainage 0 50 100 ## N 50 scale ## Legend ## Drainage Boundary ## Subcatchment ## DATE ## ISSUE / REVISION ## Brainerd, MN 56401 Phone: 218-829-0707 Review By: RHProject # : 25021 ## Submittal Date: 04-24-2026 ## Submittal Phase: Preliminary ## Plat ## Copyright Land & Resource Consulting Kuepers, Inc. ## EDGEWOOD VILLAGE ## PLAT ## Becker, MN ## MN. Lic. No. 19576Date: ## Randall C. Hedlund I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under thelaws of the State of Minnesota. ## PRELIMINARY ## NOT FOR ## CONSTRUCTION 14260 23rd Ave N ## Plymouth, MN Phone: 763-340-0699 ## DRAWINGS BY ## DRAWINGS FOR ## PROJECT ## CERTIFICATION ## ISSUED FOR ## SUBMITTAL INFO ## SHEET TITLE ## SHEET NUMBER 04-24-2026 ## Preliminary Plat ## XX 19 13 14 21 22 23 24 27 26 25 29 28 30 31 18 17 16 15 36 32 33 34 35 20 ## DATE: 04/24/26 ## PROJECT NAME: ## Edgewood Village ## PROJECT NUMBER: 25021 ## PROJECT CITY: ## Becker ## PROJECT COUNTY: ## Sherburne ## PROJECT ENGINEER: ## RH ## Location ## I - Intensity Q - Rate ## Pipe ## Upstream Structure ## Downstream Structure ## Basin ## Pipe ## Basin ## Pipe ## CB ## Pipe ## Total ## CB ## Total ## CB ## Pipe Len. Dia. ## Grade Man's. Vel. Cap. ## Excess ## Build ## Drop ## Build (Ac.) (Ac.) Indiv. Avg. (Min.) (Min.) (Min.) (In/Hr) (In/Hr) ## (CFS) ## (CFS) (Ft.) (In.) (%) n (Ft/S) ## (CFS) Cap. (Ft.) (Ft.) (Ft.) ## CB 7 ## CBMH 6 0.60 0.60 0.86 0.86 10.0 0.1 10.1 5.84 5.84 3.0 3.0 26 15 0.50 ## RCP 0.013 3.7 4.6 1.6 ## CB 7 973.97 969.98 3.99 ## CBMH 6 973.97 969.85 ## Invert 4.12 ## CBMH 6 ## CBMH 5 0.58 1.18 0.86 0.86 10.0 0.5 10.6 5.84 5.84 2.9 5.9 126 18 0.50 ## RCP 0.013 4.2 7.4 1.5 ## CBMH 6 973.97 969.85 4.12 ## CBMH 5 973.33 969.22 ## Invert 4.11 ## CBMH 5 ## CBMH 4 0.37 1.55 0.73 0.83 7.0 0.2 10.9 6.86 5.84 1.9 7.5 59 24 0.30 ## RCP 0.013 3.9 12.4 4.9 ## CBMH 5 973.33 969.22 4.11 ## CBMH 4 973.05 969.04 ## Invert 4.01 ## CBMH 4 ## CBMH 3 0.29 2.43 0.64 0.78 7.0 0.5 11.3 6.86 5.56 1.3 10.5 99 24 0.25 ## RCP 0.013 3.6 11.3 0.8 ## CBMH 4 973.05 969.04 4.01 ## CBMH 3 973.77 968.79 ## Invert 4.98 ## CBMH 3 ## CBMH 2 0.00 2.43 0.95 0.78 7.0 0.4 11.7 6.86 5.56 0.0 10.5 79 24 0.25 ## RCP 0.013 3.6 11.3 0.8 ## CBMH 3 973.77 968.79 4.98 ## CBMH 2 973.49 968.60 ## Invert 4.89 ## CBMH 2 ## CBMH 1 0.52 3.52 0.63 0.74 7.0 0.4 12.1 6.86 5.32 2.2 13.9 104 24 0.40 ## RCP 0.013 4.6 14.3 0.5 ## CBMH 2 973.49 968.60 4.89 ## CBMH 1 974.25 968.18 ## Invert 6.07 ## CBMH 1 ## FES 1 0.08 3.61 0.54 0.73 7.0 0.6 12.7 6.86 5.32 0.3 14.1 170 24 0.40 ## RCP 0.013 4.6 14.3 0.2 ## CBMH 1 974.25 968.18 6.07 ## FES 1 967.50 967.50 ## Invert 0.00 ## CB 2A ## CBMH 2 0.57 0.57 0.69 0.69 7.0 0.1 7.1 6.86 6.86 2.7 2.7 26 15 0.50 ## RCP 0.013 3.7 4.6 1.9 ## CB 2A 973.49 969.49 4.00 ## CBMH 2 973.49 969.36 ## Drop 0.76 4.13 ## CB 4A ## CBMH 4 0.59 0.59 0.71 0.71 7.0 0.1 7.1 6.86 6.86 2.9 2.9 26 15 0.33 ## RCP 0.013 3.0 3.7 0.8 ## CB 4A 973.05 969.13 3.92 ## CBMH 4 973.05 969.04 ## Invert 4.01 ## CB 12 ## CBMH 11 0.38 0.38 0.36 0.36 7.0 0.8 7.8 6.86 6.86 0.9 0.9 180 15 0.33 ## HDPE 0.010 3.9 4.8 3.9 ## CB 12 972.80 969.79 3.01 ## CBMH 11 973.40 969.20 ## Invert 4.20 ## CBMH 11 ## CBMH 10 0.40 0.78 0.40 0.38 7.0 0.7 8.4 6.86 6.46 1.1 1.9 162 15 0.33 ## HDPE 0.010 3.9 4.8 2.9 ## CBMH 11 973.40 969.20 4.20 ## CBMH 10 973.89 968.66 ## Invert 5.23 ## CBMH 10 ## CBMH 9 0.23 1.01 0.36 0.38 7.0 0.5 8.9 6.86 6.46 0.6 2.5 111 15 0.33 ## HDPE 0.010 3.9 4.8 2.4 ## CBMH 10 973.89 968.66 5.23 ## CBMH 9 973.89 968.30 ## Invert 5.59 ## CBMH 9 ## STMH 8 0.19 1.20 0.39 0.38 7.0 0.7 9.6 6.86 6.12 0.5 2.8 170 15 0.33 ## HDPE 0.010 3.9 4.8 2.0 ## CBMH 9 973.89 968.30 5.59 ## STMH 8 973.17 967.74 ## Invert 5.43 ## STMH 8 ## FES 2 0.00 1.20 0.95 0.38 7.0 0.3 9.9 6.86 6.12 0.0 2.8 72 15 0.33 ## HDPE 0.010 3.9 4.8 2.0 ## STMH 8 973.17 967.74 5.43 ## FES 2 967.50 967.50 ## Invert 0.00 ## CB 18 ## CBMH 17 0.32 0.32 0.49 0.49 10.0 0.4 10.4 5.84 5.84 0.9 0.9 98 15 0.33 ## HDPE 0.010 3.9 4.8 3.9 ## CB 18 973.50 969.80 3.70 ## CBMH 17 973.50 969.47 ## Invert 4.03 ## CBMH 17 ## CBMH 16 0.11 0.43 0.39 0.47 10.0 0.6 11.0 5.84 5.56 0.2 1.1 145 15 0.33 ## HDPE 0.010 3.9 4.8 3.7 ## CBMH 17 973.50 969.47 4.03 ## CBMH 16 973.80 968.99 ## Invert 4.81 ## CBMH 16 ## CBMH 15 0.10 1.21 0.75 0.70 7.0 0.2 11.3 6.86 5.56 0.5 4.7 54 24 0.18 ## HDPE 0.010 4.0 12.5 7.8 ## CBMH 16 973.80 968.99 4.81 ## CBMH 15 973.50 968.90 ## Invert 4.60 ## CBMH 15 ## CBMH 14 0.13 2.03 0.82 0.75 7.0 0.7 12.0 6.86 5.56 0.7 8.5 166 24 0.18 ## HDPE 0.010 4.0 12.5 4.0 ## CBMH 15 973.50 968.90 4.60 ## CBMH 14 973.50 968.60 ## Invert 4.90 ## CBMH 14 ## CBMH 13 0.35 4.26 0.76 0.69 7.0 0.5 12.5 6.86 5.32 1.8 15.7 167 24 0.30 ## HDPE 0.010 5.1 16.1 0.4 ## CBMH 14 973.50 968.60 4.90 ## CBMH 13 973.50 968.10 ## Invert 5.40 ## CBMH 13 ## FES 3 0.18 5.08 0.85 0.71 7.0 0.2 12.7 6.86 5.32 1.0 19.3 65 36 0.15 ## HDPE 0.010 4.8 33.6 14.3 ## CBMH 13 973.50 968.10 5.40 ## FES 3 968.00 968.00 ## Invert 0.00 ## CBMH 20 ## CBMH 19 0.33 0.33 0.81 0.81 7.0 0.5 7.5 6.86 6.86 1.8 1.8 119 15 0.33 ## HDPE 0.010 3.9 4.8 3.0 ## CBMH 20 973.50 969.50 4.00 ## CBMH 19 973.50 969.10 ## Drop 0.68 4.40 ## CBMH 19 ## CBMH 13 0.30 0.63 0.84 0.83 7.0 0.4 7.9 6.86 6.86 1.7 3.6 99 15 0.33 ## HDPE 0.010 3.9 4.8 1.2 ## CBMH 19 973.50 968.42 5.08 ## CBMH 13 973.50 968.10 ## Invert 5.40 ## CB 26 ## CBMH 25 0.25 0.25 0.83 0.83 7.0 0.0 7.0 6.86 6.86 1.4 1.4 13 15 0.50 ## HDPE 0.010 4.8 5.9 4.5 ## CB 26 974.00 969.84 4.16 ## CBMH 25 973.80 969.78 ## Invert 4.02 ## CBMH 25 ## CBMH 24 0.24 0.49 0.76 0.80 7.0 0.5 7.5 6.86 6.86 1.3 2.7 114 15 0.33 ## HDPE 0.010 3.9 4.8 2.2 ## CBMH 25 973.80 969.78 4.02 ## CBMH 24 973.50 969.40 ## Invert 4.10 ## CBMH 24 ## CBMH 23 0.25 0.89 0.62 0.75 7.0 0.3 7.9 6.86 6.86 1.0 4.5 76 18 0.25 ## HDPE 0.010 3.9 6.8 2.3 ## CBMH 24 973.50 969.40 4.10 ## CBMH 23 973.50 969.21 ## Invert 4.29 ## CBMH 23 ## CBMH 22 0.25 1.14 0.29 0.64 10.0 0.3 10.3 5.84 5.84 0.4 4.3 74 18 0.25 ## HDPE 0.010 3.9 6.8 2.5 ## CBMH 23 973.50 969.21 4.29 ## CBMH 22 973.50 969.03 ## Invert 4.47 ## CBMH 22 ## CBMH 21 0.34 1.47 0.58 0.63 10.0 0.4 10.7 5.84 5.84 1.1 5.4 96 24 0.20 ## HDPE 0.010 4.2 13.2 7.7 ## CBMH 22 973.50 969.03 4.47 ## CBMH 21 973.50 968.83 ## Invert 4.67 ## CBMH 21 ## CBMH 14 0.42 1.89 0.57 0.62 10.0 0.5 11.2 5.84 5.56 1.4 6.5 118 24 0.20 ## HDPE 0.010 4.2 13.2 6.7 ## CBMH 21 973.50 968.83 4.67 ## CBMH 14 973.50 968.60 ## Invert 4.90 ## CB 27 ## CBMH 24 0.15 0.15 0.79 0.79 7.0 0.2 7.2 6.86 6.86 0.8 0.8 53 15 0.33 ## HDPE 0.010 3.9 4.8 4.0 ## CB 27 974.20 970.20 4.00 ## CBMH 24 973.50 970.02 ## Drop 0.62 3.48 ## CB 29 ## CBMH 28 0.35 0.35 0.81 0.81 7.0 0.6 7.6 6.86 6.86 2.0 2.0 132 15 0.33 ## HDPE 0.010 3.9 4.8 2.9 ## CB 29 973.50 969.58 3.92 ## CBMH 28 973.50 969.15 ## Invert 4.35 ## CBMH 28 ## CBMH 15 0.34 0.69 0.84 0.83 7.0 0.4 8.0 6.86 6.86 2.0 3.9 100 18 0.25 ## HDPE 0.010 3.9 6.8 2.9 ## CBMH 28 973.50 969.15 4.35 ## CBMH 15 973.50 968.90 ## Invert 4.60 ## Top Rim InvertStructure ## Drainage Areas - A ## Tc - Time of Conc.Runoff Coeff. - ## C ## Structure ## MatchTop Rim InletFrom ## To Mat'l. ## STORM SEWER DESIGN ## JJK 10 ## Central ## STORM EVENT: ## DESIGNED BY: ## REGION: ## Prepared by Land Resource Consulting 4/24/2026 ## Page 1 ## DATE: 04/24/26 ## PROJECT NAME: ## Edgewood Village ## PROJECT NUMBER: 25021 ## PROJECT CITY: ## Becker ## PROJECT COUNTY: ## Sherburne ## PROJECT ENGINEER: ## RH ## Location ## I - Intensity Q - Rate ## Pipe ## Upstream Structure ## Downstream Structure ## Basin ## Pipe ## Basin ## Pipe ## CB ## Pipe ## Total ## CB ## Total ## CB ## Pipe Len. Dia. ## Grade Man's. Vel. Cap. ## Excess ## Build ## Drop ## Build (Ac.) (Ac.) Indiv. Avg. (Min.) (Min.) (Min.) (In/Hr) (In/Hr) ## (CFS) ## (CFS) (Ft.) (In.) (%) n (Ft/S) ## (CFS) Cap. (Ft.) (Ft.) (Ft.) ## Top Rim InvertStructure ## Drainage Areas - A ## Tc - Time of Conc.Runoff Coeff. - ## C ## Structure ## MatchTop Rim InletFrom ## To Mat'l. ## STORM SEWER DESIGN ## JJK 10 ## Central ## STORM EVENT: ## DESIGNED BY: ## REGION: ## CB 31 ## CBMH 30 0.33 0.33 0.84 0.84 7.0 0.6 7.6 6.86 6.86 1.9 1.9 136 15 0.33 ## HDPE 0.010 3.9 4.8 2.9 ## CB 31 973.50 969.67 3.83 ## CBMH 30 973.50 969.22 ## Invert 4.28 ## CBMH 30 ## CBMH 16 0.35 0.68 0.84 0.84 7.0 0.4 8.0 6.86 6.86 2.0 3.9 91 18 0.25 ## HDPE 0.010 3.9 6.8 2.9 ## CBMH 30 973.50 969.22 4.28 ## CBMH 16 973.80 968.99 ## Invert 4.81 ## CB 35 ## CBMH 34 0.23 0.23 0.58 0.58 10.0 0.8 10.8 5.84 5.84 0.8 0.8 197 15 0.33 ## HDPE 0.010 3.9 4.8 4.1 ## CB 35 973.50 970.50 3.00 ## CBMH 34 973.50 969.85 ## Invert 3.65 ## CBMH 34 ## CBMH 33 0.22 0.45 0.39 0.49 10.0 0.5 11.3 5.84 5.56 0.5 1.2 121 15 0.33 ## HDPE 0.010 3.9 4.8 3.6 ## CBMH 34 973.50 969.85 3.65 ## CBMH 33 974.75 969.45 ## Invert 5.30 ## CBMH 33 ## CBMH 32 0.32 0.77 0.85 0.64 7.0 0.4 11.7 6.86 5.56 1.8 2.7 83 15 0.33 ## HDPE 0.010 3.9 4.8 2.1 ## CBMH 33 974.75 969.45 5.30 ## CBMH 32 973.50 969.18 ## Invert 4.32 ## CBMH 32 ## FES 4 0.28 1.36 0.84 0.72 7.0 0.2 11.9 6.86 5.56 1.6 5.5 60 18 0.30 ## HDPE 0.010 4.2 7.5 2.0 ## CBMH 32 973.50 969.18 4.32 ## FES 4 969.00 969.00 ## Invert 0.00 ## CB 36 ## CBMH 32 0.31 0.31 0.84 0.84 7.0 0.5 7.5 6.86 6.86 1.8 1.8 117 15 0.33 ## HDPE 0.010 3.9 4.8 3.0 ## CB 36 973.50 969.57 3.93 ## CBMH 32 973.50 969.18 ## Invert 4.32 ## Prepared by Land Resource Consulting 4/24/2026 ## Page 2 8 8 Edgewood Village, Kuepers, Inc. ## Becker, Minnesota ## Appendix D: Geotech Report ## APRIL 17, 2026 ## PROJECT 26-038 ## REPORT OF GEOTECHNICAL EXPLORATIONS ## For ## MIXED RESIDENTIAL DEVELOPMENT ## LUANN DRIVE ## BECKER, MINNESOTA ## Prepared For: ## KUEPERS, INC. April 17, 2024 ## Mr. Chris Raimann Kuepers, Inc. ## 17018 Commercial Park Road ## Baxter, MN 56401 ## RE: 26-038 Report of Geotechnical Exploration ## Mixed Residential Development- LuAnn Drive ## Becker, Minnesota ## Dear Mr. Raimann: Independent Testing Technologies, Inc. is pleased to submit this report based on the results of our subsurface investigation program for the proposed multi use residential development in Becker, Minnesota. This report represents our work for this project as authorized by you. It includes our recommendations regarding earthwork, utility installation, fill and compaction, foundation design, estimated settlement, wall backfill, floor slab support, stormwater infiltration, street and parking lot subgrade preparation and pavement design. The soils on this site are well suited for the proposed site improvements. The soils encountered were mostly poorly graded sands (SP). Groundwater was observed in nearly every boring at depths ranging from 11’ 7” to 15’ 0” during drilling. Soil samples obtained during our investigation will be stored at our office for thirty days after the date of this report. After that time, they will be disposed of unless you advise otherwise. Mr. Raimann, it has been our pleasure to work with you on this project. Independent Testing appreciated the opportunity to perform this geotechnical evaluation and look forward to continuing our participation during the construction phase of this project. Please contact Patrick Johnson if you have any questions regarding this report. Please contact Tyler Burkes if you would like a proposal for the materials testing services that will be needed. ## Sincerely, ## Patrick A. Johnson, P.E. Kevin T. Reller ## Minnesota License #22037 President ## CERTIFICATION I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota. _______________________________ ## Patrick A. Johnson ## Date: April 17, 2026 License No.: 22037 ## TABLE OF CONTENTS A. Introduction ...................................................................................1 Purpose .........................................................................................1 Scope of Services .........................................................................1 ## General Site Conditions ...............................................................2 ## Available Subsurface Information ...............................................2 ## B. Exploration Program .....................................................................2 ## Exploration Results ......................................................................3 ## Penetration Test Results ...............................................................3 ## Water Level Observations............................................................3 ## C. Engineering Review ......................................................................4 Discussion ....................................................................................4 ## D. Recommendations .........................................................................5 ## Site Grading .................................................................................5 ## Utility Installation ........................................................................5 ## Construction Dewatering .............................................................6 ## Structural Fill ...............................................................................6 Foundations ..................................................................................7 ## Wall Backfill ................................................................................8 ## Storm Water Pond ........................................................................8 ## E. Pavement Recommendations.........................................................9 F. Closing ..........................................................................................10 ## Boring Location Plan ...................................................... Appendix 1 ## Soil Boring Logs ............................................................. Appendix 2 Page 1 ## GEOTECHNICAL EXPLORATIONS ## KUEPERS, INC. ## MIXED RESIDENTIAL DEVELOPMENT ## LUANN DRIVE ## BECKER, MINNESOTA ## ITT PROJECT 26-0 38 ## A. Introduction This report is being prepared for use by our client on this specific project. We intend to present this report and our findings in the same logical manner that led us to arrive at our recommendations. This report is based on some general assumptions regarding the anticipated construction based on experience with similar projects. These assumptions and the entire report should be reviewed immediately upon receipt. ## Purpose: The purpose of our investigation was to evaluate the existing soil and water conditions on this site for purposes of designing and constructing a new mixed use residential development in Becker, Minnesota. The project is located at the southeast corner of the intersection of Edgewood Street SE and 1 st Street SE, just east of US Highway 10 on the north side of town. The project will extend LuAnn Drive to the west and north, intersecting with Edgewood Street. The development will serve numerous twin homes, townhomes and three apartment buildings. We understand the townhomes and twin homes will be two-story, slab-on-grade, wood framed building on standard cast-in-place, concrete spread footings and the apartment buildings will be three-story, wood framed structures. City sewer and water will be installed, as well as stormwater ponding and bituminous parking lots. ## Scope of Services: Our authorized scope of services included the following: 1. To investigate the subsurface soil and water conditions encountered at twenty- four (24) split-spoon soil boring locations. The borings were planned to be twelve (12) to twenty (20) feet deep. The approximate locations are shown on the boring location plan in Appendix 1. April 17, 2026 Project 26-038 ## Mixed Residential Development ## LuAnn Drive ## Becker, Minnesota Page 2 2. To provide a report of our recommendations