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PC Staff Report Page 1 of 17 Application: Subdivision, Site Plan, Wetland Alteration Permit, Vacation, and Variance (PC #2023-16) Planning Commission Review Date: July 18, 2023 City Council Review Date: August 14, 2023 SUMMARY OF REQUEST: The applicant is requesting a Subdivision replating two outlots, a Vacation of easements and right-of-way, a Wetland Alteration Permit, a Site Plan review of two office/industrial buildings with a total size of 394,247 square feet, and variances. LOCATION: Located at the SW corner of Arboretum Blvd and Audubon Blvd. Outlot A, McGlynn Park and Outlot A, McGlynn Park 2nd Addition; PID 254520020 and 254480020 (Subject Property) OWNER: Mesenbrink Construction & Engineering, Inc. 7765 165th Street East Prior Lake MN 55372 Applicant: Edward Farr Architects Inc. CURRENT ZONING: Industrial Office Park, IOP PROPOSED MOTION: “The Chanhassen Planning Commission recommends approval of the Subdivision, Site Plan, and the Wetland Alteration Permit request for the construction of Audubon Business Park subject to the conditions of approval and adopts the attached Findings of Facts and Recommendation.” 311 Page 2 of 17 2040 LAND USE PLAN: Office Industrial (O/I) ACREAGE: 29.52 acres DENSITY: 0.32 FAR LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a Preliminary Plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the preliminary plat. This is a quasi-judicial decision. The city’s discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. The city’s discretion in approving or denying a Variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The city has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. The city’s discretion in approving or denying a Wetland Alteration Permit is limited to whether the proposal meets the standards outlined in the Zoning Ordinance. If it meets these standards, the city must approve the wetland alteration permit. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article XII, “IOP” Industrial Office Park District Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office- Institutional Developments Chapter 20, Article XXVI, Signs Chapter 20, Article XXIX, Highway Corridor District ZONING OVERVIEW Zoning Designation The property is zoned Industrial Office Park District, IOP. Environmental Protection Districts Bluff Creek Corridor - This is not encumbered by the Bluff Creek Overlay District. 312 Page 3 of 17 Bluff Protection - The proposed project is located outside of the required bluff setback. Floodplain Overlay - The proposed project is located outside of the floodplain. Shoreland Management - The property is outside of the Shoreland Protection District. Wetland Protection – Wetlands do exist on the site and are being proposed to be altered in accordance with the wetland sequencing application being reviewed by the Technical Evaluation Panel (TEP) charged with administering the Wetland Conservation Act (WCA) on behalf of the City of Chanhassen as the Local Government Unit (LGU). SUBDIVISION REVIEW The applicant is replatting two outlots into two developable lots. In conjunction with the plat, they will be vacating a portion of the existing McGlynn Drive right-of-way. EASEMENTS The proposed development is at PINs 254520020 & 254480020 which were platted in 1988 (McGlynn Park) and 1995 (McGlynn Park 2nd Addition), respectively. At that time typical public 313 Page 4 of 17 drainage and utility easements (DUE) along the property lines were recorded. With the proposed development these public DUEs must be vacated concurrently with the recording of the final plat and newly platted DUE in accordance with City Ordinance provided. Additionally, public water mains will extend into the site as discussed later under “Utilities” of this report. A 20-foot easement centered over the public mains shall be provided in accordance with Sec. 18- 76 of City Ordinance; the developer’s preliminary and final plat generally indicate these easements will be provided. The developer is proposing to dedicate public right-of-way (ROW) along Coulter Boulevard to meet the requirements of City Ordinance. Coulter Boulevard is a collector road and is required under Sec 18-57(b) to have an 80-foot-wide ROW. The applicant is providing adequate width associated with Coulter Boulevard abutting the south side of the proposed development by dedicating an additional 10 feet, as well as vacating a public road easement (Doc. No. 212079 with Carver County) and platting the required ROW. A platted ROW is preferred over easements as they are more specific and provide more protection for their public use in perpetuity. Furthermore, the developer is proposing to dedicate ROW over the newly located McGlynn Road cul-de-sac which appears to generally be in conformance with the City’s Standards and Specifications and Detail Plates (#5205). Lastly, the developer shall provide an updated title commitment prior to the recording of the final plat, Development Contract, and Site Plan Agreement and provide any recorded encumbrances on the property identified on the title commitment. STORMWATER UTILITY CONNECTION CHARGES City Ordinance sets out the fees associated with surface water management when subdividing properties. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that t he more intense the development type, the greater the degradation of surface water. This fee will be applied to the new lots of record being created. It is assessed at the rate in effect at that time; the 2023 rate for industrial is $23,820.00 per acre o f developable land: SURFACE WATER DEVELOPMENT FEE AREA PER ACRE FEE ACRES FEE GROSS AREA $9,180 2.205 $ 20,241.90 OUTLOT A $9,180 0.548 $ (5,030.64) NET AREA 1.657 $ 15,211.26 The net SWMP fee due at the time of final plat (in 2023) is estimated to be $666,957.62. SANITARY AND WATER UTILITIES The site has access to public sanitary sewer and water mains abutting the property within Coulter Boulevard’s and McGlynn Road’s rights-of-way. The applicant is proposing to extend 314 Page 5 of 17 sanitary sewer from the previously installed stub from McGlynn Road and extend water mains from the previously installed stubs from Coulter Boulevard and McGlynn Road. The proposed water main and sanitary sewer main extensions shall be owned and maintained by the city after acceptance of the public improvements by the City Council. As such, the installation of these public utilities will be required to be constructed in conformance with the latest edition of the City of Chanhassen’s Standard Specifications and Detail Plates. Based on the plans provided the public water mains will be looped internally to provide better serviceability and water quality to the site. There is an extension to the north of “Building A” that will not be looped as its extension is only to provide adequate fire suppression (hydrants) to that portion of the building. All hydrant locations must be verified by the Fire Department. In order to access and maintain the newly installed public utilities adequate public drainage and utilities must be recorded prior to or concurrently with the final plat . Minimum easements are 20 feet wide from the center of the utility alignment in typical construction applications, however, easements can vary in width depending on the depth and size of infrastructure proposed. As currently proposed with the construction plans and final plat, adequate easements have been provided. However, the applicant will be required to supply profile drawings of all the public utilities being extended on-site, this includes the sanitary sewer main, in order for staff to review and approve all required easements. There is approximately 250 linear feet of public water main that is proposed to be constructed on substantial fill (>3 feet), and a total of approximately 450 linear feet of public water main on fill throughout the site. When utilities are constructed over fill, there are concerns that inadequate compaction and/or materials could be used which can lead to the fill settling over time which can cause the water main to shift or break. It does not appear that the geotechnical report provided with the application materials addresses this concern. The developer shall update the geotechnical report to incorporate recommendations and requirements when constructing utilities over fill areas. Construction plans must incorporate these recommendations, and a geotechnical engineer must be on -site to observe that the construction is in conformance with the incorporated recommendations. Final civil construction plans will be subject to review and approval by staff prior to recording the final plat. Fees Based on the proposal the following fees would be collected according to rates in effect for 2023 with the Development Contract: a) Administration Fee: If the improvement costs are less than $500,000, 3% of the improvement costs. If the improvement costs are between $500,000 and $1,000,000, 2% of the improvement costs. b) Surface water management fee: $23,820/acre. c) Park dedication fee: $12,500/acre. d) GIS fees: $100 for the plat plus $30 per parcel. 