Loading...
HomeMy WebLinkAboutItem 05b - Dodd Commons prelim plat, CUP, vacation1 City of Lakeville Community Development Memorandum To: Planning Commission From: Kris Jenson, Planning Manager Date: February 23, 2026 Subject: Packet Material for the March 5, 2026 Planning Commission Meeting Agenda Item: 1. Preliminary plat of one lot to be known as Dodd Commons; 2. Conditional use permit for a building in excess of 35 feet in height in the C-3, General Commercial District. 3. Vacation of public roadway, drainage, and utility easements. BACKGROUND The City of Lakeville is constructing a new fire station to replace and combine Fire Station 2 and Fire Station 4. In order to do so, the site requires a preliminary plat, conditional use permit for a building in excess of 35 feet in height in the C-3, General Commercial District, and the vacation of existing public roadway, drainage, and utility easements. The proposed site is 23.36 acres and is located north of 179th Street (CSAH 9), south of Dodd Bulevard, and east of Granby Lane. The preliminary plat and development plans have been submitted to the Engineering Division and Parks and Recreation Department for review. EXHIBITS A. Location Map B. Zoning Map C. Certificate of Survey D. Right of Way and Easement Vacations E. Preliminary Plat F. Final Plat G. Site Plan 2 H. Grading Plan I. Utility Plan J. Photometric Plan K. Tree Inventory & Replacement Plan (3 pages) L. Landscape Plan M. Floor Plans (2 pages) N. Exterior Elevations (2 pages) O. Plat Commission Letter dated February 13, 2026 PLANNING ANALYSIS PRELIMINARY PLAT Comprehensive Plan. The property is located in Planning District No. 5 of the 2040 Comprehensive Land Use Plan and is within the current Metropolitan Urban Service Area (MUSA). City municipal services, including sanitary sewer service, are available to serve the property. The subject property is guided C, Commercial and P/QP, Public & Quasi-Public in the 2040 Comprehensive Land Use Plan. The proposed Dodd Commons preliminary plat meets the recommended goals and objectives outlined in Planning District No. 5 of the 2040 Comprehensive Plan. Zoning and Surrounding Uses. The subject property is zoned C-3, General Commercial District and P/OS, Public and Open Space. The proposed preliminary plat is surrounded by the following land uses: Direction Existing Use Land Use Plan Zoning North South East development Public/Quasi-Public Public & Open Space West townhomes Residential Residential District Lots and Blocks. The proposed lot exceeds the minimum lot area and lot width requirements of the C-3 District. 3 Minimum Proposed Premature Subdivision Criteria. The preliminary plat is not premature under the terms of the Subdivision Ordinance. All utilities and public streets are in place to serve the subject property. Capital Improvement Program (CIP). All proposed improvements necessary for the development of Dodd Commons are included in the 2026-2030 Capital Improvement Plan. Streets. Dodd Commons is adjacent to or includes construction of the following streets: 179th Street (CSAH 9) is a minor arterial roadway as identified in the City’s Comprehensive Transportation Plan. The street was constructed in 2023 as a Dakota County project. The City is dedicating the full 150-foot width of right of way across the southern plat boundary, which is an area of 4.31 acres. Access to 179th Street is not permitted from the Dodd Commons plat. Cedar Avenue (CSAH 23) is a principal arterial roadway in the City’s Comprehensive Transportation Plan. The City is dedicating 0.47 acres of right of way along the east plat boundary. Dodd Boulevard is located along the north plat boundary and is a major collector roadway. This segment of the street was reconstructed in 2023 as a two-lane roadway with a trail along the north side of the street. The Dodd Commons plat will dedicate 1.17 acres for the south half of Dodd Boulevard right of way. Granby Lane is a two-lane local street that was constructed in 2023 as part of the 179th Street construction project. There are trails constructed along both sides of the street and an access to the fire station parcel is proposed to Granby Lane. The Dakota County Plat Commission met at its February 11, 2026 meeting to review the Dodd Commons preliminary and final plat and recommended approval. Outlots. There are three outlots in the Dodd Commons preliminary plat, all of which will be retained by the City. Outlot A is 1.40 acres and will contain a stormwater pond. Outlot B is 1.69 acres and is the site of the water tower. 4 Outlot C is 9.67 acres and will be available for future development. Grading, Drainage, Erosion Control and Utilities. City sanitary sewer and water is currently available to the site, which is within the current MUSA. Grading, drainage, erosion control, utility, plans were submitted with the preliminary plat plans and are reviewed in the engineering report prepared by Grace Ellis, Graduate Engineer and Mac Cafferty, Environmental Resources Manager, dated February 23, 2026. A copy of the engineering report is attached for reference. Park Dedication. Park dedication will be collected when Outlot C is platted into lots and blocks. Wetlands. A wetland delineation was completed for the site and no wetlands were found to be within the plat boundary. Tree Preservation. The tree preservation plan identifies 1,508 inches of significant trees within the limit of disturbance on the site, all of which are proposed to be removed. The Zoning Ordinance permits up to 70% of that total to be removed (1,055.6 inches). See the February 23, 2026 Engineering report for additional information. Right of Way and Easement Vacation. There is previously-dedicated right of way for Granby Lane as well as several easements for roadway, drainage, and utility purposes on the parent parcels. Exhibit D highlights what is proposed to be vacated within the plat boundary. The areas being vacated will either be replaced with dedicated right of way or easements, as needed. CONDITIONAL USE PERMIT: CONSTRUCTION OF A PRINCIPAL BUILDING IN EXCESS OF 35 FEET IN HEIGHT. Principal buildings within the C-3 District are limited to a height of three stories or 35 feet, whichever is less. The fire station has one and two story sections, ranging in height from just under 19 feet in height to about 42 feet at the training tower. Screening of the rooftop mechanical equipment also brings the height to about 42 feet in some areas. Section 11-17-7.E of the Zoning Ordinance states that building heights in excess of the standards established within the individual zoning districts may be allowed through a CUP provided that the intensity of use, traffic impacts, public utilities, setbacks, airport zoning regulations, and the general performance standards of Section 11-4-7 for all CUPs are considered. Intensity of the use, traffic impacts, public utilities, and performance standards are addressed below. Section 11-17-7.E also requires that for each additional 10 feet above the maximum building height allowed within the C-3 District, the front and side 5 yard setbacks are increased by five feet. The table below reflects the required 30 foot setback of the C-3 District plus the additional five feet required for the front and side yard setbacks due to the additional building height. The locations of the proposed fire station within the lot meets or exceeds the minimum setbacks required by the Zoning Ordinance. Front (North) Rear (South) Side (West) Side (East) The CUP performance standards to allow additional building height are listed below: A. The use and the site in question shall be served by a street of sufficient capacity to accommodate the type and volume of traffic which would be generated and adequate right of way shall be provided. The site has access to and from Dodd Boulevard, a major collector street as well as Street A and Granby Lane, both of which are local streets. These streets are of sufficient capacity to serve the Dodd Commons plat and Fire Station Number 2. B. The site design for access and parking shall minimize internal as well as external traffic conflicts and shall be in compliance with chapter 19 of this title. The site will have access from Dodd Boulevard and Street A, both of which will provide access to the two parking areas. Fire truck access will be via Street A and Granby Lane. C. If applicable, a pedestrian circulation system shall be clearly defined and appropriate provisions made to protect such areas from encroachment by parked or moving vehicles. A trail currently exists along the east side of Granby Lane and one will be constructed along the south side of Dodd Boulevard, from Granby Lane to the east plat boundary. A sidewalk will be added along the east side of Street A for a distance of about 150 feet, before crossing the street and continuing towards the front entrance. The parking lot access from Street A was shifted south so that the sidewalk in that area is in compliance with accessibility requirements for maximum grade. D. Adequate off-street parking and off-street loading shall be provided in compliance with chapters 19 and 20 of this title. The primary parking lot of 42 spaces is on the north side of the building, with a smaller lot of 10 spaces on the south side of the building. Additionally, 17 spaces are proposed along the east side of the vehicle bays, for a total of 69 parking spaces on site. The Zoning Ordinance doesn’t specify parking requirements for fire stations, so the parking requirements are based on the various uses within the building, as indicated in the table below. 6 Use Area/Size Parking Req. Required Office 4,835 SF 1/250 SF 19 spaces Classroom 94 seats 1/3 seats 31 spaces Dorms 10 rooms every 10 units 11 spaces 61 spaces The table above does not account for all areas within the building, including a fitness area, firefighter workroom/dispatch, kitchen, dining and dayroom, and firefighter training tower. Staff determined that these areas are all intended to be utilized by firefighters on duty, for which parking is already accounted for via the dorm room calculation. The initial duty crews are expected to have seven crewmembers. All parking spaces measure at least nine feet wide by 20 feet deep with drive aisles of 24 feet in width, which meets Zoning Ordinance requirements. E. Loading areas and drive-up facilities shall be positioned so as to minimize internal site access problems and maneuvering conflicts, to avoid visual or noise impacts on any "adjacent" residential use or district, and provided in compliance with chapter 20 of this title. This standard does not apply to the Dodd Commons development. F. Whenever a nonresidential use "is adjacent to" a residential use or district, a buffer area with screening and landscaping shall be provided in compliance with chapter 21 of this title. This standard does not apply to the Dodd Commons plat. G. General site screening and landscaping shall be provided in compliance with chapter 21 of this title. The landscape plan includes 98 ornamental, deciduous, and evergreen trees proposed to be planted on Lot 1 and Outlot A. Trees are proposed at the perimeter of Lot 1 in every area except for the access drives. Over 350 shrubs are proposed to be planted as foundation plantings along the north portion of the building, around the trash enclosure, as well as in the space between the parking lots and the adjacent street. The remainder of the site that is sodded will include inground irrigation. H. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right of way or neighboring residential uses or districts, and shall be in compliance with section 11-16-17 of this title. A photometric plan has been submitted that demonstrates that light levels on site meet the Zoning Ordinance requirements of not exceeding one foot candle at a property line 7 adjacent to public right of way. All building lighting is a downcast style and parking lot lighting is proposed to be 30 feet in height, in compliance with Zoning Ordinance requirements. I. Potential exterior noise generated by the use shall be identified and mitigation measures as may be necessary shall be imposed to ensure compliance with section 11-16-25 of this title. All rooftop mechanical equipment is proposed to be screened in compliance with Zoning Ordinance requirements. J. The site drainage system shall be subject to the review and approval of the city engineer. See the February 23, 2026 Engineering report for more information. K. The architectural appearance and functional design of the building and site shall not be so dissimilar to the existing or potential buildings and area so as to cause a blighting influence. All sides of the principal and accessory structures are to have essentially the same or coordinated, harmonious exterior finish materials and treatment. The exterior materials are primarily brick, cast stone, glass (all Grade A), and composite wall panels (stone or wood look, Grade C). The overall building is approximately 68% Grade A materials, in compliance with Zoning Ordinance requirements. The building proposes various shades of gray and brown with red accents, as shown in the L. Provisions shall be made for daily litter control, an interior location for recycling, and trash handling and storage or an outdoor, enclosed receptacle area shall be provided in compliance with section 11-18-11 of this title. A trash enclosure structure is proposed for the southeast side of the site. The structure must have exterior materials that are consistent with the principal structure, have a maintenance-free gate, and be a height of at least six feet tall. M. All signs and informational or visual communication devices shall be in compliance with chapter 23 of this title. At this time, no freestanding signs are proposed on site. Building elevation plans show several wall signs, for which a sign permit must be issued prior to installation. N. The use and site shall be in compliance with any federal, state or county law or regulation that is applicable and any related permits shall be obtained and documented to the city. This standard does not apply to the Dodd Commons development. O. Any applicable business licenses mandated by this code are approved and obtained. This standard does not apply to the Dodd Commons development. P. The hours of operation may be restricted when there is judged to be an incompatibility with a residential use or district. Not applicable. Q. The use complies with all applicable performance standards of the zoning district in which it is located and where applicable. Provided the site is 8 developed in compliance with the stipulations of this report, the