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HomeMy WebLinkAboutItem 05b - Lakeville 35 Log Ctr South Addn - Prelim Plat and CUP1 City of Lakeville Community Development Memorandum To: Planning Commission Heather Botten, Senior Planner March 10, 2026 Packet Material for the March 19, 2026 Planning Commission Meeting Lakeville 35 Logistics Center South -Preliminary plat and CUP April 24, 2026 (60-day deadline) Representatives of Likewise Partners have submitted applications for a preliminary plat and conditional use permit for a one lot, one outlot subdivision to be known as Lakeville 35 Logistics Center South Addition. The site is 15.36 acres in area and located south of Juniper Way (CSAH 70) and north of 215th Street. The applicant is proposing the second phase of Lakeville 35 Logistics Center, a multi-tenant industrial office/warehouse project with an approximate 171,000 square foot building. The property is zoned O-P, Office Park District. Warehouse use requires a conditional use permit within the O-P, Office Park District. The preliminary plat plans have been reviewed by Community Development, Engineering, Environmental Resources, Forestry, and Parks and Recreation Department. : A. Location Map B. Zoning Map C. Narrative D. Preliminary Pat E. Existing Conditions F. Site Plan 2 G. Grading and Drainage Plan H. Landscape Plan I. Photometric Plan J. Exterior Elevation Plans (2 Pages) K. Dakota County Plat Commission letter dated March 12, 2026 . The property is undeveloped land, historically been used for agricultural crop production. There is a wetland on the southeasterly part of the property. The site is surrounded by the following existing or planned land uses: North Juniper Way (CSAH 70) and Office Park OP, Office Park South Agricultural Property, future Warehouse/Light Industrial I-1, Light Industrial East City Owned Property Restricted Development P/OS, Public Open Space District West Industrial Use Office Park OP, Office Park One lot on one block is proposed with the preliminary plat along with one outlot to be deeded to the city. Proposed Lot 1 is 13.66 acres in area with over 1,300 ft of lot width exceeding the minimum lot area (30,000 square feet) and lot width (100 feet) requirements of the OP District. Juniper Way (CSAH 70) abuts the proposed preliminary plat to the north. Juniper Way is a four-lane divided roadway within a 150-foot wide (75-foot north and south half) right-of-way. All required right-of-way had been previously dedicated for Juniper Way. Access to and from the property will be from 215th Street, currently a full access point onto CSAH 70. 215th Street is currently an unpaved road that runs along the southern portion of the plat that will provide two access points to the development. This road is planned for reconstruction, consistent with the City’s urban collector roadway design standards. The project is explained in more detail in the Engineeing Memo dated March 10, 2026. The Dakota County Plat Commission recommended approval of the preliminary plat at the March 11, 2026 meeting subject to the requirements in the approval letter dated March 12, 2026. 3 Tree Preservation. As an industrial district, the tree removal threshold is 70%. The Tree Preservation Plan identifies 2,104 inches of significant trees. The plans propose to remove 202 diameter inches which is below the threshold. A total of 1,902 diameter inches of significant trees are identified to be preserved. All trees identified for preservation shall be protected with appropriate tree protection fencing and measures installed prior to, and maintained throughout, construction. Any preserved trees that are damaged or removed during construction will require replacement in accordance with the Tree Preservation Ordinance. One wetland was identified on the site. No impacts are proposed to the wetland. A grading permit will not be issued until the wetland delineation has been reviewed and approved during the growing season. Grading, drainage, erosion control, and utility plans have been submitted with the preliminary plat and are discussed in more detail in the attached March 10, 2026 engineering report. The Engineering Division recommends approval of Lakeville 35 Logistics Center South Addition preliminary plat and development plans subject to the comments outlined in the engineering report. The City’s Comprehensive Parks, Trails, and Open Space Plan does not identify any future park land needs in the area of the plat. Park dedication will be satisfied with a cash fee in effect at the time of final plat approval. The development of Lakeville 35 Logistics South Addition includes the construction of a 10-foot- wide bituminous trail, constructed on the south side of CSAH 70, adjacent to the plat frontage. The Developer will be responsible for 100% of the grading and restoration for the bituminous trail to the length of the plat. The Developer shall receive a credit to the final plat cash fees for the City’s 3/8th share (excluding grading and restoration) of the trail construction costs. Development of a warehouse in the O-P District requires a conditional use permit per Section 11- 75-7.H of the Zoning Ordinance. The site development and construction plans propose one building, approximately 171,000 square feet to include both office and warehouse type uses. The building is being constructed on speculation, the site plan estimates 10% office/90% warehouse occupancy, consistent with similar industrial office/warehouse buildings. The O-P, Office-Park District requires the following setback requirements: 4 Front Yard (215th St) (CSAH 70) The proposed building will be one-story and 39 feet in height in compliance with O-P District requirements. The building will be constructed with 96% or greater Grade A materials, consisting of smooth texture pre-cast concrete panels painted white and gray with blue accents. The loading docks will be located on the east side of the building. The exterior building materials and design comply with Zoning Ordinance requirements for the OP District. The proposed building is compatible with the area in which it is proposed and consistent in design to other warehouse/office buildings in the OR District, as allowed by the Zoning Ordinance. The property will have two access points via 215th Street on the south side of the site. The egress points have been approved by Engineering. The parking lot meets or exceeds the minimum setbacks from a property line. A parking deferment may be required at the time of final plat if the number of spaces proposed to be constructed on site is less than required by the Zoning Ordinance. The site plan demonstrates two areas of proof of parking to accommodate the expansion of parking facilities to meet the minimum requirements if the parking demand exceeds the site supply. Building size ………………………….. 170,978 SF Minus 10% of floor area allowed by code..153,880 SF Office area - est. 10% of floor area - 15,388 SF 3 spaces per 1,000 SF = Warehouse square feet - est. 90% = 138,492 SF 1 space per 1,000 SF = Required (assuming 10% office occupancy)....184 stalls Provided……………………………………....182 stalls Proof of Parking………………………………40 stalls All drive aisles and parking stalls comply with the required aisle width and parking stall dimensions for two-way 90-degree vehicle parking. The site has been designed to allow semi- truck and trailer and emergency vehicle circulation throughout the site.Employee and visitor vehicles would park on the on the west and north side of the building with semi-traffic and semi- trailer parking using the easterly egress and the loading dock area. 5 Outdoor Storage. Outside storage will be limited to semi-trailers as part of the function of the building occupancy that includes receiving, transferring, shipping of goods and materials. The trailer parking will be located at the rear of the building. The O-P District requires a minimum of 30% landscaped area on the property. Subtracting right-of-way dedication, the lot size is 14.88 acres. The site layout as designed proposes 46.6% greenspace, exceeding minimum requirements. The landscape plan proposes 59 shade and evergreen trees and a variety of shrubs and perennials. Zoning Ordinance 11-21-9.B requires industrial and commercial properties to include perimeter plantings, including along the right-of-way of the proposed preliminary plat. The landscape plan shall be revised to include landscaping along the south part of the building and the west parking lot and continuous row of plantings from CSAH 70 to 215th Street. All of the landscaped areas within and adjacent to the parking lot, including landscaped islands, shall be irrigated in compliance with the Zoning Ordinance. A financial security will be required with the final plat to guarantee installation of the approved landscaping. The security amount will be determined by the developer’s landscaping contractor prior to City Council