315 Page 6 of 17 LANDSCAPING AND TREE PRESERVATION The applicant for the Audubon Business Park did submit tree preservation calculations. They are as follows: Total inches (significant trees) 2,550” Total inches removed (significant trees) 2,322” Total inches preserved (significant trees) 228” The applicant’s inventory seemed accurate (most trees sampled were one to two inches larger than the diameter recorded in the inventory), based on several sample areas checked in the field. The site is not fully wooded and has been farmed for many years, based on aerial images going back to the 1930s. Trees that have been on the site have been historically located around several buildings that were located near where the current McGlynn Rd is located. No trees on the site are older than 35 years (except maybe a couple individuals in the NW wetland area). PARKS & RECREATION The quality and number of recreational facilities in a community directly contribute to its quality of life. For this reason, the City of Chanhassen places a strong emphasis on parks an d open space. As the City of Chanhassen has developed and increased in population and businesses, more pressure and attention has been given to providing recreational opportunities for our residents, visitors, employees, and businesses. Increased leisure time, health awareness, greater mobility, and high disposable incomes have all contributed to the increased demand for recreational activities. The challenge of the next century will be to provide facilities for a growing and diverse population. The development is within a half mile of Chanhassen Recreation Center and 1,727 feet of Lake Ann Park. The site connects directly to trails on Audubon Road and Coulter Boulevard. Park and Trail Conditions of Approval Park fees for the new building sites in effect at the time of final plat approval shall be paid prior to recording the plat. The park fees for 2023 are $12,500.00 per acre for commercial/industrial land. The developer shall pay $349,987.50 when subdivided in 2023. (27.999 acres x $12,500 = 349,987.50) SITE PLAN REVIEW The developer is requesting site plan approval for two office industrial buildings of 229,688 and 164,559 square feet that would be used as an office-manufacturing-warehouse. 316 Page 7 of 17 The Industrial Office Park District outlines specific setbacks for development A summary of the applicable setbacks and design standards is provided below: ACCESS The Audubon Business Park development is proposed at PINs 254520020 & 254480020 which are located at the NWC of Audubon Road & Coulter Boulevard with additional access to the properties at the cul-de-sac of McGlynn Road. Two accesses are being proposed via Coulter 317 Page 8 of 17 Boulevard, a city collector road, and three accesses are being proposed from McGlynn Road, a city local road. Two of the three accesses from McGlynn Road will provide ingress/egress to the truck loading areas and truck/trailer parking, while the remaining accesses to the site will provide ingress/egress to the 482 parking stalls surrounding the north and south lots. A Tr affic Analysis produced by Vernon Swing, PE with SSTS was provided which evaluated existing traffic operations and potential traffic impacts to the adjacent roadway network based on the proposed use for the anticipated 2024 build. The report concluded that traffic operations will continue to operate under acceptable levels of service for the adjacent road network. Trip generation calculations provided indicate that additional traffic generation would produce 268 and 291 trips during the a.m. and p.m. peak hours, respectively, and a weekday ADT of 1,870. These trip generation values were calculated based on the Institute of Transportation Engineers’ Trip Generation Manual, 11th Edition (ITE) by utilizing the ITE’s Land Use Code of “Manufacturing” for the entire site’s building areas (approximately 393,600 square feet). The developer in their narrative provided information that there will be office and potentially other Land Use codes associated with the development. The developer will be required to update the trip generation estimates in accordance with the anticipated Land Use Codes. If the development is estimated to generate either 250 or more peak-hour vehicle trips or 2,500 or more new daily trips after this update, the Traffic Analysis will be required t o be updated to incorporate a future year analysis of 2040 and the impacts on the level of service and operations of the surrounding network. The final traffic analysis will be subject to review and approval by staff prior to recording the final plat. The development’s proposal includes the taking of a segment of McGlynn Road by relocating the cul-de-sac approximately 300 feet to the east. As McGlynn Road will not be required to be extended in the future and the proposed construction plans illustrate adequate access to the proposed development as well as maintaining the neighboring existing site’s accesses, staff is in support of the updated configuration to McGlynn Road. This will require that McGlynn Road’s existing right-of-way be vacated and the resolution be recorded concurrently with the final plat. Further discussion on vacations, right-of-way, and easements is discussed under the “Easements” section of this report. EROSION CONTROL The proposed development will impact over one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared and submitted a Surface Water Pollution Prevention Plan (SWPPP) to the City for review. The SWPPP is a required submittal element for final site plan review along with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-145 of City Ordinance. No earth-disturbing activities may occur until an approved SWPPP is developed and approved. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements the permit. The SWPPP will need to be updated as the plans are finalized when the 318 Page 9 of 17 contractor and their sub-contractors are identified, and as other conditions change. All erosion control shall be installed and inspected prior to initiation of site grading activities. Compliance Table IOP/HC Project Building Height 4 stories 1 story 50 feet 43 feet three inches (south elevation) Building A Setback N – 75/150 E - 30' N - 143' E - 219' W - 10' S - 30' W - 173' S – 170’ Building B Setback N - 30' E - 30' N - 125' E - 264' * W - 10' S – 50/100’ W -250' S – 96’ Wetland Buffer 30 feet 40 feet Parking Stalls 485 stalls 428 stalls with 54 proof of parking Parking Setback N - 75' E - 25' N - 83' E - 135' W - 10' S -25' W -192' S - 20' Hard Surface Coverage 70% 32% Lot Area 43,560 sq. ft. 946,994 sq. ft. (21.74 ac.) North Elevation (Facing Highway 5) West Elevation 319 Page 10 of 17 Building A Building B East Elevation (Facing Audubon Road) 320 Page 11 of 17 South Elevation (Facing Coulter Boulevard) Southeast Elevation Interior Elevations (Truck Bays) Size portion and Placement The proposed structures will be constructed parallel to Highway 5 and Coulter Boulevard. 321 Page 12 of 17 Material and Color The primary building material is textured (exposed aggregate) light and dark gray concrete panels, which are located on all sides of the building. Additionally, metallic copper metal are proposed to provide banding on the structure. Building A, north building, will be primarily light precast. Building B, south building, will be primarily dark precast. Prefinished metal coping will be provided at the top of each building with the color matching the building material color. Window framing is clear anodized aluminum with gray, low-E reflective glass. Architectural Interest The Applicant is proposing pre-cast tilt-up panel buildings. The building walls would include two colors to provide variation, large windows around the entrances to provide further articulation of the wall faces and reveals in the concrete panels throughout the building. Clerestory windows are provided above the truck docks and on the ends of the building. The proposed structure would have parapet walls over each of the entrances as well as evenly spaced along the north and south elevations. The proposed parapets and building height will aid in screening of rooftop mechanical equipment. Articulation is provided at entrances, building columns, and window openings. Roof Design The flat roof is articulated by the use of varying parapet heights. Rooftop mechanical equipment shall be screened. Façade Transparency The proposed development uses significant window areas, especially around building entrances. Additional architectural features include two different parapet heights, and three color tones on the wall faces on public-facing sides of the structure. Site Furnishing The developer is providing a patio area and seating at the end of each building. Sidewalks from each building will connect to the city’s trail system on Audubon Road and Coulter Boulevard. 