use will be in compliance with all applicable performance standards. Findings of Fact in consideration of the conditional use permit is attached. RECOMMENDATION Community Development Department staff recommends approval of the preliminary plat, conditional use permit, and vacation of public roadway, drainage, and utility easements for the Dodd Commons plat, subject to the following stipulations: 1. Implementation of the recommendations listed in the February 23, 2026 engineering report. City of Lakeville Public Works – Engineering Division Memorandum Kris Jenson, Planning Manager Grace Ellis, Graduate Engineer McKenzie L. Cafferty, Environmental Resources Manager Joe Masiarchin, Parks and Recreation Director Zach Johnson, City Engineer Tina Goodroad, Community Development Director Julie Stahl, Finance Director Dave Mathews, Building Official February 23, 2026 Dodd Commons • Preliminary Plat • Preliminary Utility Plan • Preliminary Grading and Erosion Control Plan • Preliminary Tree Preservation and Landscaping Plan The City of Lakeville submitted a preliminary plat to be known as Dodd Commons for property located north of and adjacent to 179th Street (CSAH 9), west of and adjacent to Cedar Avenue (CSAH 23), south of and adjacent to Dodd Boulevard, and east of and adjacent to Granby Lane. The parent parcels consist of two metes and bounds parcels (PID Nos. 22-73370-00-070 and 22- 00900-79-011) and Outlot G, Summers Creek. The parcel that will be created after the split from Central Maintenance Facility is zoned Public & Open Space (P/OS). The remaining parcels are zoned C-3, General Commercial District. The preliminary plat consists of one (1) lot and three (3) outlots on approximately 23.36 acres. Lot 1 is proposed for a future fire station site. The City is dedicating 4.31 acres for 179th Street right-of-way (CSAH 9) and 0.47 acres for Cedar Avenue (CSAH 23) right-of-way. The outlots created with the preliminary plat shall have the following use: DODD COMMONS – PRELIMINARY PLAT FEBRUARY 23, 2026 PAGE 2 OF 7 Outlot A: Stormwater management; to be retained by the City (1.40 acres) Outlot B: Existing water tower site; to be retained by the City (1.69 acres) Outlot C: Future development area; to be retained by the City (9.67 acres) The development will be completed by: Developer: City of Lakeville Engineer/Surveyor: Larson Engineering/Bolton & Menk The Dodd Commons site consists of undeveloped land. The site consists primarily of undeveloped land characterized by varying topography that generally drains from north to south. The majority of the site was a farmstead, while the southerly portion contains an existing municipal water tower. All structures, accessory buildings, driveways, foundations, septic system components, wells and related improvements have been removed in accordance with an approved abatement and demolition project (City Project No. 25-18). Demolition was substantially completed in November 2025. The parent parcels contain the following existing easements that will be vacated and reestablished with the final plat. • Drainage and Utility easements; in favor of the City of Lakeville (Summers Creek plat). • Roadway, Drainage and Utility easement; in favor of the City of Lakeville (Doc. No. 1663539). • Roadway, Drainage and Utility easement; in favor of the City of Lakeville (Doc. No. 1663540). 179th Street (CSAH 9) Dodd Commons is located north of and adjacent to 179th Street (CSAH 9), a Dakota County highway classified as a minor arterial. The 2022 Dakota County Plat Needs Map (rev. 10-27-22) identifies a half right-of-way need of 75 feet. The City is dedicating 6.40 acres for right-of-way over the area currently encumbered by an easement. The Dakota County Plat Commission recommend approval of the preliminary plat on February 12, 2026. 179th Street is a four-lane divided urban highway that was constructed by the County in 2023 (City Project 23-04) in partnership with the City. There is no planned access to 179th Street and there are no construction improvements proposed with the plat. DODD COMMONS – PRELIMINARY PLAT FEBRUARY 23, 2026 PAGE 3 OF 7 Cedar Avenue (CSAH 23) Dodd Commons is located west of and adjacent to Cedar Avenue (CSAH 23), a Dakota County highway classified as a principal arterial. The 2022 Dakota County Plat Needs Map (rev. 10-27- 22) Identifies a half right-of-way need of 100 feet. The City is dedicating 0.47 acres for right-of- way over the area currently encumbered by an easement. The Dakota County Plat Commission recommend approval of the preliminary plat on February 12, 2026. Cedar Avenue is a four-lane divided urban highway. There is no planned access to Cedar Avenue and there is no construction improvements proposed with the plat. The plat east of and adjacent to the Dodd Commons (Double E Crossings), includes temporary right-in/right-out access to CSAH 23. This access will be removed upon the occurrence of any of the following: • When access is provided to the site from a connection to 179th Street (CSAH 9). • If development of the adjacent parcel to the west occurs without connection to the 179th Street alignment. • At the direction of the Dakota County Board of Commissioners when traffic or safety conditions warrant. Connection to the access will be addressed when Outlot C develops into lots and blocks. Local Roads (Dodd Boulevard and Granby Lane) Dodd Commons is located south of and adjacent to Dodd Boulevard, a City roadway classified as a major collector. Dodd Boulevard is a two-lane divided urban highway that was constructed by the County in 2023 (City Project 23-04) in partnership with the City. There are two planned accesses to Dodd Boulevard, but no other construction improvements proposed with the plat. Dodd Commons is located east of and adjacent to Granby Lane, a City roadway classified as a minor collector. Granby Lane is a two-lane undivided urban road that was constructed by the County in 2023 (City Project 23-04) in partnership with the City. There is one planned access to Granby Lane, but no other construction improvements proposed with the plat. Any proposed modifications to curb, pavement, boulevard, sidewalk, or other improvements within the public right-of-way shall be reviewed and approved with final construction plans. Street A Development of Dodd Commons includes the construction of Street A. Street A is designed as 32-foot-wide urban roadway with a sidewalk along one side, within 60-foot right-of-way. The street is designed to provide safe and logical access to all proposed lots. A temporary cul-de- sac will be constructed for future extension with the development of Outlot C. DODD COMMONS – PRELIMINARY PLAT FEBRUARY 23, 2026 PAGE 4 OF 7 SITE PLAN Lot 1 includes the construction of Fire Station No. 2. The parking area is adequately sized to allow circulation in and out of the site and complies with fire access requirements. A driveway connection to Granby Lane and a driveway connection to Street A provide access to the parking area. Outlot B contains an existing water tower. An existing driveway connection to Granby Lane provides access to the water tower. A future connection to Street A is anticipated when Outlot C develops into lots and blocks. There will be one gravel access entrance for construction vehicles. Staging areas will be confined to Lot 1 and approved Outlot areas. Construction entrances shall be stabilized with gravel or temporary pavement to minimize sediment tracking onto public roads. Any temporary closures, traffic control, or maintenance of County/City roads shall comply with Dakota County and City of Lakeville standards and permits. The Dodd Commons site does not include any neighborhood parks as identified in the City’s Parks, Trails, and Open Space Plan. Park Dedication for the developable outlots shall be collected at the time Outlot C is platted into lots and blocks. Five-foot-wide concrete sidewalks will be installed along one side of Street A. Sidewalk connections will provide access to all lots, the fire station, and the stormwater management area. A pedestrian trail connection from Dodd Boulevard to the proposed site entrances shall be provided to integrate with existing City and County trail systems. Any bituminous trail improvements shall be constructed by the Developer. All pedestrian crossings, ramps, and trails will meet current ADA accessibility standards. Sidewalks and trails will be maintained by the City once public dedication is accepted. SANITARY SEWER Dodd Commons is located primarily within subdistrict NC-20685 of the North Creek sanitary sewer district. Wastewater will be conveyed through City sanitary sewer to a MCES interceptor sewer (3-LV-610) monitored by meter M643A. Wastewater treatment is provided by the Empire Wastewater Treatment Facility. DODD COMMONS – PRELIMINARY PLAT FEBRUARY 23, 2026 PAGE 5 OF 7 Development of Dodd Commons includes the construction of public sanitary sewer. 8-inch sanitary sewer will connect from an existing manhole located at the southeast corner of the site adjacent to Cedar Avenue. The Sanitary Sewer Availability Charge has not been collected on the parent parcels and shall be collected at the time Outlot C is platted into lots and blocks. The fee is based on the rate in effect at the time of final plat approval. Development of Dodd Commons includes the construction of public watermain. 8-inch watermain will extend within the subdivision from an existing stub located within G, south of Dodd Boulevard. Any existing overhead utility lines comply with the requirements of the City’s Public Ways and Property Ordinance. Dodd Commons is located within subdistrict FO-049.2 of the Farmington Outlet stormwater district. Development of Dodd Commons includes the construction of a stormwater management basin located in Outlot A. The basin will provide water quality treatment and rate control of stormwater runoff generated from the site. Stormwater runoff will be conveyed to the basin via the proposed storm sewer system prior to discharge. The stormwater management design is consistent with the City’s stormwater management ordinance and applicable watershed requirements. The final grading plan shall identify all fill lots in which building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan are submitted and approved by City staff. Dodd Commons contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required by the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. DODD COMMONS – PRELIMINARY PLAT FEBRUARY 23, 2026 PAGE 6 OF 7 STORM SEWER Development of Dodd Commons includes the construction of public storm sewer systems. Storm sewer will be constructed within the subdivision to collect and convey stormwater runoff generated from within the public right-of-way and lots to the public stormwater management basin located within Outlot A. Draintile construction is required in areas of non-granular soils within Dodd Commons for the street subgrade and lots. Any additional draintile construction, including perimeter draintile required for building footings, deemed necessary during construction by the City shall be the developer’s responsibility to install and finance. The Storm Sewer Charge has not been collected on the parent parcels and shall be paid by Outlot C when it is platted into lots and blocks. The fee is based on the rate in effect at the time of final plat approval. Dodd Commons is shown on the Flood Insurance Rate Map (Map No. 27037C0203E; Eff. Date 12/2/2011) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. A wetland delineation was completed for the site. No wetlands were found to be in the project boundaries. The Tree Preservation Plan submitted with the Dodd Commons preliminary plat identifies 1,508 inches of significant trees located with the project boundaries. As a Mixed Use, Commercial, Industrial, or Special District, the tree removal threshold is 70%. Due to grading and site development requirements, the plan proposes to remove all trees onsite. Prior to final plat consideration, the Tree Protection Schedule and the Existing Tree Replacement Requirements table calculations provided on sheet L1.2 must be updated and resubmitted. Trees in the Tree Protection Schedule will need to be categorized as Common, Conifer, Hardwood Deciduous, or Invasive prior to calculating the number of removed inches and replacement requirements. No trees are identified for protection within the project site. DODD COMMONS – PRELIMINARY PLAT FEBRUARY 23, 2026 PAGE 7 OF 7 LANDSCAPING The landscape plan may need to be updated following the calculations of the Tree Preservation Plan. The species selections and layout are appropriate. A Site-Specific Stormwater Pollution Prevention Plan (SWPPP) must be submitted and approved) prior to any land disturbance. The SWPPP must clearly outline all erosion and sediment control Best Management Practices (BMPs) and document any modifications during construction. Additional erosion and sediment control measures may be required during construction as deemed necessary by City staff. All measures must be installed, maintained, and removed once the site is stabilized. Engineering recommends approval of the preliminary plat, grading and erosion control plan, tree preservation, landscape, and utility plan for Dodd Commons, subject to the requirements and stipulations within this report. City of Lakeville Site Location Map Dodd Commons PrePlat, CUP, & Easement Vacation 181ST ST CE D A R A V E ( C S A H 2 3 ) Subject Property 179TH ST (CSAH 9) ± GREENWICH WAY HAMBURG AVE 175TH ST GLACIER WAY DODD BLV D 173RD ST 182ND ST Central Maintenance Facility City of Lakeville Dodd Commons Pre Plat & CUP EXHIBIT B SUBJECT PROPERTY S 73°23'51 " W 9 2 5 . 8 2 N 89°55'11" E 764.17 60 . 0 0 41 7 . 5 6 31.58 732.59 N 0 0 ° 5 3 ' 2 4 " W 11 2 . 4 3 WEST LINE OF THE NE 1/4 OF THE SE 1/4 SEC. 9, TWP 114, RNG 20 SOUTH LINE OF THE NE 1/4 OF THE SE 1/4 SEC. 9, TWP 114, RNG 20 EAST LINE OF THE NE 1/4 OF THE SE 1/4 SEC. 9, TWP 114, RNG 20 PARCEL 2 PARCEL 1 110 10 75 100 EAST LINE OF THE NE 1/4 OF THE SE 1/4 OFSEC. 9, TWP 114, RNG 20 OWNER: DAVID A. FISHER &CAROL L. FISHER, MARRIEDPID's: 22-00900-79-011 OWNER: DAKOTA ELECTRIC ASSNPID: 22-00900-79-014 OWNER: CITY OF LAKEVILLEPID: 22-00900-81-010 OWNER: CITY OF LAKEVILLE PID: 22-21225-00-010 OWNER: LAKEVILLE DIALYSISREAL ESTATE, LLC. PID: 22-21227-01-010 OWNER: CONTINENTAL 476 FUND, LLC.PID: 22-71397-01-010 OWNER: WOODBURY LAND, LLC. PID: 22-19550-01-020 SW CORNER OF THE NE 1/4 OF THE SE 1/4 OF SEC. 9, T114, R20 SE CORNER OF THE NE 1/4 OF THE SE 1/4 OFSEC. 