regarding earthwork, fill and compaction, utility installation, building pad preparation, foundation design, slab support, soil bearing capacities, wall backfill, storm water pond, parking lot and street subgrade preparation, and pavement design. ## General Site Conditions: The development site is south of Edgewood Street SE and east of US Highway 10 on the north side of the City of Becker, Minnesota. The site is bounded by Edgewood Street on the north, Prairie Village Townhomes, and patio homes on the east, and commercial properties on the south and west. The site is sparsely wooded and open field that is relatively flat with slopes of 0 to 2 percent. ## Available Subsurface Information: According to the Geologic Map of Minnesota, Quaternary Geology, prepared by Howard C. Hobbs and Joseph E. Goebel (1982, Minnesota Geological Survey), this site lies within an outwash unit not associated with a particular moraine. It is associated with the Des Moines glaciation of Pleistocene, Late Wisconsinan age. The drift is derived from parent material in North Dakota and Manitoba. According to the Soil Survey of Sherburne County prepared by the Soil Conservation Service, the site lies within the Hubbard-Estherville- Salida Soil Association. These consist of nearly level to gently rolling sandy soils over deeply leached sand or calcareous gravel. T he individual soils mapped on this site are sandy and have slight limitations for development of residential buildings and streets. ## B. Exploration Program Twenty- four (24) split-spoon soil borings were conducted on this project. The borings were advanced to 12 to 20 feet deep using a 3 ¼ inch I.D. hollow stem auger. Samples were obtained every 2 ½ feet for the first 10 feet and every 5 feet thereafter using a 2-inch O.D. split spoon sampler in accordance with the American Society for Testing and Materials (ASTM D1586). Standard penetration values (N-values) were obtained at each sample interval by driving the sampler into the soil using a 140- pound hammer falling 30 inches. After an initial set of 6 inches, the number of blows required to drive the sampler 12 inches is known as the standard penetration resistance or N-value. Where the sampler cannot be driven at least 6 inches by 50 blows of the hammer, the total number of blows as April 17, 2026 Project 26-038 ## Mixed Residential Development ## LuAnn Drive ## Becker, Minnesota Page 3 well as the distance driven is reported on the boring logs. Groundwater levels were noted during drilling and immediately after completion. The holes were backfilled with the auger cuttings. Some settlement of the bore holes may be expected. All the borings were conducted with a truck mounted drill rig. The surface elevations at each boring location are based on the GPS coordinates and data from the MnTOPO website. ## Exploration Results: The borings were conducted in the existing vacant lot and encountered silty sand (SM) topsoil at the surface to depths of 3 to 24 inches. Below the topsoil, the borings all encountered native, poorly graded sand (SP) to termination. ## Penetration Test Results: The standard penetration blow counts in the native sandy outwash (SP) soils ranged from 3 to 41, which are very low to high, indicating that they are in a very loose to dense condition. Refusal of the spoon or auger did not occur in any of the borings. Drilling was relatively easy. ## Water Level Observations: Observations of the subsurface water conditions were made during drilling operations. Groundwater was encountered in most of the borings at depths ranging from 11’ 7” to 15’ 0” during drilling. The following table shows the depth to water encountered at each boring location: ## Boring Water Boring Water Boring Water SB-1 11’ 7” SB-9 14’ 0” SB-17 None to 14’ SB-2 12’ 0” SB-10 12’ 0” SB-18 None to 14’ ## SB-3 14’ 0” SB-11 12’ 6” SB-19 14’ 0” ## SB-4 14’ 6” SB-12 14’ 0” SB-20 14’ 0” ## SB-5 13’ 6” SB-13 13’ 0” SB-21 14’ 6” SB-6 14’ 6” SB-14 14’ 6” SB-22 None to 14’ SB-7 None to 14.9’ SB-15 15’ 0” SB-23 None to 14’ ## SB-8 12’ 0” SB-16 14’ 6” SB-24 14’ 6” April 17, 2026 Project 26-038 ## Mixed Residential Development ## LuAnn Drive ## Becker, Minnesota Page 4 Although the water levels were observed over a short period of time, we feel they are an accurate representation of the water conditions on this site at the time of our exploration, due to the high permeability of the native sand soils. It should be noted that fluctuations in the level of the groundwater can occur due to variations in rainfall, temperature, spring thaw, and other factors not evident at the time of our investigation. Mottled soils were not observed. Mottled native soils are a historical indication of a temporarily or seasonally saturated soil condition. Grey soils were observed. Grey native soils are an indication of a permanently saturated soil condition. ## C. Engineering Review ## Discussion: The proposed townhomes and patio homes are expected to be one and two-story, slab-on- grade, wood framed structures on standard cast-in-place, concrete spread footings. The proposed apartment buildings are expected to be three-story, slab-on- grade, wood framed structures on standard cast-in-place, concrete spread footings. We assume exterior footings will be placed at depths of 2 to 3 feet below the existing ground level and interior footings will be placed at a depth of 1 to 2 feet below existing grade. Foundation loads are expected to be in the range of 4 to 6 kips per linear foot for wall footings and 150-250 kips for interior column loads. The native soils on this site appear suitable for support of the proposed building. We recommend removing all the topsoil from the building, parking lot, and street areas. We estimate this will require an excavation of 3 inches to 24 inches across the site. The excavation should extend to the native, clean sands. The excavation should be oversized one foot for every foot of fill required to reach finished grade (1:1). The sandy outwash soils (SP) encountered on this site are considered excellent for use as roadway and parking lot subgrade material and bituminous pavement support. They are excellent for use as April 17, 2026 Project 26-038 ## Mixed Residential Development ## LuAnn Drive ## Becker, Minnesota Page 5 fill and backfill and easily compacted with vibratory compaction equipment. They are also excellent for infiltration for storm water treatment. ## D. Recommendations The following recommendations are based on our understanding of the proposed project. If our understanding of the project is not accurate, or if changes are made to the project scope, please inform us so that our recommendations can be amended, if necessary. We have included recommendations regarding earthwork and construction that may help in cost estimates and aid in design. We should be allowed to review the proposed construction plans to provide further detailed recommendations, if necessary. Without the opportunity to review the final construction plans, the recommendations made in this report may no longer be valid. ## Site Grading: We recommend that the existing topsoil be removed from the building, street, and parking lot areas prior to placing any fill or beginning construction. The topsoil should be stockpiled and re-used for landscaping. We estimate this will require an excavation of 3 to 24 inches across the site. It should be noted that some of the topsoil may be sandy and may not meet MnDot specifications for topsoil borrow. We recommend the bottom of the excavation be observed by a soils engineer or a qualified technician to verify that native, competent material has been reached prior to placing fill or foundations. We recommend any excavation to remove unsuitable material be oversized one foot for every foot of fill required