322 Page 13 of 17 Loading and Refuse Areas The facility will utilize an interior (truck yard) trash enclosure in the middle of the property. Lighting Submitted plans show that the applicant is proposing lighting on the building and parking lot. Monopole lights for the parking area. The plans note that poles and wall mounts will be 30 feet above grade. The wallpack lighting must be shielded with a total cutoff angle equal to or less than 90 degrees. Signage Submitted plans show both wall signage as well as a ground monument sign. Wall Signage – one wall business sign is permitted on the street frontage for each business occupant within a building. Ground signage - ground signs may be no closer than 10 feet to any property line and be no larger than 80 square feet of sign display area. The maximum height of the monument structure is eight feet. The applicant shows a monument sign at the corner of Audubon Road and Highway 5. Ground lighting may not spill skyward. Separate sign permits are required for each business sign. Signage shall comply with the Office Industrial sign regulations. Directional signage must be located outside public right of way. Landscaping The development is proposing buffer areas along the north, south, east and west property li nes. The applicant does not meet bufferyard requirements along the north property line, as they are not counting the entire length that need to be buffered along Hwy 5. Staff recommends that the applicant finalize the buffer calculations to see if the proposed landscaping quantities meet minimum requirements. The applicant will need to provide adequate screening of the northwestern corner of the property as there are no proposed plantings for this area to further screen the northwestern corner of the property from Hwy 5. The applicant will need to provide calculations for the minimum requirements for landscaping for the parking lots to see if they meet the requirements for landscape area and parking lot trees. 323 Page 14 of 17 The landscape plan meets tree diversity requirements. The planting schedule reflects that no one species will comprise more than 10% of total trees to be planted, no genus will have more than 20% of total trees and no one tree family will have more than 30% of total trees. WETLANDS The proposed plans show six wetlands on site. Four of the six wetlands will be impacted in some way as a result of the proposed project. The two wetlands which will not be impacted by the project are the northwest and north-central wetlands. The Applicant has adjusted parking areas in order to avoid those wetlands entirely and also provide for the required buffer between those wetlands and developed area. The Applicant’s wetland sequencing plan will be reviewed by the Technical Evaluation Panel (TEP) for adherence to the Wetland Conservation Act (WCA). The TEP will be considering the wetland sequencing proposal of the Applicant and their approach of mitigation through the purchasing of wetland credits. CONDITIONS OF APPROVAL SITE PLAN Required Planning Department Comments/Corrections to Plan Set: 1. Separate sign permits are required for each business sign. Signage shall comply with the Office Industrial sign regulations. 2. Directional signage must be located outside public right of way. 3. Site lighting must comply with city ordinance. Building Department Notes: 1. A building permit must be obtained before beginning any construction. 2. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 3. Building plans must provide sufficient information to verify that p roposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review 4. The building is required to have automatic fire extinguishing systems. 5. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings, and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. 6. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Ext walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count 324 Page 15 of 17 7. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 8. If any soil corrections are done on the property a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. Fire Department Notes: 1. Building will require a fire suppression system and fire panel to monitor the system. 2. Additional hydrants may be required after final review of utility plans 3. If building stays under 30 feet, no additional fire apparatus entrance required. 4. Fire apparatus turnaround required, looks to be provided by N/E portion of parking lot but cannot confirm spacing until more detailed plans provided. Natural Resources 1. The applicant shall revise the landscape plan to increase quantities to meet minimum ordinance requirements for bufferyard plantings and vehicle use areas (including parking). 2. The applicant shall increase the number of trees in areas where there is a need for further screening (NW corner of property). 3. The applicant shall increase the number of plantings along the western parking lot of Building A (L2.0), so it is similar to the proposed plantings along the western parking area for building B (L2.3). 4. The applicant shall include tree protection fencing in plans in red for sheet C37, to match C35, C36 & C38. 5. Plantings of tree overstory species shall be at least 25 feet from the overhead utility lines along the N side of the property, along on Hwy 5 (see L2.0 & L2.1). 6. Plans will need to be amended to show that any boulevard trees are proposed to be removed (see the SW entrance to the site on C37). 7. When within 20’ of the dripline of a tree to be saved, silt fences shall be replaced by mulch socks, so no roots of trees to be preserved are cut from the installation of a typical silt fence skirt. Note that silt fences are not to be used a tree protection fencing. 8. Replace white spruce trees that are N of the SW pond and S of a building with Norway spruce or other evergreen that will be large enough to screen building. The proposed variety (Black Hills, densata) is quite a bit shorter at maturity than the recommendation SUBDIVISION Engineering 1. The developer and their Engineer shall work with City staff in updating the Traffic Analysis, dated April 14, 2023 prepared by Vernon Swing, PE with SSTS, to fully satisfy comments and concerns by staff. The final Traffic Analysis will be subject to review and approval by staff prior to recording of the final plat. 325 Page 16 of 17 2. All public drainage and utility easements and rights-of-way within the development shall be vacated concurrently with the recording of the final plat. 3. The developer shall supply public drainage and utility easements over all public utilities within the development prior to recording the final plat. 4. The developer shall dedicate right-of-way in accordance with Sec. 18-57(b) for Coulter Boulevard and in accordance with the City’s Specification and Detail Plates (Plate #5205) for McGlynn Road. 5. The developer shall provide an updated title commitment prior to the recording of the final plat, Development Contract, and Site Plan Agreement and provide any recorded encumbrances on the property identified on the title commitment. 6. All newly constructed water and sanitary mains shall be public, owned and maintained by the city, after acceptance of the public improvements by the City Council. 7. All sanitary sewer and water main improvements on the site wil l be constructed in accordance with the latest edition of the City of Chanhassen’s Standard Specifications and Detail Plates. 8. The developer shall update the geotechnical report to incorporate recommendations and requirements when constructing public utilities, as well as their construction over fill areas. A geotechnical engineer shall be on-site to observe that the construction is in conformance with the incorporated recommendations. 9. The developer shall enter into a Development Contract and pay all applicable fees and securities prior to recording of final plat. 10. The developer shall enter into a site plan agreement with the City and provide necessary financial security to guarantee compliance with the terms of site plan approval. 