consideration of the final plat. The Zoning Ordinance for the OP District allows one freestanding sign to a maximum area of 100 square feet and 10 feet in height. The sign shall be located at least 15 from the property line abutting right-of-way and five feet from a side property line. All wall signs shall comply with Chapter 11-23 of the City Code. A sign permit shall be issued by the Community Development Department prior to the installation of any signs. The submitted lighting plan shows that the proposed lighting on site meets the Zoning Ordinance requirement of light levels not exceeding one foot candle at the property line along right-of-way. The light pole height may not exceed 35 feet and the fixture style shall be downcast to meet the ordinance requirements. Wall mounted lights shall be downcast fixtures only. The light fixtures shall meet Zoning Ordinance requirements and shall be reviewed by staff prior to issuance of an electrical permit. If trash will be kept outdoors in an enclosure, the structure must meet the requirements of Section 11-18-11, including exterior materials, location, and screening. All outdoor trash enclosures must be screened with a structure that is a minimum of six feet in height or one foot taller than the containers and must be constructed of materials that match the architecture of the principal building. All rooftop and ground mounted mechanical equipment shall comply with Section 11-21-13 of city code. Screening materials must be aesthetically harmonious and compatible with the building. Snow storage may not take place in required parking spaces. Snow removal is shown to be stored near the southeast side of the building, out of the required parking areas. 6 RECOMMENDATION Community Development Department staff has determined that Lakeville 35 Logistics Center South Addition preliminary plat, preliminary site development plans, and conditional use permit comply with Subdivision and Zoning Ordinance requirements for the O-P district. Staff recommends approval of the preliminary plat and conditional use permit subject to the following stipulations: 1. The recommendations listed in the Engineering Division memorandum dated March 10, 2026. 2. The site and building shall be developed and constructed consistent with the preliminary plat and final plat and site development plans approved by the City Council. 3. Park dedication will be satisfied by a cash contribution paid at the time of final plat. 4. Prior to City Council consideration of the final plat, a stormwater maintenance agreement shall be signed by the property developer for the on-site private stormwater facilities. 5. The landscape plan shall be revised to include landscaping along the south part of the building and the west parking lot and continuous row of plantings from CSAH 70 to 215th Street. A landscaping financial security shall be submitted with the final plat. 6. All signs shall comply with Zoning Ordinance requirements for the OP District. A sign permit shall be issued by the Community Development Department prior to the installation of any signs. 7. Snow storage shall not take place in required parking spaces. If there is not adequate space to store snow on site, snow must be removed from the site. 8. A parking deferment may be required at the time of final plat if the number of spaces proposed to be constructed on site is less than required by the Zoning Ordinance Approval of a conditional use permit requires adoption of findings of fact by the Planning Commission and City Council. Draft findings of fact are attached to this report. City of Lakeville Public Works – Engineering Division Memorandum To: Heather Botten, Senior Planner Jonathan Nelson, Assistant City Engineer McKenzie Cafferty, Environmental Resources Manager Joe Masiarchin, Parks and Recreation Director Zach Johnson, City Engineer Julie Stahl, Finance Director Dave Mathews, Building Official Tina Goodroad, Community Development Director March 10, 2026 Lakeville 35 Logistics Center South • Preliminary Plat • Preliminary Grading and Erosion Control Plan • Preliminary Utility Plan • Preliminary Tree Preservation Plan LPDC, LLC submitted a preliminary plat named Lakeville 35 Logistics Center South. The proposed development is located east of Interstate 35, north of and adjacent to 215th Street and south of and adjacent to Juniper Way (CSAH 70). The parent parcel consists of Outlot A, Lakeville 35 Logistics North Addition and is zoned OP, Office Park District. The preliminary plat consists of one lot within one block and one outlot on 15.08 acres. The Developer is dedicating 0.48 acres for 215th Street right-of-way. The outlot created with the preliminary plat shall have the following use: Outlot A: Wetland management area; to be deeded to the City (1.22 acres) LLAAKKEEVVIILLLLEE 3355 LLOOGGIISSTTIICCSS CCEENNTTEERR SSOOUUTTHH –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1100,, 22002266 PPAAGGEE 22 OOFF 66 The development will be completed by: Developer: LPDC, LLC Engineer/Surveyor: Sambatek The Lakeville 35 Logistics Center South site contains undeveloped agricultural land. All existing remnants from the site, including field entrances and culverts, shall be removed with the final plat. The Developer must provide a security with the final plat to ensure the work is completed in accordance with applicable rules and regulations. There is an overhead transmission line on the south side of the platted area that is considered high voltage. The Developer shall provide the city temporary construction easements necessary for the grading and construction of City Project No. 26-09 215th Street improvements prior to recording of the final plat. Juniper Way (CSAH 70) Lakeville 35 Logistics Center South is south of and adjacent to Juniper Way, a Dakota County highway classified as a principal arterial as identified in the City’s Transportation Plan. Juniper Way is an existing four-lane divided rural highway. The 2022 Dakota County Plat Needs Map (rev. 10-27-22) identifies a half right-of-way need of 75 feet. The necessary right-of-way was previously dedicated with Lakeville 35 Logistics Center North final plat. The Dakota County Plat Commission recommended approval of the preliminary plat on March 11, 2026. The Developer is responsible for any requirements stipulated by Dakota County. 215th Street Lakeville 35 Logistics Center South is located north of and adjacent to 215th Street, a City roadway classified as a minor collector. The necessary right-of-way was previously dedicated with Lakeville 35 Logstics Center North final plat. 215th Street is a two-lane undivided rural gravel roadway. 215th Street is planned for reconstruction consistent with City urban collector roadway design standards. The improvements are programmed in Lakeville’s current adopted 5-year Capital Improvement Plan (2026-2030). The Developer shall enter into an assessment agreement with the City prior to issuance of an award for construction for the construction of City Project No. 26-09 215th Street Improvements and waive the right to appeal the assessment. Entering into the assessment agreement releases the Developer and owner from their obligation to construct the public improvements associated with CP 26-09. LLAAKKEEVVIILLLLEE 3355 LLOOGGIISSTTIICCSS CCEENNTTEERR SSOOUUTTHH –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1100,, 22002266 PPAAGGEE 33 OOFF 66 CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction shall be determined with the final construction plans. Development of Lakeville 35 Logistics Center South includes construction of a public trail. A ten-foot-wide trail, with pedestrian curb ramps, will be constructed along the south side of Juniper Way (CSAH 70) for the entirety of the plat frontage. The Developer will be responsible for 100% of the grading and restoration for the bituminous trails. The Developer shall receive a credit to the final plat cash fees for the City’s 3/8th share (excluding grading and restoration) of the trail construction costs. The Park Dedication requirement has not been collected on the parent parcel. The Park Dedication requirement will be satisfied through a cash contribution to be paid with the final plat at the rate in effect at the time of final plat approval. Lakeville 35 Logistics Center South is located within subdistricts SC-10500 and SC-10510 of the South Creek sanitary sewer district. Wastewater will be conveyed through City sanitary sewer to the MCES interceptor sewer monitored by meter M649. Wastewater treatment is provided by the Empire Wastewater Treatment Plant. Development of Lakeville 35 Logistics Center South includes construction of private sanitary sewer. Sanitary sewer service will extend within Lot 1 from an existing stub. Sanitary sewer was constructed by the City in 2021 (City Project 20-05) in partnership with Dakota County. The Lateral Sanitary Sewer Charge has not been collected on the parent parcel and shall be paid with the final plat. The fee will be based on the rate in effect at the time of final plat approval. The Developer shall reimburse the City for its share of the sanitary sewer improvements associated with Lakeville 35 Logistics Center South with the final plat. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall be collected with the building permit based on NCES SAC unit determination. Development of Lakeville 35 Logistics Center South includes construction of private watermain service. Watermain will extend within Lot 1 from a future stub to be constructed with City Project No. 26-09 215th Street Improvements. LLAAKKEEVVIILLLLEE 3355 LLOOGGIISSTTIICCSS CCEENNTTEERR SSOOUUTTHH –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1100,, 22002266 PPAAGGEE 44 OOFF 66 Watermain was constructed by the City in 2021 (City Project 20-05) in partnership with Dakota County. The Lateral Watermain Charge has not been collected on the parent parcel and shall be paid with the final plat. The fee will be based on the rate in effect at the time of final plat approval. The Developer shall reimburse the City for its share of the watermain improvements associated with Lakeville 35 Logistics Center South with the final plat. Development of Lakeville 35 Logistics Center South includes construction of privately owned and maintained storm sewer systems. Storm sewer will be constructed within Lot 1 to collect and convey stormwater runoff generated from within the site to a private stormwater management facility. The Storm Sewer Charge has not been collected on the parent parcel and shall be paid with the final plat at the rate in effect at the time of final plat approval. Draintile construction is required in areas of non-granular soils within Lakeville 35 Logistics Center Soutth 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. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. Existing aboveground equipment (utility lines and poles) is located along the south plat boundary, adjacent to the parent parcel. The overhead lines must be undergrounded, in relation to the City’s Public Ways and Property Ordinance, unless the line is shown as a high voltage line that cannot be undergrounded by the utility provider. Lakeville 35 Logistics Center South is located within subdistricts SC-004 and SC-005 of the South Creek stormwater district. Development of Lakeville 35 Logistics Center South includes construction of a privately- owned and maintained stormwater management system. A stormwater management basin will be located in Lot 1 and provide treatment and rate control of stormwater runoff generated from the site. The Developer shall enter into a Stormwater Maintenance Agreement with the City for the private stormwater management systems. Prior to final plat approval, a final stormwater management design consistent with the City’s stormwater management ordinance must be submitted and approved by City staff. The MS4 Administration Fee has not been collected on the parent parcel and must be paid with the final plat. LLAAKKEEVVIILLLLEE 3355 LLOOGGIISSTTIICCSS CCEENNTTEERR SSOOUUTTHH –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1100,, 22002266 PPAAGGEE 55 OOFF 66 The Developer must certify to the City that all lots with footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. Prior to issuance of building permits, the soils observation and testing report, and an as-built certified grading plan must be submitted and approved by City staff. Lakeville 35 Logistics Center South Addition contains more than one acre of site disturbance, therefore a National Pollution Discharge Elimination System (NPDES) General Stormwater Permit for construction activity from the Minnesota Pollution Control Agency is required. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. The Developer is responsible for obtaining an MPCA Construction Permit for the site. No grading or tree removals can take place until authorized by the City. Changes made throughout construction must be documented in the SWPPP. Redundant silt fence is required along all wetlands. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. A maintenance schedule for the establishment of vegetation in the stormwater management basin must be submitted to the City for review prior to the start of grading. A preliminary wetland delineation report was completed for the site but will not be reviewed until the growing season. One wetland was identified on the site. No impacts are proposed to the wetland. A grading permit will not be issued until the wetland delineation has been reviewed and approved during the growing season. If the wetland boundary is found to differ from the preliminary wetland delineation after review and approval the site will be modified prior to final plat to accommodate the approved wetland and wetland buffer. The Tree Preservation Plan submitted with the Lakeville Logistics 35 South preliminary plat identifies 2,104 inches of significant trees located with the project boundaries. As a Mixed Use, Commercial, Industrial, or Special District, the tree removal threshold is 70%, or 1,472 inches. Plans propose to remove 106 diameter inches on site, and 96 diameter inches off site, for a total proposed removal of 202 diameter inches which is below the threshold. A total of 1,902 diameter inches of significant trees are identified to be preserved. All trees identified for preservation shall be protected with appropriate tree protection fencing and measures installed prior to, and maintained throughout, construction. Any LLAAKKEEVVIILLLLEE 3355 LLOOGGIISSTTIICCSS CCEENNTTEERR SSOOUUTTHH –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1100,, 22002266 PPAAGGEE 66 OOFF 66 preserved trees that are damaged or removed during construction will require replacement in accordance with the Tree Preservation Ordinance. Lakeville 35 Logistics Center South Addition is shown on the Flood Insurance Rate Map (Map No. 27037C0191E; Eff. Date 12/2/2011) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation by FEMA, the lots within Lakeville 35 Logistics Center South are not located within a Special Flood Hazard Area (SFHA), as determined by FEMA. Engineering recommends approval of the preliminary plat, site plan, grading and erosion control plan, and utility plan for Lakeville 35 Logistics Center South Addition, subject to the requirements and stipulations within this report. January 5, 2026 Tina Goodroad Community Development Director City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 SUBJECT: Request for City Approvals Lakeville 35 Logistics Center South Lakeville, MN Dear Ms. Goodroad, On behalf of our client, Likewise Partners, we are respectfully submitting a Preliminary Plat and Conditional Use Permit application for the City of Lakeville’s review and approval. The project proposes the development of a 170,978 sq. ft. office / industrial / warehouse building on a 15.36-acre lot. PID #: 22-44466-00-010, 10655 215th Street West Legal Description: Outlot A, Lakeville 35 Logistics Center North Addition, according to the recorded plat, Dakota County, Minnesota. Submittal Requirements: The following information is being submitted for your review as part of our application: 1. Completed Preliminary Plat and Condition Use Permit applications. 2. Application Fees as follows: a. Preliminary Plat - $500 per addition, Engineer $2250 (15 ac x $150/acre) Escrow $3,000. Total fee - $5,750 b. Conditional Use Permit - $500 plus $1,000 escrow. Total fee - $1,500 3. Certified Survey 4. Mailing Labels for property owners within 500 feet 5. Preliminary Development Plans that include Preliminary Plat, Site Plan, Grading Plan, Erosion Control Plan, Utility Plan, Landscape Plans, Tree Inventory and Preservation Plan 6. Narrative Describing Project 7. Architectural Site Plan, Floor Plan, Elevations, and Rendering. Lakeville 35 Logistics Center South January 5, 2026 Page 2 Project Narrative: Project overview Likewise Partners is proposing the second phase of Lakeville 35 Logistics Center, a Multi- Tenant Office / Warehouse project, approximately 170,978 sq. ft. on 15.36 acres of undeveloped land located at 10655 215th Street West. The site is already zoned properly as OP – Office Park. It is our intention to start construction in the spring of 2026. Building heights are described below and on the drawings. They include height and horizontal plane changes for visual interest at tenant entrances, same as the Phase 1 building. Platting The project was platted as an outlot with the first phase of the project. The Preliminary Plat proposed to plat the outlot into a single 15.36-acre developable lot. Right of way dedications for County Road 70 and 215th Street West were complete with the previous plat. Public drainage and utility easements will be established. Site Context The property is within a large section of land zoned Office Park, aptly