9, TWP 114, RNG 20 WEST FIELD EDGE SOUTH FIELD EDGE EAST FIELD EDGE NORTH FIELD EDGE FIELD EDGE FIELD EDGE 10 10 1030 30 30 BUILDINGSETBACK BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK EXCEPTION S 0 1 ° 0 2 ' 2 6 " E 13 0 4 . 3 4 ( D E E D 1 3 0 4 . 3 6 ) POINT OF BEGINNING OFEXCEPTION - NE CORNER OF THE NE 1/4 OF THE SE 1/4 OF SEC. 9,TWP 114, RNG 20, DAKOTA COUNTY ALUMINUM MONUMENT EXCEPTION EXCEPTION N 0 1 ° 0 2 ' 2 6 " W 9 1 0 . 4 6 (D E E D 9 1 0 . 6 3 ) CENTERLIN E P E R D A K O T A COUNTY H I G H W A Y RIGHT-OF- W A Y M A P 4 9 0 CENTE R L I N E O F D O D D BOULE V A R D A S O R I G I N A L L Y CONST R U C T E D P E R D A K O T A COUN T Y H I G H W A Y RIGHT - O F - W A Y M A P 6 7 50 50 135 OWNER: DAVID A. FISHER & CAROL L. FISHER, MARRIED PID's: 22-73370-00-070 PE R M A N E N T E A S E M E N T F O R PU B L I C R O A D W A Y P U R P O S E S IN F A V O R O F T H E C I T Y O F LA K E V I L L E P E R D O C . 1 6 6 5 3 9 PERMANENT EASEMENT FOR PUBLIC ROADWAY PURPOSES IN FAVOR OF THE CITY OFLAKEVILLE PER DOC. 166540 PERMANENT 20' EASEMENT FOR PUBLIC WATER MAIN PURPOSES INFAVOR OF THE CITY OF LAKEVILLEPER DOC. 2396879 HIGHWAY R I G H T O F W A Y PER DAKOT A C O U N T Y M A P 490, DOC. 3 5 0 5 8 0 3 10' DRAINAGE AND UTILITY EASEMENT PER PLAT OF SUMMERS CREEK DRAINAGE AND UTILITY EASEMENT PER DOC. 3509250 PERMANENT HIGHWAY EASEMENT PER DOC. 3509251 HIGHWAY RIGHT OF WAYPER DAKOTA COUNTY MAP490, DOC. 3505803 CULTIVATED FIELD 60 120 110 135 50 60 51 . 9 1 POINT OF B E G I N N I N G O F E X C E P T I O N - N E CORNER O F T H E N E 1 / 4 O F T H E S E 1 / 4 O F SEC. 9, TW P 1 1 4 , R N G 2 0 , D A K O T A COUNTY AL U M I N U M M O N U M E N T 674.36 (674.8 2 ) SET NAIL & DISC SET NAIL & DISC DAKOTA C O U N T Y 1.5" R/W C A P 1/ 2 " I P - L S 1 7 7 6 5 76 9 . 7 6 N 0 1 ° 0 2 ' 2 6 " W 8 3 3 . 6 7 PERMANEN T 2 0 ' E A S E M E N T F O R PUBLIC WA T E R M A I N P U R P O S E S I N FAVOR OF T H E C I T Y O F L A K E V I L L E PER DOC. 2 3 9 6 8 8 1 1/2" IP OPEN 1/2" IP - LS 2672X 1/2" IP - LS 2 6 7 2 4 NORTHERL Y R I G H T - O F - W A Y L I N E O F DAKOTA CO U N T Y R I G H T - O F - W A Y M A P 6 7 EXCEPTION PER DOC. NO. 1624609 EXCEPTION PER DOC. N O . 1 6 2 4 6 1 0 SEE SURVE Y O R S N O T E 7 N 1 6 ° 3 6 ' 0 8 " W 4 7 7 . 5 6 TEMPORARY EASEMENT FOR UTILITYPURPOSES IN FAVOR OF THE CITY OFLAKEVILLE PER DOC. 2423000 S 73°23'52 " W 6 9 3 . 0 0 S 16°36'08" E 10.00 S 73°23'48 " W 2 1 8 . 9 0 L=117.24 R=1491.29 Δ=4°30'16" 12 12 21 18 14 18 A 22 19 13 EXCEPTION SOUTH 12' >>>>>>>>>> > > > > > > >>>>>>>>>> P STRM (INV) ELEV=1019.40 CG M PHH H STRM (INV)ELEV=1026.40 P HM EC FH F P VPP M C CC M M P P M MVV l l l l l l l l E E E E E E E 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 X OU OU OU OU OU OU BITUMINO U S BIT U M I N O U S CONCRETE LAND S C A P I N G CONCRETE STAIRSDECK BUILDING BUILDING BUILDING BU I L D I N G CONCRETE CONCRETE CONCRETE BI T U M I N O U S BITUMINOUS BI T U M I N O U S DECK PROPANE TANKBIT U M I N O U S GRAVEL DODD BOU L E V A R D BITUMINO U S BIT U M I N O U S GR A N B Y L A N E F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F ll l l l l l l l l l l l l l l l l l l l l E E E E E E E E E E E E E E E E E E E E OE OE E E E E E E E E E WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS BITUMINO U S T R A I L BITUMINO U S T R A I L BITUMINO U S T R A I L BIT U M I N O U S T R A I L BIT U M I N O U S T R A I L BIT U M I N O U S T R A I L BIT U M I N O U S T R A I 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 F F F F F F F F F F F G G W S MH SSWRR=1028.08 E (10INCH CLAY) N (10inch CLAY) S (10INCH CLAY) 1014.63 1000.86 INV: INV:1010.06INV:INV:INV: INV: >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >>>> >> >> >> >> >> >> >> >> >> >> >> CE D A R A V E N U E l l l l l (P U B L I C W A Y ) (PUBLIC W A Y ) (P U B L I C W A Y ) GRAPHITE L A N E (PUBLIC W A Y ) FEST ELEV=1019.52 FEST ELEV=1026.41 CB R=1032.65 N (12INCH RCP)1030.40INV:INV:INV:INV:INV:INV: CB R=1013.48 E (15INCH RCP) NW (15inch RCP)1008.16 1008.16 INV:INV:INV:INV:INV: INV: CBR=1021.25 E (15INCH RCP)1017.37INV:INV:INV:INV:INV:INV: CB R=1013.39 W (15INCH RCP) N (15inch RCP)1009.26 1009.17 INV:INV:INV:INV:INV: INV: CBR=1021.21 S (15INCH RCP) W (15inch RCP) NE (18INCH RCP) 1017.26 1017.17 INV: INV:1017.25INV:INV:INV: INV: CBR=1029.65 NW (18INCH RCP) E (15inch RCP) N (15INCH RCP) 1026.10 1026.00 INV: INV:1026.10INV:INV:INV: INV: CBR=1029.87 W (15INCH RCP) E (15inch RCP) N (6INCH PVC) SE (6inch PVC) 1026.42 1026.32 INV: INV:1027.42 INV:1027.47INV:INV: INV: CBR=1030.72 W (15INCH RCP) E (15inch RCP) NW (6INCH PVC) 1026.90 1026.80 INV: INV:1027.20INV:INV:INV: INV: CB R=1033.28 W (15INCH RCP)1029.56INV:INV:INV:INV:INV:INV: CBR=1035.17 E (18INCH RCP)1031.42INV:INV:INV:INV:INV:INV: CBR=1031.71 S (12INCH RCP)1028.59INV:INV:INV:INV:INV:INV: CBR=1029.99 N (15INCH RCP) S (6inch PVC)1027.27 1026.49 INV:INV:INV:INV:INV: INV: S 89°55'49" W 554.11 12224 NICOLLET AVENUEBURNSVILLE, MN 55337 (952) 890-0509 R SCALE IN FEET 0 50 100 H:\LAKV\25X139279000\CAD\C3D\139279V_ALTA_02.dwg 8/22/2025 11:23 AM ©Bolton & Menk, Inc. 2025, All Rights Reserved JOB NUMBER:FIELD BOOK:DRAWN BY: FOR: ALTA/NSPS LAND TITLE SURVEY17622 DODD BOULEVARD LAKEVILLE, MN 55044 THAT PART OF THE NE 1/4 OF THE SE 1/4 OF SEC. 9, T114N, R20W, AND OUTLOT G, SUMMERS CREEK, DAKOTA COUNTY, MINNESOTA CITY OF LAKEVILLE, MN DAKOTA COUNTY 25X139279000 MMB S09-T114N-R20W-41,42 R BUSH CATCH BASIN CURB STOP CATCH BASIN CLEAN OUT FLARED END / APRON HANDHOLE FIRE HYDRANT MAILBOX MANHOLE-ELECTRIC MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATION MANHOLE-UTILITY PEDESTAL-ELECTRIC PEDESTAL-COMMUNICATION VALVE POST INDICATOR LIGHT POLE POLE-UTILITY TREE-DECIDUOUS SIGN TRAFFIC WATER SPIGOT TREE STUMP TRANSFORMER-ELECTRIC TREE-DEAD VALVE WELL TREE-CONIFEROUS GUY WIRE ANCHOR MANHOLE-WATER CULVERT END E WS G E S D U W C C VENT METER AIR CONDITIONERAC UTILITY MARKER-COMMUNICATION VALVE VAULT YARD HYDRANTY P PAVEMENT MARKING U BOLLARDB CLVT SIGN NON TRAFFIC MONUMENT FOUND - TYPE AS NOTED BENCH MARK IRON PIPE MONUMENT SET - LS 57991 CAST IRON MONUMENT FOUND STONE MONUMENT FOUND CONTROL POINT ELECTRIC UNDERGROUND GAS UNDERGROUND COMMUNICATION UNDERGROUND FIBER UNDERGROUND OVERHEAD UTILITY WATER SYSTEM STORM SEWER SANITARY SEWER TILE LINE INTERMEDIATE CONTOUR INDEX CONTOUR SIXTEENTH LINE QUARTER LINE SECTION LINE>>>>>> OVERHEAD COMMUNICATION OVERHEAD ELECTRIC >> >> C C E E F F G G OU OC OE l l EASEMENT ADJACENT BUILDING SETBACK FENCE CENTERLINE RIGHT OF WAY X X X X EDGE OF BUSHES WETLAND EDGE CURB & GUTTER EDGE OF TREES C E F G V UTILITY VAULT UTILITY MARKER-FIBER UTILITY MARKER-GAS UTILITY MARKER-ELECTRIC UTILITY MARKER VAULT RETAINING WALL H V V CO M POST OVERFLOW CONTROL STRUCTURE TREE-PALM LEGEND SHEET 2 OF 2 SHEETS IRRIGATION VALVE BOX UNLESS OTHERWISE NOTED EXHIBIT C S 73°23'51 " W 9 2 5 . 8 2 N 89°55'11" E 764.17 60 . 0 0 41 7 . 5 6 31.58 732.59 N 0 0 ° 5 3 ' 2 4 " W 11 2 . 4 3 WEST LINE OF THE NE 1/4 OF THE SE 1/4 SEC. 9, TWP 114, RNG 20 SOUTH LINE OF THE NE 1/4 OF THE SE 1/4 SEC. 9, TWP 114, RNG 20 EAST LINE OF THE NE 1/4 OF THE SE 1/4 SEC. 9, TWP 114, RNG 20 PARCEL 2 PARCEL 1 110 10 75 100 EAST LINE OF THE NE 1/4 OF THE SE 1/4 OFSEC. 9, TWP 114, RNG 20 OWNER: DAVID A. FISHER &CAROL L. FISHER, MARRIEDPID's: 22-00900-79-011 OWNER: DAKOTA ELECTRIC ASSNPID: 22-00900-79-014 OWNER: CITY OF LAKEVILLEPID: 22-00900-81-010 OWNER: CITY OF LAKEVILLE PID: 22-21225-00-010 OWNER: LAKEVILLE DIALYSISREAL ESTATE, LLC. PID: 22-21227-01-010 OWNER: CONTINENTAL 476 FUND, LLC.PID: 22-71397-01-010 OWNER: WOODBURY LAND, LLC. PID: 22-19550-01-020 SW CORNER OF THE NE 1/4 OF THE SE 1/4 OF SEC. 9, T114, R20 SE CORNER OF THE NE 1/4 OF THE SE 1/4 OFSEC. 9, TWP 114, RNG 20 WEST FIELD EDGE SOUTH FIELD EDGE EAST FIELD EDGE NORTH FIELD EDGE FIELD EDGE FIELD EDGE 10 10 1030 30 30 BUILDINGSETBACK BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK EXCEPTION S 0 1 ° 0 2 ' 2 6 " E 13 0 4 . 3 4 ( D E E D 1 3 0 4 . 3 6 ) POINT OF BEGINNING OFEXCEPTION - NE CORNER OF THE NE 1/4 OF THE SE 1/4 OF SEC. 9,TWP 114, RNG 20, DAKOTA COUNTY ALUMINUM MONUMENT EXCEPTION EXCEPTION N 0 1 ° 0 2 ' 2 6 " W 9 1 0 . 4 6 (D E E D 9 1 0 . 6 3 ) CENTERLIN E P E R D A K O T A COUNTY H I G H W A Y RIGHT-OF- W A Y M A P 4 9 0 CENTE R L I N E O F D O D D BOULE V A R D A S O R I G I N A L L Y CONST R U C T E D P E R D A K O T A COUN T Y H I G H W A Y RIGHT - O F - W A Y M A P 6 7 50 50 135 OWNER: DAVID A. FISHER & CAROL L. FISHER, MARRIED PID's: 22-73370-00-070 PE R M A N E N T E A S E M E N T F O R PU B L I C R O A D W A Y P U R P O S E S IN F A V O R O F T H E C I T Y O F LA K E V I L L E P E R D O C . 1 6 6 5 3 9 PERMANENT EASEMENT FOR PUBLIC ROADWAY PURPOSES IN FAVOR OF THE CITY OFLAKEVILLE PER DOC. 166540 PERMANENT 20' EASEMENT FOR PUBLIC WATER MAIN PURPOSES INFAVOR OF THE CITY OF LAKEVILLEPER DOC. 2396879 HIGHWAY R I G H T O F W A Y PER DAKOT A C O U N T Y M A P 490, DOC. 3 5 0 5 8 0 3 10' DRAINAGE AND UTILITY EASEMENT PER PLAT OF SUMMERS CREEK DRAINAGE AND UTILITY EASEMENT PER DOC. 3509250 PERMANENT HIGHWAY EASEMENT PER DOC. 3509251 HIGHWAY RIGHT OF WAYPER DAKOTA COUNTY MAP490, DOC. 3505803 CULTIVATED FIELD 60 120 110 135 50 60 51 . 9 1 POINT OF B E G I N N I N G O F E X C E P T I O N - N E CORNER O F T H E N E 1 / 4 O F T H E S E 1 / 4 O F SEC. 9, TW P 1 1 4 , R N G 2 0 , D A K O T A COUNTY AL U M I N U M M O N U M E N T 674.36 (674.8 2 ) SET NAIL & DISC SET NAIL & DISC DAKOTA C O U N T Y 1.5" R/W C A P 1/ 2 " I P - L S 1 7 7 6 5 76 9 . 7 6 N 0 1 ° 0 2 ' 2 6 " W 8 3 3 . 6 7 PERMANEN T 2 0 ' E A S E M E N T F O R PUBLIC WA T E R M A I N P U R P O S E S I N FAVOR OF T H E C I T Y O F L A K E V I L L E PER DOC. 2 3 9 6 8 8 1 1/2" IP OPEN 1/2" IP - LS 2672X 1/2" IP - LS 2 6 7 2 4 NORTHERL Y R I G H T - O F - W A Y L I N E O F DAKOTA CO U N T Y R I G H T - O F - W A Y M A P 6 7 EXCEPTION PER DOC. NO. 1624609 EXCEPTION PER DOC. N O . 1 6 2 4 6 1 0 SEE SURVE Y O R S N O T E 7 N 1 6 ° 3 6 ' 0 8 " W 4 7 7 . 5 6 TEMPORARY EASEMENT FOR UTILITYPURPOSES IN FAVOR OF THE CITY OFLAKEVILLE PER DOC. 2423000 S 73°23'52 " W 6 9 3 . 0 0 S 16°36'08" E 10.00 S 73°23'48 " W 2 1 8 . 9 0 L=117.24 R=1491.29 Δ=4°30'16" 12 12 21 18 14 18 A 22 19 13 EXCEPTION SOUTH 12' >>>>>>>>>> > > > > > > >>>>>>>>>> P STRM (INV) ELEV=1019.40 CG M PHH H STRM (INV)ELEV=1026.40 P HM EC FH F P VPP M C CC M M P P M MVV l l l l l l l l E E E E E E E 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 X OU OU OU OU OU OU BITUMINO U S BIT U M I N O U S CONCRETE LAND S C A P I N G CONCRETE STAIRSDECK BUILDING BUILDING BUILDING BU I L D I N G CONCRETE CONCRETE CONCRETE BI T U M I N O U S BITUMINOUS BI T U M I N O U S DECK PROPANE TANKBIT U M I N O U S GRAVEL DODD BOU L E V A R D BITUMINO U S BIT U M I N O U S GR A N B Y L A N E F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F ll l l l l l l l l l l l l l l l l l l l l E E E E E E E E E E E E E E E E E E E E OE OE E E E E E E E E E WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS WOODS BITUMINO U S T R A I L BITUMINO U S T R A I L BITUMINO U S T R A I L BIT U M I N O U S T R A I L BIT U M I N O U S T R A I L BIT U M I N O U S T R A I L BIT U M I N O U S T R A I 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 F F F F F F F F F F F G G W S MH SSWRR=1028.08 E (10INCH CLAY) N (10inch CLAY) S (10INCH CLAY) 1014.63 1000.86 INV: INV:1010.06INV:INV:INV: INV: >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >>>> >> >> >> >> >> >> >> >> >> >> >> CE D A R A V E N U E l l l l l (P U B L I C W A Y ) (PUBLIC W A Y ) (P U B L I C W A Y ) GRAPHITE L A N E (PUBLIC W A Y ) FEST ELEV=1019.52 FEST ELEV=1026.41 CB R=1032.65 N (12INCH RCP)1030.40INV:INV:INV:INV:INV:INV: CB R=1013.48 E (15INCH RCP) NW (15inch RCP)1008.16 1008.16 INV:INV:INV:INV:INV: INV: CBR=1021.25 E (15INCH RCP)1017.37INV:INV:INV:INV:INV:INV: CB R=1013.39 W (15INCH RCP) N (15inch RCP)1009.26 1009.17 INV:INV:INV:INV:INV: INV: CBR=1021.21 S (15INCH RCP) W (15inch RCP) NE (18INCH RCP) 1017.26 1017.17 INV: INV:1017.25INV:INV:INV: INV: CBR=1029.65 NW (18INCH RCP) E (15inch RCP) N (15INCH RCP) 1026.10 1026.00 INV: INV:1026.10INV:INV:INV: INV: CBR=1029.87 W (15INCH RCP) E (15inch RCP) N (6INCH PVC) SE (6inch PVC) 1026.42 1026.32 INV: INV:1027.42 INV:1027.47INV:INV: INV: CBR=1030.72 W (15INCH RCP) E (15inch RCP) NW (6INCH PVC) 1026.90 1026.80 INV: INV:1027.20INV:INV:INV: INV: CB R=1033.28 W (15INCH RCP)1029.56INV:INV:INV:INV:INV:INV: CBR=1035.17 E (18INCH RCP)1031.42INV:INV:INV:INV:INV:INV: CBR=1031.71 S (12INCH RCP)1028.59INV:INV:INV:INV:INV:INV: CBR=1029.99 N (15INCH RCP) S (6inch PVC)1027.27 1026.49 INV:INV:INV:INV:INV: INV: S 89°55'49" W 554.11 12224 NICOLLET AVENUEBURNSVILLE, MN 55337 (952) 890-0509 R SCALE IN FEET 0 50 100 H:\LAKV\25X139279000\CAD\C3D\139279V_ALTA_02.dwg 8/22/2025 11:23 AM ©Bolton & Menk, Inc. 2025, All Rights Reserved JOB NUMBER:FIELD BOOK:DRAWN BY: FOR: ALTA/NSPS LAND TITLE SURVEY17622 DODD BOULEVARD LAKEVILLE, MN 55044 THAT PART OF THE NE 1/4 OF THE SE 1/4 OF SEC. 9, T114N, R20W, AND OUTLOT G, SUMMERS CREEK, DAKOTA COUNTY, MINNESOTA CITY OF LAKEVILLE, MN DAKOTA COUNTY 25X139279000 MMB S09-T114N-R20W-41,42 R BUSH CATCH BASIN CURB STOP CATCH BASIN CLEAN OUT FLARED END / APRON HANDHOLE FIRE HYDRANT MAILBOX MANHOLE-ELECTRIC MANHOLE-GAS MANHOLE-SANITARY SEWER MANHOLE-STORM SEWER MANHOLE-COMMUNICATION MANHOLE-UTILITY PEDESTAL-ELECTRIC PEDESTAL-COMMUNICATION VALVE POST INDICATOR LIGHT POLE POLE-UTILITY TREE-DECIDUOUS SIGN TRAFFIC WATER SPIGOT TREE STUMP TRANSFORMER-ELECTRIC TREE-DEAD VALVE WELL TREE-CONIFEROUS GUY WIRE ANCHOR MANHOLE-WATER CULVERT END E WS G E S D U W C C VENT METER AIR CONDITIONERAC UTILITY MARKER-COMMUNICATION VALVE VAULT YARD HYDRANTY P PAVEMENT MARKING U BOLLARDB CLVT SIGN NON TRAFFIC MONUMENT FOUND - TYPE AS NOTED BENCH MARK IRON PIPE MONUMENT SET - LS 57991 CAST IRON MONUMENT FOUND STONE MONUMENT FOUND CONTROL POINT ELECTRIC UNDERGROUND GAS UNDERGROUND COMMUNICATION UNDERGROUND FIBER UNDERGROUND OVERHEAD UTILITY WATER SYSTEM STORM SEWER SANITARY SEWER TILE LINE INTERMEDIATE CONTOUR INDEX CONTOUR SIXTEENTH LINE QUARTER LINE SECTION LINE>>>>>> OVERHEAD COMMUNICATION OVERHEAD ELECTRIC >> >> C C E E F F G G OU OC OE l l EASEMENT ADJACENT BUILDING SETBACK FENCE CENTERLINE RIGHT OF WAY X X X X EDGE OF BUSHES WETLAND EDGE CURB & GUTTER EDGE OF TREES C E F G V UTILITY VAULT UTILITY MARKER-FIBER UTILITY MARKER-GAS UTILITY MARKER-ELECTRIC UTILITY MARKER VAULT RETAINING WALL H V V CO M POST OVERFLOW CONTROL STRUCTURE TREE-PALM LEGEND SHEET 2 OF 2 SHEETS IRRIGATION VALVE BOX UNLESS OTHERWISE NOTED EXHIBIT D L=2.04R=1491.29 Δ=0°04'42" S 1 6 ° 5 2 ' 0 6 " E 5 2 0 . 4 3 L=117.24 R=1491.29 Δ=4°30'16"CH=117.21CB=N 16°31'08" W S 0 1 ° 0 2 ' 2 6 " E 1 3 0 4 . 3 4 ( 1 3 0 4 . 