11. The developer and their Engineer shall work with City staff in amending the construction plans, dated June 16, 2023 prepared by Rehder & Associates, Inc., to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the final plat. 12. It is the developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Carver County, RPBCWD, Board of Water and Soil Resources, MnDOT, US Army Corps of Engineers, etc.) prior to the commencement of construction activities. Parks and Recreation 1. Park fees for the new building sites in effect at the time of final plat approval shall be paid prior to recording the plat. WETLAND ALTERATION PERMIT 1. The applicant shall provide a copy of the signed Army Corps of Engineers Permit prior to the commencement of construction activities. 2. The applicant shall comply with all requirements of the approved WCA sequencing application and provide proof of purchased credits prior to the commencement of construction activities. 326 Page 17 of 17 3. The applicant shall pay the fees associated with the wetland alternation permit ($275) prior to the commencement of construction activities. 4. The applicant shall work with staff to creat e an approved plan for reestablishing the wetland buffer that will be disturbed prior to recording of the site plan agreement. ATTACHMENTS Findings of Fact and Recommendation Development Review Application Project Narrative Civil Plans Zoning (Architectural) Plans Affidavit of Mailing 327 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Mesenbrink Construction & Engineering, Inc. and Edward Farr Architects Inc. for Subdivision approval to create two lots, Site Plan review for two office-industrial buildings of 229,688 square feet and 164,559 square feet, respectively, and a Wetland Alteration Permit to fill wetlands on site for the construction of Audubon Business Park subject to the conditions of approval On July 18, 2023, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Mesenbrink Construction & Engineering, Inc. and Edward Farr Architects, Inc. for Audubon Business Park. The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Office Industrial Park, IOP, and Highway Corridor District, HC. 2. The property is guided in the Land Use Plan for Office Industrial use. 3. The legal description of the property is Outlot A, McGlynn Park and Outlot A, McGlynn Park 2nd Addition; PID 254520020 and 254480020. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven (7) effects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; 328 2 c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control, and all other improvements required by Chapter 18 of the Chanhassen City Code; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. 5. Site Plan: a) Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b) Is consistent with the requirements of Chapter 20, Article II, Division 6, Site Plan; c) Preserves the site in keeping with the general appearance of the neighboring developed or developing areas; d) Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e) Creates a functional and harmonious design for structures and site features, with special attention to the following: 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; 2) The amount and location of open space and landscaping; 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4) Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior 329 3 drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 6. Wetland Alteration a. Will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. Will be consistent with the objectives of the city's comprehensive plan and this chapter. c. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. Will not be hazardous or disturbing to existing or planned neighboring uses. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. Will be aesthetically compatible with the area. k. Will not depreciate surrounding property values. l. Will meet standards prescribed for certain uses as provided in the zoning ordinance. 330 4 7. The planning report #2023-16, dated July 18, 2023, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that City Council approve the Preliminary Plat, Site Plan, and the Wetland Alteration Permit request for the construction of Audubon Business Park subject to the conditions of approval. ADOPTED by the Chanhassen Planning Commission this 18th day of July 2023. CHANHASSEN PLANNING COMMISSION BY:___________________________________ Its Chairman 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 C30REHDER& ASSOCIATES, INC.3440 Federal Drive, Suite 110Eagan, MN 55122Telephone: 651-452-5051www.rehder.comCivil Engineers & Land SurveyorsPRELIMINARY364 C31REHDER& ASSOCIATES, INC.3440 Federal Drive, Suite 110Eagan, MN 55122Telephone: 651-452-5051www.rehder.comCivil Engineers & Land SurveyorsPRELIMINARY365 C32REHDER& ASSOCIATES, INC.3440 Federal Drive, Suite 110Eagan, MN 55122Telephone: 651-452-5051www.rehder.comCivil Engineers & Land SurveyorsPRELIMINARY366 367 368 369 370 371 372 C39REHDER& ASSOCIATES, INC.3440 Federal Drive, Suite 110Eagan, MN 55122Telephone: 651-452-5051www.rehder.comCivil Engineers & Land SurveyorsPRELIMINARY373 14 8 16 14 12 12 19 17 16 18 12 12 21192020 1212 15 16 16 16 16 15 16 15 15 14 D rainage and Utility Easem ent per M cG LYNN PARKD ra in a ge a n d U tility E a s e m e n t p e r M c G L Y N N P AR K STATE HIGHWAY NO. 5 (ARBORETUM BOULEVARD) McGLYNN ROAD COULTER BOULEVARD AUDUBON ROADAUDUBON ROADxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx DAYCARE W E T WE T DOCKDRIVE-UPDRIVE-UPEXISITNG DRIVEWAYS WETLAND WETLAND RELOCATE CUL-DE-SAC BUILDING 'A' 229,688 SF PROPOSED BUILDING 'B' 164,559 SF FRONT YARD - 30' MINSIDE YARD - 10' MIN FRONT YARD -30' TO BE SAVED FRONT YARD - 30' SIDE / REAR YARDS - 10' MIN / 15' BUFFER ZONE FRONT YARD - 30' DAYCARE PARKING PLAY- GROUND 224 STALLS 204 STALLS DOCKRETAINING WALL 32 TRAILER STALLS OR 54 CAR STALLS (PROOF OF PARKING)262' - 0"1' - 0"60' - 0"4 BAYS @ 50'-0"200' - 0"1' - 0"52' - 6" 15 BAYS @ 51' - 6" 772' - 6"52' - 6" 877' - 6"4 BAYS @ 40'-0"160' - 0"60' - 0"15 BAYS @ 50'-0" 750' - 0" 10 LOADING DOCK BERTHS RETAINING WALL CONCRETE PATIO WITH TABLES. SEE CIVIL INFILTRATION BASIN INFILTRATION BASIN INFILTRATIONBASINBIOFILTRATION / INFILTRATION BASIN DOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCKDOCK39 TRASH ENCLOSURE TRASH ENCLOSURE INFILTRATION BASIN TRASH ENCLOSURE DRIVE-UPVIEW 1/A8 VIEW 3/A9 VIEW 5/A10 VIEW 2/A8 VIEW 4/A9168'.96'.143'.100' - 0"MONUMENT SIGN CONCRETE PATIO WITH TABLES. SEE CIVIL A2 5 A2 5 Sim A2 5 Sim ZONING PARKING CALCULATIONS BUILDING A - 229,688 SF: 10% OFFICE = 22,968 @ 5/1000 = 115 10% MFG = 22,968 @ 3/1000 = 69 80% WHSE = 183,750 FIRST 10,000 @ 1/1000 = 10 173,750 @ 1/2000 = 87 TOTAL: 281 STALLS REQUIRED 224 STALLS PROVIDED 54 PROOF OF PARKING 278 IN FUTURE BUILDING B - 164,559 SF: 10% OFFICE = 16,456 @ 5/1000 = 83 10% MFG = 16,456 @ 3/1000 = 50 80% WHS = 131,647 FIRST 10,000 @ 1/1000 = 10 121,647 @ 1/2000 = 61 TOTAL: 204 STALLS REQUIRED 204 STALLS PROVIDED 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 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:35:51 PMA122.068 ARCHITECTURAL SITE PLAN 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE:1" = 60'-0"A1 1 SITE PLAN N 0'30'60'120' SITE DATA: SITE AREA: 1,234,603 SF APPROX. 28.34 ACRES APPROX. ZONING: INDUSTRIAL OFFICE PARK BUILDING SIZES: 'A' = 229,688 SF 'B' = 164,559 SF TOTAL = 394,247 SF BUILDING COVERAGE: 32% PROPOSED PARKING COUNTS: BUILDING 'A' = 229 STALLS BUILDING 'B' = 204 STALLS TOTAL 433 STALLS ZONING REVIEW 06/16/2023 374 W E T T W E WETLAND 1 M ANAGE 1 - M EDIUM QUALITY WETLAND 2 M ANAGE 2 - M EDIUM QUALITY EXISTING WETLAND EX. 100-YR HWL = 955.38 PROPOSED 100-YR HWL = 955.36 (PER PLANS PREPARED BY LOUCKS) FFE = 977.5 FFE = 977.5 FFE = 977.5 FFE = 977.5 PROPOSED BUILDING 'A' PROPOSED BUILDING 'B'PROPOSED BUILDING 'B' 32 TRAILER PARKING STALLS 54 AUTOMOBILE PARKING STALLS OR PROPOSED BUILDING 'A' M ODULAR BLOCK RETAINING WALL M ODULAR BLOCK RETAINING WALL APPROXIM ATE LOCATION OF DELINEATED WETLAND PER PLANS PREPARED BY LOUCKS 14 8 16 14 12 12 19 17 16 18 12 12 21192020 1212 15 16 16 16 16 15 16 15 15 14 D rainage and U tility Easem ent per M cG LYN N PA R K D r a in a g e a n d U t ilit y E a se m e n t p e r M c G L Y NN P A R K18.00'26.00'18.00' 26.00' 18.04'26.00'60.00'9.00'6.00'18.00' 26.00'6.00'18.00' 26.00' 18.00' 18.00' 26.00' 18.00' 18.00' 26.00'18.00' 26.00' 26.00'26.00'9.00'60.00'62.00'60.00'62.00'45.00'11.00' 18.00'26.00'18.00'26.00'18.00'26.00' 6.00'6.00'18.00'26.00'18.00'6.00'6.00' 26.00' 18.00' 26.00' 18.00' 6.00'6.00'9.00'9.00' 9.00'9.00'9.00'9.00' 9.00'26.00'9.00'167.44'143.95'100.00'97.10'18.00'26.00'9.00' 9.00' 3' CONCRETE VALLEY GUTTER3' CURB OPENING 3' CONCRETE VALLEY GUTTER 6.00'6.00' TRASH ENCLOSURE (SEE ARCHITECTURAL) TRASH ENCLOSURE (SEE ARCHITECTURAL) TRASH ENCLOSURE (SEE ARCHITECTURAL) 40.00' CONCRETE PATIO 12.00'24.00'CONCRETE PATIO 24.00'14.00'28.00'36.00 '62.00'62.00'750.00'xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 250' - 0"250' - 0" PROPERTY LINE S I G H T L I N E SIGHT LINE PROPERTY LINE BLDG A RTU RTU 6' - 0"6' - 0"INFILTRATION POND RETAINING WALL PROPERTY LINE 6' - 0"PROPERTY LINE SIGHT LINE S I G H T L I N E RTURTU BLDG B 251' - 11"264' - 0" INFILTRATION POND PROPERTY LINE 250' - 0" S I G H T L I N E SIGHT LINE PROPERTY LINE 6' - 0"6' - 0"250' - 0" BLDG BBLDG A RTU RTU RTU INFILTRATION POND COULTER BLVDHWY NO. 5 BUILDING A BUILDING B 1 A2 2 A2 3 A2 CONCRETE APRON SLOPE SLAB TO DRAIN AWAY 06 6000 TRTD 2 x 10 WOOD BUMPERS (3 SIDES) 05 5000 6" GATE POSTS CONC FILLED 03 4713 8" THK SOLID PRECAST PANELS. PAINT BOTH SIDES HOLE DRILLED INTO PAVING FOR CANE BOLT RECEIVER CONTROL JT 22' - 0"10' - 0"3' - 0"A2 7 A2 8 A2 6 05 5000 PAINTED MTL DECK SWING GATES. 