zoned due to the convenient proximity to the I-35 highway intersection. The site is generally bounded by County Road 70 along the angled northeast property line, with 215th Street to the south and the Dunham Brothers recycling to the west. Impervious Coverage / Greenspace Areas The project will comply with the minimum 30% pervious greenspace coverage and 70% maximum impervious. Wetlands A wetland is present on the site. A Wetland Delineation Report for the subject property was completed by Kimley Horn, dated December 2023. Likewise Partners is working to confirm the status of approval of the wetland delineation report. The proposed development proposes to avoid impact the wetland, and not wetland impact permitting or mitigation is proposed. Landscaping Landscaping across the site will consist of a variety of deciduous, coniferous, ornamental trees, and native prairie groundcover strategically designed to provide screening, minimize irrigation needs, minimizing the heat island effect with shading of bituminous pavements, and create a unified aesthetic across the development. Site Setbacks Our building and parking setbacks meet or exceed the minimum zoning requirements for the OP district. Utilities Utility stubs for sanitary sewer and watermain are available from County Road 70; refer to Civil utility drawings. A fire pump to boost pressure will be provided inside for the building’s ESFR Lakeville 35 Logistics Center South January 5, 2026 Page 3 sprinkler system. Stormwater runoff will be collected from roof drains and parking lot inlets and routed into a storm water basin in the southeast corner of the site, all in accordance with the local watershed district regulations. Electrical and natural gas utilities are readily available as well. Vehicular Traffic and Parking Calculations Two access entrances are proposed from 215th Street West. The primary site access will be the western access; the eastern access will primarily be used for the truck court. The city is working on public street and utility improvements to 215th Street West, we understand that these improvements are a part of the city’s capital improvement plan for 2026. Pedestrian Circulation A sidewalk connection will be provided for an anticipated trail along 215th Street W. Accessible access routes will be provided at tenant entrances. Architectural Design and Building Materials The building will be constructed to match the Phase 1 building, using high quality, commercial grade, low-maintenance materials; and is designed in a contemporary style with variations in color, plane, height and window treatment which offer visual interest to the public way. Facade materials include Grade A architectural ‘smooth-as-cast’ precast concrete wall panels and energy efficient aluminum & glass windows to comply with OP District material requirements on all four sides of the building. The building includes multiple tenant office entrances accented with Grade C fiber-cement siding and architectural ornamental metal canopies, both which provide visual interest. Clerestory windows are used on all four elevations to suggest a ‘two- story appearance’ from the public way as required in the OP District. Refer to the ‘Materials Legend’ on the exterior elevation sheets for a full breakdown of finish materials and glazing percentages on each elevation. The building will have a 32 foot clear height inside, resulting in a typical exterior building height of 39 feet measured from floor grade up to the top of parapet wall. Accent features at tenant entries bump up to 40 feet tall. Along the back dock wall, the parapet height is 38 feet above floor level; and the exposed wall extends 4 feet below floor level for truck berths. The parapet walls serve to screen rooftop HVAC equipment from ground-level view the same way as the Phase 1 building. Pertaining to building codes and fire codes, the building will be constructed to Type II-B standards, unlimited area, non-combustible, and protected with an ESFR sprinkler system. We anticipate tenants with Occupancy Groups B, F and S; plus based on recent experience, there may be tenants with Group A-3 Occupancy for indoor sports. Warehouse storage tenants will have high-piled and/or racked storage of materials classified as Commodity Types I – IV. With those commodity contents, no smoke and heat vents are required, nor smoke draft curtains, when the building has an ESFR system. Fire access doors will be provided every 125 ft around the perimeter per MN Fire Code requirements. Lakeville 35 Logistics Center South January 5, 2026 Page 4 Site Signage One double-sided monument sign is requested, matching the design of our Phase 1 monument sign. Directional signage at each driveway entrance is requested to guide vehicles toward parking or loading zones. We will also add stop signs at driveway exits, but those are not shown on the plan. Placeholder wall-mounted tenant name signs are shown on the building; those locations will be finalized / determined later. Tenants will submit final sign drawings for approval when applying for signage permits. Site Lighting Site lighting fixtures will use energy efficient LED lamps in architectural fixture housings with sharp cutoff, down-cast light distribution features to contain lighting within our property. Tenant entrances will have LED down-lighting to provide proper exit illumination at the entry doors. Other exit doors will have small LED egress lights to meet code. Refer to our Site Plan for light pole locations and our Elevations for wall-mounted lights. A photometric plan will be developed and supplied to soon to demonstrate compliance with footcandle spills at property lines. Trash & Recycling Storage Tenants will place their trash and recycling material into fully enclosed weather-proof collection containers. Each tenant will contract for their own trash and recycling service, as is consistent with this building type, and our Phase 1 project. We appreciate the City’s consideration of our application. Please contact me with any questions or concerns at 612-703-0735 or emiller@sambatek.com. Sincerely, Erik W. Miller, PE Client Service Manager | Principal NO BUILDINGS OBSERVED NO BUILDINGS OBSERVED WEST LINE OF THE SE 1/4 OF THE NE 1/4 SEC. 36, T116, R21 EA S T L I N E O F T H E N E 1 / 4 OF S E C . 3 6 , T 1 1 6 , R 2 1 SW CORNER OF THE SE 1/4 OF THE NE 1/4 SEC. 36, T116,R21 SE CORNER OF THE SE 1/4 OF THE NE 1/4 SEC. 36, T116,R21SOUTH LINE OF THE SE 1/4 OF THE NE 1/4 SEC. 36, T116, R21 SOU T H W E S T E R L Y R I G H T - O F - W A Y L I N E O F C.S.A . H N O . 7 0 LOT 1 GRE TRANSMISSION LINE EASEMENT PER DOC. NO. 1692406 TRANSMISSION LINE EASEMENT PER DOC. NO. 613697 DAKOTA COUNTY CAST IRON MONUMENT CAP #16456 CAP # 1 6 4 5 6 MAG NAIL BLOCK 1 10 10 10 10 10 10 10 TRANSMISSION EASEMENT PER DOC NO. 613697 10 (JU N I P E R W A Y ) C.S. A . H . N O . 7 0 215TH STREET W. OUTLOT A BUILDING SETBACK PARKING SETBACK BUILDING SETBACK PARKING SETBACK BUILDING SETBACK PARKING SETBACK BEN C H M A R K # 1 TNH E L E V : 1 0 3 0 . 8 6 0 NORTH SCALE IN FEET 0 NORTH SCALE IN FEET 40 80 LEGEND Outlot A, LAKEVILLE 35 LOGISTICS CENTER NORTH ADDITION 1.THE VERTICAL DATUM IS BASED ON NAVD88. THE ORIGINATING BENCH MARKS IS BR 19850 SE, REFERENCED FROM THE MNDOT GEODETIC DATABASE SITE BENCHMARK #1 TNH ELEV.=1030.86 SITE BENCHMARK #2 TNH ELEV.=1043.75 PROPERTY DESCRIPTION BENCHMARKS OVERHEAD ELECTRICAL WIRE LIGHT SANITARY SEWER STORM SEWER WATERMAIN UNDERGROUND ELECTRIC GUY ANCHOR UTILITY POLE GUARD POST UNDERGROUND TELEPHONE UNDERGROUND GAS CHAIN LINK FENCE WOOD FENCE BUILDING LINE CONCRETE CURB BITUMINOUS SURFACE GRAVEL SURFACE WET LAND SIGN TRAFFIC MARKERS POND / WATER LINE FEMA FLOOD ZONE LINE SOIL BORING TREE LINE FOUND MONUMENT FOUND CAST IRON MONUMENT EASEMENT LINE SETBACK LINE RESTRICTED ACCESS FOUND RIGHT-OF-WAY MONUMENT SET MONUMENT MARKED LS 53642 SECTION LINE UNDERLYING / ADJACENT LOT TIE LINE BOUNDARY LINE DEED DISTANCE(100.00) CONIFEROUS TREE TRANSFORMER BUILDING CANOPY REGULAR PARKING STALL COUNTGAS METER COMMUNICATIONS MANHOLE ELECTRIC MANHOLE GAS MANHOLE ELECTRIC METER TELEPHONE PEDESTAL CABLE TV BOX GATE VALVE / HYDRANT SANITARY MANHOLE CLEAN OUT STORM MANHOLE STORM CATCH BASIN FLARED END SECTION SPOT ELEVATION CONTOUR RETAINING WALL BLOCK RETAINING WALL STONE RETAINING WALL RIGHT-OF-WAY LINE WIRE FENCE DECIDUOUS TREE ## DEVELOPMENT SUMMARY AREA LOT 1, BLOCK 1 OUTLOT A R/W DEDICATION SETBACKS (PARKING) FRONT YARD REAR YARD SIDE YARD SETBACKS (BUILDING) FRONT YARD REAR YARD SIDE YARD ZONING EXISTING ZONING PROPOSED ZONING 20 FT 10 FT 10 FT 50 FT 30 FT 30 FT OP OFFICE PARK OP OFFICE PARK 595,144 SF 13.66 AC 52,952 SF 1.22 AC 20,755 SF 0.48 AC 1.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 2.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 3.THE NAME OF THE PLAT IS LAKEVILLE 35 LOGISTICS CENTER SOUTH ADDITION DEVELOPMENT NOTES 24 . 