3 6 D E E D ) WEST LINE OF THE NE 1/4 OF SE 1/4 SEC. 9, TWP 114, RNG 20 SOUTH LINE OF THE NE 1/4 OF SE 1/4 SEC. 9, TWP 114, RNG 20 EAST LINE OF THE NE 1/4 OF SE 1/4 SEC. 9, TWP 114, RNG 20 EA S T L I N E O F T H E N E 1 / 4 O F T H E S E 1 / 4 OF S E C . 9 , T W P 1 1 4 , R N G 2 0 OWNER: DAKOTA ELECTRIC ASSNPID: 22-00900-79-014 OWNER: CITY OF LAKEVILLEPID: 22-00900-81-010 OW N E R : C I T Y O F L A K E V I L L E PI D : 2 2 - 2 1 2 2 5 - 0 0 - 0 1 0 OWNER: LAKEVILLE DIALYSIS REAL ESTATE, LLC PID: 22-21227-01-010 OWNER: CONTINENTAL 476 FUND, LLCPID: 22-71397-01-010 OWNER: WOODBURY LAND, LLCPID: 22-19550-01-020 SW CORNER OF THE NE 1/4 OF THE SE 1/4 OF SEC. 9, T114, R20 SE C O R N E R O F T H E N E 1 / 4 OF T H E S E 1 / 4 O F S E C . 9 , TW P 1 1 4 , R N G 2 0 MIN . B U I L D I N G SE T B A C K ( T Y P ) PO I N T O F B E G I N N I N G O F EX C E P T I O N - N E C O R N E R O F T H E NE 1 / 4 O F T H E S E 1 / 4 O F S E C . 9 , TW P 1 1 4 , R N G 2 0 , D A K O T A CO U N T Y A L U M I N U M M O N U M E N T CENTERLIN E P E R D A K O T A C O U N T Y RIGHT OF W A Y M A P 4 9 0 CENTERLIN E O F D O D D B O U L E V A R D A S ORIGINALL Y C O N S T R U C T E D P E R D A K O T A COUNTY H I G H W A Y R I G H T - O F - W A Y M A P 6 7 EASEMENT F O R P U B L I C ROADWAY P U R P O S E S I N FAVOR OF T H E C I T Y O F LAKEVILLE P E R D O C . 1 6 6 5 3 9 EASEMENT FOR PUBLIC ROADWAY PURPOSES IN FAVOR OF THE CITY OF LAKEVILLE PER DOC. 166540 20' EASEMENT FOR PUBLIC WATERMAIN PURPOSES IN FAVOR OF THE CITY OF LAKEVILLE PER DOC. 2396879 DR A I N A G E & U T I L I T Y E A S E M E N T PE R P L A T O F S U M M E R S C R E E K DR A I N A G E & U T I L I T Y EA S E M E N T P E R D O C . 3 5 0 9 2 5 0 HIGHWAY EASEMENT IN FAVOR OF THE CITY OF LAKEVILLE PER DOC. 3509251 POINT OF B E G I N N I N G O F E X C E P T I O N - N E C O R N E R OF THE NE 1 / 4 O F T H E S E 1 / 4 O F S E C . 9 , T W P 1 1 4 , RNG 20, D A K O T A C O U N T Y A L U M I N U M M O N U M E N T MAG NAIL & DISC LIC 57991 1/2" IP - LS 17765 20' EASEM E N T F O R P U B L I C W A T E R M A I N P U R P O S E S I N FAVOR OF T H E C I T Y O F L A K E V I L L E P E R D O C . 2 3 9 6 8 8 1 1/2" IP OPEN 1/2" IP - LS 2672X 1/2" IP - LS 2 6 7 2 4 NORTHERL Y R I G H T - O F - W A Y L I N E O F DAKOTA C O U N T Y R I G H T - O F - W A Y M A P 6 7 EXCEPTIONPER DOC. NO. 1624609 EXCEPTION PER DOC. N O . 1 6 2 4 6 1 0 SEE SURVE Y O R S N O T E 7 TEMPORARY EASEMENT FOR UTILITY PURPOSES IN FAVOROF THE CITY OF LAKEVILLEPER DOC. 2423000 SOUTH 12' 30 . 0 0 30 . 0 0 N 73 ° 0 7 ' 3 6 " E 35. 9 0 1/2" IP - LS 5 7 9 9 1 MA G N A I L & D I S C LIC 5 7 9 9 1 1/2" IP - LS 5 7 9 9 1 1/ 2 " I P - L S 5 7 9 9 1 1/2" IP - LS 57991 1/ 2 " I P - L S 5 7 9 9 1 NORTH LINE OF THE SE 1/4 OF SE 1/4 SEC. 9, TWP 114, RNG 20 EA S T L I N E O F T H E S E 1 / 4 O F SE 1 / 4 S E C . 9 , T W P 1 1 4 , R N G 2 0 WEST LINE OF THE SE 1/4 OF SE 1/4 SEC. 9, TWP 114, RNG 20 BLOCK 1 LOT 1 OUTLOT A OUTLOT B OUTLOT C 10 1010 10 10 5 5 10 10 10 10 DAKOTA C O . R/W CAP OWNER: CITY OF LAKEVILLEPID: 22-17052-00-010 E X C E P T I O N OW N E R : S C P 2 0 0 6 - C 2 3 - 1 8 0 - L L C PI D : 2 2 - 2 1 2 2 5 - 0 1 - 0 1 0 OW N E R : B R I G H T S I D E I N V E S T M E N T S R E L L C PI D : 2 2 - 2 1 2 2 6 - 0 1 - 0 1 0 OWNER: CHILDRENS DENTALPROPERTIES LLCPID: 22-21228-01-010 OWNER: CITY OF LAKEVILLE PID: 22-00900-81-010 OWNER: CITY OF LAKEVILLEPID: 22-73370-00-050 OWNER: SUMMERS CREEK VILLAS SOUTH HOA PID: 22-73371-05-320 OW N E R : C I T Y O F L A K E V I L L E PID : 2 2 - 7 3 3 7 0 - 0 0 - 1 0 0 OWNER: SU M M E R S C R E E K V I L L A S N HOMEOWN E R S A S S O PID: 22-73 3 7 0 - 1 1 - 0 9 0 OWNER: SU M M E R S C R E E K V I L L A S N HOMEOWN E R S A S S O PID: 22-73 3 7 0 - 1 2 - 1 6 0 15 0 15 0 15 0 179TH STREET WESTGRANBY LANE 60 15 0 15 0 50 100 100 50 27 27 12 0 12 0 100 100 75 75 100 100 100 100 12 5 75 75 90 90 OW N E R : V E R I D I A N C R E D I T U N I O N PI D : 2 2 - 4 7 6 0 5 - 0 1 - 0 1 0 OW N E R : L A K E V I L L E 2 0 0 4 L L C PI D : 2 2 - 1 8 6 0 0 - 0 1 - 0 1 0 PROPOSED DRAINAGE & UTILITY EASEMENT PROPOSED DRAINAGE & UTILITY EASEMENT MIN . P A R K I N G SE T B A C K ( T Y P ) 30 30 30 30 60 60 50 50 75 60 60 60 75 75 1/2" IP - LS 5 7 9 9 1 1/2" IP - LS 5 7 9 9 1 C.S.A.H NO. 23(CEDAR AVENUE) 674.8 2 ST R E E T A S 73°23'51 " W 9 2 5 . 9 0 51 . 9 0 S 0 1 ° 0 2 ' 2 6 " E 9 1 0 . 6 3 78 1 . 7 9 S 89°55'12" W 554.00 C.S.A.H. N O . 9 (DODD BO U L E V A R D ) S 0 1 ° 0 2 ' 2 6 " E 83 3 . 6 9 SOUTHERLY RIGHT OF WAYLINE OF DAKOTA COUNTYRIGHT OF WAY MAP NO. 490 496.65 47 0 . 3 0 N 73°07'54 " E 60.00 S 1 6 ° 5 2 ' 0 6 " E 2 1 6 . 8 8 20 5 . 5 1 48 1 . 9 4 L=41.55 R=45.00 Δ=52°54'29" L=69.26R=75.00Δ=52°54'47" S 89°55'11" W 384.15 S 0 0 ° 0 4 ' 4 9 " E 1 6 5 . 5 4 S 79°11'14" W 3 9 4 . 0 9 355.54 L=515.83 R=3025.00 Δ=9 °46'13" L=490.25 R=2875.00 Δ=9°46'13" S 88°57'26" W 279.12 S 88°57'26" W 264.12 S 79°11'14" W 3 9 6 . 5 3 L=87.31 R=1423.10 Δ=3°30'55" S 0 1 ° 0 2 ' 2 6 " E 13 . 8 5 S 88°57'34" W 15.00 S 0 1 ° 0 2 ' 2 6 " E 2 7 0 . 1 6 S 88°25'04" W 75.00 S 0 1 ° 0 2 ' 2 6 " E 13 5 . 9 8 S 89°55'12" W 554.00 75.01478.99 41 7 . 5 6 L=115.20R=1491.26Δ=4°25'34"CH=115.17 CB=S 16°28'47" E CH=2.04CB=S 18°43'55" E 60 . 0 0 35.16N 89°47'24" E 4.92 23 4 . 3 5 N 0 8 ° 3 7 ' 3 7 " W 2 6 9 . 5 1 L=18.25R=25.00 Δ=41°49'14" N 73°07'54 " E 2 0 8 . 9 5 136.43 218.90 10.00 105 12224 NICOLLET AVENUEBURNSVILLE, MN 55337 (952) 890-0509 R SCALE IN FEET 0 100 200 H:\LAKV\25X139279000\CAD\C3D\139279V_PLTP_01.dwg 1/28/2026 2:47 PM ©Bolton & Menk, Inc. 2026, All Rights Reserved FOR: DRAWN BY:FIELD BOOK:JOB NUMBER: PRELIMINARY PLATLAKEVILLE, MINNESOTA THAT PART OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE SE 1/4 OF SECTION 9, SECTION 9, TOWNSHIP 114 N, RRANGE. 20 W. DAKOTA COUNTY, MN CITY OF LAKEVILLE 25X.139279 N/A MMB S09-T114-R20-41,44 R R VICINITY MAP 175TH S T W CO. RD. 9 DODD BLV D NW 1/4 NE 1/4 SW 1/4 SE 1 / 4 SITE SECTION 9, TOWNSHIP 114 NORTH, RANGE 20 WEST CE D A R A V E DODD COMMONSPRELIMINARY PLAT OF: LEGAL DESCRIPTION The following was provided in Land Title Inc., Old Republic Title Insurance Company Commitment Number: 714506, Commitment Date: May 19, 2025, at 7:00 a.m., Schedule A. That part of the Northeast Quarter of the Southeast Quarter of Section 9, Township 114 North, Range 20 West, Dakota County, Minnesota, lying and being south of Dodd Boulevard (Dakota County Highway No. 9) as originally constructed according to Dakota County Road Right of Way Map No. 67. Excepting therefrom that part of the Northeast Quarter of the Southeast Quarter of said Section 9 described as follows: Beginning at the Northeast corner of the Northeast Quarter of the Southeast Quarter of said Section 9, said point being in the center of Dodd Boulevard (Dakota County Highway No. 9) as originally constructed; thence Southerly on the east line of said Northeast Quarter of the Southeast Quarter a distance of 1304.36 feet to the north line of the south 12.00 feet of said Northeast Quarter of the Southeast Quarter; thence westerly on the north line of said south 12.00 feet of the Northeast Quarter of the Southeast Quarter a distance of 554.00 feet; thence Northerly, parallel with the East line of said Northeast Quarter of the Southeast Quarter a distance of 910.63 feet to the original centerline of Dodd Boulevard (County Highway No. 9 according to Dakota County Road Right of Way Map no. 67); thence Northeasterly on the original centerline of said Dodd Boulevard (County Highway no. 9) according to said Map No. 67, a distance of 674.82 feet to the point of beginning. Excepting that part conveyed in Document Numbers 1624609 and 1624610 lying North of Dodd Road. Further excepting the south 12 feet of the east 554.00 feet of the NE 1/4 of the SE 1/4 of Section 9, Township 114 North, Range 20 West, Dakota County, Minnesota. The said 554.00 feet being measured in a line parallel with the south line of said NE 1/4 of the SE 1/4 and conveyed in Document Number 1221220. AND Outlot G, Summers Creek, Dakota County, Minnesota. AND That part of the Southeast Quarter of the Southeast Quarter of Section 9, Township 114, Range 20, lying northerly of the southerly line of DAKOTA COUNTY RIGHT OF WAY MAP NO. 490, on file and of record in the office of the County Recorder, all in Dakota County, Minnesota. SURVEYORS NOTES 1. Dakota County Coordinate system NAD83(1986adj), NAVD 88 vertical datum. 2. Field survey was completed on November 11th, 2025. 4. Distances are in US Survey feet. 5. Contours are at 1 foot intervals 6. Surveyed property is Abstract. OWNER City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 SURVEYOR Bolton and Menk, Inc. 12224 Nicollet Avenue Burnsville, MN 55337 SURVEYOR'S CERTIFICATION I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. ________________ Date _____________________________________ Matthew M. Bomstad License Number 57991 LOT AREAS: TOTAL AREA: 1,017,344 SQ. FT. (23.355 AC.) LOT 1, BLOCK 1: 163,424 SQ. FT. (3.752 AC.) OUTLOT A: 60,874 SQ. FT. (1.397 AC.) OUTLOT B: 73,428 SQ. FT. (1.686 AC.) OUTLOT C: 421,029 SQ. FT. (9.665 AC.) RIGHT-OF-WAY: 298,589 SQ. FT. (6.855 AC.) ZONING: Current zoning classification for subject property: Part lying within NE1/4 of SE1/4, Sec. 9, Twp. 114, Rge. 20 - C-3 (General Commercial District) Part lying within SE1/4 of SE1/4, Sec. 9, Twp. 114, Rge. 20 - P/OS (Public and Open Space District) Proposed zoning classification for subject property: - C-3 (General Commercial District) REQUIREMENTS/SETBACKS: C-3 Minimum Area/Distance Requirements: Minimum Lot Area - 1 Acre Minimum Lot width - 100 ft. C-3 Principal Structure Setbacks: Front & Side (Street) - 30 ft. (CUP - 35 ft.) Side & Rear - 20 ft. (CUP - 10 ft.) C-3 Parking Setbacks: Front & Side (Street) - 15 ft. Side & Rear - 5 ft. C-3 Building Height - 65 ft. P-OS Minimum Area/Distance Requirements: Minimum Lot Area - 20,000 sq. ft. Minimum Lot width - 100 ft. P-OS Principal Structure Setbacks: Front & Side (Street) - 30 ft. Side & Rear - 10 ft. P-OS Parking Setbacks: Front & Side (Street) - 15 ft. Side & Rear - 5 ft. P-OS Building Height- None ORIENTATION OF THE BEARING SYSTEM USED FOR THIS SURVEY IS BASED ON THE SOUTH LINE OF THENORTHEAST QUARTER OF THE SOUTHEASTQUARTER OF SECTION 9, TOWNSHIP 114, RANGE 20, WHICH IS ASSUMED TO BEAR NORTH 89 DEGREES 55 MINUTES 11 SECONDS EAST. BEARING NOTE MNDOT GEODETIC MONUMENT 6602 V ELEVATION = 1081.225 (NAVD88) BENCHMARK SHEET 1 OF 2 SHEETS 01/28/2026 EXHIBIT E S 79°11'14" W 3 9 6 . 5 3 S 88°57'26" W 264.12 L=87.31 R=1423.10 Δ=3°30'55" L=490.25 R=2875.00 Δ=9°46'13" S 0 1 ° 0 2 ' 2 6 " E 2 7 0 . 1 6 S 88°57'34" W 15.00 S 0 1 ° 0 2 ' 2 6 " E 13 . 8 5 S 88°25'04" W 75.00 S 88°57'26" W 279.12 S 79°11'14" W 3 9 4 . 0 9 L=515.83 R=3025.00 Δ=9 °46'13" S 0 1 ° 0 2 ' 2 6 " E 13 5 . 9 8 S 89°55'12" W 554.00 478.99 75.01 N 89°55'11" E 384.15 S 0 0 ° 0 4 ' 4 9 " E 1 6 5 . 5 4 355.54 38.55 23 4 . 3 5 35.16 N 0 8 ° 3 7 ' 3 7 " W 2 6 9 . 5 1 N 89°47'24" E 4.92 N 0 0 ° 5 3 ' 1 2 " W 5 4 0 . 4 5 N 1 6 ° 3 6 ' 0 8 " W 4 7 7 . 5 6 60 . 0 0 41 7 . 5 6 496.65 385.09 540.81 S 1 6 ° 5 2 ' 0 6 " E 5 2 0 . 4 3 47 0 . 3 0 48 1 . 9 4 N 73°07'54 " E 60.00 S 1 6 ° 5 2 ' 0 6 " E 2 1 6 . 8 8 20 5 . 5 1 N 73°07'54 " E 2 0 8 . 9 5 L=18.25 R=25.00 Δ=41°49'14" L=41.55 R=45.00Δ=52°54'29" L=69.26 R=75.00 Δ=52°54'47" L=117.24R=1491.29Δ=4°30'16"CH=117.21CB=N 16°31'08" W L=2.04R=1491.29 Δ=0°04'42"CH=2.04CB=N 18°43'55" W S 0 1 ° 0 2 ' 2 6 " E 1 3 0 4 . 3 4 ( 1 3 0 4 . 3 6 D E E D ) WEST LINE OF THE NE 1/4 OF SE 1/4 SEC. 9, TWP 114, RNG 20 SOUTH LINE OF THE NE 1/4 OF SE 1/4 SEC. 9, TWP 114, RNG 20 EAST LINE OF THE NE 1/4 OF SE 1/4 SEC. 9, TWP 114, RNG 20 EA S T L I N E O F T H E N E 1 / 4 O F T H E S E 1 / 4 OF S E C . 9 , T W P 1 1 4 , R N G 2 0 SW CORNER OF THE NE 1/4 OF THE SE 1/4 OF SEC. 9, T114, R20 SE C O R N E R O F T H E N E 1 / 4 OF T H E S E 1 / 4 O F S E C . 9 , TW P 1 1 4 , R N G 2 0 PO I N T O F B E G I N N I N G O F EX C E P T I O N - N E C O R N E R O F T H E NE 1 / 4 O F T H E S E 1 / 4 O F S E C . 9 , TW P 1 1 4 , R N G 2 0 , D A K O T A CO U N T Y A L U M I N U M M O N U M E N T CENTERLIN E P E R D A K O T A C O U N T Y RIGHT OF W A Y M A P 4 9 0 CENTERLIN E O F D O D D B O U L E V A R D A S ORIGINALL Y C O N S T R U C T E D P E R D A K O T A COUNTY H I G H W A Y R I G H T - O F - W A Y M A P 6 7 EASEMENT F O R P U B L I C ROADWAY P U R P O S E S I N FAVOR OF T H E C I T Y O F LAKEVILLE P E R D O C . 1 6 6 5 3 9 EASEMENT FOR PUBLIC ROADWAYPURPOSES IN FAVOR OF THE CITYOF LAKEVILLE PER DOC. 166540 20' EASEMENT FOR PUBLIC WATER MAIN PURPOSES IN FAVOR OF THE CITY OF LAKEVILLE PER DOC. 2396879 DR A I N A G E & U T I L I T Y E A S E M E N T PE R P L A T O F S U M M E R S C R E E K DR A I N A G E & U T I L I T Y EA S E M E N T P E R D O C . 3 5 0 9 2 5 0 HIGHWAY EASEMENT INFAVOR OF THE CITY OFLAKEVILLE PER DOC. 3509251 POINT OF B E G I N N I N G O F E X C E P T I O N - N E C O R N E R OF THE NE 1 / 4 O F T H E S E 1 / 4 O F S E C . 9 , T W P 1 1 4 , RNG 20, DA K O T A C O U N T Y A L U M I N U M M O N U M E N T MAG NAIL & DISC LIC 57991 1/2" IP - LS 17765 20' EASEM E N T F O R P U B L I C W A T E R M A I N P U R P O S E S I N FAVOR OF T H E C I T Y O F L A K E V I L L E P E R D O C . 2 3 9 6 8 8 1 1/2" IP OPEN 1/2" IP - LS 2672X 1/2" IP - LS 2 6 7 2 4 NORTHERL Y R I G H T - O F - W A Y L I N E O F DAKOTA CO U N T Y R I G H T - O F - W A Y M A P 6 7 EXCEPTION PER DOC. NO. 1624609 EXCEPTION PER DOC. N O . 1 6 2 4 6 1 0 SEE SURVE Y O R S N O T E 7 TEMPORARY EASEMENT FORUTILITY PURPOSES IN FAVOROF THE CITY OF LAKEVILLE PER DOC. 2423000 SOUTH 12' 30 . 0 0 30 . 0 0 N 73 ° 0 7 ' 3 6 " E 35.9 0 1/2" IP - LS 5 7 9 9 1 MA G N A I L & D I S C LIC 5 7 9 9 1 1/2" IP - LS 5 7 9 9 1 1/2 " I P - L S 5 7 9 9 1 1/2" IP - LS 57991 1/ 2 " I P - L S 5 7 9 9 1 NORTH LINE OF THE SE 1/4 OF SE 1/4 SEC. 9, TWP 114, RNG 20 EA S T L I N E O F T H E S E 1 / 4 O F SE 1 / 4 S E C . 9 , T W P 1 1 4 , R N G 2 0 WEST LINE OF THE SE 1/4 OF SE 1/4 SEC. 9, TWP 114, RNG 20 BLOCK 1 LOT 1 OUTLOT A OUTLOT B OUTLOT C 10 1010 10 10 5 5 10 10 10 10 DAKOTA CO . R/W CAP E X C E P T I O N 15 0 15 0 15 0 179TH STREET WESTGRANBY LANE 60 15 0 15 0 50 100 100 50 27 27 12 0 12 0 100 100 75 75 100 100 100 100 12 5 75 75 90 90 DRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT 30 30 30 30 60 60 50 50 75 60 60 60 75 75 1/2" IP - LS 5 7 9 9 1 1/2" IP - LS 5 7 9 9 1 C.S.A.H NO. 23(CEDAR AVENUE) 674.8 2 ST R E E T A S 73°23'51 " W 9 2 5 . 9 0 51 . 9 0 S 0 1 ° 0 2 ' 2 6 " E 9 1 0 . 6 3 78 1 . 7 9 S 89°55'12" W 554.00 C.S.A.H. N O . 9 (DODD BO U L E V A R D ) S 0 1 ° 0 2 ' 2 6 " E 83 3 . 