100% OPACITY 05 5000 PAINTED 6" STL POST & GATE HINGE 6' - 4"8"4' - 0" 7' - 0" 07 5200 PREFINISHED METAL COPING 03 4713 SOLID PRECAST PANELS. PAINT BOTH SIDES 4' - 0" 7' - 0" 07 6200 PREFINISHED MTL COPING 05 5000 6" GATE POST. CONC FILLED. PAINTED03 4713 SOLID PRECAST PANELS. PAINT BOTH SIDES 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 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:35:56 PMA222.068 SITE SECTIONS 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE: 1" = 60'-0" A2 1 BLDG A EAST WEST SITE SECTION SCALE:1" = 60'-0"A2 2 BLDG B EAST WEST SITE SECTION SCALE:1" = 60'-0"A2 3 BLDG A & B NORTH SOUTH SITE SECTION 0'30'60' 120' 0'30'60' 120' 0'30'60' 120' SCALE:1 : 2000A2 4 SECTION KEY SCALE:1/4" = 1'-0"A2 5 TRASH ENCLOSURE PLAN SCALE:1/4" = 1'-0"A2 6 TRASH ENCLOSURE FRONT ELEVATION SCALE:1/4" = 1'-0"A2 7 TRASH ENCLOSURE REAR ELEVATION SCALE:1/4" = 1'-0"A2 8 TRAHS ENCLOSURE SIDE ELEVATION ZONING REVIEW 06/16/2023 375 14 8 16 14 12 12 19 17 16 18 12 12 21192020 1212 15 16 16 16 16 15 16 15 15 14 D rainage and Utility Easem ent per M cG LYNN PARKD ra in a ge a n d U tility E a s e m e n t p e r M c G L Y N N P AR K xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx SIGN S-2.1 SIGN S-2.2 SIGN S1.1 SIGN S-2.4SIGN S-2.4 BUILDING 'A' 229,688 SF PROPOSED BUILDING 'B' 164,559 SF COULTER BOULEVARD AUDUBON ROADMcGLYNN ROAD SIGN S3.1SIGN S3.1 SIGN S3.1 SIGN S3.2SIGN S3.2 SIGN S3.2 SIGN S3.2 SIGN S-2.3 EXPOSED AGGREGATE LIGHT 6" REVEAL PRECAST SANDBLAST FINISH - DARK PREFINISHED MTL COPING SIGN8' - 0"4' - 0" SIGN 10' - 0" 1700 5' - 0"SIGN2' - 0"SIGN 2' - 0" TRUCK DOCK SIGN S-2.1 1650 5' - 0"SIGN2' - 0"SIGN 2' - 0" TRUCK DOCK SIGN S-2.2 1650 5' - 0"SIGN2' - 0"SIGN 2' - 0" VISITORS & EMPLOYEES 1700 5' - 0"SIGN2' - 0"SIGN 2' - 0" VISITORS & EMPLOYEES SIGN S-2.3 SIGN S-2.4 5' - 6' DIAMETER LOGO NON-ILLUMINATED INDIVIDUAL DIMENSIONAL LETTERS WITH OR WITHOUT LOGO 24" HIGH NON-ILLUMINATED 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 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:02 PMA322.068 SIGNAGE PLAN 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE:1" = 60'-0"A3 1 SIGNAGE SITE PLAN SCALE: 1/4" = 1'-0" A3 2 GROUND LOW PROFILE BUSINESS SIGN, TYPE S-1.1 METAL PANEL SIGN FACE W/ PRECAST CONC FRAME DBL SIDED ILLUMINATED BY GROUND LIGHTS SCALE:1/4" = 1'-0"A3 3 DIRECTIONAL SIGNS, TYPE S-2 POST + PANEL STYLE, SINGLE-SIDED TEXT, NON-ILLUMINATED GROUND LOW PROFILE BUSINESS SIGN ALONG HIGHWAY IN ACCORDANCE WITH CODE SEC 20-1304: MAXIMUM 8' SIGN HEIGHT MAXIMUM 80 SQ FT SIGN MINIMUM 10' FROM PROPERTY LINES SCALE: 1/4" = 1'-0" A3 4 FEDERAL PACKAGE LOGO SIGN, TYPE S-3.1 SCALE: 1/4" = 1'-0" A3 5 TENANT SIGN, TYPE S3.2 0'30'60' 120' N ZONING REVIEW 06/16/2023 376 T W E 14 21192020 < << < < < < < < < < < < < < << << < < < < < << << < < < < < < < < < < < < < << <<<<<<<<< << <<<<<<< <<< l lllllllllllllllllllllllllllllllllllllllll lllllllllllllll<< <<<< << << << << << << << << << << << << << << << << << <<<<<< <<<<<<<< <<<< << <<<<<< <<<< << <<<< <<<<<< <<<< A5 2 A5 3 A5 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F 52' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 51' - 6" 52' - 6"61' - 0" 50' - 0" 50' - 0" 50' - 0" 51' - 0"262' - 0"16 17 18 51' - 6" 51' - 6" 52' - 6"ROOF EXPANSION JOINTROOF EXPANSION JOINTEW SAN CW STORM SAN CW STORM SANCW STORMSANSAN STORM STORMSTORMSANCWBUILDING A 229,688 SF 877' - 6" RDL RDL RDL RDLRDLRDLRDLRDL RDL RDL RDL RDL RDL RDL RDL RDL ORDORDORDORDORDORDORDORD ORD ORD ORD ORD ORD ORD ORD ORD20' - 0"5' - 0"BAY 101 BAY 102 BAY 103 BAY 104 BAY 105 BAY 106 BAY 107 BAY 108 BAY 109 BAY 110 BAY 111 BAY 112 BAY 113 BAY 114 BAY 115 BAY 116 BAY 117 COLD WATER LINE MIN 15' AWAY FROM HVAC STOOP STOOP STOOP STOOP A5 1 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 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:03 PMA422.068 FLOOR PLAN BUILDING A 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE:1/32" = 1'-0"A4 1 FLOOR PLAN BLDG A 0'16'32' 64' N ZONING REVIEW 06/16/2023 377 T/PRECAST 140' -0" FLOOR 1 100' -0" 123456789101112131415161718 1 2 34 5 56 789 9101011 22 T/PRECAST 140' -0" FLOOR 1 100' -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 121314151617 18 19204116 FIRE DEPARTMENT LOCK BOX T/PRECAST 140' -0" FLOOR 1 100' -0" ABCDEF21 SEE 1/A5.1 FOR TYPICAL MATERIAL NOTES 22 4 7 22 125 T/HIGH PRECAST 142' -0" SIGN TYPE S-3.1 TENANT LOGO SIGN SIGN TYPE S-3.1 TENANT LOGO SIGN, BOTHSIDES OF PRECAST FIN T/PRECAST 140' -0" FLOOR 1 100' -0" A B C D E F MEZZANINE 115' -0" SEE 1/A5.1 AND 3/A5.1 FOR TYPICAL MATERIAL NOTEST/HIGH PRECAST 142' -0" SIGN TYPE S-3.1 TENANT LOGO SIGN, BOTHSIDES OF PRECAST FIN 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 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:19 PMA522.068 EXTERIROR ELEVATIONS BLDG A 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE:1/32" = 1'-0"A5 1 BLDG A NORTH ELEVATION SCALE:1/32" = 1'-0"A5 2 BLDG A SOUTH ELEVATION SCALE: 1/16" = 1'-0" A5 3 BLDG A EAST ELEVATION SCALE:1/16" = 1'-0"A5 4 BLDG A WEST ELEVATION 0'8'16' 32' 0'8'16' 32' 0'16'32' 64' 0'16'32' 64' Area @ 12' Glass @ 12' Glass % Glass Abv 12' Total Glass Total Glass % 10,434 3,820 36.6 3,720 7,540 72.3 Area @ 12' Glass @ 12' Glass % Glass Abv 12' Total Glass Total Glass % 3,096 653 21.1 1,043 1,696 54.8 Area @ 12' Glass @ 12' Glass % Glass Abv 12' Total Glass Total Glass % 3,096 544 17.6 1,043 1,587 51.3 ZONING REVIEW 06/16/2023 378 14 15 15 16 15 15 14 l lllllllllllllllllllllllllllllllllllllllllllllll<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A B C D E F 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 750' - 0"40' - 0" 40' - 0" 40' - 0" 40' - 0" 60' - 0"220' - 0"FWT FD FWT FD ROOF EXPANSION JOINTWE 15' - 0"SAN STORM SAN STORM SAN STORM CW CWSAN STORM CW STORMCWSTORMSANSANBUILDING B 164,559 SF RDLRDLRDLRDLRDLRDLRDL ORDORDORDORDORDORDORD ORD RDL ORD RDL ORD RDL ORD RDL ORD RDL ORD RDL ORD RDL STOOP BAY 101 BAY 102 BAY 103 BAY 104 BAY 105 BAY 106 BAY 107 BAY 108 BAY 109 BAY 110 BAY 111 BAY 112 BAY 113 BAY 114 BAY 115 STOOP STOOP STOOP STOOPA7 4 A7 1 A7 3 A7 2 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 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:20 PMA622.068 FLOOR PLAN BUILDING B 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE:1/32" = 1'-0"A6 1 FLOOR PLAN BLDG B 0'16'32' 64' N ZONING REVIEW 06/16/2023 379 T/PRECAST 140' -0" FLOOR 1 100' -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 22 3 456 789 910 11 4 10 22 221 7 7 11 T/HIGH PRECAST 142' -0" SIGN TYPE S-3.2 TENANT SIGNAGE T/PRECAST 140' -0" FLOOR 1 100' -0" 12345678910111213141516 6 1213141516 18 192011 13 1212 T/HIGH PRECAST 142' -0" T/PRECAST 140' -0" FLOOR 1 100' -0" ABCDEF21 SEE 1/A5.2 FOR TYPICAL MATERIAL NOTES 222 7 2019 18 6T/HIGH PRECAST 142' -0" SIGN TYPE S-3.2 TENANT SIGNAGE T/PRECAST 140' -0" FLOOR 1 100' -0" A B C D E F SEE 1/A5.2 AND 3/A5.2 FOR TYPICAL MATERIAL NOTES 7 2019186T/HIGH PRECAST 142' -0" SIGN TYPE S-3.2 TENANT SIGNAGE 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 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:36 PMA722.068 EXTERIOR ELEVATIONS BLDG B 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN SCALE:1/32" = 1'-0"A7 1 BLDG B SOUTH ELEVATION SCALE:1/32" = 1'-0"A7 2 BLDG B NORTH ELEVATION SCALE:1/16" = 1'-0"A7 3 BLDG B EAST ELEVATION SCALE: 1/16" = 1'-0" A7 4 BLDG B WEST ELEVATION 0'8'16' 32' 0'8'16' 32' 0'16'32' 64' 0'16'32' 64' Area @ 12' Glass @ 12' Glass % Glass Abv 12' Total Glass Total Glass % 2,676 447 16.7% 901 1,348 50.3% Area @ 12' Glass @ 12' Glass % Glass Abv 12' Total Glass Total Glass % 2,676 447 16.7% 901 1,348 50.3% Area @ 12' Glass @ 12' Glass % Glass Abv 12' Total Glass Total Glass % 9,026 3,167 35.1% 2,818 5,985 66.3% ZONING REVIEW 06/16/2023 380 PRECAST - EXPOSED AGGREGATE - LIGHT PRECAST - EXPOSED AGGREGATE - DARK GRAY LOW-E REFLECTIVE GLASS METALIC COPPER PREFINISHED METAL PANEL CLEAR ANODIZED ALUMINUM MATERIALS 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 