1 S ( L M S T E C H ) | TH O M A S K E E L E Y | 3/ 1 0 / 2 0 2 6 9 : 2 8 : 4 2 A M L: \ P R O J E C T S \ 5 4 2 2 8 \ C A D \ S U R V E Y \ S H E E T S \ 5 4 2 2 8 - P P L A T . D W G :C2 . 0 2 P R E L I M I N A R Y P L A T PRELIMINARY PLAT C2.02 5 THE EAST LINE OF THE NORTHEAST QUARTER OF SEC. 36 - T 114 - R21 IS ASSUMED TO HAVE A BEARING OF SOUTH 00 DEGREES 06 MINUTES 21 SECONDS WEST BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THIS PLAT. 10 10 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) LAKEVILLE 35 LOGISTICS CENTER SOUTH ADDITION NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, survey, 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. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | TH O M A S K E E L E Y | 3/ 1 0 / 2 0 2 6 9 : 2 8 : 4 2 A M L: \ P R O J E C T S \ 5 4 2 2 8 \ C A D \ S U R V E Y \ S H E E T S \ 5 4 2 2 8 - P P L A T . D W G :C2 . 0 2 P R E L I M I N A R Y P L A T © 2026 Sambatek LIKEWISE PARTNERS LAKEVILLE 35 LOGISTICS CENTER SOUTH LAKEVILLE, MN PRELIMINARY SITE DEVELOPMENT PLANS 20 54228 01/05/2026 02/20/2026 GAM GAM GLEN A. MULLENBACH 47470 12/12/2025 IF/SG JDB EWM CLIENT REVIEW SET 01/05/2026 IF/SG JDB EWM CITY LAND USE APPLICATION SUBMITTAL 02/20/2026 TPK JDB EWM CITY LAND USE APPLICATION SUBMITTAL NOT FO R C O N S T R U C T I O N C.S . A . H . N O . 7 0 ITEM 15 ITE M 1 5 ITEM 14 ITE M 1 2 ITEM 13 215TH STREET W. PAR C E L 2 10 3 0 10 3 5 1040 1045 103 1 103 2 10 3 3 10 3 4 103 6 103 7 103 8 1039 104 1 104 2 10 4 3 10 4 4 10 4 6 103 5 103 6 103 7 10 4 5 1040 1037103810391041 1030 1035 102 7 10271028102910311032103310341036 10 5 0 10 5 0 104 5 1030 1029 1031 1032 1025 1024 1026 1027 1028 ITE M 1 5 NO BUILDINGS OBSERVED NO BUILDINGS OBSERVED 2591 2592 2593 2594 2595 2596 2597 2598 2599 2600 2601 2602 2603 2604 2605 2606 2607 2608 2609 2610 2611 2612 2613 2614 2615 2616 2617 2618 2619 2620 2621 2622 2623 2624 2625 2626 2627 2628 2629 2630 26312632 2633 2634 2635 2636 2637 2638 2639 2640 2641 2642 2643 2644 26452647 2648 2649 2650 2651 2652 2653 2654 2655 2656 2657 2658 2659 2660 2661 2662 2663 2664 2665 2666 2667 26682669 2670 2671 2672 2673 2674 2675 2676 2677 2678 2679 2680 2681 2682 2683 2684 2685 2686 2687 2688 2689 26902691 2692 2693 2694 26952696 2697 2698 2699 2700 2701 2702 2703 2704 2705 2706 2707 2708 2709 2710 2711 2712 2713 2714 2715 2716 2717 2718 2719 27202721 2722 2723 2724 2725 2726 2727 2728 2729 2730 27312732 2733 2734 2735 2736 2737 2738 2739 2740 2741 2742 2743 2744 2745 2746 2747 2748 2749 2750 2751 2752 2753 2754 2755 2756 2757 2758 2759 2760 27612762 2763 2764 2766 2767 2768 PRO P O S E D B U I L D I N G 1 8 9 , 6 7 8 S F FFE: 1 0 3 7 . 0 0 LOT 1 , B L O C K 1 15.9 7 4 A C , 6 9 5 , 8 1 4 S F NOPAR K I N G NOPAR K I N G NOPAR K I N G NOPAR K I N G NOPAR K I N G NO DATE BY CKD APPR SHEET OF DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | TH O M A S K E E L E Y | 2/ 2 0 / 2 0 2 6 3 : 0 7 : 1 3 P M L: \ P R O J E C T S \ 5 4 2 2 8 \ C A D \ C I V I L \ S H E E T S \ 5 4 2 2 8 - C 2 . 0 1 - E X C N D . D W G :C2 . 0 1 E X I S T I N G C O N D I T I O N S © 2026 Sambatek LIKEWISE PARTNERS LAKEVILLE 35 LOGISTICS CENTER SOUTH LAKEVILLE, MN PRELIMINARY SITE DEVELOPMENT PLANS 54228 01/05/2026 02/20/2026 GAM GAM GLEN A. MULLENBACH 47470 12/12/2025 IF/SG JDB EWM CLIENT REVIEW SET 01/05/2026 IF/SG JDB EWM CITY LAND USE APPLICATION SUBMITTAL 02/20/2026 TPK JDB EWM CITY LAND USE APPLICATION SUBMITTAL NOT FO R C O N S T R U C T I O N SCALE IN FEET 0 8040 NORTH DESCRIPTION OUTLOT A, LAKEVILLE 35 LOGISTICS CENTER NORTH ADDITION, DAKOTA COUNTY, MINNESOTA, ACCORDING TO THE RECORDED PLAT THEREOF. PROPERTY SUMMARY 1.SUBJECT PROPERTIES ADDRESS IS 10655 215TH STREET W., LAKEVILLE, MN 55044. ITS PROPERTY IDENTIFICATION NUMBER IS 224446600010. 2.THE GROSS AREA OF THE SUBJECT PROPERTY IS 15.355 ACRES OR 668,850 SQUARE FEET. 3.THE SUBJECT PROPERTY IS ZONED OP - OFFICE PARK. 4.THERE ARE NO BUILDINGS OBSERVED. BENCHMARKS 1.THE VERTICAL DATUM IS BASED ON NAVD88. THE ORIGINATING BENCH MARK IS BR 19850 SE, REFERENCED FROM THE MNDOT GEODETIC DATABASE BENCHMARK #1 TNH ELEV.=1030.86 BENCHMARK #2 TNH ELEV.=1043.75 SURVEY NOTES 1.THE BEARING SYSTEM IS BASED ON THE DAKOTA COUNTY COORDINATE SYSTEM, NAD83 (1986 ADJUST). WITH AN ASSUMED BEARING S 00°06'21" W FOR THE EAST LINE OF NE 1/4, SECTION 36, TOWNSHIP 114, RANGE 21. THE ORIGINATING MONUMENTS UTILIZED TO ESTABLISH THE HORIZONTAL POSITION OF THIS SURVEY WERE THE NORTHEAST CORNER AND THE SOUTHEAST CORNER OF SAID SECTION. 2.UTILITY INFORMATION SHOWN HEREON IS A COMPILATION OF PROVIDED MAP INFORMATION AND THOSE VISIBLE UTILITIES AND MARKED UTILITIES WHICH WERE LOCATED DURING THE SURVEY FIELD WORK. UTILITY SUPPLIERS OFTEN DO NOT RESPOND TO LOCATE REQUESTS IN THE FIELD BUT MAY PROVIDE MAPS, PLANS AND DRAWINGS IN LIEU OF PHYSICAL LOCATION. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HEREON ARE IN THE EXACT LOCATION AS INDICATED, ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE AVAILABLE INFORMATION. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. PURSUANT TO MS 216.D CONTACT GOPHER STATE ONE CALL AT (651-454-002) PRIOR TO ANY EXCAVATION. 3.FIELD WORK WAS COMPLETED ON 5/15/2024. LEGEND BUILDING LINE FOUND MONUMENT SET MONUMENT MARKED ELECTRIC METER LIGHT AIR CONDITIONER GUY ANCHOR HANDICAP STALL UTILITY POLE POST FLARED END SECTION TELEPHONE PEDESTAL ELECTRIC TRANSFORMER GAS METER OVERHEAD WIRE CHAIN LINK FENCE IRON FENCE WIRE FENCE WOOD FENCE SETBACK LINE RESTRICTED ACCESS BUILDING CANOPY BITUMINOUS SURFACE CONCRETE SURFACE LANDSCAPE SURFACE SIGN EASEMENT LINE CONCRETE CURB WATERMAIN SANITARY SEWER FORCEMAIN (SAN.) STORM SEWER DECIDUOUS TREE CONIFEROUS TREE 24 . 1 S ( L M S T E C H ) | TH O M A S K E E L E Y | 2/ 2 0 / 2 0 2 6 3 : 0 7 : 1 3 P M L: \ P R O J E C T S \ 5 4 2 2 8 \ C A D \ C I V I L \ S H E E T S \ 5 4 2 2 8 - C 2 . 0 1 - E X C N D . D W G :C2 . 0 1 E X I S T I N G C O N D I T I O N S EXISTING CONDITIONS C2.01 4 20 C.S . A . H . N O . 7 0 215TH STREET W. NO BUILDINGS OBSERVED NO BUILDINGS OBSERVED 50' BUILDING SETBACK 20' PARKING SETBACK 50' B U I L D I N G S E T B A C K 20' P A R K I N G S E T B A C K 10 ' P A R K I N G S E T B A C K PRO P O S E D B U I L D I N G 1 8 9 , 6 7 8 S F FFE: 1 0 3 7 . 0 0 LOT 1 , B L O C K 1 15.9 7 4 A C , 6 9 5 , 8 1 4 S F NOPAR K I N G NOPARK I N G NOPARK I N G NOPAR K I N G NOPAR K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G PROPOSED BUILDING 170,978 SF FFE=1040.00 656.0' x 265.0' FILTRATION BASIN 100-YEAR HWL: 1033.25 10-YEAR HWL: 1032.36 OUTLET: 1031.20 BOTTOM: 1030.50 NURP POND 100-YEAR HWL:1033.23 10-YEAR HWL: 1032.30 OUTLET 1031.20 NWL:1030.50 BOTTOM:1022.00 WEST LINE OF THE SE 1/4 OF THE NE 1/4 SEC. 36, T116, R21 SW CORNER OF THE SE 1/4 OF THE NE 1/4 SEC. 36, T116,R21 SE CORNER OF THE SE 1/4 OF THE NE 1/4 SEC. 36, T116,R21SOUTH LINE OF THE SE 1/4 OF THE NE 1/4 SEC. 36, T116, R21 SOU T H W E S T E R L Y R I G H T - O F - W A Y L I N E O F C.S.A . H N O . 7 0 LOT 1 BLOCK 1 10 10 10 10 10 10 10 10 (JUN I P E R W A Y ) C.S.A . H . N O . 7 0 215TH STREET W. OUTLOT A 24.0' 20.0' TYP 20.0' TYP 24.0' 9. 0 ' TY P 20 . 0 ' TY P 20 . 0 ' TY P 9.0' TYP 24 . 0 ' 24. 0 ' 60.0'55.0'70.0' 10.0' 12 . 0 ' 30.0' 24.0' 42 68 17 24 25 30 ' B U I L D I N G S E T B A C K 16 19 13 65 6 . 0 ' 265.0' A A A A A A A A A A A A A A A A A A AA B B B B B B B B D E E E E E H H H H H H D D DF G C C I A A G F G G F G G F G G 12 14 14 J 10' BITIMINOUS TRAIL NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | TH O M A S K E E L E Y | 3/ 1 0 / 2 0 2 6 9 : 4 0 : 4 9 A M L: \ P R O J E C T S \ 5 4 2 2 8 \ C A D \ C I V I L \ S H E E T S \ 5 4 2 2 8 - C 3 . 0 1 - S I T E . D W G :C3 . 0 1 S I T E P L A N © 2026 Sambatek LIKEWISE PARTNERS LAKEVILLE 35 LOGISTICS CENTER SOUTH LAKEVILLE, MN PRELIMINARY SITE DEVELOPMENT PLANS 54228 01/05/2026 02/20/2026 IF JOSEPH BAILEY 01/06/2026 58645 12/12/2025 IF/SG JDB EWM CLIENT REVIEW SET 01/05/2026 IF/SG JDB EWM CITY LAND USE APPLICATION SUBMITTAL 02/20/2026 TPK JDB EWM CITY LAND USE APPLICATION SUBMITTAL NOT FO R C O N S T R U C T I O N SCALE IN FEET 0 8040 NORTH THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PROPOSED EXISTING LEGEND DEVELOPMENT SUMMARY RETAINING WALL WETLAND TREE LINE SAW CUT LINE BOLLARD PARKING STALL COUNT## KEY NOTE HEAVY DUTY ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) BOUNDARY LINE STANDARD DUTY ASPHALT PAVING LIGHT POLE (BY OTHERS) EASEMENT LINE CONCRETE CURB BUILDING LINE SIGN BUILDING SUMMARY STANDARD STALLS PROVIDED ADA PROVIDED TRAILER STALLS PROVIDED PROOF OF PARKING TOTAL STALLS PROVIDED SETBACKS (PARKING) FRONT YARD REAR YARD SIDE YARD SETBACKS (BUILDING) FRONT YARD REAR YARD SIDE YARD 174 STALLS 8 STALLS 42 STALLS 40 STALLS 224 STALLS 20 FT 10 FT 10 FT 50 FT 30 FT 30 FT 24 . 1 S ( L M S T E C H ) | TH O M A S K E E L E Y | 3/ 1 0 / 2 0 2 6 9 : 4 0 : 4 9 A M L: \ P R O J E C T S \ 5 4 2 2 8 \ C A D \ C I V I L \ S H E E T S \ 5 4 2 2 8 - C 3 . 0 1 - S I T E . D W G :C3 . 