6 9 136.43 10.00 218.90 SOUTHERLY RIGHT OF WAY LINE OF DAKOTA COUNTY RIGHT OF WAY MAP NO. 490 L=115.20R=1491.26 Δ=4°25'34"CH=115.17CB=S 16°28'47" E 105 R SCALE IN FEET 0 100 200 R VICINITY MAP 175TH S T W CO. RD. 9 DODD BLV D NW 1/4 NE 1/4 SW 1/4 SE 1 / 4 SITE SECTION 9, TOWNSHIP 114 NORTH, RANGE 20 WEST CE D A R A V E ORIENTATION OF THE BEARING SYSTEM USED FORTHIS SURVEY IS BASED ON THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 114, RANGE20, WHICH IS ASSUMED TO BEAR NORTH 89DEGREES 55 MINUTES 11 SECONDS EAST. BEARING NOTE KNOW ALL PERSONS BY THESE PRESENTS: That the City of Lakeville, a Minnesota municipal corporation under the laws of Minnesota, owner of the following described property situated in the County of Rice and State of Minnesota, to wit: That part of the Northeast Quarter of the Southeast Quarter of Section 9, Township 114 North, Range 20 West, Dakota County, Minnesota, lying and being south of Dodd Boulevard (Dakota County Highway No. 9) as originally constructed according to Dakota County Road Right of Way Map No. 67. Excepting therefrom that part of the Northeast Quarter of the Southeast Quarter of said Section 9 described as follows: Beginning at the Northeast corner of the Northeast Quarter of the Southeast Quarter of said Section 9, said point being in the center of Dodd Boulevard (Dakota County Highway No. 9) as originally constructed; thence Southerly on the east line of said Northeast Quarter of the Southeast Quarter a distance of 1304.36 feet to the north line of the south 12.00 feet of said Northeast Quarter of the Southeast Quarter; thence westerly on the north line of said south 12.00 feet of the Northeast Quarter of the Southeast Quarter a distance of 554.00 feet; thence Northerly, parallel with the East line of said Northeast Quarter of the Southeast Quarter a distance of 910.63 feet to the original centerline of Dodd Boulevard (County Highway No. 9 according to Dakota County Road Right of Way Map no. 67); thence Northeasterly on the original centerline of said Dodd Boulevard (County Highway no. 9) according to said Map No. 67, a distance of 674.82 feet to the point of beginning. Excepting that part conveyed in Document Numbers 1624609 and 1624610 lying North of Dodd Road. Further excepting the south 12 feet of the east 554.00 feet of the NE 1/4 of the SE 1/4 of Section 9, Township 114 North, Range 20 West, Dakota County, Minnesota. The said 554.00 feet being measured in a line parallel with the south line of said NE 1/4 of the SE 1/4 and conveyed in Document Number 1221220. AND Outlot G, Summers Creek, Dakota County, Minnesota. AND That part of the Southeast Quarter of the Southeast Quarter of Section 9, Township 114, Range 20, lying northerly of the southerly line of DAKOTA COUNTY RIGHT OF WAY MAP NO. 490, on file and of record in the office of the County Recorder, all in Dakota County, Minnesota. Has caused the same to be surveyed and platted as DODD COMMONS and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as create by this plat. In witness whereof said City of Lakeville, a Minnesota municipal corporation under the laws of Minnesota, has caused these presents to be signed by its proper officers this ______ day of __________________ , 2026. City of Lakeville By ____________________________________ , its Mayor By ____________________________________ , its Clerk Luke Hellier Ann Orlofsky STATE OF MINNESOTACOUNTY OF _______________ This instrument was acknowledged before me on ________________________ by Luke Hellier, Mayor and Ann Orlofsky, Clerk of the City of Lakeville, a Minnesota municipal corporation under the laws of Minnesota, on behalf of the corporation. ____________________________________ Signature ____________________________________ Printed Name Notary Public, __________________ County My Commission Expires on ________________ I, Matthew M. Bomstad, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ______ day of __________________ , 2026 ____________________________________ Matthew M. Bomstad, Licensed Land Surveyor Minnesota License No. 57991 STATE OF MINNESOTACOUNTY OF _______________ This instrument was acknowledged before me on ________________________ by Matthew M. Bomstad. ____________________________________ Signature ____________________________________ Printed Name Notary Public, __________________ County My Commission Expires on ________________ CITY COUNCIL, CITY OF LAKEVILLE, MINNESOTA We do hereby certify that on ______ day of __________________ , 2026, the City Council of Lakeville, Minnesota approved this plat by resolution and is in compliance with the provisions of Minnesota Statutes Section 505.03, Subdivision 2. _________________________________ Mayor _________________________________ City Clerk Luke Hellier Ann Orlofsky DAKOTA COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ______ day of __________________ , 2026. ____________________________________ Todd B. Tollefson - Dakota County Surveyor BOARD OF COUNTY COMMISSIONERS, COUNTY OF DAKOTA, STATE OF MINNESOTA We do hereby certify that on ______ day of __________________ , 2026 the Board of Commissioners of Dakota County, Minnesota approved this plat of DODD COMMONS and said plat is in compliance with the provisions of Minnesota Statutes Section 505.03, Subd. 2, and pursuant to the Dakota County Contiguous Plat Ordinance. ______________________________________, Chair, County Board ______________________________________, County Treasurer-Auditor DAKOTA COUNTY PROPERTY TAXATION & RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 2026 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this ______ day of __________________ , 2026. ______________________________________ Amy Koethe - Property Taxation & Records Director COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of DODD COMMONS was recorded in the office of the County Recorder for public record on this ______ day of __________________ , 2026, at ______ o'clock _____.M. and was duly filed in Book _________ of Plats, Page _________, as Document Number ____________. ______________________________________ Amy Koethe - County Recorder BOLTON & MENK, INC.THIS PLAT PREPARED BY 1/2 INCH IRON PIPE MONUMENT SETMARKED BY LICENSE NO. 57991DENOTES FOUND MONUMENT (TYPE AS NOTED) LEGEND NOT TO SCALE DODD COMMONS EXHIBIT F 1 KEY NOTES NEW LIGHT-DUTY BITUMINOUS PAVEMENT, SEE DETAIL NEW HEAVY-DUTY BITUMINOUS PAVEMENT, SEE DETAIL NEW BITUMINOUS TRAIL, SEE DETAIL NEW LIGHT-DUTY CONCRETE PAVEMENT, SEE DETAIL NEW HEAVY-DUTY CONCRETE PAVEMENT, SEE DETAIL NEW B612 CONCRETE CURB, SEE DETAIL NEW SURMOUNTABLE CURB, SEE DETAIL NEW CURB TRANSITION NEW ACCESSIBLE CURB RAMP, SEE DETAIL _A: TYPE 1 _B: TYPE 2 NEW CONCRETE STAIRS, SEE DETAIL NEW SIGN AND POST, SEE ARCHITECTURAL NEW BOLLARD, SEE ARCHITECTURAL NEW FLAG POLE, SEE ARCHITECTURAL ARTIFICIAL TURF, SEE ARCHITECTURAL TRASH ENCLOSURE, SEE ARCHITECTURAL 2 3 4 5 6 7 8 9 10 11 12 13 14 15 DODD BO U L E V A R D GR A N B Y L A N E GRAPHIT E LANE DODD BO U L E V A R D GR A N B Y L A N E OWNER: CITY OF LAKEVILLE PID: 22-00900-81-010 OWNER: WOODBURY LAND, LLC. PID: 22-19550-01-020 OW N E R : S U M M E R S C R E E K VIL L A S N H O M E O W N E R S A S S O PID : 2 2 - 7 3 3 7 0 - 1 1 - 0 9 0 OW N E R : C I T Y O F L A K E V I L L E PID : 2 2 - 7 3 3 7 0 - 0 0 - 1 0 0 PROPOSED FIRE STATION FFE = 1023.25 (ARCH 100'-0") SE E S H E E T C 2 0 2 SE E S H E E T C 2 0 1 45. 3 7 ' 9' 20 ' 24' 24' 80 ' 95 . 7 6 ' 30 ' 81.36' 100.02' 97' 95' WET POND NWL WET PON D N W L R45' 10 ' 10 ' 6' 20' 9' 20' 9' 20 ' 9' 15 ' P A R K I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 5' PARKIN G S E T B A C K 32' BUILD I N G S E T B A C K 30' BUILD I N G S E T B A C K 15' PARK I N G S E T B A C K 24' 1 1 1 1 2 2 2 3 3 3 3 4 4 4 4 4 3 3 5 5 5 5 5 5 4 6 6 6 6 7 7 6 9B 9B 9A 9A 9A 9A 9A 10 11 11 11 11 11 11 11 12 12 13 14 15 4 4 6 6 6 6 © CNH ARCHITECTS, INC. CNH NO.: REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504APPLE VALLEY, MN 55124(952) 431-4433 CITY SUBMITTAL - NOT FOR CONSTRUCTION La k e v i l l e F i r e S t a t i o n 2 24051 2/23/2026 35 2 4 L a b o r e R o a d Wh i t e B e a r L a k e , M N 5 5 1 1 0 65 1 . 4 8 1 . 9 1 2 0 ( f ) 6 5 1 . 4 8 1 . 9 2 0 1 ww w . l a r s o n e n g r . c o m La r s o n En g i n e e r i n g , I n c . La k e v i l l e , M N Site Plan C201 NEW LIGHT-BITUMINOUS PAVEMENT SEE DETAIL NEW HEAVY-DUTY BITUMINOUS PAVEMENT SEE DETAIL MATCH EXISTING PAVEMENT SECTION NEW LIGHT-DUTY CONCRETE PAVEMENT SEE DETAIL NEW HEAVY-DUTY CONCRETE PAVEMENT SEE DETAIL NEW ARTIFICIAL TURF SECTION SEE ARCH. NEW STOOP SEE STRUCTURAL AND ARCH. NEW LIGHT POLE, SEE ELECTRICAL. RETAINING WALL SYMBOL LEGEND NOTE: CONCRETE JOINTS ARE SHOWN ONLY FOR GENERAL REFERENCE. ACTUAL JOINTS SHALL BE CONSTRUCTED PER PROJECT SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS. EASEMENT LINE RIGHT-OF-WAY LINE PROPERTY LINE GENERAL SETBACK LINE NORTH 0 30 6015 EXHIBIT G PROPOSED FIRE STATION FFE = 1023.25 (ARCH 100'-0") 3.54% 0.5% 1.9% 1.17% 1.0 % 2.06% 9.6 % 3.2 2 % WET POND 100-YR HWL: 1013.61 10-YR HWL: 1012.11 NWL: 1010.00 BOT: 1002.00 6.0 % 5.4 % 1021 1019 1017 1013 1011 1009 1007 1018 1016 1014 1012 1008 1006 1018 1026 1023 1022 1021 1022 10 2 2 10 2 4 10 2 3 1004 1003 1002 1012 1014 1013 1011 1011 1013 1014 1012 1017 1024 1015 1020 1010 1025 10 2 5 1005 1010 10151015 1010 10 2 3 10 2 2 1022 102 3 1028 1029 1030 1031 1032 1033 1034 1035 102 2 10 2 3 102 3 102 2 1021 1020 1019 1018 102 3 1023 1024 1025 1026 1027 1028 1029 1030 1022 1021 1023 10241025 10261027 1028 1030 1031 1032 1033 10 2 9 1030 10311032 10331034 1036 1040 10 3 7 10 3 6 103 5 1038 1038 1022 10 2 4 10 2 3 10 2 5 10 2 6 10 2 3 10 2 7 10 2 8 1025 1022 1023 1022 1023 1016.52 TC* 1016.06 GL* 1024.78 TC* 1024.31 GL* 1021.13 TC* 1020.67 GL* 1030.54 TC* 1030.06 GL* 1030.96 TC* 1030.49 GL* 1034.67 TC* 1034.23 GL* 1036.10 TC* 1035.67 GL* 1017.37 GL* 1023.60 GL* 1023.25 FFE 1022.67 C 1021.21 GL* 1021.87 C 1021.49 GL* 1019.84 GL* 1020.82 C 1023.25 FFE 1022.28 GL 1022.10 B 1023.88 TC 1023.38 GL 1030.35 GL* 1030.19 GL* 1034.70 GL* 1035.21 GL* 1019.58 TC 1019.08 RIM 1023.25 FFE 1021.54 GL 1021.51 TC 1021.01 GL 1018.82 TC 1018.32 GL 1023.25 FFE 1021.59 TC 1021.09 RIM 1022.05 TC 1021.55 GL 1022.05 TC 1021.55 GL 1021.35 TC 1020.85 RIM 1021.20 GL 1023.25 FFE 1022.71 GL 1022.71 GL 1021.78 RIM 1021.41 RIM 1023.25 FFE 1021.94 GL 1022.25 TC 1021.75 RIM 1024.33 TC 1023.83 GL 1028.49 B 1023.46 B 1022.77 C 1020.98 RIM 1024.25 GL 1022.34 TC 1021.84 GL 1023.70 TC 1023.20 GL 1023.25 FFE 1023.25 FFE 1023.01 C 1023.25 C 1022.92 C 1022.03 C 1021.94 TC/GL 1022.01 TC/GL 1023.25 FFE 1023.25 TC 1022.75 GL 1023.11 TC 1022.61 GL 1023.11 TC 1022.61 GL 1022.29 TC 1020.79 RIM 1021.54 GL 1020.25 GL 1019.50 GL 1029.73 GL 1022.23 1014.00 EOF 1016.50 TC 1016.00 RIM 1017.80 GL 1022.61 TC 1022.11 GL 1021.48 TC 1020.98 GL 1024.52 TC 1024.02 GL 1022.97 TC 1022.47 GL 1022.69 TC 1022.19 GL 1021.83 B 1022.14 B 1022.91 TC 1022.41 GL 1022.13 TC/GL 1023.40 TC 1022.90 GL 1022.79 TC/GL 1023.85 TC 1023.35 GL 1021.24 TC 1020.74 RIM 1023.34 TC 1022.84 GL 1022.98 TC 1022.48 GL 1023.10 TC 1022.60 GL 1023.63 TC 1023.13 GL 1022.97 TC 1022.47 GL 1022.43 C 1022.78 C 1023.06 C 1023.33 TC 1022.83 GL 1029.28 TC/GL 1029.48 TC/GL 1029.13 TC/GL 1029.33 TC/GL 1030.55 B1030.39 B 1035.60 TC/GL 1034.20 TC/GL 1035.09 TC/GL 1033.84 TC/GL 1035.41 B 1034.90 B 1028.30 C 1021.50 RIM 1029.87 B* 1029.97 B* 1028.00 B* 1030 10261027 10281029 102 2 101 9 1020 1033 1022.10 C 1023.25 FFE 1030.54 C 1023.82 GL 1030.47 C 1029 1027.60 GL 1028.01 B 1023.40 TC 1022.90 GL 1024.30 B 1027.77 TC 1027.27 GL 1034 1035 1027 1028.01 GL/TC 1035.50 C 1022.12 TC 1021.62 GL 1022.21 BS 1025.65 TS1025.72 BS 1029.64 TS 1029.73 B 1026 1026 102 5 1023 102 1 1020 101 9 101 7 101 5 1013 1012 1011 1008 101 2 1013 101 4 101 5 101 7 101 8 102 0 10401039 1038 1037 1036 1035 10 3 4 10 3 3 103 2 10 3 110 3 0 10 2 9 10 2 8 102 7 10 2 6 1025 10 2 5 10 2 3 10 2 2 10 2 0 101 8 10 1 7 1015 1014 10 1 3 10 1 4 10 1 5 10 1 6 101 7 1018 1017 1019 102 0 102 9 1028 1027 1025 10 2 6 10 2 4 1023 1013 1014 1016 1017 1018 1019 1020 1021 1022 1030 1032 103 3 1034 1036 102 2 102 3 1024 1025 102 6 10 2 6 103 6 103 3 1035 DODD BO U L E V A R D GR A N B Y L A N E GRAPHIT E LANE DODD BO U L E V A R D GR A N B Y L A N E OWNER: CITY OF LAKEVILLE PID: 22-00900-81-010 OWNER: WOODBURY LAND, LLC. PID: 22-19550-01-020 OW N E R : S U M M E R S C R E E K VIL L A S N H O M E O W N E R S A S S O PID : 2 2 - 7 3 3 7 0 - 1 1 - 0 9 0 OW N E R : C I T Y O F L A K E V I L L E PID : 2 2 - 7 3 3 7 0 - 0 0 - 1 0 0 SE E S H E E T C 3 0 2 SE E S H E E T C 3 0 1 1 KEY NOTES SILT FENCE, SEE DETAIL INLET PROTECTION, SEE DETAIL ROCK CONSTRUCTION ENTRANCE, SEE DETAIL RIP RAP AT FLARED END SECTION, SEE DETAIL 2 3 4 © CNH ARCHITECTS, INC. CNH NO.: REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504APPLE VALLEY, MN 55124(952) 431-4433 CITY SUBMITTAL - NOT FOR CONSTRUCTION La k e v i l l e F i r e S t a t i o n 2 24051 2/23/2026 35 2 4 L a b o r e R o a d Wh i t e B e a r L a k e , M N 5 5 1 1 0 65 1 . 4 8 1 . 9 1 2 0 ( f ) 6 5 1 . 4 8 1 . 9 2 0 1 ww w . l a r s o n e n g r . c o m La r s o n En g i n e e r i n g , I n c . La k e v i l l e , M N PROPOSED CONTOURS - MAJOR INTERVAL GRADE BREAK LINE PROPOSED CONTOURS - MINOR INTERVAL949 950 950 EXISTING CONTOURS 2.0% 950.00 TC 949.50 GL GRADE SLOPE SPOT ABBREVIATIONS: TC - TOP OF CURB GL - GUTTER LINE GO - GUTTER OUT B - BITUMINOUS C - CONCRETE EO - EMERGENCY OVERFLOW TW - TOP OF WALL BW - BOTTOM OF WALL (F/G) (*) - EXISTING TO BE VERIFIED GRADING NOTES 1. Tree protection consisting of snow fence or safety fence installed at the drip line shall be in place prior to beginning any grading or demolition work at the site. 2. All elevations with an asterisk (*) shall be field verified. If elevations vary significantly, notify the Engineer for further instructions. 3. Grades shown in paved areas represent finish elevation. 4. All disturbed areas to receive 6” of good quality topsoil and seed. 5. All construction shall be performed in accordance with state and local standard specifications for construction. SYMBOL LEGEND SILT FENCE RIP-RAP / ROCK CONST. ENTRANCE INLET PROTECTION SEDIMENT LOG EROSION CONTROL BLANKET Grading & Erosion Control Plan C301 1. See SWPPP Sheets C001 and C002 for Erosion Control Notes. EROSION CONTROL NOTES NORTH 0 30 6015 EXHIBIT H KEY NOTES CATCH BASIN, SEE DETAIL CATCH BASIN / STORM MANHOLE, SEE DETAIL STORM SEWER SUMP MANHOLE, SEE DETAIL OUTLET CONTROL STRUCTURE, SEE DETAIL SANITARY SEWER MANHOLE, SEE DETAIL NEW HYDRANT AND VALVE, SEE DETAIL FLARED END SECTION, SEE DETAIL NEW GATE VALVE AND BOX, SEE DETAIL 1 2 3 4 5 6 7 8 PROPOSED FIRE STATION FFE = 1023.25 (ARCH 100'-0") DODD BO U L E V A R D GR A N B Y L A N E GRAPHIT E LANE CB R=1021.25 E (15INCH RCP)1017.37INV:INV:INV:INV:INV:INV: CB R=1021.21 S (15INCH RCP) W (15inch RCP) NE (18INCH RCP) 1017.17 1017.26INV: INV:1017.25INV:INV:INV: INV: DODD BO U L E V A R D GR A N B Y L A N E CB R=1013.39 INV: W (15INCH RCP) 1009.17 INV: N (15inch RCP) 1009.26 CB R=1013.48 INV: E (15INCH RCP) 1008.16 INV: NW (15inch RCP) 1008.16 CB R=1029.99 INV: N (15INCH RCP) 1026.49 INV: S (6inch PVC) 1027.27 CB R=1029.65 INV: NW (18INCH RCP) 1026.00 INV: E (15inch RCP) 1026.10 INV: N (15INCH RCP) 1026.10 CB R=1029.87 INV: W (15INCH RCP) 1026.32 INV: E (15inch RCP) 1026.42 INV: N (6INCH PVC) 1027.42 INV: SE (6inch PVC) 1027.47 CB R=1030.72 INV: W (15INCH RCP) 1026.80 INV: E (15inch RCP) 1026.90 INV: NW (6INCH PVC) 1027.20 CB R=1033.28 INV: W (15INCH RCP) 1029.56 FEST ELEV=1026.41 STRM (INV) ELEV=1026.40 OWNER: CITY OF LAKEVILLE PID: 22-00900-81-010 OWNER: WOODBURY LAND, LLC. PID: 22-19550-01-020 OW N E R : S U M M E R S C R E E K VIL L A S N H O M E O W N E R S A S S O PID : 2 2 - 7 3 3 7 0 - 1 1 - 0 9 0 OW N E R : C I T Y O F L A K E V I L L E PID : 2 2 - 7 3 3 7 0 - 0 0 - 1 0 0 SANMH RIM: 1013.90 INV: 1001.00 CONNECT TO EXST WM W/ WET TAP AND VALVE 189 LF 8" PVC @ 0.5% 30 0 L F 8 " P V C @ 1 . 