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:37 PMA822.068 RENDERINGS 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN VIEW 1 - BUILDING A NORTHEAST CORNER ENTRY VIEW 2 - BUILDING A FROM WESTBOUND HIGHWAY 5 - WITH TREES VIEW 2 - BUILDING A FROM WESTBOUND HIGHWAY 5 - NO TREES ZONING REVIEW 06/16/2023 381 PRECAST - EXPOSED AGGREGATE - LIGHT PRECAST - EXPOSED AGGREGATE - DARK GRAY LOW-E REFLECTIVE GLASS METALIC COPPER PREFINISHED METAL PANEL CLEAR ANODIZED ALUMINUM MATERIALS 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 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:38 PMA922.068 RENDERINGS 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN VIEW 3 - BUILDING B SOUTHEAST CORNER ENTRY VIEW 4 - BUILDING B FROM WESTBOUND COULTER BLVD - WITH TREES VIEW 4 - BUILDING B FROM WESTBOUND COULTER BLVD - WITHOUT TREES ZONING REVIEW 06/16/2023 382 PRECAST - EXPOSED AGGREGATE - LIGHT PRECAST - EXPOSED AGGREGATE - DARK GRAY LOW-E REFLECTIVE GLASS METALIC COPPER PREFINISHED METAL PANEL CLEAR ANODIZED ALUMINUM MATERIALS 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 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION6/15/2023 6:36:38 PMA1022.068 RENERINGS 06/15/2023 16362 EAF Audubon Business Park 1650 McGlynn Road 1700 Coulter Blvd Chanhassen, MN VIEW 5 - VIEW LOOKING WEST ALONG McGLYNN ROAD ZONING REVIEW 06/16/2023 383 14816141212191716181212WET21TWE192020121215161616161516151514MATCHLINE L2.0MATCHLINE L2.1MATCHLINE L2.3MATCHLINE L2.2312' BUFFER 1118' BUFFER 3235' BUFFER 7545' BUFFER 12506' BUFFER 13187' BUFFER 4WETLAND 2 BUFFERWETLAND 1 BUFFERWETLAND-BASIN4BUFFER 12: TYPE B [INDUST]LENGTH: 545 FT / WIDTH 15'/ MULTIPLIER 1.012 CANOPY TREES/25 UNDERSTORY TREES/38 SHRUBSMATCHLINE L2.1MATCHLINE L2.2BUFFER 7: TYPE C[ROAD]LENGTH: 235 FT / WIDTH25'/ MULTIPLIER 0.86 CANOPY TREES/ 11UNDERSTORY TREES/ 17SHRUBSBUFFER 8: TYPE C [ROAD]LENGTH: 188 FT / WIDTH25'/ MULTIPLIER .85 CANOPY TREES/9 UNDERSTORY TREES/14 SHRUBSBUFFER 10: TYPE C [ROAD]LENGTH: 434 FT / WIDTH 25'/MULTIPLIER .810 CANOPY TREES/21 UNDERSTORY TREES/31 SHRUBS100% SCREEN REQ. 5' HT.BUFFER 9: TYPE C [ROAD]LENGTH: 400 FT / WIDTH25'/ MULTIPLIER .810 CANOPY TREES/19 UNDERSTORY TREES/29 SHRUBS100% SCREEN REQ. 5' HTBUFFER 11: TYPE C [ROAD]LENGTH: 193 FT / WIDTH25'/ MULTIPLIER .85 CANOPY TREES/9 UNDERSTORY TREES/14 SHRUBSBUFFER 3: TYPE C [ROAD]LENGTH: 118 FT / WIDTH25'/ MULTIPLIER .83 CANOPY TREES/6 UNDERSTORY TREES/8 SHRUBSBUFFER 4: TYPE C[ROAD]LENGTH:187FT / WIDTH25'/ MULTIPLIER 0.84 CANOPY TREES/8 UNDERSTORY TREES/12 SHRUBSMATCHLINE L2.0MATCHLINE L2.3BUFFER 13: TYPE B [INDUST]LENGTH: 333 FT / WIDTH 15'/ MULTIPLIER 1.010 CANOPY TREES/20 UNDERSTORY TREES/30 SHRUBSBUFFER 2: TYPE C [ROAD]LENGTH: 243 FT / WIDTH 20'/ MULTIPLIER 1.07 CANOPY TREES/ 15 UNDERSTORY TREES/ 22 SHRUBSBUFFER 6: TYPE B [INDUST]LENGTH: 214 FT / WIDTH 25'/ MULTIPLIER 0.64 CANOPY TREES/8 UNDERSTORY TREES/12 SHRUBSBUFFER 1: TYPE C [ROAD]LENGTH: 312 FT / WIDTH 20'/ MULTIPLIER 1.09 CANOPY TREES/ 19 UNDERSTORY TREES/ 28 SHRUBS188' BUFFER 8193' BUFFER 11STATE HWY 5 [ARBORETUM ROAD]STATE HWY 5 [ARBORETUM ROAD]AUDUBON ROADAUDUBON ROAD233' BUFFER 2BUFFER 5: TYPE B[INDUST]LENGTH: 275 FT / WIDTH25'/ MULTIPLIER 0.65 CANOPY TREES/10 UNDERSTORY TREES/15 SHRUBS214' BUFFER 6275' BUFFER 5400' BUFFER 9434' BUFFER 10COULTER BOULEVARDCOULTER BOULEVARDNOTES:1.HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYPICAL).2.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.3.SHRUBS TO SIT ON SUBGRADE.4.APPLY PELLET WEED PREVENTER PRIOR TO MULCHING.PER PLANTOPSOIL PER SPECIFICATIONMULCH 4" DEPTH, REFER TOSPECIFICATIONGROUNDCOVER PER PLANTOPSOILAPPROVED SUBGRADESLIT ORGANIC CONTAINER OR REMOVEINORGANIC CONT.NOTES:1.IT IS THE CONTRACTORS OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FORMAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD.2.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.3.DO NOT PLANT TOO DEEP: EXPOSE TOP OF ROOT FLARE AND PULL MULCH AWAY FROM TRUNK.16" POLYPROPYLENE ORPOLYETHYLENE (40 MIL, 1-1/2" WIDESTRAP) (TYPICAL)DOUBLE STRAND 14 GA. WIRE, 2SPACED EQUALLY AT OPPOSITE SIDESMULCH (4" DEEP) REFER TOSPECIFICATION)TOPSOIL PER SPECIFICATIONSODTOPSOILROOTBALL TO SIT ON SUBGRADE, CUT ALLROPES AND REMOVE NON-ORGANICCONTAINERSSUBGRADEFOOTFLARE SHALL BE EXPOSED AND SETAT GRADE12" MIN18" MIN6'-0"STEEL STAKE4'-0" +/-2' MIN.NOTES:1.CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. NO MULCH TO BE INCONTACT WITH TRUNK.2.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.3.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED.4.IT IS THE CONTRACTORS OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FORMAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD.5.DO NOT PLANT TOO DEEP: EXPOSE TOP OF ROOT FLARE AND PULL MULCH AWAY FROM TRUNK.VARIES2' MIN.18" MIN6'-0" STEEL STAKEDOUBLE STRAND 14 GA. WIRE, 3'0" @120' INTERVALS (TYPICAL)16" POLYPROPYLENE ORPOLYETHYLENE (40 MIL, 1-1/2" WIDESTRAP) (TYPICAL)FLAGGING (ONE PER WIRE)MULCH (4" DEEP) REFER TOSPECIFICATIONTOPSOIL, PER SPECIFICATIONWOOD OR STEEL STAKE SET AT ANGLELAWNROOTBALL TO SIT ON SUBGRADE, CUTALL ROPES AND REMOVE INORGANICCONTAINERSSUBGRADELAWNBED MEDIA ORAGGREGATE4" MILL FINISHALUMINUM EDGING12" STAKES LOCKEDINTO EDGINGCITY REQ. / KEYPLAN / CALCS. /DETAILSSITE AREA=1,234,490 S.F.EXISTING TOTAL CANOPY COVERAGE=356,450 S.F.WETLAND WITHIN TREE CANOPY=18,230 S.F.EXISTING CANOPY COVERAGE=338,220 S.F. (27%)MIN. CANOPY COVERAGE REQ.=172,830 S.F. (14%) PER CITY CODEPROPOSED CANOPY TO REMAIN= 27,225 S.F.CANOPY PROV. PER PROPOSED TREES=368,082 S.F.(338 TREES @ 1,089 S.F. PER TREE)TOTAL PROPOSED CANOPY=395,307 S.F. (32%)nscale: 1"=100'city landscape requirements and key map1NODATEISSUE / REVISIONDRAWN BY:CHECKED BY:L1.0THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETS.PROJECT NUMBER: 23007COPYRIGHT 2023 BY AF LLC. ALL RIGHTS RESERVED.DATE:REG. NO.:SIGNATURE:TYPED OR PRINTED NAME:I HEREBY CERTIFY that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Landscape Architectunder the laws of the State of Minnesota.clientprojectcertificationissue / revisionsheet titleRHEDER ASSOCIATES3440 Ferderal Drive, Suite 110Eagan, MN 55122755 prior avenue n suite 103, st. paul, mn 55104651.341.3611 or 651.248.6155aune fernandezlandscape architectsAUDUBON BUSINESSPARKChannhassen, MN104/14/2023CITY REVIEW204/25/2023CITY REVIEW306/14/2023CITY REVIEWone hundred0'50'100'200'proposed building Aproposed building Bscale: ntsconiferous tree2scale: ntsdeciduous tree3scale: ntsalumin. edge4scale: ntsshrub56+((7 /2.06+((7 /2.16+((7 /2.06+((7 /2.1tree canopy calculations384 TREESCODEQTYBOTANICAL / COMMON NAMECONTAJ18Acer rubrum ` JFS-KW78` / Armstrong Gold Columnar Maple2 1/2" BBAA5Acer x freemanii `Jeffsred` / Autumn Blaze Maple2 1/2" BBH 50` W40`AX6Acer x freemanii `Sienna` / Sienna Glen Maple2 1/2" BBAA27Aesculus x arnoldiana 'Autumn Splendor' / Autumn Splendor Arnold Buckeye2 1/2" BBAX218Amelanchier x grandiflora `Autumn Brilliance` / `Autumn Brilliance` Serviceberry4` CLUMPHT 15` w 12`BR11Betula nigra / River Birch7` ClumpHT 40` W 30`CA24Carpinus caroliniana / American Hornbeam2 1/2" BBCO213Celtis occidentalis / Common Hackberry2 1/2" BBCP8Celtis occidentalis 'JFS-KSU1' / Prairie Sentinel® Hackberry2" BBGI15Gleditsia triacanthos inermis 'Impcole' / Imperial® Honey Locust2 1/2" BBGD9Gymnocladus dioica `Espresso` / Kentucky Coffeetree2 1/2" BBLL10Larix laricina / Tamarack6` BBMH10Malus x `Harvest Gold` / Crab Apple2" BBHT 20` W 15`MS39Malus x `Pink Spires` / Pink Spires Crab Apple2" BBPA310Picea abies / Norway Spruce6` BBPG18Picea glauca `Densata` / Black Hills Spruce6` BBHT 30` W 20`PN222Pinus nigra / Austrian Pine6` BBPS25Pinus strobus / White Pine6` BBPS10Pinus sylvestris / Scotch Pine6` BBPN18Prunus sargentii 'JFS-KW58' / Pink Flair® Sargent Cherry2" BBQU214Quercus bicolor / Swamp White Oak2 1/2" BBQN12Quercus x warei 'Nadler' / Kindred Spirit® Oak2 1/2" BBSR14Syringa reticulata / Japanese Tree Lilac2" BBTB15Tilia americana 'Boulevard' / Boulevard American Linden2 1/2" BBUO10Ulmus americana 'Lewis & Clark' / Prairie Expedition® American Elm2 1/2" BBUP18Ulmus parvifolia `Frontier` / Frontier Elm2 1/2" BBVL29Viburnum lentago / Nannyberry2" BBPLANT SCHEDULE 30 SCALESHRUBSCODEQTYBOTANICAL / COMMON NAMESIZEAM41Aronia melanocarpa elata / Glossy Black Chokeberry#5 Cont.CB230Cornus alba 'Bud's Yellow' / Bud's Yellow Tatarian Dogwood#5 Cont.CR145Cornus sericea / Red Twig Dogwood#5 Cont.CA12Corylus americana / American Hazelnut#10 Cont.HJ32Hydrangea paniculata 'Jane' / Little Lime® Panicle Hydrangea#10 Cont.JB55Juniperus chinensis 'Blue Point' / Blue Point Juniper6` BBJA39Juniperus sabina `Arcadia` / Arcadia Juniper#5 Cont.RG39Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac#5 Cont.SB82Spiraea x bumalda `Anthony Waterer` / Anthony Waterer Spiraea#5 Cont.SM23Syringa