to reach planned grade (1:1 oversizing). After removal of any unsuitable soils, we recommend clean, mineral fill, meeting the requirements of structural fill, be placed and compacted to bring the building and pavement areas to grade. The existing on-site poorly graded sands (SP) are excellent for use as fill in the building, parking lot, and street areas. ## Utility Installation: We recommend that all utility pipes lay in non-organic mineral soils capable of supporting the pipes. Excessive over-excavation beneath the pipes should be avoided. We recommend that 2 to 6 inches of granular bedding material be placed and compacted around the pipe to aid in aligning the sanitary sewer pipe for line and grade. Granular bedding beneath watermain and storm sewer pipe is not as critical. Compaction should be done very carefully by hand to prevent the pipe April 17, 2026 Project 26-038 ## Mixed Residential Development ## LuAnn Drive ## Becker, Minnesota Page 6 from shifting. We recommend that the backfill be compacted with a static sheep foot roller after the backfill is 2 feet above the top of the pipe. Vibratory compaction should only be used on clean sands or silty sands near their optimum moisture content as determined by a standard proctor. We recommend that excavations slope at a 2:1 (horizontal: vertical) ratio from the bottom of the excavation to the surface, which may be less steep than the minimum requirements for an OSHA “Type C” soil. Stockpiled material should be kept at least 2 feet from the edge of the excavation. This is the minimum required by OSHA. We recommend all construction vehicles be kept at least 5 feet from the edge of the excavation. An escape ladder should be provided at all times while workers are in the excavation. All excavations must meet OSHA standards (29 CFR1926). We recommend that all utility trench backfill below a depth of three feet from finished roadway subgrade elevation be compacted to at least 95% of standard proctor maximum density. Any utility trench backfill placed in the upper three feet of any roadway should be compacted to at least 100% of standard proctor maximum density. We recommend compaction tests be taken at a rate of one test per 200 linear feet of trench in each of the upper and lower zones. ## Construction Dewatering: Dewatering will not likely be required for utility installation unless utilities are planned at depths below the groundwater elevations shown on the boring’s logs. It is our opinion that a series of well points is best suited in the poorly graded sands. We recommend a dewatering contractor be consulted for design and installation of an adequate system. We recommend that any standing water be removed from the utility trenches prior to backfilling. In addition, we recommend that any utility trench backfill material placed in standing water consist of clean sands with less than 5% passing the number 200 sieve. ## Structural Fill: The native, on-site soils consisting of poorly graded sands (SP) are considered excellent material for use as structural fill. These soils are not susceptible to moisture variations and are easy to April 17, 2026 Project 26-038 ## Mixed Residential Development ## LuAnn Drive ## Becker, Minnesota Page 7 work with, even if they become wet. These soils are fairly easy to compact using vibratory compaction equipment, especially when at or near optimum moisture content for compaction. The fill soils can be re-used as structural fill. We recommend that any imported fill consist of mineral soils meeting the following requirements. No organic soils, roots, stumps, logs, brush, etc. should be used as structural fill below any foundation or pavement section. We recommend that all fill material be free of soft, wet, or frozen soils, highly expansive soils, rubble, debris, and rocks in excess of 6 inches in diameter. The fill should be as uniform as possible both in composition and moisture content. We recommend all fill be compacted to the minimum relative density levels shown in the table below: ## Location ## Recommended Compaction (% Std. Proctor) Below Foundations 100 % Below Slabs, including interior and exterior wall backfill 95% Below Pavements, deeper than 3 feet from finished subgrade 95% Below Pavements within 3 feet of finished subgrade 100% ## Landscape Areas 90% All fill should be compacted at a moisture content within plus or minus 3% of the optimum moisture as determined by a standard proctor. We recommend compaction tests be taken on any fill below the foundations in the building area at a rate of one test per 50 linear feet of strip footings and one per column pad. We recommend compaction tests be taken on any fill in the building area at a rate of one test per vertical foot per 2500 square feet of floor slab area and one test per 50 linear feet of foundation wall backfill. We recommend compaction tests be taken on any fill in the pavement areas at a rate of one test per vertical foot per 200 linear feet of street subgrade and 2500 square feet parking lot subgrade area. ## Foundations: The N-values recorded in the penetration borings indicate that the existing native soils at anticipated foundation depth on this site are in a medium dense to very dense condition capable of supporting the proposed structure. All exterior footings should be placed at a minimum depth April 17, 2026 Project 26-038 ## Mixed Residential Development ## LuAnn Drive ## Becker, Minnesota Page 8 of 42 inches below proposed final grade to provide protection from frost damage. Interior footings in heated areas can be placed at any convenient depth as long as they are on native soils or properly compacted fill. In unheated areas we recommend the footings be placed 60 inches below exterior grade due to increased frost penetration depths in unheated areas. Any footings placed on native soils or on properly compacted fill should be proportioned for a maximum net allowable soil bearing pressure of 3000 psf. We recommend compaction tests be taken on any fill below the footings at a rate of one test per 50 linear feet for wall footings and one test per column footing. We recommend compaction tests be taken immediately prior to pouring the footings. The recommended bearing pressure is a net value and represents the actual loads that may be transmitted to the soil independent of overburden pressures. We estimate total settlement to be less than ½ inch with differential settlement about half of this if the recommendations in this report are followed. We recommend a minimum of 6 inches of clean, free draining washed sand with less than 5% passing a No. 200 sieve be placed beneath the floor slabs. This will provide a capillary break and a uniform level subgrade for the floor slabs. We recommend floor slabs be designed using a modulus of subgrade reaction of 200 pounds per cubic inch. ## Wall Backfill: The on-site soils consisting of poorly graded sands (SP) are considered excellent material for wall backfill. All wall backfill should be compacted to at least 95% of standard proctor. We recommend below grade walls be designed using a coefficient of active pressure (K a ) of 0.27, an at-rest coefficient (K o ) of 0.43, a passive coefficient (K p ) of 3.7. We recommend using a unit weight of 125 psf for the sands. ## Stormwater Pond: The native sand soils on this site are suitable for infiltration treatment. According to the Minnesota April 17, 2026 Project 26-038 ## Mixed Residential Development ## LuAnn Drive ## Becker, Minnesota Page 9 Stormwater Manual, November 2005, prepared by the Minnesota Pollution Control Agency, it is our opinion that the native sands consisting of poorly graded sand (SP) and poorly graded sand with silt (SP-SM) below the topsoil material are in Hydrologic Group “A.” We estimate the native sand soils would