0 % SANMH RIM: 1009.00 INV: 1001.95 15 5 L F 8 " P V C @ 1 . 0 % 104 LF 6" P V C @ 2 . 0 % SANMH RIM: 1022.00 INV: 1004.95 SANMH RIM: 1024.90 INV: 1006.50 COORD. W/ MECH INV: 1013.06 COORD. W/ MECH INV: 1015.25 8" DIP 8" D I P 8" D I P 8" DIP OCS RIM: 1013.00 TOP WEIR: 1012.25 12" ORIFICE: 1010.00 INV: 1010.00 FES INV: 1005.00 FES INV: 1008.50 29 LF 18" HDPE @ -17.2% 27 LF 24" HDPE @ 5.6% CONNECT TO EXST 8" WM W/ WET TAP AND VALVE FES INV: 1012.00 FES INV: 1012.00 FES INV: 1012.00 FES INV: 1011.25 CBMH RIM: 1021.75 INV: 1016.85 CBMH RIM: 1021.41 INV: 1013.80 CBMH RIM: 1019.08 INV: 1012.60 CBMH RIM: 1021.78 INV: 1013.55 31 LF 15" HDPE @ 5.0% CBMH RIM: 1020.79 INV: 1012.36 CBMH RIM: 1021.30 INV (E): 1015.23 INV (N/S/W): 1013.23 CBMH RIM: 1020.85 INV: 1013.90 CBMH RIM: 1021.09 INV: 1017.06 CBMH RIM: 1021.29 INV: 1016.79 CBMH RIM: 1026.08 INV: 1015.61 75 LF 15" HDPE @ 0.7% 161 L F 1 5 " P V C S C H 4 0 @ 0 . 7 % 23 8 L F 1 8 " HD P E @ 1 . 0 % 87 L F 3 0 " P V C SC H 4 0 @ 1 . 0 % 36 LF 36" HDPE @ 1.0% 32 LF 15" RCP @ 4.9% 10 9 L F 1 5 " H D P E @ 2 . 9 % 23 LF 15" HDPE @ 2.9% 25 LF 18" HDPE @ 1.0% CBMH RIM: 1016.00 INV: 1011.50 40 LF 24" HDPE @ 1.5% 80 L F 1 8 " R C P @ 1 . 5 % 20 3 L F 1 5 " R C P @ 1 . 5 % NEW VALLEY GUTTER CASTING ON EXISTING STRUCTURE NEW VALLEY GUTTER CASTING ON EXISTING STRUCTURE NEW HYDRANT AND GATE VALVE NEW HYDRANT AND GATE VALVE 8" DIP NEW HYDRANT AND GATE VALVE 6" DIP AND 6" G.V. 6" DIP CAP WATERMAIN CB RIM: 1020.74 INV: 1017.27 CBMH RIM: 1021.50 INV: 1016.14 VERTICAL 45° BEND INV: 1010.98 8" DIP 8X6 TEE 8X6 REDUCER 4" DIP 6" DIP CBMH RIM: 1029.49 INV: CBMH RIM: 1029.49 INV: CBMH RIM: 1016.16 INV: 64 LF 15" RCP @ 1.0% SE E S H E E T C 4 0 2 SE E S H E E T C 4 0 1 WET POND NWL WET PON D N W L © CNH ARCHITECTS, INC. CNH NO.: REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504APPLE VALLEY, MN 55124(952) 431-4433 CITY SUBMITTAL - NOT FOR CONSTRUCTION La k e v i l l e F i r e S t a t i o n 2 24051 2/23/2026 35 2 4 L a b o r e R o a d Wh i t e B e a r L a k e , M N 5 5 1 1 0 65 1 . 4 8 1 . 9 1 2 0 ( f ) 6 5 1 . 4 8 1 . 9 2 0 1 ww w . l a r s o n e n g r . c o m La r s o n En g i n e e r i n g , I n c . La k e v i l l e , M N TELEPHONE LINE FIBER OPTIC UNDERGROUND LINE ELECTRIC UNDERGROUND LINE ELECTRIC OVERHEAD LINE TELEPHONE UNDERGROUND LINE STORM SEWER PIPE SANITARY SEWER PIPE NATURAL GAS UNDERGROUND LINE WATERMAIN PIPE LIGHT POLE STORM MANHOLE FLARED END CURB INLET CATCH BASIN WATER SHUTOFF GATE VALVE & BOX HYDRANT SANITARY MANHOLE DRAINTILE PIPE UTILITY NOTES 1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and relocations from existing utility locations to the proposed building, as well as to all onsite amenities. These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, electric, site lighting, etc. 2. All service connections shall be performed in accordance with state and local standard specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) may require a permit from the City. 3. The contractor shall verify the elevations at proposed connections to existing utilities prior to any demolition or excavation. All elevations with an asterisk (*) shall be field verified. If elevations vary significantly, notify the Engineer for further instructions. 4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. 5. Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1107 where located within 10 feet of waterlines or the building. 6. HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 joint pressure test. Installation shall meet ASTM C2321. 7. All RCP pipe shown on the plans shall be MN/DOT class 3. 8. Maintain a minimum of 7 ½' of cover over all water lines and sanitary sewer lines. Where 7 ½' of cover is not provided, install 2” rigid polystyrene insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 8' wide, centered over pipe with 6” sand cushion between pipe and insulation. Where depth is less than 5', use 4” of insulation. 9. Install water lines 18” above sewers. Where the sewer is less than 18" below the water line (or above), install sewer piping of materials approved for inside building use for 10 feet on each side of the crossing. 10. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. 11. See Project Specifications for bedding requirements. 12. Pressure test and disinfect all new watermains in accordance with state and local requirements. 13. Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12', PVC SDR-26 for depths between 12' and 26', and class 52 D.I.P. for depths of 26' or more. 14. A structure adjustment shall include removing and salvaging the existing casting assembly, removing existing concrete rings to the precast section. Install new rings and salvaged casting to proposed grades, cleaning casting flange by mechanical means to insure a sound surface and install an external chimney seal from casting to precast section. Chimney seals shall be Infi-Shield Uni-Band or an approved equal. SYMBOL LEGEND Utility Plan C401NORTH 0 30 6015 EXHIBIT I DW GFIWP GFIWP GF I WP GF I WP GF I WP GFIWP GFIWP GFIWP GFIWP GFIWP AA4 @ 30' AA4 @ 30' AA4 @ 30'AA4 @ 30' AA3 @ 30' AA3 @ 30' AA3 @ 30'AA3 @ 30' AA3 @ 30' AA3 @ 30' AA3 @ 30' AA3 @ 30' AA3 @ 30' AA3 @ 30' EE @ 16.333'EE @ 16.333'EE @ 16.333'EE @ 16.333'EE @ 16.333'EE @ 16.333'EE @ 16.333' EE @ 16.333'EE @ 16.333'EE @ 16.333'EE @ 16.333'EE @ 16.333'EE @ 16.333'EE @ 16.333'FF @ 3' FF @ 3' FF @ 3' FF @ 3' FF @ 3' FF @ 3' FF @ 3' FF @ 3' FF @ 3' 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.04 0.05 0.06 0.10 0.18 0.30 0.35 0.36 0.36 0.32 0.24 0.19 0.13 0.08 0.05 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.01 0.02 0.03 0.05 0.07 0.09 0.12 0.24 0.39 0.45 0.45 0.43 0.40 0.31 0.22 0.15 0.09 0.06 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.02 0.01 0.00 0.00 0.00 0.00 0.01 0.02 0.04 0.08 0.11 0.13 0.18 0.32 0.50 0.56 0.55 0.54 0.48 0.38 0.27 0.18 0.12 0.09 0.07 0.07 0.07 0.07 0.07 0.07 0.08 0.07 0.08 0.07 0.07 0.07 0.06 0.06 0.05 0.04 0.03 0.03 0.03 0.03 0.03 0.03 0.00 0.00 0.01 0.01 0.01 0.03 0.05 0.10 0.15 0.19 0.25 0.42 0.64 0.69 0.69 0.66 0.59 0.45 0.32 0.22 0.15 0.12 0.11 0.11 0.11 0.12 0.12 0.13 0.13 0.14 0.14 0.14 0.14 0.14 0.13 0.12 0.11 0.10 0.09 0.08 0.08 0.07 0.07 0.07 0.00 0.01 0.01 0.01 0.01 0.04 0.08 0.14 0.20 0.26 0.31 0.51 0.77 0.85 0.87 0.83 0.73 0.58 0.43 0.32 0.23 0.19 0.17 0.18 0.20 0.22 0.23 0.23 0.24 0.24 0.26 0.27 0.28 0.28 0.27 0.25 0.22 0.21 0.19 0.18 0.16 0.15 0.15 0.13 0.00 0.01 0.01 0.02 0.02 0.05 0.11 0.21 0.28 0.38 0.44 0.68 0.96 1.08 1.10 1.02 0.89 0.75 0.59 0.45 0.33 0.28 0.27 0.29 0.33 0.39 0.41 0.39 0.38 0.36 0.41 0.46 0.50 0.51 0.48 0.43 0.40 0.39 0.35 0.33 0.32 0.30 0.27 0.24 0.01 0.01 0.02 0.02 0.03 0.07 0.15 0.30 0.39 0.51 0.64 1.05 1.38 1.40 1.43 1.34 1.21 1.23 0.94 0.98 0.72 0.66 0.68 0.67 0.81 1.05 1.12 0.95 0.81 0.81 0.84 1.00 1.20 1.18 0.95 0.81 0.80 0.76 0.69 0.63 0.58 0.51 0.44 0.38 0.01 0.01 0.02 0.03 0.05 0.09 0.21 0.40 0.52 0.66 0.84 1.17 1.65 1.69 1.76 1.72 1.60 1.65 1.54 1.46 1.23 1.16 1.19 1.21 1.37 1.55 1.57 1.53 1.38 1.39 1.43 1.61 1.70 1.68 1.52 1.33 1.28 1.21 1.11 1.01 0.89 0.76 0.64 0.53 0.01 0.02 0.02 0.05 0.07 0.12 0.28 0.51 0.65 0.79 0.96 1.48 1.78 1.78 1.83 1.82 1.76 1.69 1.61 1.53 1.43 1.34 1.35 1.43 1.57 1.66 1.69 1.67 1.61 1.58 1.65 1.76 1.79 1.77 1.71 1.59 1.54 1.51 1.44 1.32 1.14 0.93 0.75 0.61 0.01 0.02 0.03 0.06 0.10 0.17 0.36 0.63 0.77 0.91 1.04 1.35 1.63 1.71 1.77 1.78 1.77 1.71 1.65 1.56 1.46 1.38 1.39 1.47 1.60 1.70 1.73 1.70 1.66 1.64 1.70 1.79 1.84 1.82 1.77 1.69 1.64 1.61 1.55 1.43 1.25 1.01 0.80 0.63 0.01 0.02 0.04 0.07 0.12 0.19 0.41 0.74 0.90 1.03 1.12 1.31 1.53 1.58 1.61 1.62 1.62 1.59 1.55 1.47 1.38 1.33 1.34 1.40 1.51 1.60 1.63 1.59 1.56 1.56 1.60 1.68 1.73 1.74 1.68 1.60 1.59 1.58 1.52 1.41 1.23 0.98 0.79 0.63 0.02 0.03 0.05 0.08 0.15 0.23 0.47 0.85 1.05 1.18 1.23 1.35 1.48 1.44 1.42 1.40 1.39 1.32 1.25 1.22 1.17 1.17 1.18 1.21 1.27 1.30 1.32 1.32 1.33 1.32 1.35 1.38 1.40 1.40 1.40 1.37 1.37 1.51 1.48 1.39 1.10 0.85 0.71 0.56 0.02 0.03 0.05 0.09 0.18 0.30 0.66 1.10 1.21 1.30 1.31 1.31 1.34 1.26 1.18 1.13 1.10 1.03 0.95 0.91 0.89 0.87 0.88 0.90 0.93 0.94 0.95 0.96 0.95 0.95 0.95 0.95 0.94 0.94 0.93 0.89 0.89 1.03 0.89 1.01 0.71 0.52 0.45 0.36 0.02 0.03 0.06 0.09 0.18 0.33 0.87 1.22 1.28 1.36 1.33 1.24 1.19 1.07 0.95 0.91 0.87 0.78 0.71 0.66 0.62 0.61 0.61 0.62 0.63 0.64 0.64 0.66 0.65 0.63 0.61 0.58 0.55 0.54 0.53 0.51 0.51 0.53 0.53 0.47 0.23 0.29 0.22 0.19 0.02 0.03 0.06 0.10 0.18 0.33 0.85 1.24 1.30 1.36 1.32 1.19 1.07 0.91 0.78 3.50 2.18 46.26 1.12 7.16 7.01 0.98 45.16 0.48 46.84 0.92 7.75 2.31 2.55 45.85 0.41 0.33 0.33 0.32 0.32 0.32 0.33 0.33 0.31 0.29 0.26 0.21 0.16 0.12 0.02 0.03 0.05 0.09 0.17 0.28 0.63 1.11 1.26 1.32 1.28 1.13 0.97 0.78 0.63 0.51 0.44 0.36 0.32 0.21 0.18 0.21 0.18 0.19 0.19 0.18 0.19 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.16 0.15 0.14 0.12 0.11 0.09 0.02 0.03 0.05 0.08 0.15 0.22 0.51 0.96 1.16 1.21 1.18 1.07 0.89 0.68 0.52 0.39 0.30 0.25 0.20 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.08 0.09 0.08 0.09 0.09 0.09 0.10 0.09 0.09 0.09 0.08 0.07 0.07 0.06 0.02 0.03 0.05 0.08 0.12 0.19 0.50 0.94 1.09 1.12 1.11 1.02 0.84 0.62 0.44 0.31 0.24 0.19 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 0.02 0.02 0.04 0.07 0.11 0.21 0.51 0.92 1.07 1.08 1.08 1.00 0.80 0.57 0.39 0.26 0.19 0.15 0.03 0.03 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.04 0.07 0.11 0.18 0.49 0.92 1.08 1.11 1.09 0.98 0.77 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.01 0.02 0.04 0.07 0.13 0.20 0.48 0.93 1.13 1.18 1.13 0.98 0.75 0.03 0.03 0.03 0.04 0.03 0.03 0.04 0.03 0.03 0.03 0.03 0.02 0.02 0.02 0.02 0.01 0.01 0.02 0.04 0.07 0.15 0.25 0.59 1.07 1.21 1.26 1.18 0.97 0.73 0.48 0.03 0.04 0.04 0.05 0.05 0.04 0.05 0.04 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.01 0.02 0.04 0.07 0.15 0.29 0.79 1.18 1.21 1.26 1.19 0.95 0.69 0.46 0.04 0.05 0.06 0.07 0.07 0.07 0.07 0.07 0.06 0.06 0.05 0.04 0.03 0.02 0.01 0.01 0.01 0.02 0.04 0.07 0.15 0.29 0.80 1.14 1.17 1.23 1.15 0.91 0.66 0.45 0.11 0.11 0.11 0.11 0.11 0.10 0.09 0.07 0.03 0.02 0.02 0.01 0.02 0.04 0.07 0.15 0.25 0.59 1.00 1.09 1.14 1.06 0.87 0.66 0.46 0.17 0.18 0.17 0.18 0.18 0.17 0.17 0.13 0.04 0.02 0.02 0.01 0.02 0.04 0.06 0.13 0.19 0.41 0.76 0.92 1.00 0.96 0.84 0.67 0.50 0.26 0.26 0.26 0.26 0.27 0.27 0.26 0.21 0.07 0.02 0.03 0.01 0.02 0.03 0.06 0.10 0.14 0.35 0.66 0.78 0.84 0.87 0.82 0.70 0.57 0.46 0.40 0.41 0.36 0.38 0.36 0.36 0.36 0.37 0.36 0.36 0.29 0.11 0.04 0.04 0.01 0.02 0.03 0.05 0.09 0.16 0.35 0.60 0.70 0.79 0.84 0.96 0.79 0.76 0.63 0.64 0.74 0.82 0.49 0.44 0.43 0.45 0.46 0.45 0.44 0.37 0.15 0.06 0.05 0.01 0.02 0.04 0.07 0.13 0.22 0.43 0.68 0.85 0.99 1.20 1.50 1.23 1.38 1.16 1.16 1.34 1.42 0.59 0.50 0.48 0.53 0.57 0.58 0.58 0.48 0.19 0.09 0.06 0.02 0.02 0.04 0.09 0.17 0.28 0.47 0.70 0.89 1.07 1.32 1.49 1.51 1.48 1.44 1.51 1.91 2.17 1.94 1.92 1.84 1.39 0.92 0.67 0.55 0.54 0.60 0.68 0.73 0.78 0.64 0.27 0.13 0.09 0.02 0.03 0.05 0.09 0.16 0.28 0.44 0.65 0.82 0.99 1.19 1.36 1.44 1.41 1.46 1.72 2.26 2.65 2.43 2.43 2.26 1.70 1.11 0.76 0.60 0.58 0.68 0.82 0.91 1.02 0.89 0.41 0.19 0.12 0.03 0.04 0.06 0.10 0.17 0.27 0.42 0.58 0.73 0.87 1.02 1.14 1.20 1.27 1.47 1.88 2.67 3.11 2.72 2.78 2.78 2.06 1.31 0.88 0.67 0.63 0.74 0.92 1.09 1.17 1.10 0.71 0.23 0.13 0.04 0.05 0.07 0.11 0.17 0.27 0.40 0.54 0.66 0.75 0.84 0.91 0.98 1.13 1.42 1.92 2.77 3.36 2.99 3.07 2.96 2.18 1.43 0.97 0.73 0.67 0.79 0.97 1.14 1.22 1.14 0.73 0.24 0.13 0.04 0.06 0.08 0.12 0.18 0.26 0.37 0.49 0.56 0.62 0.68 0.72 0.78 0.97 1.31 1.88 2.84 3.37 2.96 3.09 3.12 2.33 1.50 1.03 0.78 0.72 0.82 0.98 1.07 1.17 1.02 0.46 0.21 0.13 0.05 0.07 0.09 0.13 0.19 0.26 0.36 0.43 0.48 0.53 0.56 0.60 0.67 0.84 1.19 1.73 2.58 3.21 2.88 3.02 2.93 2.19 1.47 1.04 0.83 0.77 0.84 0.94 0.99 1.05 0.85 0.33 0.15 0.11 0.06 0.09 0.11 0.15 0.21 0.27 0.34 0.40 0.43 0.46 0.48 0.50 0.56 0.72 1.03 1.53 2.34 2.78 2.48 2.66 2.65 2.06 1.40 1.03 0.84 0.81 0.87 0.92 0.93 0.93 0.77 0.30 0.12 0.10 0.07 0.10 0.14 0.18 0.24 0.29 0.34 0.38 0.40 0.41 0.43 0.45 0.51 0.66 0.90 1.27 1.89 2.35 2.23 2.37 2.18 1.70 1.24 0.97 0.84 0.83 0.89 0.90 0.90 0.89 0.73 0.30 0.12 0.10 0.08 0.12 0.17 0.22 0.26 0.31 0.35 0.37 0.39 0.40 0.41 0.42 0.48 0.61 0.83 1.14 1.56 1.72 1.44 1.51 1.73 1.47 1.13 0.93 0.82 0.82 0.88 0.92 0.93 0.93 0.77 0.30 0.12 0.10 0.09 0.13 0.19 0.25 0.30 0.34 0.36 0.38 0.39 0.39 0.40 0.42 0.48 0.61 0.79 1.01 1.29 0.84 1.16 1.40 1.23 1.01 0.87 0.79 0.78 0.85 0.94 1.00 1.05 0.85 0.34 0.15 0.12 0.09 0.14 0.20 0.28 0.34 0.36 0.38 0.40 0.41 0.41 0.42 0.43 0.49 0.61 0.79 0.96 1.22 0.77 1.13 1.33 1.16 0.94 0.81 0.74 0.74 0.84 0.99 1.07 1.18 1.01 0.46 0.22 0.14 0.09 0.15 0.22 0.30 0.36 0.40 0.43 0.45 0.46 0.47 0.47 0.48 0.52 0.63 0.81 1.05 1.36 1.22 1.48 1.27 0.99 0.79 0.70 0.69 0.81 0.99 1.16 1.24 1.16 0.74 0.25 0.15 0.10 0.16 0.23 0.33 0.40 0.45 0.50 0.52 0.55 0.56 0.55 0.55 0.57 0.67 0.87 1.17 1.69 1.99 1.80 2.01 1.97 1.52 1.05 0.79 0.67 0.66 0.78 0.96 1.13 1.20 1.13 0.75 0.26 0.16 0.10 0.16 0.25 0.34 0.44 0.51 0.57 0.63 0.66 0.68 0.67 0.65 0.65 0.75 0.96 1.35 1.99 2.43 2.26 2.51 2.35 1.80 1.19 0.84 0.67 0.65 0.74 0.89 0.98 1.08 0.96 0.49 0.25 0.16 0.10 0.17 0.26 0.36 0.45 0.56 0.65 0.77 0.85 0.88 0.86 0.79 0.75 0.83 1.07 1.55 2.37 2.87 2.55 2.90 2.86 2.13 1.37 0.95 0.74 0.68 0.74 0.81 0.86 0.91 0.75 0.37 0.22 0.18 0.09 0.17 0.26 0.36 0.46 0.57 0.71 0.87 1.02 1.09 1.03 0.91 0.84 0.90 1.15 1.63 2.41 3.05 2.78 3.15 3.00 2.24 1.52 1.08 0.84 0.76 0.79 0.82 0.81 0.80 0.68 0.37 0.25 0.21 0.08 0.16 0.25 0.36 0.45 0.58 0.76 1.00 1.18 1.28 1.19 1.06 0.93 0.96 1.20 1.66 2.43 2.87 2.62 3.02 2.97 2.34 1.63 1.22 0.99 0.90 0.89 0.87 0.83 0.80 0.69 0.43 0.31 0.26 0.07 0.14 0.24 0.34 0.42 0.53 0.70 0.95 1.18 1.22 1.22 1.05 0.94 1.00 1.22 1.59 2.19 2.67 2.58 2.98 2.75 2.22 