meyeri `Palibin` / Dwarf Korean Lilac#7 Cont.TT35Taxus x media `Tauntonii` / Tauton Yew#5 Cont.VB5Viburnum trilobum `Bailey Compact` / Bailey`s Compact American Cranberry Bush#10 Cont.GROUND COVERSCODEQTYBOTANICAL / COMMON NAMECONTSPACINGSEED 2164,155 sfMN-DOT 32-261 Seed Mix Stormwater South and West / HYDROSEEDhydroseedSEED 196,064 sfMNDOT Mix 35-641 Mesic Prairie / HYDROSEEDhydroseedPOA PRA139,616 sfPoa pratensis / Kentucky BluegrasssodNODATEISSUE / REVISIONDRAWN BY:CHECKED BY:L1.1THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETS.PROJECT NUMBER: 23007COPYRIGHT 2023 BY AF LLC. ALL RIGHTS RESERVED.DATE:REG. NO.:SIGNATURE:TYPED OR PRINTED NAME:I HEREBY CERTIFY that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Landscape Architectunder the laws of the State of Minnesota.clientprojectcertificationissue / revisionsheet titleRHEDER ASSOCIATES3440 Ferderal Drive, Suite 110Eagan, MN 55122755 prior avenue n suite 103, st. paul, mn 55104651.341.3611 or 651.248.6155aune fernandezlandscape architectsAUDUBON BUSINESSPARKChannhassen, MN104/14/2023CITY REVIEW204/25/2023CITY REVIEW306/14/2023CITY REVIEWPLANT SCHEDULE,PLANTING NOTESplanting scheduleplanting notes1.CONFIRM ALL QUANTITIES, SHAPES AND LOCATIONS OF BEDS, AND ADJUST AS REQUIRED TO CONFORM TO THE SITECONDITIONS. CONFIRM ANY ADJUSTMENTS WITH THE LANDSCAPE ARCHITECT.2.LOCATE ALL UTILITIES. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH NEW CONSTRUCTION.3.ALL PLANTING BEDS SHALL RECEIVE 6" MIN. OF PLANTING SOIL. REFER TO SOIL NOTES FOR PLANTING SOIL MIXREQUIREMENTS.4.ALL SOD AREAS SHALL RECEIVE 6" OF TOP SOIL. REFER TO SOIL NOTES FOR TOP SOIL MIX REQUIREMENTS.5.ALL PLANTING AREAS SHALL RECEIVE HARDWOOD SHREDDED MULCH APPLIED TO 4" DEPTH WITH PELLET WEEDPREVENTER UNDER ALL MULCH BEDS UNLESS INDICATED AS OTHER MULCH ON PLANS.6.THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL SOD/TURF WHICH HAS BEEN REMOVED FOR NEW PLANT BEDS.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION.PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED.7.THE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEDULE IF DISCREPANCIES EXIST. ADVISE LANDSCAPE ARCHITECTOF ANY DISCREPANCIES.8.THE CONTRACTOR SHALL AVOID DAMAGING EXISTING TREES. DO NOT STORE OR DRIVE HEAVY MATERIALS OVERTREE ROOTS. DO NOT DAMAGE TREE BARK OR BRANCHES.9.THE CONTRACTOR SHALL KEEP PAVEMENTS, FIXTURES AND BUILDINGS CLEAN AND UNSTAINED. ANY DAMAGE TOEXISTING FACILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE PROJECT SITE SHALL BE KEPT CLEAR OFCONSTRUCTION WASTES AND DEBRIS.10.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING SOIL QUANTITIES TO COMPLETE THE WORKSHOWN ON THE PLAN. MULCH, PLANTING SOIL AND OTHER MISCELLANEOUS PLANTING COMPONENTS SHALLBE CONSIDERED INCIDENTAL TO THE RELATED PLAN. VERIFY ALL QUANTITIES.11.CONTRACTOR IS RESPONSIBLE FOR WATERING AND ALL PLANT CARE UNTIL FINAL ACCEPTANCE BY THE OWNER.12.PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF PLANTINGS IS COMPLETE,INSPECTION HAS BEEN MADE AND PLANTING IS ACCEPTED EXCLUSIVE OF THE GUARANTEE13.MAINTENANCE SHALL INCLUDE WATERING, WEEDING, MULCHING, REMOVAL OF DEAD MATERIAL PRIOR TOGROWING SEASON, RE-SETTING PLANTS AND PROPER GRADE, AND KEEPING PLANTS IN A PLUMB POSITION. AFTERACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALLCONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD.14.WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK ANDSOD EVERY OTHER DAY UNTIL ACCEPTANCE BY THE OWNER. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTENAS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TOWATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER.385 AJ2 1/2" BB5UP2 1/2" BB1TT#5 Cont.7UP2 1/2" BB1RG#5 Cont.4QU22 1/2" BB1QU22 1/2" BB2BR7` Clump3CR#5 Cont.12BR7` Clump3LL6` BB1LL6` BB3AX24` CLUMP3SR2" BB2QU22 1/2" BB1QU22 1/2" BB3TT#5 Cont.6HJ#10 Cont.4VB#10 Cont.1TT#5 Cont.7RG#5 Cont.8CR#5 Cont.16CR#5 Cont.8CR#5 Cont.11CR#5 Cont.11HJ#10 Cont.3CR#5 Cont.8BR7` Clump2BR7` Clump3TB2 1/2" BB1GI2 1/2" BB1CA22 1/2" BB1AX2 1/2" BB1QN2 1/2" BB5GD2 1/2" BB1GI2 1/2" BB2VL2" BB2AX24` CLUMP2VL2" BB3CP2" BB1CP2" BB3VL2" BB3AX24` CLUMP2AX24` CLUMP3VL2" BB1UO2 1/2" BB3UP2 1/2" BB1UP2 1/2" BB1HJ#10 Cont.4SM#7 Cont.4SB#5 Cont.4SB#5 Cont.8PN2" BB2PN2" BB2VL2" BB3PN2" BB1PN2" BB1PN2" BB1PN2" BB1))E 9775Drainage and Utility Easement per McGLYNN PARK352326E'%8,/',1* $ 19171618192020MATCHLINE L2.0MATCHLINE L2.1MATCHLINE L2.0MATCHLINE L2.3STATE HWY 5 [ARBORETUM ROAD]2'0" WIDE ROCK MAINTENANCE STRIP.12" ROCK INSTALLED TO A 4" DEPTH ONNON-WOVEN LANDSCAPE FABRIC (TYP)(SHOWN AS DIAGONAL HATCH5L1.04L1.0ALUMINUM EDGE, TYP.SHRUB, TYP.2L1.0DECIDUOUS TREE, TYP.1L1.0CONIFEROUS TREE, TYP.4L1.0ALUMINUM EDGE, TYP.ROCK MULCHON TOP OF WALLWETLAND2'-0" WIDE ROCK MAINTENANCE STRIP.1 12" ROCK INSTALLED TO A 4" DEPTH ONNON-WOVEN LANDSCAPE FABRIC (TYP)(SHOWN AS DIAGONAL HATCH)key notessoils notesNODATEISSUE / REVISIONDRAWN BY:CHECKED BY:L2.0THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETS.PROJECT NUMBER: 23007COPYRIGHT 2023 BY AF LLC. ALL RIGHTS RESERVED.DATE:REG. NO.:SIGNATURE:TYPED OR PRINTED NAME:I HEREBY CERTIFY that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Landscape Architectunder the laws of the State of Minnesota.clientprojectcertificationissue / revisionsheet titleRHEDER ASSOCIATES3440 Ferderal Drive, Suite 110Eagan, MN 55122755 prior avenue n suite 103, st. paul, mn 55104651.341.3611 or 651.248.6155aune fernandezlandscape architectsAUDUBON BUSINESSPARKChannhassen, MN104/14/2023CITY REVIEW204/25/2023CITY REVIEW306/14/2023CITY REVIEWPLANTING PLAN0'15'30'60'nBBBBABAABAA111111ALL PLANTING BEDS SHALL RECEIVE 6" PULVERIZED LOAM TOPSOIL BORROW MN DOT SPEC. 3877-2B ENHANCEWITH AGED AND SCREEN COMPOSTALL SODDED(LAWN) AREA SHALL RECEIVE 6" MIN. COMMON TOPSOIL BORROW MN DOT SPEC. 3877-1A1ABIRRIGATION: PROVIDE IRRIGATION FOR SOD AND PLANTING AREAS WITHIN THE PROJECT BOUNDARIES FOR 100% COVERAGE. REFER TO DESIGN BUILD IRRIGATION SPECIFICATION. PROVIDE SHOP DRAWING FOR IRRIGATIONSYSTEM INCLUDING HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTER LOCATIONS, POINT OFCONNECTION, SLEEVES, CONTROLLER, VALVE BOX LOCATIONS, ZONE INDICATIONS AND PIPE SIZING. PROVIDEON-SITE OPERATION TUTORIAL FOR OWNER AN INCLUDE ALL MANUALS AND INFORMATION ON THE SYSTEM11111111386 UP2 1/2" BB3CR#5 Cont.11CR#5 Cont.8AA2 1/2" BB1UP2 1/2" BB2LL6` BB6MS32" BB5SM#7 Cont.1SB#5 Cont.4CR#5 Cont.11AM#5 Cont.6AM#5 Cont.6HJ#10 Cont.14AJ2 1/2" BB5JA#5 Cont.6SB#5 Cont.18VB#10 Cont.3SM#7 Cont.4TT#5 Cont.8HJ#10 Cont.4TB2 1/2" BB1GI2 1/2" BB2GI2 1/2" BB2GI2 1/2" BB2GI2 1/2" BB2GD4QN2 1/2" BB2QN2 1/2" BB1MH2" BB2SR2" BB4MH2" BB2CO22 1/2" BB1CO22 1/2" BB1UO2 1/2" BB2UO2 1/2" BB3CA22 1/2" BB3AA2 1/2" BB2AA2 1/2" BB2AX24` CLUMP3VL2" BB5CP2" BB1TT#5 Cont.7HJ#10 Cont.3PA36` BB7PN2" BB4PN2" BB1TB2 1/2" BB1))E 977514121212352326E'%8,/',1* $ 21TWE1212MATCHLINE L2.0MATCHLINE L2.1MATCHLINE L2.1MATCHLINE L2.2STATE HWY 5 [ARBORETUM ROAD]AUDUBON ROAD2L1.0DECIDUOUS TREE, TYP.4L1.0ALUMINUM EDGE, TYP.4L1.0ALUMINUM EDGE, TYP.5L1.0SHRUB, TYP.1L1.0CONIFEROUSTREE, TYP.2'-0" WIDE ROCK MAINTENANCE STRIP.1 12" ROCK INSTALLED TO A 4" DEPTH ONNON-WOVEN LANDSCAPE FABRIC (TYP)(SHOWN AS DIAGONAL HATCH)2'-0" WIDE ROCK MAINTENANCE STRIP.1 12" ROCK INSTALLED TO A 4" DEPTH ONNON-WOVEN LANDSCAPE FABRIC (TYP)(SHOWN AS DIAGONAL HATCH)NODATEISSUE / REVISIONDRAWN BY:CHECKED BY:L2.1THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETS.PROJECT NUMBER: 23007COPYRIGHT 2023 BY AF LLC. ALL RIGHTS RESERVED.DATE:REG. NO.:SIGNATURE:TYPED OR PRINTED NAME:I HEREBY CERTIFY that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Landscape Architectunder the laws of the State of Minnesota.clientprojectcertificationissue / revisionsheet titleRHEDER ASSOCIATES3440 Ferderal Drive, Suite 110Eagan, MN 55122755 prior avenue n suite 103, st. paul, mn 55104651.341.3611 or 651.248.6155aune fernandezlandscape architectsAUDUBON BUSINESSPARKChannhassen, MN104/14/2023CITY REVIEW204/25/2023CITY REVIEW306/14/2023CITY REVIEWPLANTING PLAN0'15'30'60'nBBABAABBBBABB111111key notesALL PLANTING BEDS SHALL RECEIVE 6" PULVERIZED LOAM TOPSOIL BORROW MN DOT SPEC. 3877-2B ENHANCEWITH AGED AND SCREEN COMPOSTALL SODDED(LAWN) AREA SHALL RECEIVE 6" MIN. COMMON TOPSOIL BORROW MN DOT SPEC. 3877-1AABsoils notesIRRIGATION: PROVIDE IRRIGATION FOR SOD AND PLANTING AREAS WITHIN THE PROJECT BOUNDARIES FOR100 % COVERAGE. REFER TO DESIGN BUILD IRRIGATION SPECIFICATION. PROVIDE SHOP DRAWING FORIRRIGATION SYSTEM INCLUDING HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTER LOCATIONS, POINT OFCONNECTION, SLEEVES, CONTROLLER, VALVE BOX LOCATIONS, ZONE INDICATIONS AND PIPE SIZING.PROVIDE ON-SITE OPERATION TUTORIAL FOR OWNER AN INCLUDE ALL MANUALS AND INFORMATION ON THESYSTEM1111111111WETLAND111111387 UP2 1/2" BB3SM#7 Cont.1SB#5 Cont.4JA#5 