have an infiltration rate of approximately 1.0 to 3.0 inches per hour. The pond bottom should be at least three feet above the water level for infiltration basins. ## E. Pavement Recommendations The subgrade sand soils encountered are classified as A-1- b soils in accordance with the ## American Association of State Highway Transportation Officials (AASHTO) classification system. A-1- b soils are rated excellent material for use as parking lot subgrade material. In no instance should organic soils be used as parking lot subgrade material. Without benefit of a laboratory R-value determination and based on Mn/DOT guidelines, an R-value of 70 can be assumed for these materials. Based on an assumed R-value of 70, we recommend the following bituminous pavement section for general car and light truck parking lots as well as low-volume, residential streets: Thickness Course/Description G.E. 2.0” Mn/DOT 2360 SPWEB230 Bituminous 4.5” 2.0” Mn/DOT 2360 SPNWB230 Bituminous 4.5” 6.0” Mn/DOT 3138 Class 5 or 6 Aggregate Base 6.0” ## 10.0” TOTAL 15.0” In using the assumed R-value for bituminous pavement design, it is essential that the subgrade be constructed of uniform soils at a moisture content and density in accordance with Mn/DOT specification 2105 and capable of passing a test roll in accordance with Mn/DOT specification 2111. The native, undisturbed soils may need preparation (drying and compacting) to pass a proof roll. If the subgrade is not compacted, uniform and capable of passing a test roll, then we recommend the subgrade be scarified and recompacted or subcut and replaced with geotextile fabric and select granular material meeting Mn/DOT specification 3149. The top of the subgrade should be compacted to a minimum of 100% of standard proctor maximum density. The subgrade should be sloped towards the edges to provide drainage. April 17, 2026 Project 26-038 ## Mixed Residential Development ## LuAnn Drive ## Becker, Minnesota Page 10 ## F. Closing Our work was performed for geotechnical purposes only and not to document the presence or extent of any contamination on the site. We can note that our crew did not detect any obvious contamination by sight or smell during drilling operations. However, human senses are limited in terms of contamination detection and, therefore, the lack of detection through human sensing does not preclude the possibility of the presence of contamination of the site. This report represents the result of our subsurface investigation and is based on information gathered at specific locations. Subsurface conditions can change a great deal over short horizontal distances. Also, the actual interface between strata will likely be a gradual transition rather than an abrupt change as represented on the boring logs. Geotechnical engineering is based extensively on opinion. Therefore, the data contained in this report should be used as a guide, and we recommend that construction monitoring be performed by a qualified geotechnical engineer or technician. Any changes in the subsurface conditions from those found during this geotechnical investigation should be brought to the attention of a soils engineer. ## APPENDIX 1 ## BORING LOCATION PLAN ## APPENDIX 2 ## SOIL BORING LOGS ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/27/26 ## BORING #:SB-1 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:1:20END TIME:2:00 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4071020° W93.8965141° ELEVATION:973.6Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 16" ## SP POORLY GRADED SAND, fine to medium grained, brown. 19 5.0 212 36 10.0 light grey. 48 V Water encountered at 11' 7" during drilling. medium grained. 513 15.0 brown. 615 20.0 Boring complete to 20.0 feet. Water encountered at 11' 7"during drilling. No water encountered to cave-in at 9' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/27/26 ## BORING #:SB-2 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:12:20END TIME:1:15 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4074400° W93.8964880° ELEVATION:974.6Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 14" ## SP POORLY GRADED SAND, fine to medium grained, brown. 111 5.0 212 36 10.0 light grey. 46 V Water encountered at 12' 0" during drilling. 512 15.0 medium grained, brown. 617 20.0 Boring complete to 20.0 feet. Water encountered at 12' 0"during drilling. No water encountered to cave-in at 8' 8" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/27/26 ## BORING #:SB-3 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:11:05END TIME:11:50 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4075111° W93.8959860° ELEVATION:974.6Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 14" ## SP POORLY GRADED SAND, fine to medium grained, brown. 17 5.0 26 3 8 10.0 49 medium grained. V Water encountered at 14' 0" 511 during drilling. 15.0 621 20.0 Boring complete to 20.0 feet. Water encountered at 14' 0"during drilling. No water encountered to cave-in at 9' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/27/26 ## BORING #:SB-4 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:10:20END TIME:11:00 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4075730° W93.8954281° ELEVATION:974.5Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 14" ## SP POORLY GRADED SAND, fine to medium grained, brown. 15 5.0 26 34 10.0 light grey. 49 medium grained, brown. 525 V Water encountered at 14' 6" 15.0 during drilling. 628 20.0 Boring complete to 20.0 feet. Water encountered at 14' 6"during drilling. No water encountered to cave-in at 8' 6" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/27/26 ## BORING #:SB-5 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:9:30END TIME:10:15 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4076269° W93.8949799° ELEVATION:973.6Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 13" ## SP POORLY GRADED SAND, fine to medium grained, brown. 19 5.0 28 35 10.0 fine grained, light grey. 425 V Water encountered at 13' 6" fine to medium grained. during drilling. 524 15.0 medium grained, w/ GRAVEL. 625 20.0 Boring complete to 20.0 feet. Water encountered at 13' 6"during drilling. No water encountered to cave-in at 8' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/27/26 ## BORING #:SB-6 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:8:55END TIME:9:25 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4077470° W93.8944471° ELEVATION:974.8Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 12" ## SP POORLY GRADED SAND, fine to medium grained, brown. 111 5.0 27 33 10.0 w/ a layer ofGRAVEL 441 525 V Water encountered at 14' 6" 14.9 during drilling. Boring complete to 14.9 feet. Water encountered at 14' 6"during drilling. No water encountered to cave-in at 9' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/27/26 ## BORING #:SB-7 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:8:15END TIME:8:45 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4075250° W93.8935130° ELEVATION:974.1Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 14" ## SP POORLY GRADED SAND, fine to medium grained, brown. 17 5.0 27 fine grained, light grey. 310 10.0 fine to medium grained, light brown. 413 w/ GRAVEL. 520 14.9 Boring complete to 14.9 feet. No water encountered during drilling. No water encountered to cave-in at 7' 7" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/26/26 ## BORING #:SB-8 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:3:30END TIME:4:00 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4070721° W93.8934101° ELEVATION:974.0Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 12" ## SP POORLY GRADED SAND, fine to medium grained, brown. 19 5.0 28 fine grained, light grey. 311 10.0 fine to medium grained, brown. 414 V Water encountered at 12' 0" during drilling. medium grained. 