1.69 1.37 1.18 1.09 1.04 1.00 0.96 0.90 0.77 0.52 0.39 0.33 0.04 0.07 0.10 0.15 0.23 0.31 0.42 0.65 1.07 0.90 1.06 0.77 0.76 0.85 1.07 1.41 1.91 2.18 2.01 2.35 2.48 2.15 1.75 1.50 1.35 1.26 1.22 1.17 1.09 0.99 0.83 0.60 0.46 0.39 0.02 0.03 0.05 0.06 0.09 0.14 0.20 0.29 0.39 0.46 0.49 0.51 0.56 0.70 0.92 1.21 1.59 1.90 1.83 1.53 1.32 1.27 1.18 1.16 1.20 1.31 1.45 1.50 1.91 2.09 2.13 1.86 1.63 1.48 1.41 1.39 1.37 1.31 1.18 1.02 0.84 0.62 0.48 0.40 0.02 0.02 0.03 0.05 0.08 0.11 0.15 0.20 0.26 0.31 0.37 0.44 0.51 0.63 0.81 1.03 1.32 1.51 1.56 1.41 1.33 1.26 1.19 1.16 1.22 1.34 1.45 1.50 1.68 1.75 1.72 1.57 1.43 1.37 1.37 1.40 1.38 1.30 1.18 1.00 0.80 0.60 0.48 0.40 0.02 0.02 0.03 0.04 0.06 0.08 0.12 0.15 0.20 0.24 0.30 0.38 0.46 0.57 0.71 0.87 1.07 1.24 1.30 1.29 1.26 1.18 1.14 1.14 1.17 1.26 1.37 1.41 1.46 1.47 1.40 1.32 1.27 1.23 1.25 1.29 1.27 1.20 1.08 0.89 0.72 0.58 0.46 0.37 0.01 0.02 0.02 0.03 0.04 0.06 0.08 0.10 0.13 0.17 0.22 0.29 0.36 0.46 0.58 0.69 0.81 1.06 1.18 1.20 1.12 0.98 0.98 0.99 1.00 1.04 1.23 1.31 1.32 1.22 1.07 1.05 1.03 1.01 1.00 1.13 1.22 1.16 0.96 0.71 0.60 0.48 0.37 0.29 0.01 0.01 0.01 0.02 0.03 0.03 0.04 0.06 0.07 0.09 0.12 0.15 0.19 0.25 0.32 0.38 0.45 0.65 0.88 0.87 0.65 0.53 0.54 0.56 0.55 0.56 0.73 0.94 0.93 0.71 0.57 0.56 0.57 0.53 0.51 0.61 0.78 0.74 0.52 0.36 0.30 0.26 0.19 0.15 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.03 0.04 0.05 0.06 0.07 0.07 0.09 0.14 0.15 0.20 0.26 0.31 0.30 0.26 0.21 0.20 0.23 0.20 0.24 0.30 0.34 0.33 0.29 0.23 0.21 0.23 0.20 0.23 0.28 0.30 0.29 0.24 0.18 0.12 0.10 0.07 0.04 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.03 0.04 0.05 0.07 0.10 0.13 0.15 0.16 0.16 0.16 0.14 0.12 0.12 0.12 0.15 0.16 0.17 0.17 0.17 0.15 0.13 0.12 0.12 0.14 0.15 0.15 0.15 0.13 0.11 0.08 0.06 0.04 0.03 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.03 0.04 0.05 0.06 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.07 0.07 0.07 0.07 0.07 0.06 0.05 0.04 0.03 0.03 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.03 0.03 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.05 0.05 0.05 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 © CNH ARCHITECTS, INC. CNH NO.: REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N , O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y L I C E N S E D A R C H I T E C T U N D E R T H E LA W S O F T H E S T A T E O F DA T E : LI C . N O . : DA T E : LI C . N O . : PR I N T N A M E : SI G N A T U R E : PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . : PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . : PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . : PR I N T N A M E : SI G N A T U R E : 11 1 2 N o r t h 5 t h S t r e e t Mi n n e a p o l i s , M N 5 5 4 1 1 (6 1 2 ) 3 4 3 - 5 9 6 5 16 2 4 N o r t h R i v e r f r o n t D r i v e Ma n k a t o , M N 5 6 0 0 1 (5 0 7 ) 6 2 5 - 7 8 6 9 C: \ R e v i t l o c a l \ 2 0 2 4 - R e v i t \ 2 5 - 0 1 3 - R 2 4 - E D I - D O L E J S - L a k e v i l l e C o m bi n e d F i r e S t a t i o n - E l e c t r i c a l _ g r e g n e v a . r v t 12 / 2 9 / 2 0 2 5 1 1 : 2 5 : 2 7 A M CITY SUBMITTAL - NOT FOR CONSTRUCTION E1.2 La k e v i l l e C o m b i n e d F i r e S t a t i o n La k e v i l l e , M N 24051 Electrical Site Plan - Photometrics MI N N E S O T A 12 / 2 9 / 2 5 EDI-DOLEJS #25-013 40 2 9 0 JA Y S . H R U B Y P E 12/29/25 1" = 30'-0"E1.2 1 Electrical Site Plan - Photometrics 1. A. B. C. D. E. F. G. H. I. 2. A. B. C. D. E. F. G. H. I. 3. A. B. C. D. E. F. G. H. I. 4. A. B. C. D. E. F. G. H. I. 5. A. B. C. D. E. F. G. H. I. DESCRIPTION OF CONTROLS: SITE LIGHTING STANDARDS AND BUILDING MOUNTED FIXTURES SHALL BE CONTROLLED THROUGHT SEPERATE CONTROL POINTS THROUGH RELAY CONTROLLED BY ASTRONOMICAL TIME-CLOCK. SCHEDULE IS PROGRAMMABLE WITH AN INITIAL SETTING OF 'ON' AT DUSK , 'OFF' AT DAWN. LIGHTING SHALL DIM AFTER PRESET TIME OF 10:00PM TO 50% OUTPUT UNTIL DAWN. LIGHTING SHALL RAISE IN INTENSITY FOR A PRESET DURATION OF TIME WHEN MOTION IS DETECTED. LUMINAIRE SCHEDULE: TYPE AA3: LIGHT SOURCE - LED - TYPE 3 DISTRIBUTION WATTAGE - 93 INITIAL LUMEN OUTPUT - 8404 CRI - 80 COLOR TEMPERATURE - 3000K OPTIONS - HOUSE SIDE SHIELD LLF - 1.0 BUG RATING - B1-U0-G3 MOUNTING - 27' RSS POLE ON 3' BASE TYPE AA4: LIGHT SOURCE - LED - TYPE FT DISTRIBUTION WATTAGE - 93 INITIAL LUMEN OUTPUT - 8309 CRI - 80 COLOR TEMPERATURE - 3000K OPTIONS - HOUSE SIDE SHIELD LLF - 1.0 BUG RATING - B1-U0-G2 MOUNTING - 27' RSS POLE ON 3' BASE TYPE DD: LIGHT SOURCE - LED WATTAGE - 7 INITIAL LUMEN OUTPUT - 700 CRI - 80 COLOR TEMPERATURE - 3000K OPTIONS - VISUAL COMFORT OPTICS LLF - 1.0 BUG RATING - B0-U0-G0 MOUNTING - 10' AFG TYPE EE: LIGHT SOURCE - LED WATTAGE - 32 INITIAL LUMEN OUTPUT - 3015 CRI - 80 COLOR TEMPERATURE - 3000K OPTIONS - NONE LLF - 1.0 BUG RATING - B1-U0-G1 MOUNTING - 16'-4" AFG TYPE FF: LIGHT SOURCE - LED WATTAGE - 13.5 INITIAL LUMEN OUTPUT - 858 CRI - 80 COLOR TEMPERATURE - 3000K OPTIONS - NONE LLF - 1.0 BUG RATING - B0-U1-G0 MOUNTING - GROUND NORTH EXHIBIT J © CNH ARCHITECTS, INC. CNH NO.:24051 Project Issue Date Fi l e P a t h 5/ 3 1 / 2 0 0 7 1 1 : 2 2 : 0 0 A M 02.26.2026 REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R La k e v i l l e F i r e S t a t i o n C o m b i n e d La k e v i l l e , M N DA T E : LI C . N O . : PR I N T N A M E : SI G N A T U R E : LI C E N S E D P R O F E S S I O N A L L A N D S C A P E A R C H I T E C T DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N TH E S T A T E O F M I N N E S O T A . UN D E R T H E L A W S O F 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com 42 9 5 4 Br y a n H a r j e s , P L A Tree Removal and Preservation Tabulation L1.2 CITY SUBMITTAL - NOT FOR CONSTRUCTION EXHIBIT K 1026 1026 1025 1023 1021 1020 1019 1017 1015 1013 1012 1011 1008 10 1 2 101 3 101 4 101 5 10 1 7 10 1 8 10 2 0 10 2 2 10 2 3 10 2 5 10 2 7 102 8 103 0 103 2 10 3 3 103 5 1037 10401039 103 8 1037 103 6 103 5 103 4 10 3 3 10 3 2 10 3 1 10 3 0 10 2 9 10 2 8 10 2 7 10 2 6 1025 102 5 102 3 10 2 2 10 2 0 101 8 101 7 1015 1014 10 1 3 101 4101 5 10 1 6 1017 1018 1017 1019 102 0 102 9 102 8 1027 1025 10 2 6 10 2 4 1023 1013 1014 1016 1017 1018 1019 1020 1021 1022 1030 1032 1033 1034 1036 1037 1036 10 2 2 10 2 3 1024 1025 10 2 6 102 6 10 3 6 10 3 3 1035 1021 1023 1022 1021 1023 1018 1019 1020 1021 1022 102 0 U P STRM (INV) ELEV=1019.40 CG PH H H STRM (INV) ELEV=1026.40 P H M EC FH F P VPP M C CC M M P P M M VVF F F l E l l W S MH SSWRR=1028.08 E (10INCH CLAY) N (10inch CLAY) S (10INCH CLAY) 1014.63 1000.86 INV: INV:1010.06INV:INV:INV: INV: F E SMH SSWRR=1020.13 S (8INCH PVC) N (8inch PVC)996.94 996.93 INV:INV:INV:INV:INV: INV: H FESTELEV=1019.52 FEST ELEV=1026.41 CBR=1032.65 N (12INCH RCP)1030.40INV:INV:INV:INV:INV:INV: CBR=1013.48 E (15INCH RCP) NW (15inch RCP)1008.16 1008.16 INV:INV:INV:INV:INV: INV: CBR=1021.25 E (15INCH RCP)1017.37INV:INV:INV:INV:INV:INV: CBR=1013.39 W (15INCH RCP) N (15inch RCP)1009.26 1009.17 INV:INV:INV:INV:INV: INV: CBR=1021.21 S (15INCH RCP) W (15inch RCP) NE (18INCH RCP) 1017.26 1017.17 INV: INV:1017.25INV:INV:INV: INV: 1026.10 1026.00 1026.10 CB R=1029.87 W (15INCH RCP) E (15inch RCP) N (6INCH PVC) SE (6inch PVC) 1026.42 1026.32 INV: INV:1027.42 INV:1027.47INV:INV: INV: CBR=1030.72 W (15INCH RCP) E (15inch RCP) NW (6INCH PVC) 1026.90 1026.80 INV: INV:1027.20INV:INV:INV: INV: CBR=1033.28 W (15INCH RCP)1029.56INV:INV:INV:INV:INV:INV: CBR=1035.17 E (18INCH RCP)1031.42INV:INV:INV:INV:INV:INV: CBR=1031.71 S (12INCH RCP)1028.59INV:INV:INV:INV:INV:INV: CBR=1017.22 SE (15INCH RCP)1013.77INV:INV:INV:INV:INV:INV:D MH STRMR=1017.31 ? (?INCH ?)INV:INV:INV:INV:INV:INV: 1027.27 1026.49 1021 1019 1017 1013 1011 1009 1007 1018 1016 1014 1012 1008 1006 1018 1027 1026 1023 1022 1021 1022 102 7102 6 102 4 10 2 2 10 2 4 10 2 3 1004 1003 1002 1012 1014 1013 1011 1011 1013 1014 1012 1017 1024 1015 1020 1010 1025 102 5 10 2 5 1005 1010 10151015 1010 1023 1022 102 2 102 3 1028 1029 1030 1031 1032 1033 1034 1035 102 2 10 2 3 102 3 102 2 1021 1020 1019 1018 1023 1023 1024 1025 1026 1027 1028 1029 1030 1022 © CNH ARCHITECTS, INC. CNH NO.:24051 Project Issue Date Fi l e P a t h 5/ 3 1 / 2 0 0 7 1 1 : 2 2 : 0 0 A M 12.30.2025 REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R La k e v i l l e F i r e S t a t i o n C o m b i n e d La k e v i l l e , M N DA T E : LI C . N O . : PR I N T N A M E : SI G N A T U R E : LI C E N S E D P R O F E S S I O N A L L A N D S C A P E A R C H I T E C T DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N TH E S T A T E O F M I N N E S O T A . UN D E R T H E L A W S O F 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com 42 9 5 4 Br y a n H a r j e s , P L A Tree Removal and Preservation Reference Plan L1.3 LEGEND EXISTING TREE TO REMAIN LIMIT OF DISTURBANCE PROPOSED FIRE STATION NOTES 1. ALL EXISTING TREES WITHIN LIMIT OF DISTURBANCE TO BE REMOVED AREA 1 AREA 2 © CNH ARCHITECTS, INC. CNH NO.:24051 Project Issue Date Fi l e P a t h 5/ 3 1 / 2 0 0 7 1 1 : 2 2 : 0 0 A M 12.30.2025 REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R La k e v i l l e F i r e S t a t i o n C o m b i n e d La k e v i l l e , M N DA T E : LI C . N O . : PR I N T N A M E : SI G N A T U R E : LI C E N S E D P R O F E S S I O N A L L A N D S C A P E A R C H I T E C T DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N TH E S T A T E O F M I N N E S O T A . UN D E R T H E L A W S O F 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com 42 9 5 4 Br y a n H a r j e s , P L A Tree Removal and Preservation Plan L1.4 TREE TO BE REMOVED TREE TO BE REMOVED AREA 1 AREA 2 P CG PH H H P H M EC FH F F F E E E F DODD BLV D GR A N B Y L A N E OUTDOOR F I T N E S S 1021 1019 1017 1013 1011 1009 1007 1018 1016 1014 1012 1008 1006 1018 1026 1023 1022 1021 1022 10 2 2 10 2 4 10 2 3 1004 1003 1002 1012 1014 1013 1011 1011 1013 1014 1012 1017 1024 1015 1020 1010 1025 10 2 5 1005 1010 10151015 1010 10 2 3 10 2 2 1022 102 3 1028 1029 1030 1031 1032 1033 1034 1035 102 2 10 2 3 102 3 102 2 1021 1020 1019 1018 102 3 1023 1024 1025 1026 1027 1028 1029 1030 1022 1021 1023 10241025 10261027 1028 1030 1031 1032 1033 10 2 9 1030 10311032 10331034 103 5 1022 10 2 4 10 2 3 10 2 5 10 2 6 10 2 3 10 2 7 10 2 8 1025 1022 1023 1022 1023 1030 10261027 10281029 102 2 101 9 1020 1033 1029 1034 1035 1027 1 - MS Spring Snow Crabapple 4 - QB Swamp White Oak 1 - AB Autumn Brilliance Apple Serviceberry 1 - AB Autumn Brilliance Apple Serviceberry 1 - AB Autumn Brilliance Apple Serviceberry 16 - SH Prairie Dropseed 26 - SJ Magic Carpet Japanese Spirea 38 - SH Prairie Dropseed 24 - DL Bush Honeysuckle 1 - AB Autumn Brilliance Apple Serviceberry 54 - AM Iroquois Beauty™ Black Chokeberry 4 - PV Shenandoah Switch Grass 4 - QB Swamp White Oak FLAG, SEE ARCH 6 - TB2 Technito® Arborvitae 6 - TY Taunton's Anglo-Japanese Yew 3 - TC2 Stonehenge® Anglo-Japanese Yew 6 - SJ Magic Carpet Japanese Spirea 3 - TC2 Stonehenge® Anglo-Japanese Yew 5 - TY Taunton's Anglo-Japanese Yew 5 - SJ Magic Carpet Japanese Spirea 2 - TC2 Stonehenge® Anglo-Japanese Yew18 - SH Prairie Dropseed 2 - TC2 Stonehenge® Anglo-Japanese Yew 13 - SJ Magic Carpet Japanese Spirea 8 - HF First Editions® FlowerFull® Hydrangea 8 - HF First Editions® FlowerFull® Hydrangea 7 - HF First Editions® FlowerFull® Hydrangea 6 - SJ Magic Carpet Japanese Spirea 11 - SJ Magic Carpet Japanese Spirea 1 - TC2 Stonehenge® Anglo-Japanese Yew 5 - TY Taunton's Anglo-Japanese Yew 1 - TC2 Stonehenge® Anglo-Japanese Yew 38 - RH Gro-Low Fragrant Sumac 8 - PV Shenandoah Switch Grass 6 - PV Shenandoah Switch Grass 11 - HM Japanese Forest Grass 8 - SJ Magic Carpet Japanese Spirea 11 - SJ Magic Carpet Japanese Spirea 1 - AB Autumn Brilliance Apple Serviceberry 107 - RH Gro-Low Fragrant Sumac 4 - AS Sienna Glen® Maple 13 - TB2 Technito® Arborvitae 12 - QE Crimson Spire™ Oak 3 - BN River Birch 3 - BN River Birch4 - CO Common Hackberry 1 - AS Sienna Glen® Maple 1 - AS Sienna Glen® Maple 1 - AB Autumn Brilliance Apple Serviceberry 5 - AB Autumn Brilliance Apple Serviceberry 4 - CO Common Hackberry 4 - BN River Birch 4 - BN River Birch 2 - AS Sienna Glen® Maple 4 - BN River Birch 7 - AA Armstrong Red Maple 2 - CO Common Hackberry 2 - PB6 Black Hills Spruce 2 - MS Spring Snow Crabapple 10 - SH Prairie Dropseed 20 - HM Japanese Forest Grass 8 - PV Shenandoah Switch Grass 34 - HM Japanese Forest Grass SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE CONTAINER DECIDUOUS ORNAMENTAL TREES AB 11 Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Serviceberry 2" Cal. B&B MS 3 Malus x 'Spring Snow' / Spring Snow Crabapple 2" Cal. B&B 14 SUBTOTAL: DECIDUOUS TREES AA 7 Acer rubrum 'Armstrong' / Armstrong Red Maple 2.5" Cal. B&B AS 8 Acer x freemanii `Sienna` / Sienna Glen® Maple 2.5" Cal. B&B BN 18 Betula nigra / River Birch 6` Ht. B&B CO 10 Celtis occidentalis / Common Hackberry 2.5" Cal. B&B QB 8 Quercus bicolor / Swamp White Oak 2.5" Cal. B&B QE 12 Quercus x 'Crimschmidt' / Crimson Spire™ Oak 2.5" Cal. B&B 63 SUBTOTAL: EVERGREEN TREES PB6 2 Picea glauca densata / Black Hills Spruce 6` Ht. B&B TB2 19 Thuja occidentalis 'Bail John' / Technito® Arborvitae 6` Ht.Cont. 21 SUBTOTAL: DECIDUOUS SHRUBS AM 54 Aronia melanocarpa 'Morton' / Iroquois Beauty™ Black Chokeberry #5 Cont. DL 24 Diervilla lonicera / Bush Honeysuckle #5 Cont. HF 23 Hydrangea arborescens 'BAlful' / First Editions® FlowerFull® Hydrangea #5 Cont. RH 145 Rhus aromatica 'Gro-Low' / Gro-Low Fragrant Sumac #5 Cont. SJ 86 Spiraea japonica 'Walbuma' / Magic Carpet Japanese Spirea #5 Cont. 332 SUBTOTAL: EVERGREEN SHRUBS TC2 12 Taxus x media 'SMNTHDC' / Stonehenge® Anglo-Japanese Yew #5 Cont. TY 16 Taxus x media 'Tauntonii' / Taunton's Anglo-Japanese Yew #5 Cont. 28 SUBTOTAL: GRASSES HM 65 Hakonechloa macra / Japanese Forest Grass #1 Cont. PLANT SCHEDULE L101L1.0 Planting Plan © CNH ARCHITECTS, INC. CNH NO.:24051 Project Issue Date Fi l e P a t h 5/ 3 1 / 2 0 0 7 1 1 : 2 2 : 0 0 A M 02.26.2026 REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R La k e v i l l e F i r e S t a t i o n C o m b i n e d La k e v i l l e , M N DA T E : LI C . N O . : PR I N T N A M E : SI G N A T U R E : LI C E N S E D P R O F E S S I O N A L L A N D S C A P E A R C H I T E C T DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N TH E S T A T E O F M I N N E S O T A . UN D E R T H E L A W S O F 800 WASHINGTON AVE N. #103 MINNEAPOLIS, MN 55401 www.hkgi.com 42 9 5 4 Br y a n H a r j e s , P L A 00 30'60' LEGEND PLANTING BED- ROCK MULCH WITH FABRIC AND DRIP IRRIGATION SOD WITH IRRIGATION ARTIFICIAL TURF, SEE ARCHITECTURE CONTRACTOR TO RESTORE ALL DISTURBED AREAS, SEE CIVIL PLANS FOR BASIN REQUIREMENTS AND PROJECT WORK LIMITS CITY SUBMITTAL - NOT FOR CONSTRUCTION SEE CIVIL FOR BASIN DETAILS LANDSCAPE EDGING (BETWEEN