0 1 S I T E P L A N PRELIMINARY SITE PLAN C3.01 6 20 PROPOSED PERVIOUS PROPOSED IMPERVIOUS TOTAL SITE AREA 302,505 SF 6.94 AC 354,825 SF 8.14 AC 657,330 SF 15.08 AC REQUIRED SUMMARY ASSUME GROSS BLDG. SQ. FOOTAGE -10% ASSUME 10% OFFICE AT 1/200 ASSUME 90% WAREHOUSE AT 1/1000 TOTAL STANDARD STALLS REQUIRED TOTAL STANDARD STALLS PROVIDED = 152,100 SF = 76 STALLS = 137 STALLS = 213 STALLS = 182 STALLS A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS) B.B-612 CONCRETE CURB AND GUTTER (SEE SHEET C9.02, DETAIL 01) C.CONCRETE APRON (SEE SHEET C9.02, CITY DETAIL LV-ST-4) D.FLAT CURB SECTION (SEE SHEET 9.02, DETAIL 01) E.CONCRETE SIDEWALK (SEE SHEET 9.02, DETAIL 06) F.ADA ACCESS LOCATION G.ACCESSIBLE STALL STRIPING (SEE SHEET 9.02, DETAIL 04) H.ACCESSIBLE PARKING SIGN (SEE SHEET, 9.02, DETAIL 05) I.TRANSFORMER J.TREE PROTECTION FENCE (SEE SHEET L1.03, DETAIL 5) KEY NOTES N.T.S. 32' 15' 53' 11.2'± BUILDING WALLWB-67 32' 15' 48' CONCRETE LANDING PAD 11.2'± WB-62 BUILDING WALL CONCRETE LANDING PAD WB-62 - Interstate Semi-Trailer WB-67 - Interstate Semi-Trailer 11.2'36.8' 11.2'41.8' 15' 32' ±4.8' ±5.2 53' AND 48' DRY TRAILERS TREE PROTECTION FENCE AREA LOT 1, BLOCK 1 OUTLOT A R/W DEDICATION 595,144 SF 13.66 AC 52,952 SF 1.22 AC 20,755 SF 0.48 AC NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G PROPOSED BUILDING 170,978 SF FFE=1040.00 656.0' x 265.0' FILTRATION BASIN 100-YEAR HWL: 1033.25 10-YEAR HWL: 1032.36 OUTLET: 1031.20 BOTTOM: 1030.50 NURP POND 100-YEAR HWL:1033.23 10-YEAR HWL: 1032.30 OUTLET 1031.20 NWL:1030.50 BOTTOM:1022.00 C.S . A . H . N O . 7 0 215TH STREET W. 10 3 0 10 3 5 1040 1045 103 1 103 2 10 3 3 10 3 4 103 6 103 7 103 8 1039 104 1 104 2 10 4 3 10 4 4 10 4 6 10 5 0 103 5 103 6 103 7 10 4 5 1040 1037103810391041 1030 1035 10 2 7 10271028102910311032103310341036 10 4 2 10 4 5 10 5 0 10 5 0 104 5 1030 1029 1031 1032 1025 1024 1026 1027 1028 NO BUILDINGS OBSERVED NO BUILDINGS OBSERVED 2591 2592 2593 2594 2595 2596 2597 2598 2599 2600 2601 2602 2603 2604 2605 2606 2607 2608 2609 2610 2611 2612 2613 2614 2615 2616 2617 2618 2619 2620 2621 2622 2623 2624 2625 2626 2627 2628 2629 2630 26312632 2633 2634 2635 2636 2637 2638 2639 2640 2641 2642 2643 2644 26452647 2648 2649 2650 2651 2652 2653 2654 2655 2656 2657 2658 2659 2660 2661 2662 2663 2664 2665 2666 2667 26682669 2670 2671 2672 2673 2674 2675 2676 2677 2678 2679 2680 2681 2682 2683 2684 2685 2686 2687 2688 2689 26902691 2692 2693 2694 26952696 2697 2698 2699 2700 2701 2702 2703 2704 2705 2706 2707 2708 2709 2710 2711 2712 2713 2714 2715 2716 2717 2718 2719 27202721 2722 2723 2724 2725 2726 2727 2728 2729 2730 27312732 2733 2734 2735 2736 2737 2738 2739 2740 2741 2742 2743 2744 NOPAR K I N G NOPARK I N G NOPARK I N G NOPAR K I N G NOPAR K I N G 10 2 3 10 2 5 10 2 4 10 2 2 10 2 6 10 2 7 10 2 8 10 2 8 10 2 9 10 3 1 10 3 2 10 3 3 10 3 3 10 3 3 10 3 2 10 3 1 10 3 1 10 3 2 10 3 1 1030 1029 1028 1030 10 3 3 10 3 2 103 1 1031 1036 . 0 1036 . 0 1035 . 5 1035 . 3 1035 . 8 1034 . 8 1035 . 5 1034 . 5 1035 . 0 1034 . 2 1035 . 6 1035 . 9 103 5 . 3 103 5 . 6 103 5 . 8 1040 . 4 1040 . 6 1040 . 6 1040 . 7 1040 . 91041 . 1 1040 . 3 10 4 0 . 0 1039 . 9 1039 . 8 1039 . 0 1039 . 7 1039 . 3 1039 . 3 1039 . 3 1039 . 8 1039 . 9 1039 . 8 1039 . 6 1040 . 5 1041 . 2 1041 . 2 1040 . 9 1040 . 9 1040 . 9 1040 . 9 1040 . 9 1040 . 8 1040 . 5 10 4 0 . 4 1040 . 3 1041 . 4 1041 . 3 1041 . 4 1041 . 2 1041 . 2 104 1 . 0 10 4 0 . 9 1037.5 1038 . 6 1041 . 5 1037 . 5 1037 . 5 1041 . 5 1036 . 8 1036 . 5 1036 . 2 1036 . 4 1039 . 7 1040 10 4 0 10 4 0 10 4 5 103 5 103 6 103 4 103 0 104 0 103 8 103 9 10411041 EO F 1033.50 1039 . 6 1039 . 7 1039 . 7 1039 . 7 NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | TH O M A S K E E L E Y | 2/ 2 0 / 2 0 2 6 3 : 0 6 : 5 1 P M L: \ P R O J E C T S \ 5 4 2 2 8 \ C A D \ C I V I L \ S H E E T S \ 5 4 2 2 8 - C 4 . 0 1 - G R A D . D W G :C4 . 0 1 G R A D I N G P L A N © 2026 Sambatek LIKEWISE PARTNERS LAKEVILLE 35 LOGISTICS CENTER SOUTH LAKEVILLE, MN PRELIMINARY SITE DEVELOPMENT PLANS 54228 01/05/2026 02/20/2026 IF JOSEPH BAILEY 01/06/2026 58645 12/12/2025 IF/SG JDB EWM CLIENT REVIEW SET 01/05/2026 IF/SG JDB EWM CITY LAND USE APPLICATION SUBMITTAL 02/20/2026 TPK JDB EWM CITY LAND USE APPLICATION SUBMITTAL NOT FO R C O N S T R U C T I O N SCALE IN FEET 0 8040 NORTH PROPOSED EXISTING LEGEND GRADING NOTES 1.SEE SHEET C1.02 FOR GRADING NOTES THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. SOIL BORING999.9 ST # DRAINTILE 902.50 902.50 SPOT ELEVATIONS RIPRAP EOF 902.50 OVERFLOW ELEV. CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) BOUNDARY LINE RETAINING WALL WETLAND TREE LINE 902 CONTOUR CONCRETE CURB STORM SEWER BUILDING LINE TC GL CT BEG CT END TOP OF CURB GUTTER LINE BEGIN CURB TRANSITION END CURB TRANSITION 24 . 1 S ( L M S T E C H ) | TH O M A S K E E L E Y | 2/ 2 0 / 2 0 2 6 3 : 0 6 : 5 1 P M L: \ P R O J E C T S \ 5 4 2 2 8 \ C A D \ C I V I L \ S H E E T S \ 5 4 2 2 8 - C 4 . 0 1 - G R A D . D W G :C4 . 0 1 G R A D I N G P L A N GRADING PLAN C4.01 7 20 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G PROPOSED BUILDING 170,978 SF FFE=1040.00 656.0' x 265.0' FILTRATION BASIN 100-YEAR HWL: 1033.25 10-YEAR HWL: 1032.36 OUTLET: 1031.20 BOTTOM: 1030.50 NURP POND 100-YEAR HWL:1033.23 10-YEAR HWL: 1032.30 OUTLET 1031.20 NWL:1030.50 BOTTOM:1022.00 C.S . A . H . N O . 7 0 ITEM 15 ITEM 15 ITE M 1 5 ITEM 14 IT E M 1 4 ITE M 1 2 ITEM 13 215TH STREET W. PAR C E L 2 10 3 0 10 3 5 1040 1045 103 1 103 2 10 3 3 10 3 4 103 6 103 7 103 8 1039 104 1 104 2 10 4 3 10 4 4 10 4 6 10 5 0 103 5 103 6 10 3 7 10 4 5 1040 1037103810391041 1030 1035 10 2 7 10271028102910311032103310341036 10 4 2 10 4 5 10 5 0 10 5 0 104 5 102 0 102 5 102 0 102 3 1030 1029 1031 1032 1025 1022 1023 1024 1026 1027 1028 ITE M 1 5 10 2 3 10 2 5 10 2 4 10 2 2 10 2 6 10 2 7 10 2 8 10 2 8 10 2 9 10 3 1 10 3 2 10 3 3 10 3 3 10 3 3 10 3 2 10 3 1 10 3 1 10 3 2 10 3 1 1030 1029 1028 1030 10 3 3 10 3 2 103 1 1031 1040 10 4 0 10 4 0 10 4 5 103 5 103 6 103 4 103 0 104 0 103 8 103 9 10411041 SNOW STORAGE 1 RO 1 SG 1 BL 4 PE 1 RO 1 SG 1 SG 1 SG1 RO 1 RO NS 55 BS 1 SG 1 PE 1 SG 1 PE SG 1 3 PSP PE 1 NS 3 1 SG 1 BL 1 RO 1 PE 1 SG 1 BL 1 PE 1 BL 1 PE 2 BSBL 1 PSP 1 SG 1 BL 1 1 AP RO 1 1 BS SG 1 1 AP 1 BL 1 BS 1 RO SNOW STORAGE SNOW STORAGE NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | TH O M A S K E E L E Y | 2/ 2 0 / 2 0 2 6 3 : 0 7 : 0 4 P M L: \ P R O J E C T S \ 5 4 2 2 8 \ C A D \ C I V I L \ S H E E T S \ 5 4 2 2 8 - L 1 . 0 1 - L S C P . D W G :L1 . 0 1 O V E R A L L L A N D S C A P E P L A N © 2026 Sambatek LIKEWISE PARTNERS LAKEVILLE 35 LOGISTICS CENTER SOUTH LAKEVILLE, MN PRELIMINARY SITE DEVELOPMENT PLANS 20 54228 01/05/2026 02/20/2026 SIG SIG DCR DAN REBOK 56877 12/12/2025 IF/SG JDB EWM CLIENT REVIEW SET 01/05/2026 IF/SG JDB EWM CITY LAND USE APPLICATION SUBMITTAL 02/20/2026 TPK JDB EWM CITY LAND USE APPLICATION SUBMITTAL NOT FO R C O N S T R U C T I O N SCALE IN FEET 0 8040 NORTH OVERALL LANDSCAPE PLAN L1.01 18 ---- OP DISTRICT LANDSCAPE REQUIREMENTS MINIMUM LANDSCAPE AREA = 30% TOTAL SITE AREA PERIMETER PLANTINGS - JUNIPER WAY (CR70) & 215TH ST - ROW OF DECIDUOUS OVERSTORY TREES PLANTED 40' OC SCREENING LOADING AREAS - SHALL BE SCREENED FROM THE ABUTTING PUBLIC R.O.W. VIA SCREENING FENCE OR A GREENBELT PLANTING STRIP GREENBELT PLANTING STRIP - EVERGREEN TREES AND/OR DECIDUOUS TREES & SHRUBS, MINIMUM OF 20' WIDTH, PROVIDING CONTINUOUS,VISUAL SCREENING 8' IN HEIGHT, PLANTED ALONG PROPERTY LINE. GRADE FOR DETERMINING HEIGHT SHALL BE BASED ON THE ELEVATION OF THE BUILDING PARKING LOT OR USE FOR WHICH SCREENING IS BEING PROVIDED. EXISTING LANDSCAPE MATERIAL IN GOOD HEALTH AND CONDITION MAY BE USED TO SATISFY THE REQUIREMENT OF THIS SECTION IN WHOLE OR PART WHEN MEETING THE REQUIREMENTS OF THE GREENBELT PLANTING STRIP. PARKING & DRIVE ISLES - SHALL BE SCREENED FROM PUBLIC R.O.W. LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED LAKEVILLE LANDSCAPE CODE TREE & GROUNDCOVER SCHEDULE WETLAND LIMITS TREELINE CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDGING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN LIMITS OF DISTURBANCE TREE TO BE REMOVED D S LS RIPRAP *REFER TO SHEET C1.03 FOR LANDSCAPE NOTES & SPECIFICATIONS LANDSCAPE NOTES SYMBOL CODE BOTANICAL / COMMON NAME CONT SIZE QTY TREES SG Acer freemanii `Sienna Glen` / Sienna Glen Maple B & B 2.5"Cal 11 RO Quercus rubra / Red Oak B & B 2.5"Cal 8 BL Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal 7 PE Ulmus americana `Princeton` / American Elm B & B 2.5"Cal 10 SUBTOTAL:36 CONIFERS NS Picea abies / Norway Spruce B & B 8 BS Picea glauca densata / Black Hills Spruce B & B 9 AP Pinus nigra / Austrian Black Pine B & B 2 PSP Pinus strobus `Patton`s Silver Splendor` / Silver Splendor White Pine B & B 4 SUBTOTAL:23 SYMBOL CODE BOTANICAL / COMMON NAME CONT QTY GROUND COVERS MI MNDOT Seed MIx Mesic Inslope / Formerly MNDOT Seed Mix 25-141 6 PK 39,018 sf SB MNDOT Seed Mix Southern Boulevard / Formerly MNDOT seed mix 25-131 Seed 160,508 