521 14.9 Boring complete to 14.9 feet. Water encountered at 12' 0" during drilling. No water encountered to cave-in at 8' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/30/26 ## BORING #:SB-9 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:10:15END TIME:10:45 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4072319° W93.8953849° ELEVATION:974.1Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 14" ## SP POORLY GRADED SAND, fine to medium grained, brown. 15 5.0 fine grained. 26 38 10.0 light grey. 414 V Water encountered at 14' 0" 516 during drilling. 14.9 Boring complete to 14.9 feet. Water encountered at 14' 0" during drilling. No water encountered to cave-in at 8' 6" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/30/26 ## BORING #:SB-10 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:8:45END TIME:9:30 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4069940° W93.8957198° ELEVATION:974.5Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 12" ## SP POORLY GRADED SAND, fine to medium grained, brown. 110 5.0 29 315 10.0 light grey. 414 V Water encountered at 12' 0" during drilling. brown. 516 15.0 619 20.0 Boring complete to 20.0 feet. Water encountered at 12' 0"during drilling. No water encountered to cave-in at 8' 6" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/30/26 ## BORING #:SB-11 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:9:40END TIME:10:10 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4070260° W93.8950771° ELEVATION:974.1Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 15" ## SP POORLY GRADED SAND, fine to medium grained, brown. 112 5.0 28 318 10.0 light grey. 416 V Water encountered at 12' 6" during drilling. medium grained. 518 15.0 fine to medium grained, w/ GRAVEL. 621 20.0 Boring complete to 20.0 feet. Water encountered at 12' 6"during drilling. No water encountered to cave-in at 9' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/30/26 ## BORING #:SB-12 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:11:00END TIME:11:30 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4070100° W93.8943331° ELEVATION:973.3Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 12" ## SP POORLY GRADED SAND, fine to medium grained, brown. 19 5.0 26 fine grained. 316 10.0 fine to medium grained, light grey. 422 V Water encountered at 14' 0" 514 during drilling. 14.9 Boring complete to 14.9 feet. Water encountered at 14' 0" during drilling. No water encountered to cave-in at 8' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/27/26 ## BORING #:SB-13 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:2:05END TIME:2:25 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4067609° W93.8961540° ELEVATION:974.1Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 12" ## SP POORLY GRADED SAND, fine grained, brown. 14 5.0 26 fine to medium grained. 37 10.0 415 V Water encountered at 13' 0" 514 during drilling. 14.0 Boring complete to 14.0 feet. Water encountered at 13' 0" during drilling. No water encountered to cave-in at 8' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/30/26 ## BORING #:SB-14 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:8:00END TIME:8:40 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4068280° W93.8952618° ELEVATION:974.9Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 14" ## SP POORLY GRADED SAND, fine grained, brown. 15 5.0 fine to medium grained. 27 36 10.0 light grey. 414 513 V Water encountered at 14' 6" 14.0 during drilling. Boring complete to 14.0 feet. Water encountered at 14' 6" during drilling. No water encountered to cave-in at 8' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/26/26 ## BORING #:SB-15 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:1:50END TIME:2:25 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4064900° W93.8955830° ELEVATION:973.2Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 15" ## SP POORLY GRADED SAND, fine grained, brown. 18 5.0 fine to medium grained. 25 fine grained, light grey. 39 10.0 421 fine to medium grained, brown. 518 15.0V Water encountered at 15' 0" during drilling. medium grained, w/ GRAVEL. 610 20.0 Boring complete to 20.0 feet. Water encountered at 15' 0"during drilling. No water encountered to cave-in at 9' 6" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/26/26 ## BORING #:SB-16 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:1:00END TIME:1:45 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4064761° W93.8948649° ELEVATION:974.9Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 15" ## SP POORLY GRADED SAND, fine grained, brown. 18 5.0 fine to medium grained. 25 38 10.0 426 medium grained, w/ GRAVEL. 520 V Water encountered at 14' 6" 15.0 during drilling. 611 20.0 Boring complete to 20.0 feet. Water encountered at 14' 6"during drilling. No water encountered to cave-in at 10' 6" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/26/26 ## BORING #:SB-17 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:2:30END TIME:2:55 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4062299° W93.8952699° ELEVATION:973.7Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 2.0 ## SP POORLY GRADED SAND, fine grained, brown. 13 5.0 26 fine to medium grained. 35 10.0 415 light grey. 518 14.0 Boring complete to 14.0 feet. No water encountered during drilling. No water encountered to cave-in at 6' 10" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/26/26 ## BORING #:SB-18 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:3:00END TIME:3:25 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4062351° W93.8949339° ELEVATION:974.9Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 10" ## SP POORLY GRADED SAND, fine grained, brown. 14 5.0 27 34 10.0 fine to medium grained. 427 medium grained, w/ GRAVEL. 520 14.0 Boring complete to 14.0 feet. No water encountered during drilling. No water encountered to cave-in at 7' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/30/26 ## BORING #:SB-19 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:12:30END TIME:1:00 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4061489° W93.8932478° ELEVATION:972.8Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## 3"SM SILTY SAND, fine grained, dark brown, TOPSOIL. ## SP POORLY GRADED SAND, fine grained, brown. 19 5.0 210 fine to medium grained, light brown. 312 10.0 416 V Water encountered at 14' 0" 523 during drilling. 14.9 Boring complete to 14.9 feet. Water encountered at 14' 0" during drilling. No water encountered to cave-in at 9' 6" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/31/26 ## BORING #:SB-20 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:10:00END TIME:10:30 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4054670° W93.8933602° ELEVATION:973.6Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 15" ## SP POORLY GRADED SAND, fine grained, brown. 17 5.0 210 fine to medium grained. 37 10.0 fine grained. 420 fine to medium grained, w/ GRAVEL. V Water encountered at 14' 0" 520 during drilling. 14.9 Boring complete to 14.9 feet. Water encountered at 14' 0" during drilling. No water encountered to cave-in at 8' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/31/26 ## BORING #:SB-21 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:10:35END TIME:11:00 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4049849° W93.8925930° ELEVATION:973.2Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 12" ## SP POORLY GRADED SAND, fine to medium grained, brown. 19 5.0 211 39 10.0 w/ GRAVEL. 