PLANTING BED AND TURF) EXHIBIT L SC B A W a s h e r RE F . REF. Fill Station To o l Ch e s t Cylinder Cart DW Fitness Quartermaster Storage Mechanical Room Storage Stair A IT Room Vestibule Lobby Classroom Storage - Tables & Chairs Storage - Training Equipment Breakout Room Janitor Restrooms Apparatus Bays Apparatus Bays Janitor Equipment Racks Storage -EMS Tornado Shelter / Locker Room Mech / Elec Restroom / Shower Restrooms Stair B Elevator Firepole Vestibule Training Captain Fire Marshal Fire InspectorAdmin Asst. Conference Room Kitchenette / Collab Area Future Workspace Battalion Office Captain Office Firefighter Workroom / Dispatch Battalion Chief Fire Chief East Training Tower SCBA Electrical West Training Tower Turnout Gear B Fire Inspector Turnout Gear A Electrical Future Office Work Room Janitor / Truck Wash Gear Wash Decon Restroom Decon Showers Asst. Chief 31' - 0 1/2"25' - 8 5/8"46' - 3 1/2"29' - 4"87' - 0 3/8"32' - 8 1/8"69' - 7 1/2" 7' - 0 1 / 2 " 42 ' - 0 " 10 ' - 0 " 91 ' - 7 5 / 8 " 48 ' - 8 " 47 ' - 8 1 / 2 " 13 ' - 3 " 38 ' - 3 5 / 8 " 49 ' - 1 1 / 2 " 50 ' - 1 1 1 / 2 " 22' - 4 1/2"50' - 4 1/2"59' - 7 5/8"87' - 0 3/8"24' - 3 5/8"78' - 0" 18 ' - 8 " 91 ' - 7 5 / 8 " 19 ' - 4 " 3' - 8 1 / 2 " CS04 E1 CS04 N1 CS04A1 CS04 J1 Riser Room © CNH ARCHITECTS, LTD. CNH NO.: REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R C: \ R E V I T ( l o c a l ) \ 2 0 2 4 \ 2 4 0 5 1 - L a k e v i l l e C o m b i n e d F i r e S t a t i o n _ b j a c o b s o n - c n h . r v t 1/ 2 / 2 0 2 6 2 : 3 2 : 0 4 P M CITY SUBMITTAL -NOT FOR CONSTRUCTION CS02 La k e v i l l e C o m b i n e d F i r e S t a t i o n La k e v i l l e , M N 24051 12/30/25 First Floor Plan 1" = 10'-0"CS02 A1 First Floor Plan EXHIBIT M W D WD SCBA Compressor Kitchen Dining Dayroom Laundry Stair B Stair A Pantry Mech Chase Elevator Firepole Hotsy Training Mezzanine Training Storage Mechanical East Training Tower West Training Tower Training Hallway Lo c k e r H a l l w a y Restroom Dorm Lo c k e r H a l l w a y Dorm Restroom Lo c k e r H a l l w a y Dorm Restroom Restroom Dorm Lo c k e r H a l l w a y Dorm Restroom WellnessLocker Hallway Dorm Restroom Dorm Restroom Locker Hallway Dorm Restroom Dorm Restroom Locker Hallway Dorm Restroom Lo c k e r H a l l w a y Locker Hallway Locker Hallway Patio 22' - 4 5/8"78' - 7"87' - 0 3/8"32' - 8 1/8"71' - 4" 8' - 8 1 / 2 " 49' - 3"25' - 7 1/8"25' - 10"87' - 3 7/8"24' - 3 5/8"78' - 0" 31 ' - 4 3 / 8 " 18 ' - 8 " 91 ' - 7 5 / 8 " 23 ' - 0 1 / 2 " CS04 E1 CS04 N1 CS04A1 CS04 J1 Training Balcony East Training Tower 24' - 3 5/8" 20 ' - 1 1 5 / 8 " West Training Tower21 ' - 7 5 / 8 " 3' - 8 1 / 2 " 10' - 3 1/2"22' - 4 5/8" © CNH ARCHITECTS, LTD. CNH NO.: REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R C: \ R E V I T ( l o c a l ) \ 2 0 2 4 \ 2 4 0 5 1 - L a k e v i l l e C o m b i n e d F i r e S t a t i o n _ b j a c o b s o n - c n h . r v t 1/ 2 / 2 0 2 6 2 : 3 2 : 0 8 P M CITY SUBMITTAL -NOT FOR CONSTRUCTION CS03 La k e v i l l e C o m b i n e d F i r e S t a t i o n La k e v i l l e , M N 24051 12/30/25 Second and Third Floor Plan 1" = 10'-0"CS03 A1 Second Floor Plan 1" = 10'-0"CS03 P15 Third Floor Plan at East Training Tower 1" = 10'-0"CS03 P11 Third Floor Plan at West Training Tower Prefinished composite wall panel; CW-1 Aluminum storefront glazing system Prefinished metal cap flashing Brick masonry unit; BK-1 ACM fascia ACM facia Prefinished metal cap flashing Prefinished composite wall panel; CW-1 Aluminum storefront glazing system ACM canopy Aluminum storefront glazing system Prefinished composite wall panel on ; CW-1 Aluminum storefront glazing system Cast stone pilaster ACM fascia Prefinished metal cap flashing Aluminum storefront glazing system Brick masonry unit; BK-1 Four-fold doors Cast stone arch Cast stone pilaster ACM fascia Prefinished metal cap flashing Aluminum storefront glazing system Brick masonry unit; BK-1 Four-fold doors Cast stone arch ACM facia Prefinished composite wall panel; CW-1 Halo-lit signage Prefinished composite wall panel; CW-2 ACM accent banding Aluminum curtain wall glazing system 2' - 1 1 1 / 4 " 14 ' - 8 " 19 ' - 7 " 9' - 4 " 28 ' - 6 1 / 4 " Brick masonry unit; BK-1 Brick soldier coursing; BK-2 Prefinished metal cap flashing Brick soldier coursing; BK-2 Brick masonry unit; BK-1 ACM accent band Extruded aluminum horizontal blade equipment screen Rooftop mechanical unit Brick soldier coursing; BK-2 Prefinished composite wall panel; CW-2 Brick soldier coursing; BK-2 Brick soldier coursing; BK-2 Brick soldier coursing; BK-2 Rooftop mechanical unit Extruded aluminum horizontal blade equipment screen Rooftop mechanical unit Extruded aluminum horizontal blade equipment screen ACM fascia Aluminum storefront glazing system Prefinished metal cap flashing Prefinished composite wall panel; CW-1 Aluminum storefront glazing system Prefinished metal cap flashing Brick masonry unit; BK-1 ACM canopy Prefinished composite wall panel; CW-2 Halo-lit signage Prefhinished composite wall panel; CW-1 Prefinished metal cap flashing Brick masonry unit; BK-1 Aluminum storefront glazing system Prefinished composite wall panel; CW-1 2' - 1 1 1 / 4 " 9' - 0 3 / 4 " 25 ' - 2 1 / 4 " Aluminum storefront glazing system 18 ' - 1 1 " Brick soldier coursing; BK-2 Brick masonry unit; BK-1 Rooftop mechanical unit Extruded aluminum horizontal blade equipment screen Brick soldier coursing; BK-2 18 ' - 1 1 " ACM canopy Aluminum storefront glazing system ACM fascia Prefinished composite wall panel; CW-1 Brick masonry unit; BK-1 Overhead sectional door Brick masonry unit; BK-1 ACM fascia Prefinished composite wall panel; CW-1 ACM fascia Prefinished metal cap flashing Brick masonry unit; BK-1 Four-fold doors Cast stone pilaster Aluminum storefront glazing system ACM fascia Prefinished metal cap flashing Brick masonry uinit; BK-1 Four-fold doors Cast stone pilaster Aluminum storefront glazing system Galvanized steel railing and balcony structure; paint with HPC Brick masonry unit; BK-1 Stainless steel checkerplate sill Cast stone cap Cast stone arch Cast stone arch 18 ' - 1 1 " 18 ' - 3 1 / 4 " Prefinished metal cap flashing Aluminum storefront glazing system Prefinished composite wall panel; CW-2 Aluminum storefront glazing system Rooftop mechanical unit Extruded aluminum horizontal blade equipment screen 42 ' - 7 7 / 8 " Brick soldier coursing; BK-2 Brick soldier coursing; BK-2 Rooftop mechanical unit Extruded aluminum horizontal blade quipment scree Brick soldier coursing; BK-2 Extruded aluminum horizontal blade equipment screen Brick soldier coursing; BK-2 25 ' - 2 1 / 4 " Prefinished metal cap flashing Halo-lit signage Prefinished composite wall system; CW-1 Cast stone pilaster Brick masonry unit; BK-1 ACM fascia ACM canopy Prefinished composite wall system; CW-2 ACM fascia Cast stone pilaster Prefinished composite wall panel; CW-1 Brick masonry unit; BK-1 ACM fascia Galvanized steel railing and balcony structure; paint with HPC Aluminum storefront glazing system Brick masonry unit; BK-1 Prefinished metal cap flashing Aluminum storefront glazing system Aluminum storefront glazing system Aluminum storefront glazing system 18 ' - 3 1 / 4 " 19 ' - 7 " Prefinished metal cap flashing Prefinished metal cap flashing Prefinished metal cap flashing Cast stone cap Galvanized steel ships ladder; paint with HPC Prefinished composite wall panel; CW-2 Brick masonry unit; BK-1 Brick soldier coursing; BK-2 Brick soldier coursing; BK-2 31 ' - 2 1 / 4 " Rooftop mechanical unit Extruded aluminum horizontal blade equipment screen Brick soldier coursing; BK-2 Rooftop mechanical unit Extruded aluminum horizontal blade equipment screen Brick soldier coursing; BK-2 Brick soldier coursing; BK-2 18 ' - 1 1 " 18 ' - 1 1 " 7' - 1 " 16 ' - 7 7 / 8 " Exterior Material Calculations West Elevation: Grade A Brick (Utility)40.3 % Cast Stone 20.4 % Composite Wall Panel (Stone-look)18.4 % Glass 15.8 % Grade C Composite Wall Panel (Wood-look) 5.1 % East Elevation: Grade A Brick (Utility)47.2 % Cast Stone 22.2 % Composite Wall Panel (Stone-look)15.4 % Glass 15.2 % North Elevation: Grade A Brick (Utility)40.2 % Composite Wall Panel (Stone-look)38.9 % Glass 16.4 % Grade C Composite Wall Panel (Wood-look) 4.5 % South Elevation: Grade A Brick (Utility)42.5 % Cast Stone 6.7 % Composite Wall Panel (Stone-look)34.8 % Glass 5.9 % Grade C Composite Wall Panel (Wood-look)10.0 % © CNH ARCHITECTS, LTD. CNH NO.: REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R C: \ R E V I T ( l o c a l ) \ 2 0 2 4 \ 2 4 0 5 1 - L a k e v i l l e C o m b i n e d F i r e S t a t i o n _ j h a r t e r W X H L 8 . r v t 2/ 2 6 / 2 0 2 6 4 : 0 8 : 2 2 P M CITY SUBMITTAL -NOT FOR CONSTRUCTION CS04 La k e v i l l e F i r e S t a t i o n 2 La k e v i l l e , M N 24051 2/26/26 Exterior Elevations 1" = 10'-0"CS04 N1 West Elevation 1" = 10'-0"CS04 E7 North Elevation 1" = 10'-0"CS04 J1a East Elevation 1" = 10'-0"CS04 A7 South Elevation EXHIBIT N © CNH ARCHITECTS, LTD. CNH NO.: REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R C: \ R E V I T ( l o c a l ) \ 2 0 2 4 \ 2 4 0 5 1 - L a k e v i l l e C o m b i n e d F i r e S t a t i o n _ b j a c o b s o n - c n h . r v t 1/ 2 6 / 2 0 2 6 6 : 1 9 : 5 1 P M CITY SUBMITTAL -NOT FOR CONSTRUCTION CS05 La k e v i l l e C o m b i n e d F i r e S t a t i o n La k e v i l l e , M N 24051 01/26/26 Exterior Renderings North Perspective from Trail South Perspective from Property Line West Perspective from Trail East Perspective from Future Trail Southwest Buildilng Axonometric Dakota Co unty Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891-7087  Fax 952.891-7127  www.co.dakota.mn.us February 13, 2026 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: DODD COMMONS The Dakota County Plat Commission met on February 11, 2026, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 9 (179TH St. W.) and CSAH 23 (Cedar Ave.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The site includes city property for a proposed fire station and an existing water tower site. The right-of- way needs along CSAH 9 (179th Street West) are 75 feet of half right of way, which has been met. There are no planned access locations along 179th Street to this site. Restricted access should be shown along all of CSAH 9 (179th Street West) and CSAH 23. A quit claim deed to Dakota County for restricted access is required with the recording of the plat mylars. The city mentioned that there are no current plans for Outlot C at this time; however, with a future development review, they plan to discuss an internal road system through Outlot C to the existing site to the east. As noted, the existing plat to the east (DOUBLE E CROSSINGS) was platted in 2005 with stipulations that included a temporary right turns only access along CSAH 23. This access will be closed at some point in the future but allowed to remain at this time. The following includes the meeting notes from the 2005 Double E CROSSINGS plat review with the city and Plat Commission regarding the temporary access along CSAH 23: The temporary access on CSAH 23 (Cedar Avenue) will be removed upon the occurrence of any of the following events: •Access is provided to the site (Double E Crossing) from the connection to 179th St. (future CSAH 9) •If the development of the adjacent parcel to the west of Double E Crossing occurs without connections to the 179th Street alignment. •At the direction of the Dakota County Board of Commissioners, when traffic conditions and/or safety issues warrant. The City of Lakeville has incorporated the agreed upon language into the Lakeville Planning Report regarding closure of the temporary access to CSAH 23 and will be included into the Development Contract. The Dakota County Transportation Department will work with the city to finalize the temporary access regarding the necessary turn lanes. The Plat Commission has approved the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners on March 24, 2026. Traffic volumes on CSAH 9 and CSAH 23 are 15,500 and 22,700 ADT, respectively, and are anticipated to be 16,800 and 42,000 ADT by the year 2040 EXHIBIT O No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact TJ Bentley regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CITY OF LAKEVILLE CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On March 5, 2026 the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of the City of Lakeville for a conditional use permit for a building in excess of 35 feet in height within the C-3, General Commercial District. The Planning Commission conducted a public hearing on the proposed conditional use permits preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The property is located in Planning District No. 5 of the 2040 Comprehensive Land Use Plan, which guides the property for commercial and public and quasi-public land use. 2. The property is zoned C-3, General Commercial District and P/OS, Public and Open Space District. 3. The legal description of the property at the time of final plat will be: Lot 1, Block 1, Dodd Commons 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The fire station use of the property is consistent with the 2040 Comprehensive Land Use Plan and District 5 recommendations of the Comprehensive Plan. b. The proposed use is or will be compatible with present and future land uses of the area. Finding: The fire station and adjacent commercial-zoned parcels are compatible with existing land uses in the area given compliance with the stipulations listed in the February 23, 2026 planning report. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: Provided compliance with the additional setbacks indicated on the site plan, the additional building height of the fire station will conform to all performance standards contained in the Zoning Ordinance. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The subject property is within the existing MUSA and is served with city sanitary sewer and water. The fire station will not have a negative impact on the City’s service capacity. e. Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: The fire station use on a single parcel will not overburden the streets serving the property and the additional building height will not increase the traffic generated by the proposed use. 5. The planning report dated February 23, 2026 prepared by Kris Jenson, Planning Manager is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council hereby approve the conditional use permit conditioned upon compliance with the planning report prepared by Kris Jenson, Planning Manager, dated February 23, 2026. DATED: March 5, 2026 LAKEVILLE PLANNING COMMISSION BY:______________________ Christine Zimmer, Chair