sf SSR MNDOT Seed Mix Southern Shortgrass Roadside / Formerly MNDOT Seed Mix 35-221/36-211 Seed 15,429 sf WD MNDOT Seed Mix Wet Ditch / Formerly MNDOT Seed Mix 33-261 Seed 13,382 sf RM Rock Mulch / 1"-1.5" BUFF LIMESTONE Rock 6,797 sf TUR HIG Turf Sod Highland Sod / Sod Sod 12,424 sf SUBTOTAL:247,558 sf PLANT SCHEDULE TREE PROTECTION FENCELANDSCAPE INSET 1 SEE SHEET L1.02 LANDSCAPE INSET 2 SEE SHEET L1.02 Page 1 of 1 Da t e : 2 / 2 4 / 2 0 2 6 DISCLAIMER: Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. Actual performance of any manufacturer's luminaires may vary due to changes in electrical voltage, tolerance in LEDs and other variable field conditions. Calculations do not include obstructions such as buildings, curbs, landscaping or any other architectural elements unless noted. Fixture nomenclature to be finalized by engineer and/or architect. This drawings is for photometric evaluation purposes only and should not be used as a construction document or as a final document for ordering product. De s i g n e d B y : K . T o m c z a k L3 5 L O G I S T I C Ch e c k e d B y : J a c k L a l i m Sc a l e : 1 " = 5 0 ' Luminaire Schedule Symbol Qty Type Mounting Height Lum. Watts Luminaire Calculation Summary Label Units Avg Max Min Lumens LLF Description [MANUFAC]Avg/Min Max/Min 5 P1 35 316 35075 Overall Site Fc 0.87 12.9 0.0 N.A.N.A. Property Line0.900 NV-2-T4-96L-1-40K NLS Lighting Fc 0.20 0.8 0.0 2 P3 35 106 12932 0.900 NV-1-T2-32L-1-40K-UNV NLS Lighing LLC 14 W1 32 205 22951 0.900 NV-W2-T4-64L-1-40K7 NLS LIGHTING 4 P2 35 168 12707 0.900 NV-2-T4-80L-7-40K8-HSS NLS LIGHTING N.A. 16 W2 10 19.0219 2744 0.900 OWS-FC-116-LED-3ML-DIM10-120V-347V- 3CCT-BZ ELITE LIGHTING 3 W3 32 205 23100 0.900 NV-W2-T2-64L-1-40K7 NLS LIGHTING N.A. Parking Lot Fc 2.14 12.9 0.6 3.57 21.50 PARKING NO PARKING NO NURP POND WETLAND PROPOSED BUILDING 170,978 SF 215th STREET WEST C.S.A.H. NO. 70 262' - 0" CONCRETE DOLLY PAD CO N C R E T E A P R O N C O N C R E T E A P R O N RAMP UP RAMP UP RAMP UP TR A I L E R P A R K I N G 42 S T A L L S 25 24 182 TOTAL STALLS SLOPE UP SIDEWALK T RAMP UP SLOPE UP 68 13 EXISTING BUILDING MONUMENT SIGN SEE 2/A2 TENANT SIGNAGE SEE ELEVATIONS TENANT SIGNAGE SEE ELEVATIONS TENANT SIGNAGE SEE ELEVATIONS TENANT SIGNAGE SEE ELEVATIONS FILTRATION BASIN 17 16 19 POP = 14 PARKING SETBACK BUILDING SETBACK PARKING SETBACK PA R K I N G S E T B A C K PARKING SETBACK BUILDING SETBACK BUILDING SETBACK LIGHT POLE TYPE 1 (TYP.) WALL MOUNTED LIGHT FIXTURE (TYPICAL) 5' - 0" POP = 20 STALLS (FUTURE) MH: 32 W1 W1 MH: 32 W1 MH: 32 MH: 32 W1 W1 MH: 32 W1 MH: 32 W1 MH: 32 MH: 32 W1 W1 MH: 32 W1 MH: 32 W1 MH: 32 MH: 32 W1 MH: 32 W1 MH: 10 W2 W2 MH: 10 MH: 10 W2 W2 MH: 10 MH: 10 W2 W2 MH: 10 MH: 10 W2 W2 MH: 10 MH: 10 W2 W2 MH: 10 W2 MH: 10 W2 MH: 10 W2 MH: 10 MH: 10 W2 MH: 35 P1 P1 MH: 35 P1 MH: 35 P1 MH: 35 P3 MH: 35 P2 MH: 35 MH: 35 P2 P2 MH: 35 MH: 35 P2 P3 MH: 35 P1 MH: 35 W3 MH: 32 W3 MH: 32W3 MH: 32 W2 MH: 10 W2 MH: 10 W1 MH: 32 1.92.63.12.51.81.71.50.7 0.0 1.2 0.00.8 1.6 0.00.00.00.00.00.10.11.4 0.41.3 1.21.61.61.61.51.21.01.0 0.0 0.2 1.0 0.10.20.40.81.52.02.01.81.2 0.01.21.41.71.92.22.94.9 0.8 1.5 0.0 0.00.00.00.00.00.00.00.00.1 0.00.1 0.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.01.8 0.0 0.00.00.10.10.20.40.81.4 0.0 0.0 2.0 0.0 0.0 0.00.00.00.00.00.00.00.01.7 0.0 0.00.00.00.0 1.8 0.00.00.00.00.00.00.00.00.0 0.0 2.7 1.41.10.90.91.01.21.32.12.82.52.42.00.7 1.3 4.1 1.71.72.12.83.52.51.71.50.5 1.8 0.01.2 0.3 2.5 0.00.00.00.00.00.10.11.8 0.21.8 0.40.92.13.32.92.32.12.0 0.1 3.0 0.10.10.20.30.71.43.14.33.0 0.02.82.21.91.81.71.62.13.0 3.5 0.0 0.00.00.00.00.00.00.00.00.1 0.00.1 0.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.01.7 0.0 0.00.00.10.10.10.10.20.4 0.0 0.0 1.00.5 0.0 0.0 0.00.00.00.00.00.02.5 0.0 0.00.0 0.8 0.00.00.00.00.00.00.00.00.0 0.0 4.5 2.41.81.61.41.31.51.61.92.25.12.61.61.30.90.5 2.1 2.1 1.9 0.91.11.51.92.12.34.03.2 0.0 2.3 1.40.7 0.02.2 0.1 2.3 0.00.00.00.00.00.00.00.8 0.11.1 0.20.30.51.12.53.72.92.0 0.0 0.1 0.8 0.20.30.81.63.54.33.22.11.2 0.10.91.11.51.82.12.34.0 1.5 0.0 0.00.00.00.00.00.00.00.00.1 0.00.1 0.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.1 0.00.00.00.00.00.00.00.0 0.0 0.0 2.9 1.21.00.91.01.01.11.3 0.0 3.5 0.0 2.92.32.11.70.7 0.1 2.0 0.0 2.00.8 0.0 0.0 2.9 0.00.00.00.00.00.00.00.0 0.0 1.0 0.10.10.20.40.81.72.72.42.2 1.22.3 0.91.01.11.21.41.92.53.2 2.5 1.6 2.92.92.42.72.40.8 0.0 1.3 0.0 0.02.9 3.3 0.00.10.10.10.20.20.43.2 1.82.0 2.51.71.21.10.80.91.01.1 0.0 0.8 0.9 0.40.81.62.32.11.51.21.0 0.00.9 0.11.21.42.25.12.62.82.72.7 0.9 0.0 0.00.00.00.00.00.00.00.00.2 0.00.1 0.00.00.00.00.00.00.00.1 0.0 0.0 0.1 0.00.00.00.00.00.00.00.02.0 0.1 0.00.10.20.30.61.22.73.9 0.0 0.0 0.0 2.30.8 0.0 0.0 0.00.00.00.00.00.00.00.01.4 0.0 0.00.00.00.00.00.0 3.0 0.00.00.00.00.00.00.00.00.0 0.0 2.2 1.10.80.91.11.21.31.92.43.02.62.70.9 1.9 3.2 2.42.22.22.22.21.80.6 0.0 2.6 1.82.4 0.7 1.10.80.70.91.21.21.32.6 2.22.5 2.42.32.42.42.62.52.62.5 0.0 1.6 1.0 0.10.10.10.10.20.40.71.0 0.01.1 0.00.80.60.40.30.20.20.3 2.7 1.1 0.0 0.00.00.00.00.00.00.00.00.0 0.00.0 0.00.00.00.00.00.00.00.0 2.1 0.0 8.9 5.13.94.57.68.68.95.94.06.3 7.09.16.83.83.02.92.20.7 1.4 4.1 1.6 0.10.20.40.50.71.11.72.68.4 2.18.5 1.41.21.21.31.71.82.03.3 2.9 0.1 0.00.00.00.00.00.00.00.00.0 0.00.10.10.20.20.30.61.21.9 0.0 0.00.0 0.00.0 0.00.00.00.00.00.00.00.0 0.8 0.0 0.2 0.6 0.30.40.40.30.20.10.10.0 0.2 0.00.0 0.00.00.00.00.00.00.00.00.3 0.0 0.8 0.80.80.50.70.80.90.90.80.60.91.01.11.00.70.70.50.2 0.0 0.6 0.3 0.60.50.40.30.20.10.10.1 0.00.2 0.50.20.20.20.20.30.30.30.2 0.2 0.0 0.00.00.00.00.00.00.00.00.5 0.00.5 0.00.00.00.00.10.10.20.4 0.0 0.0 1.8 2.21.91.91.82.23.51.31.52.0 4.00.4 0.01.6 0.1 0.1 0.00.00.00.00.00.00.02.8 0.14.1 0.20.30.51.02.53.73.33.2 0.1 3.1 0.00.10.10.10.20.20.40.92.9 0.03.34.94.73.22.42.11.71.5 1.8 0.0 0.00.00.00.00.00.00.0 0.00.0 0.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.8 0.0 0.00.00.00.10.10.10.10.2 0.0 0.0 2.1 1.91.60.5 0.0 0.0 0.00.00.00.01.5 0.0 0.3 0.00.00.00.00.00.00.00.00.0 0.0 1.8 3.44.53.83.33.53.52.51.91.82.33.42.12.11.92.01.60.5 0.8 1.8 3.1 2.72.01.71.61.61.62.00.94.4 1.7 2.48.58.52.72.12.43.45.0 1.9 1.1 0.0 0.00.00.00.00.00.00.00.03.8 0.03.8 0.10.10.10.30.61.01.41.71.9 0.0 0.0 0.00.00.00.00.00.00.00.0 12.9 0.0 0.00.00.00.00.00.00.00.0 2.4 0.0 1.82.51.91.72.01.80.5 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.0 0.0 0.0 0.00.00.00.00.00.00.10.10.1 0.0 0.0 1.11.21.82.00.4 0.0 0.0 0.00.00.3 0.0 0.10.3 0.00.00.00.00.00.00.00.0 4.6 2.0 0.0 0.81.52.32.73.35.04.62.3 0.21.71.51.72.50.70.91.01.51.7 3.1 0.5 1.31.92.73.12.62.0 0.1 1.7 1.2 0.00.10.10.20.61.3 2.1 0.7 1.92.01.80.5 0.00.11.2 0.41.3 0.91.11.72.82.21.3 2.1 0.2 1.4 1.8 0.20.30.81.82.8 0.12.0 0.11.10.91.01.21.62.02.2 2.8 2.1 3.2 1.91.31.01.11.2 0.1 1.7 2.03.64.52.92.11.91.50.5 1.4 1.60.5 0.30.61.31.82.9 0.12.0 0.12.24.01.11.41.52.0 2.3 2.2 2.3 1.2 0.30.40.71.52.2 0.2 2.1 0.1 4.20.70.91.01.51.50.3 2.4 4.3 2.2 0.10.20.30.40.5 2.1 2.0 2.3 2.21.51.31.31.42.1 2.7 0.9 1.7 0.10.10.20.51.52.50.6 2.5 2.5 1.51.52.23.51.71.91.9 4.0 0.50.8 0.00.00.10.10.1 0.00.3 0.01.02.43.62.81.91.3 3.3 0.2 2.2 3.7 1.51.20.80.80.9 0.0 1.3 0.8 5.52.12.01.91.61.10.7 1.1 2.3 1.1 0.10.10.20.40.8 0.02.6 0.01.61.21.00.91.01.01.1 1.6 1.7 0.91.11.32.13.92.4 0.1 2.0 4.4 1.20.7 0.00.00.00.00.0 2.4 3.2 0.1 0.90.91.11.31.5 1.32.6 2.02.1 1.5 1.10.6 0.00.0 2.1 2.0 0.1 0.2 1.71.51.10.5 0.01.1 0.1 0.1 0.10.20.40.92.23.53.0 0.0 0.1 0.11.31.21.00.6 0.0 2.4 0.0 3.1 0.10.10.20.30.81.53.5 0.0 1.5 0.20.30.71.43.14.31.9 2.1 6.0 1.10.80.91.01.11.22.0 3.3 0.7 0.10.0 0.10.20.40.5 0.2 0.8 0.2 0.70.80.80.80.70.7 0.7 0.3 0.20.20.30.30.30.30.1 0.30.1 0.40.30.30.20.20.2 0.9 0.3 1.3 0.8 1.21.21.31.21.3 1.31.1 0.91.41.31.41.31.10.90.8 1.2 0.2 0.2 0.90.70.60.60.5 1.3 0.3 0.90.10.0 0.10.10.20.40.7 0.4 0.00.0 0.00.0 0.00.00.0 0.0 0.0 0.0 0.00.00.00.00.00.0 0.3 0.0 0.0 0.00.00.00.00.00.00.0 0.0 0.0 0.00.00.00.00.00.00.0 0.0 0.0 0.0 0.10.10.10.10.1 0.10.1 0.10.00.00.00.0 0.10.1 0.3 0.1 0.0 0.00.00.00.00.00.0 0.1 0.0 0.3 0.10.10.10.10.10.10.1 0.0 0.93.1 0.70.50.1 0.10.1 2.0 0.4 2.4 1.83.54.62.31.31.9 2.0 0.1 2.6 0.7 2.32.62.52.52.91.2 2.5 5.8 2.82.93.33.03.02.92.6 2.6 3.9 2.3 0.10.10.10.20.7 0.9 3.1 1.2 2.72.30.60.80.91.21.1 1.5 3.5 5.63.03.12.83.04.00.1 4.3 1.9 3.03.23.62.92.52.21.5 7.4 0.9 0.4 1.61.71.81.71.6 1.41.1 1.61.00.70.30.10.0 0.2 2.1 1.3 1.2 0.9 0.10.0 0.20.20.21.3 0.6 0.8 1.61.51.51.41.41.61.7 0.4 0.1 0.31.61.41.40.80.4 1.90.1 2.1 0.10.20.51.01.92.53.4 0.2 1.8 1.01.42.01.91.61.51.6 1.6 0.5 2.31.91.61.51.82.02.3 1.5 1.0 0.81.62.42.21.51.1 0.3 0.9 0.11.21.41.72.12.54.3 1.0 0.0 0.00.00.00.00.00.00.4 0.00.2 0.00.00.00.00.10.11.2 0.0 0.1 2.3 0.00.00.00.00.0 0.00.1 0.00.20.30.81.41.91.81.6 0.0 0.0 0.00.90.5 0.0 1.9 0.00.0 0.0 1.4 0.00.00.00.00.00.00.0 1.3 0.00.0 1.50.6 0.00.00.0 1.9 0.0 2.7 0.00.00.00.00.00.0 0.0 0.0 0.8 0.61.33.04.13.12.11.8 1.1 0.0 0.91.11.31.52.04.43.5 1.4 1.4 0.01.62.02.23.15.7 1.01.6 0.91.00.5 0.00.00.00.0 0.9 2.6 0.4 0.00.00.00.10.10.11.2 0.2 0.0 