427 521 V Water encountered at 14' 6" 14.9 during drilling. Boring complete to 14.9 feet. Water encountered at 14' 6" during drilling. No water encountered to cave-in at 7' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/31/26 ## BORING #:SB-22 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:11:15END TIME:11:45 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4049929° W93.8915711° ELEVATION:974.5Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 2.0 ## SP POORLY GRADED SAND, fine to medium grained, brown. 19 5.0 28 light grey. 318 10.0 fine grained. 417 fine to medium grained. 519 14.0 Boring complete to 14.0 feet. No water encountered during drilling. No water encountered to cave-in at 6' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/31/26 ## BORING #:SB-23 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:11:50END TIME:12:20 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4044889° W93.8918531° ELEVATION:973.2Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 16" ## SP POORLY GRADED SAND, fine to medium grained, brown. 17 5.0 29 317 10.0 light grey. 416 18 5 14.0 Boring complete to 14.0 feet. No water encountered during drilling. No water encountered to cave-in at 6' 0" after completion. ## INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING ## PROJECT:26-038KUEPERS, INC. ## DATE:3/30/26 ## BORING #:SB-24 ## MIXED RESIDENTIAL DEVELOPMENTSTART TIME:11:45END TIME:12:15 ## DEVELOPMENT ## BECKER, MINNESOTAMETHOD:3 ¼" I.D. Hollow Stem Auger ## CREW:CD/ RS ## LOCATION:See Boring Location PlanN45.4060661° W93.8943150° ELEVATION:974.2Page 1 of 1 DepthASTM SoilSampleN (Feet)Symbol Description#Value ## W n ## Notes ## SM SILTY SAND, fine grained, dark brown, TOPSOIL. 15" ## SP POORLY GRADED SAND, fine to medium grained, tan. 18 5.0 29 310 10.0 416 medium grained. 520 V Water encountered at 14' 6" 14.9 during drilling. Boring complete to 14.9 feet. Water encountered at 14' 6" during drilling. No water encountered to cave-in at 8' 0" after completion. ## Unified Soil Classification (USC) System (from ASTM D 2487) ## Major Divisions ## Group ## Symbol ## Typical Names ## Course-Grained Soils More than 50% retained on the 0.075 mm (No. 200) sieve ## Gravels 50% or more of course fraction retained on the 4.75 mm (No. 4) sieve ## Clean ## Gravels ## GW Well-graded gravels and gravel-sand mixtures, little or no fines ## GP Poorly graded gravels and gravel-sand mixtures, little or no fines ## Gravels with Fines ## GM Silty gravels, gravel-sand-silt mixtures ## GC Clayey gravels, gravel-sand-clay mixtures ## Sands 50% or more of course fraction passes the 4.75 (No. 4) sieve ## Clean ## Sands ## SW Well-graded sands and gravelly sands, little or no fines ## SP Poorly graded sands and gravelly sands, little or no fines ## Sands with Fines ## SM Silty sands, sand-silt mixtures ## SC Clayey sands, sand-clay mixtures ## Fine-Grained Soils More than 50% passes the 0.075 mm (No. 200) sieve ## Silts and Clays Liquid Limit 50% or less ## ML Inorganic silts, very fine sands, rock four, silty or clayey fine sands ## CL Inorganic clays of low to medium plasticity, gravelly/sandy/silty/lean clays ## OL Organic silts and organic silty clays of low plasticity ## Silts and Clays Liquid Limit greater than 50% ## MH Inorganic silts, micaceous or diatomaceous fine sands or silts, elastic silts ## CH Inorganic clays or high plasticity, fat clays ## OH Organic clays of medium to high plasticity ## Highly Organic Soils ## PT Peat, muck, and other highly organic soils Prefix: G = Gravel, S = Sand, M = Silt, C = Clay, O = Organic Suffix: W = Well Graded, P = Poorly Graded, M = Silty, L = Clay, LL < 50%, H = Clay, LL > 50% ## RESOLUTION PC 26-08 ## A RESOLUTION RECOMMENDING APPROVAL OF THE PRELIMINARY PLAT ## FOR EDGEWOOD VILLAGE WHEREAS, Todd Olin of Land & Resource Consulting, on behalf of Kuepers Land Development, Inc. (Steve Kuepers) and True Blue Construction, Inc. (Scott Thompson), the Applicants and Developers, has submitted a complete application for a Preliminary Plat for Edgewood Village, a mixed-use residential development on approximately 19.23 acres located south of Edgewood Boulevard and along the LuAnn Drive corridor, east of 1st Street in the City of Becker. The subject property is currently owned by EICHI, INC. (Martin Harstad, President; 7 parcels) and John McChesney (1 parcel) both of whom signed the applications; and, WHEREAS, the subject property is legally described as: Lot 4, Block 3; Lot 5, Block 3; Lot 6, Block 3; Lot 7, Block 3; Lot 8, Block 3; Lot 9, Block 3; Lot 5, Block 2, except the East 150 feet thereof; and Lot 6, Block 2, except the East 150 feet thereof; all in Evergreen Park North, according to the recorded plat thereof, Sherburne County, Minnesota; WHEREAS, current parcel identification numbers are: 60-00409-0340, 60-00409-0350, 60- 00409-0360, 60-00409-0370, 60-00409-0380, 60-00409-0390, 60-00409-0225, 60-00409-0230); and, WHEREAS, the City of Becker has applied for and been awarded a grant to construct the extension of LuAnn Drive to Edgewood Boulevard, including public sanitary sewer, watermain, and storm sewer extensions within the right-of-way, and the City Council authorized a Supplemental Letter Agreement with SEH for the design and construction of those road and utility improvements via Resolution 26-38 on May 5, 2026; and, WHEREAS, the City Council, on May 5, 2026, considered amendments to the Comprehensive Plan and Unified Development Ordinance addressing residential density standards in the Multi- Family High Density district (Resolution 26-41 and Ordinance 302, 2nd Series); and, WHEREAS, the subject property is currently zoned Multi-Family High Density (MFH) and the Comprehensive Plan guides this area for multi-family residential uses; and, WHEREAS, the application is a new, independent application and shall be reviewed on its own merits; and, WHEREAS, the Applicant has submitted application materials in conformance with the Unified ## Development Ordinance and Minnesota Statutes Chapter 462; and, WHEREAS, the proposed preliminary plat consists of 3 lots in Block 1 (apartments), 1 lot in Block 2 (apartments), 25 townhome/rowhome lots in Blocks 3-10, 14 twin home lots in Block 11, and 3 outlots (Outlot A – common open space; Outlot B – stormwater/drainage; Outlot C – right-of-way/utility), totaling 215 dwelling units on approximately 19.23 acres; and, ## Resolution PC 26-08 Page 2 WHEREAS, the PUD CUP (Resolution PC 26-07) enables the lot dimensional standards necessary for the proposed lot configuration; and, WHEREAS, the Becker Planning Commission held a duly noticed public hearing on this application on May 18, 2026; and, WHEREAS, notice of said public hearing was given as required by the City of Becker Unified ## Development Ordinance and Minnesota Statutes Chapter 462; and, WHEREAS, the Planning Commission has reviewed the preliminary plat application and all supporting materials; and, WHEREAS, the City of Becker Planning Commission finds that the Plat and resulting lots, as conditioned herein, are in accordance with established findings in Article I Zoning, Section 1.13 of the Unified Development Ordinance which findings are that the Plat: ● Is consistent with the City of Becker Comprehensive Plan. The plat is consistent with the Comprehensive Plan’s guidance for multi-family residential development in this area, as amended by Resolution 26-41. ● Is compatible with the geographical area involved. The site is a 19.23-acre parcel within the Evergreen Park North plat area, suitable for residential development with access via the LuAnn Drive extension. ● Is compatible with the character of the surrounding area. The proposed mix of apartments, townhomes, and twin homes provides a transition between existing commercial uses to the west and single-family residential to the southeast. ● Provides adequate access to existing or proposed municipal utilities with sufficient capacity for the intended use. Municipal water and sanitary sewer will be extended via the City’s LuAnn Drive