0.82.03.12.61.71.21.1 0.2 0.92.3 1.31.71.71.61.4 0.30.8 0.10.91.21.42.25.62.7 0.01.1 0.0 1.4 0.00.00.00.00.00.8 0.02.0 0.00.00.00.00.00.10.1 0.0 0.0 2.6 0.00.00.00.00.0 0.00.0 0.00.10.10.10.20.40.81.6 0.0 0.0 1.40.7 0.00.0 0.0 0.0 0.00.00.00.00.00.00.0 0.0 0.00.0 0.00.00.00.00.0 0.00.0 0.00.00.00.00.00.00.0 0.0 0.0 2.0 0.01.01.11.21.31.9 0.0 2.8 0.0 1.31.21.00.6 0.00.0 2.6 0.02.62.21.71.51.1 2.1 1.3 0.00.00.00.00.00.00.0 0.7 1.5 0.00.10.10.20.40.73.5 1.4 1.1 1.51.41.10.90.91.01.2 1.1 1.0 0.81.31.61.61.61.5 2.9 0.9 0.11.21.41.62.02.43.6 1.2 0.0 1.80.6 0.00.00.00.00.4 0.00.2 0.00.00.00.00.00.12.5 0.0 1.0 3.1 0.40.81.52.11.9 0.11.3 0.10.91.01.11.11.21.92.7 1.6 0.0 3.2 2.30.8 0.00.00.00.2 0.0 2.3 0.00.00.00.00.00.00.1 0.0 1.03.5 0.40.81.62.11.9 0.11.3 0.1 0.0 1.0 0.2 1.31.52.0 2.3 1.6 0.0 2.72.72.61.91.71.5 0.2 0.03.0 0.00.00.00.00.00.00.1 0.7 1.0 2.4 1.31.61.71.61.5 0.40.9 0.21.21.61.92.12.24.1 1.2 1.2 0.0 2.32.21.90.7 0.00.00.8 0.02.3 0.00.00.00.00.00.10.1 0.0 0.13.2 0.00.00.00.00.0 0.00.1 0.00.10.20.30.71.53.3 0.9 0.0 2.1 1.11.32.24.62.62.7 0.0 2.7 2.1 0.8 0.00.00.00.00.00.0 2.7 0.0 4.3 0.00.00.00.00.0 0.00.0 0.00.00.00.10.10.1 2.9 0.9 0.0 3.2 1.51.10.80.91.01.1 0.0 2.0 0.0 2.92.72.32.32.00.7 0.0 1.3 1.52.1 0.10.20.40.81.6 0.12.3 0.01.21.00.80.90.91.11.3 2.5 0.0 2.22.6 0.0 0.8 2.80.9 0.1 0.00.0 0.00.00.00.00.00.00.0 0.0 3.5 0.00.00.10.10.10.2 0.02.3 0.32.80.8 4.7 1.1 0.0 1.91.3 0.5 2.92.82.5 1.0 0.0 0.9 2.7 0.00.0 2.8 0.0 0.00.00.00.0 0.0 0.00.0 0.2 0.0 0.0 0.3 0.0 0.0 0.1 0.4 0.4 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.1 0.5 0.5 0.5 0.4 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.3 0.5 0.6 0.1 0.3 0.4 0.3 0.4 0.5 0.5 0.5 0.4 0.5 0.5 0.6 0.5 0.3 0.4 0.6 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.3 0.4 0.0 0.0 0.4 0.5 0.3 0.2 0.4 0.6 0.7 0.8 0.6 0.5 0.7 0.7 0.2 0.2 0.3 0.5 0.3 0.5 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.4 0.4 0.5 0.6 0.1 0.3 0.00.6 0.7 0.8 0.8 0.7 0.6 0.4 0.2 0.1 0.1 0.1 0.00.00.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.4 0.3 0.0 0.1 0.2 0.2 0.3 0.6 0.6 0.5 0.4 0.3 0.2 0.40.4 0.20.4 0.3 0.2 0.3 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Parking Lot Illuminance (Fc) Average = 2.14 Maximum = 12.9 Minimum = 0.6 Avg/Min Ratio = 3.57 Max/Min Ratio = 21.50 FLOOR 1 100' -0" ABCDEF T/ PRECAST 139' -0" 209 13 16 6 7 9 910 8 FLOOR 1 100' -0" A B C D E F T/ PRECAST 139' -0" 20 13 16 6 7 9 10 8 9 9 21 FLOOR 1 100' -0" 12345678910111213 T/ PRECAST 139' -0" CORNER ENTRY T/ PRECAST WALL PANEL +40'-0" AFF AT ENTRIES FIRE ACCESS DOOR UPPER STOREFRONTS AT CORNERS PLACED AT MEZZANINE LEVEL: SILL AT 2'-6" HEAD AT 8'-6" FIRE ACCESS DOOR FIRE ACCESS DOOR 8' - 0"8' - 0"6' - 0"6' - 0"8' - 0"8' - 0" TYPICAL PRECAST WALL SPACING AT FIRE ACCESS LOCATIONS GRIDS 3, 7 AND 11 A4 1 A4 3 A4 2 1 23 45 6 7 8 999999916222020 FLOOR 1 100' -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 T/ PRECAST 139' -0" FDC 8' - 0"8' - 0"8' - 0"8' - 0"6' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"6' - 0"8' - 0"8' - 0"8' - 0" 3' - 0"3' - 0" TYPICAL BAY SPACING OF PRECAST WALL PANELS 1010 11 111213141517 18 19 22 TYP. TYP. 2222 22 22 22 Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2026 Location PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1/ 5 / 2 0 2 6 2 : 4 4 : 1 9 P M A323.043 EXTERIOR ELEVATIONS Date 16362 NSL Lakeville 35 Logistics 2 10655 215th Street West Lakeville, Minnesota 0'15'30' 60' SCALE:1/16" = 1'-0"A3 3 NORTH - JUNIPER WAY SCALE: 1/16" = 1'-0"A3 4 SOUTH - 215TH STREET 0'8'16' 32' 0'8'16' 32' SCALE:1" = 30'-0"A3 1 OVERALL EAST - FRONT ELEVATION SCALE:1" = 30'-0"A3 2 OVERALL WEST - DOCK ELEVATION 0'15'30' 60' ELEVATION NOTES 1 SMOOTH PAINTED PRECAST WALL PANEL - PAINT 1 - WHITE 2 SMOOTH PAINTED PRECAST WALL PANEL - PAINT 2 - LIGHT GRAY 3 SMOOTH PAINTED PRECAST WALL PANEL - PAINT 3 - MEDIUM GRAY 4 SMOOTH PAINTED PRECAST WALL PANEL - PAINT 4 - DARK GRAY 5 SMOOTH PAINTED PRECAST WALL PANEL - PAINT 5 - BLUE 6 CEMENT FIBER WALL PANEL SYSTEM - BLUE 7 CEMENT FIBER WALL PANEL SYSTEM - WOOD 8 ALUMINUM AND GLASS STOREFRONT SYSTEM 9 AREA LIGHT 10 EXIT LIGHT (TYP.) 11 OVERHEAD DRIVE-IN DOOR 12 OVERHEAD DOCK DOOR WITH LEVELER AND DOCK SEAL 13 HOLLOW METAL DOOR WITH TRANSOM WINDOW ABOVE 14 METAL DOCK STAIR 15 BOLLARD 16 CLERESTORY WINDOW 17 GAS METERS 18 PREFINISHED METAL COPING 19 KNOCK-OUT PANEL 20 TENANT SIGNAGE 21 ADDRESS NUMERALS 22 OVERFLOW ROOF DRAIN SCUPPER MATERIAL GRADE AREAS - EAST MATERIAL GRADE AREAS - WEST MATERIAL GRADE AREAS - NORTH MATERIAL GRADE AREAS - SOUTH CITY LAND USE SUBMITTAL 1-5-2025 6 10 6 Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2026 Location PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1/ 5 / 2 0 2 6 2 : 4 4 : 2 2 P M A523.043 EXTERIOR RENDERINGS Date 16362 NSL Lakeville 35 Logistics 2 10655 215th Street West Lakeville, Minnesota SCALE:NO SCALEA5 1 VIEW - FRONT OF BUILDING PERSPECTIVE SCALE:NO SCALEA5 2 VIEW - CORNER ENTRY SOUTHWEST SCALE:NO SCALEA5 3 VIEW - CORNER ELEVATION SOUTH SCALE: NO SCALEA5 4 VIEW - SECONDARY ENTRY NORTH SCALE: NO SCALEA5 5 VIEW - SECONDARY ENTRY SOUTH CITY LAND USE SUBMITTAL 1-5-2025 Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891-7087  Fax 952.891-7127  www.co.dakota.mn.us March 12, 2026 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: LAKEVILLE 35 LOGISTICS CENTER SOUTH The Dakota County Plat Commission met on March 11, 2026, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 70 (Juniper Way) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The site includes one lot for a commercial building site. The right-of-way guidelines along CSAH 70 as a 4-lane divided roadway are 75 feet of half right of way, which have been met. No access is shown to CSAH 70. Restricted access should be shown along all of CSAH 70. A quit claim deed for restricted access to Dakota County is required with the recording of the plat mylars. As noted, the intersection at CSAH 70/215th Street West will be changed to a restricted access location in the future. The Plat Commission has approved the preliminary plat provided that the described conditions are met. The Ordinance requires submittal of a final plat for review by the Plat Commission before a recommendation is made to the County Board of Commissioners. Traffic volumes on CSAH 70 are 13,300 ADT and are anticipated to be 16,800 ADT by the year 2040. 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 CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On March 19, 2026, the Lakeville Planning Commission met at its regularly scheduled meeting to consider a conditional use permit to allow a warehouse building in the O-P, Office Park District to be located on Lot 1, Block 1, Lakeville 35 Logistics Center South Addition. The Planning Commission conducted a public hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. 1. The property is located in Planning District No. 6 of the 2040 Comprehensive Land Use Plan, which guides the property for office park uses. 2. The property is currently zoned O-P, Office Park District. 3. The legal description at the time of final plat of the property will be: Lot 1, Block 1, Lakeville 35 Logistics Center South Addition, Dakota County, Minnesota 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: 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 proposed warehouse building is consistent with the 2040 Comprehensive Land Use Plan and the District 6 recommendations of the Comprehensive Plan. The proposed use is or will be compatible with present and future land uses of the area. Finding: The proposed warehouse building will be accessed exclusively from 215th Street. There are no nearby land uses that will be adversely impacted by the proposed warehouse building. Provided compliance with the conditional use permit, the proposed warehouse use will be compatible with existing and planned nearby land uses in the vicinity. The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The exterior design of the industrial warehouse building conforms to all performance standards contained in the Zoning Ordinance and the City Code. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The subject property lies within in the current MUSA. The property can be served with public sanitary sewer and water services. The use of the property as an industrial warehouse will have no impact on the City’s service capacity. Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Anticipated traffic generated by the industrial warehouse – office building is within the capabilities of all public streets serving the property. Dakota County Plat Commission has reviewed and approved the plat and planned land use. 5. The planning report dated March 10, 2026 prepared by Senior Planner Heather Botten is incorporated herein. The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report prepared by Senior Planner Heather Botten dated March 10, 2026. March 19, 2026 BY: _________________________ Christine Zimmer, Chair