project. The developer will construct internal utility infrastructure to connect to the public system. ● Will not tend to or actually depreciate the surrounding area. The development, with its landscaping, screening, and site design, is not expected to depreciate surrounding property values. ● Will not impose an undue financial burden on the City of Becker. All development improvements, including, but not limited to, Landscaping, Utilities, Streets, Curb and Gutter, Sidewalks / Trails, Stormwater ponding, Parkland Dedication Fees, Trunk Fees, and Sewer Availability Charges (SAC) and Water Availability Charges (WAC) will be funded by the developer as negotiated in a required, City Council approved Development Agreement. LuAnn Drive improvements are separately funded through a City grant. ● Will not impair an adequate supply of light and air to adjacent property. Proposed setbacks and building heights ensure adequate light and air for neighboring properties. ● Will not unreasonably increase the congestion in the public right-of-way. The LuAnn Drive extension and internal street network provide adequate traffic distribution. ● Will not increase the danger of fire or endanger the public safety. The development will be served by municipal water with fire hydrants and will comply with all fire and building codes. ## Resolution PC 26-08 Page 3 ● The request is consistent with the spirit and intent of Article I. The preliminary plat is consistent with the UDO’s subdivision standards and the PUD provisions (see Resolution ## PC 26-07). THEREFORE, BE IT RESOLVED that the City of Becker Planning Commission hereby adopts the following Findings of Fact, as required by UDO Article I Zoning, Section 1.13: ● The Plat, as conditioned herein, is consistent with the construction standards, design standards, and other requirements set forth by the City's Unified Development Ordinance. The plat meets UDO subdivision standards as modified by the PUD CUP (Resolution PC 26-07). ● The physical characteristics of the site, and area surrounding the site, including but not limited to topography, erosion, flooding potential, soil limitations, and overall suitability for the type of development or use proposed. The site is relatively flat with good soils. A geotechnical investigation dated April 17, 2026, has been completed. No floodplain areas are identified on the subject property. ● The proposed development is consistent with the City's Comprehensive Land Use Plan. The development is consistent with the Comprehensive Plan as amended by Resolution 26-41. ● The City will not face unnecessary interrupted use of public roadways, facilities, or property for an unspecified amount of time due to development the City is not ready for. Traffic control and construction sequencing requirements will be specified in the Development Agreement. The developer shall coordinate with the City’s LuAnn Drive construction project with project development and implementation. ● The subdivision will not prohibit the orderly growth of the surrounding areas or the City as a whole. The development fills an undeveloped area within the City and extends municipal infrastructure in a logical manner. ● The Plat will be developed per the construction and development standards that have been set within the City. All construction shall comply with City standards and specifications. ● The subdivision will not create a negative fiscal or environmental impact upon the City. The development provides housing stock, generates property tax revenue, and manages stormwater through infiltration basins designed to protect downstream resources. ● The City will not face undue financial hardship due to the development in question. Developer-funded improvements and grant-funded LuAnn Drive infrastructure ensure no undue burden on the City. NOW THEREFORE BE IT FURTHER RESOLVED, that the Becker Planning Commission, based on the findings put forth in this resolution, hereby recommends approval of the preliminary plat request for Edgewood Village subject to the following conditions: 1. No work shall commence until all necessary permits have been obtained. 2. Safe access shall be provided through all required improvements as determined by City Staff and the City Engineer. 3. All City Engineer and City Staff comments on the preliminary plat, final plat, and associated civil plans shall be addressed prior to final plat recording. 4. All easements and rights-of-way shall be dedicated as shown on the approved preliminary plat. ## Resolution PC 26-08 Page 4 5. The final plat for the first phase of the development shall be recorded within one (1) year of preliminary plat approval, or a new application shall be required. 6. Sidewalks shall be constructed as shown on the approved civil engineering plans, as may be amended. Sidewalks must be concrete and shall be 6’ (feet) in width. 7. All drainage systems shall be provided as required by the City Engineer and City Staff, including the three infiltration basins and associated storm sewer infrastructure. 9. All roads shall be constructed to urban standards per the required Development Agreement. 10. Civil engineering plans shall be reviewed and approved by the City Engineer before building permits are issued. 11. A Development Agreement shall be executed and approved by City Council. Said agreement must be reviewed and approved by City Staff, City Engineer, and City Attorney. 12. Park dedication fees and any other applicable fees shall be calculated pursuant to the City of Becker fee schedule in effect at the time of final plat recording. The exact allocation shall be calculated and inserted into the required Development Agreement. 13. A 25-foot vegetated landscape buffer shall be maintained along the southern property boundary as shown on the landscape plan. Said buffer must be maintained in good condition including regular tree and limb maintenance, dead or diseased tree removal, and replacement of any vegetation removed. 14. A street lighting and mailbox plan shall be submitted for review and approval prior to the recording of the final plat. 15. Positive drainage shall be maintained away from all structures and directed to the retention/infiltration basins. 16. Topsoil and vegetation shall be replaced to minimize erosion in all disturbed areas. 17. Reclamation and filling shall be subject to approval by the Zoning Administrator and City ## Engineer 18. The maintenance of Outlots A, B, and C shall be addressed in the Development Agreement. 19. The developer shall coordinate construction schedules with the City’s LuAnn Drive extension project. 20. The City Attorney may make necessary changes to this resolution as to form. 21. An Environmental Assessment Worksheet (EAW) is required to be submitted to, reviewed, and approved by the City and a negative determination made on the need for the Environmental Impact Statement (EIS) by the City. Should a positive determination be made by the City on the need for an Environmental Impact Statement (EIS), said EIS must be submitted and approved by the city prior to construction of the development. 22. Approval of this preliminary plat shall become null if TIF approval from the City Council is not obtained and the decision is made by either Developer not to proceed with the project. Candice Hanson __________ Amy Stanger __________ Justin Robinson Mike Doering __________ ## Rick Hendrickson _________ ## Resolution PC 26-08 Page 5 Whereupon said resolution was declared duly adopted by the Becker Planning Commission on the 18 th day of May 2026. ## Attest: _________________________________ ## Amy Stanger, Chairperson _____________________________ ## Jacob Sanders, Community Development Director Drafted by: ## Austin Petersen, Associate Planner ## 12060 Sherburne Ave ## Becker, MN 55308