Cont.3AJ2 1/2" BB4SM#7 Cont.2CR#5 Cont.19AX2 1/2" BB3CO22 1/2" BB1AM#5 Cont.15CO22 1/2" BB1AX2 1/2" BB1SB#5 Cont.4SM#7 Cont.1JA#5 Cont.3CA#10 Cont.12CB2#5 Cont.5SB#5 Cont.10JA#5 Cont.6RG#5 Cont.19SB#5 Cont.10SM#7 Cont.7JA#5 Cont.4CO22 1/2" BB1UO2 1/2" BB2PN26` BB3CB2#5 Cont.25PS6` BB5TB2 1/2" BB3TB2 1/2" BB1TB2 1/2" BB1GI2 1/2" BB1GI2 1/2" BB1JB6` BB8PG6` BB4JB6` BB9PN26` BB7PG6` BB5JB6` BB9PS26` BB5SR2" BB3MH2" BB3MH2" BB3AA22 1/2" BB2GD2 1/2" BB4CP2" BB4PS6` BB5PN26` BB3PN26` BB3CO22 1/2" BB8TB2 1/2" BB1))E 9775Drainage and Utility Easement per McGLYNN PARK352326E'%8,/',1* % 812161616161515MATCHLINE L2.3MATCHLINE L2.2MATCHLINE L2.1MATCHLINE L2.2AUDUBON ROAD4L1.0ALUMINUM EDGE, TYP.4L1.0ALUMINUM EDGE, TYP.2L1.0DECIDUOUS TREE, TYP.5L1.0SHRUB, TYP.EXISTING TREESEXISTING TREESCOULTER BOULEVARD2'-0" WIDE ROCK MAINTENANCE STRIP.1 12" ROCK INSTALLED TO A 4" DEPTH ONNON-WOVEN LANDSCAPE FABRIC (TYP)(SHOWN AS DIAGONAL HATCH)NODATEISSUE / REVISIONDRAWN BY:CHECKED BY:L2.2THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETS.PROJECT NUMBER: 23007COPYRIGHT 2023 BY AF LLC. ALL RIGHTS RESERVED.DATE:REG. NO.:SIGNATURE:TYPED OR PRINTED NAME:I HEREBY CERTIFY that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Landscape Architectunder the laws of the State of Minnesota.clientprojectcertificationissue / revisionsheet titleRHEDER ASSOCIATES3440 Ferderal Drive, Suite 110Eagan, MN 55122755 prior avenue n suite 103, st. paul, mn 55104651.341.3611 or 651.248.6155aune fernandezlandscape architectsAUDUBON BUSINESSPARKChannhassen, MN104/14/2023CITY REVIEW204/25/2023CITY REVIEW306/14/2023CITY REVIEWPLANTING PLANkey notessoils notes0'15'30'60'nAAAAAABBBBBBB11111IRRIGATION: PROVIDE IRRIGATION FOR SOD AND PLANTING AREAS WITHIN THE PROJECT BOUNDARIESFOR 100 % COVERAGE. REFER TO DESIGN BUILD IRRIGATION SPECIFICATION. PROVIDE SHOP DRAWINGFOR IRRIGATION SYSTEM INCLUDING HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTERLOCATIONS, POINT OF CONNECTION, SLEEVES, CONTROLLER, VALVE BOX LOCATIONS, ZONEINDICATIONS AND PIPE SIZING. PROVIDE ON-SITE OPERATION TUTORIAL FOR OWNER AN INCLUDE ALLMANUALS AND INFORMATION ON THE SYSTEMALL PLANTING BEDS SHALL RECEIVE 6" PULVERIZED LOAM TOPSOIL BORROW MN DOT SPEC. 3877-2B ENHANCEWITH AGED AND SCREEN COMPOSTALL SODDED(LAWN) AREA SHALL RECEIVE 6" MIN. COMMON TOPSOIL BORROW MN DOT SPEC. 3877-1AAB111111111111388 PA36` BB3UP2 1/2" BB1RG#5 Cont.8VB#10 Cont.1SB#5 Cont.8JA#5 Cont.8AJ2 1/2" BB4SM#7 Cont.1SB#5 Cont.4JA#5 Cont.3AX2 1/2" BB1UP2 1/2" BB8QU22 1/2" BB2QU22 1/2" BB1AX24` CLUMP2SR2" BB3QU22 1/2" BB2SR2" BB1AX24` CLUMP3AX24` CLUMP3SR2" BB1SM#7 Cont.1SB#5 Cont.4JA#5 Cont.3SM#7 Cont.1JA#5 Cont.3SB#5 Cont.4CR#5 Cont.4CR#5 Cont.6CR#5 Cont.7CR#5 Cont.6CR#5 Cont.8GD2 1/2" BB4TB2 1/2" BB1TB2 1/2" BB1TB2 1/2" BB1GI2 1/2" BB1GI2 1/2" BB1PG6` BB5JB6` BB11PN26` BB3PN26` BB3JB6` BB6JB6` BB12PG6` BB4JB6` BB8PN2" BB5GD2 1/2" BB1GI2 1/2" BB2VL2" BB2VL2" BB3QN2 1/2" BB4VL2" BB3VL2" BB4QU22 1/2" BB2CR#5 Cont.7MS32" BB4AM#5 Cont.14TB2 1/2" BB1TB2 1/2" BB2VL2" BB3AA22 1/2" BB2AA22 1/2" BB3TB2 1/2" BB1))E 9775352326E'%8,/',1* % 1416WET15161514MATCHLINE L2.3MATCHLINE L2.2MATCHLINE L2.0MATCHLINE L2.32'-0" WIDE ROCK MAINTENANCE STRIP.1 12" ROCK INSTALLED TO A 4" DEPTH ONNON-WOVEN LANDSCAPE FABRIC (TYP)(SHOWN AS DIAGONAL HATCH)ALUMINUM EDGE, TYP.4L1.0ALUMINUM EDGE, TYP.2L1.0DECIDUOUS TREE, TYP.4L1.0COULTER BOULEVARDIRRIGATION: PROVIDE IRRIGATION FOR SOD AND PLANTING AREAS WITHIN THE PROJECT BOUNDARIES FOR100 % COVERAGE. REFER TO DESIGN BUILD IRRIGATION SPECIFICATION. PROVIDE SHOP DRAWING FORIRRIGATION SYSTEM INCLUDING HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTER LOCATIONS, POINT OFCONNECTION, SLEEVES, CONTROLLER, VALVE BOX LOCATIONS, ZONE INDICATIONS AND PIPE SIZING.PROVIDE ON-SITE OPERATION TUTORIAL FOR OWNER AN INCLUDE ALL MANUALS AND INFORMATION ON THESYSTEM1key notesALL PLANTING BEDS SHALL RECEIVE 6" PULVERIZED LOAM TOPSOIL BORROW MN DOT SPEC. 3877-2B ENHANCEWITH AGED AND SCREEN COMPOSTALL SODDED(LAWN) AREA SHALL RECEIVE 6" MIN. COMMON TOPSOIL BORROW MN DOT SPEC. 3877-1AABsoils notesNODATEISSUE / REVISIONDRAWN BY:CHECKED BY:L2.3THIS SQUARE APPEARS 1/2" x 1/2"ON FULL SIZE SHEETS.PROJECT NUMBER: 23007COPYRIGHT 2023 BY AF LLC. ALL RIGHTS RESERVED.DATE:REG. NO.:SIGNATURE:TYPED OR PRINTED NAME:I HEREBY CERTIFY that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Landscape Architectunder the laws of the State of Minnesota.clientprojectcertificationissue / revisionsheet titleRHEDER ASSOCIATES3440 Ferderal Drive, Suite 110Eagan, MN 55122755 prior avenue n suite 103, st. paul, mn 55104651.341.3611 or 651.248.6155aune fernandezlandscape architectsAUDUBON BUSINESSPARKChannhassen, MN104/14/2023CITY REVIEW204/25/2023CITY REVIEW306/14/2023CITY REVIEWPLANTING PLAN0'15'30'60'n111111111111111111AAABBBBBBBB11111389 Page 1 of 2Designed By:Date:4/11/2023Scale:DISCLAIMER: Based on the information provided, all dimensions and luminaire locationsshown represent recommended positions. Actual performance of any manufacturer's luminairesmay vary due to changes in electrical voltage, tolerance in LEDs and othervariable 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 andshould not be used as a construction document or as a final documentfor ordering product.Aududon Business ParkLuminaire ScheduleSymbolQtyLabelLum. WattsLLFCalculation SummaryDescriptionLabel8P1189.60.950UnitsOPF-M-A14-840-BLCAvgMaxMinAvg/MinMax/MinParking LotFc2.6812.40.126.80124.00Property LineFc0.030.30.0N.A.N.A.3P2150.20.950OPF-M-A12-740-T3M7P31310.950OPF-M-A11-840-T2M1W1201.80.950OPF-M-A15-840-T4M (Wall Mount)8W21310.950OPF-M-A11-740-T3M (Wall Mount)14W3392.880.950OPF-L-A30-840-T4M (Wall Mount)MODULAR BLOCK RETAINING WALLMODULAR BLOCK RETAINING WALL81522823211610951210491915162210 1010791250766172814" LocustT r e e s753COULTER BOULEVARD STATE HIGHWAY NO. 5 (ARBORETUM BOULEVARD)McGLYNN ROADCOULTER BOULEVARDAUDUBON ROADAUDUBON ROADxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx P1MH: 30.000P1MH: 30.000MH: 30.000P1P1MH: 30.000MH: 30.000P1P1MH: 30.000MH: 30.000P2MH: 30.000P2P3MH: 30.000MH: 30.000P3MH: 30.000P3MH: 30.000P3MH: 30.000P3P3MH: 30.000P1MH: 30.000MH: 30.000P2MH: 30.000P1MH: 30.000P3W1MH: 30.000MH: 30.000W2W2MH: 30.000W2MH: 30.000MH: 30.000W2W2MH: 30.000MH: 30.000W2MH: 30.000W2MH: 30.000W2W3MH: 30.000W3MH: 30.000W3MH: 30.000W3MH: 30.000W3MH: 30.000W3MH: 30.000MH: 30.000W3MH: 30.000W3W3MH: 30.000W3MH: 30.000W3MH: 30.000W3MH: 30.000W3MH: 30.000W3MH: 30.0000.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.20.00.00.00.00.10.10.10.20.20.00.20.00.10.10.00.00.00.00.00.00.00.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.30.10.10.10.10.10.10.20.00.30.00.30.20.10.10.10.10.10.20.30.30.00.00.10.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.30.30.20.00.20.10.00.10.30.20.30.30.10.00.30.20.00.00.00.00.00.00.00.00.00.00.00.00.32.1 3.91.3 1.0 1.0 1.2 1.7 2.7 3.83.1 3.34.0 1.3 1.0 0.9 1.0 1.31.9 3.11.64.04.91.2 1.0 1.0 1.4 2.1 2.8 3.7 3.62.02.32.93.3 2.1 1.6 1.4 1.5 1.9 2.9 3.93.31.44.0 1.3 1.1 1.2 1.5 2.3 3.5 4.13.0 2.44.0 1.0 0.9 1.2 2.1 3.44.1 4.0 3.93.61.61.8 1.3 1.1 1.1 1.4 2.1 3.3 4.1 1.92.7 2.51.10.8 0.8 0.9 1.2 1.9 3.0 4.03.73.6 3.4 2.3 1.4 0.6 1.0 1.7 3.43.53.5 2.6 3.63.50.83.51.4 1.01.92.31.2 2.22.8 2.63.3 1.3 0.7 0.6 0.9 1.71.9 2.01.12.21.32.12.72.72.31.81.41.42.53.5 3.23.01.4 1.20.70.81.42.33.43.53.52.71.81.00.60.8 3.53.7 0.70.40.51.22.43.73.63.82.91.50.70.50.43.6 3.83.83.11.70.90.61.12.23.63.70.90.50.31.02.2 2.33.63.73.02.11.30.93.83.73.73.61.90.90.41.5 0.73.33.6 3.7 2.4 1.2 0.50.4 1.11.6 3.0 3.8 3.6 3.72.9 0.54.0 1.81.92.02.22.53.03.64.34.77.54.2 1.74.04.24.64.74.44.14.04.14.34.7 4.67.02.76.85.85.55.76.68.07.76.45.61.75.91.78.77.15.54.02.81.70.80.50.64.15.51.04.63.62.82.11.40.70.30.41.01.04.51.04.41.11.31.62.02.32.62.72.72.71.01.04.46.24.04.14.54.84.54.24.04.04.24.3 4.7 4.24.14.04.14.34.74.64.24.14.04.1 4.66.4 10.810.68.76.66.27.49.711.710.08.66.3 6.18.110.311.39.57.16.16.89.210.810.6 7.8 11.80.72.52.22.43.44.74.73.73.54.59.2 9.56.8 10.07.86.36.48.110.311.39.57.16.2 6.77.78.65.55.66.27.58.66.85.85.55.7 7.48.0 9.06.45.65.55.97.09.07.26.15.55.6 6.6 2.32.77.49.711.59.57.75.03.11.70.86.1 0.86.62.12.32.83.23.33.13.34.05.26.8 0.71.1 1.21.21.21.11.11.11.21.21.20.21.1 1.11.11.21.21.21.11.11.11.11.11.1 1.1 1.22.70.20.30.30.40.60.70.81.01.01.2 1.11.1 1.21.11.11.11.11.21.21.21.10.11.10.71.10.80.80.80.80.70.70.80.80.8 0.70.7 0.70.70.80.80.80.70.70.70.70.71.70.8 0.70.40.10.20.20.30.30.40.50.50.60.8 0.71.00.80.80.80.70.70.80.80.80.80.8 0.62.2 2.72.72.82.82.72.72.72.72.60.22.5 2.71.91.41.00.60.40.40.40.40.50.72.6 2.7 2.82.82.72.72.72.72.72.82.82.72.7 2.72.7 2.72.82.72.72.72.72.72.82.81.42.71.7 0.91.81.81.71.71.71.81.81.81.7 1.81.7 1.71.81.81.71.61.51.51.41.20.90.7 1.7 1.80.71.51.61.71.71.81.81.81.71.71.8 1.8 1.21.81.71.71.71.71.81.81.81.71.7 1.73.5 1.11.31.21.00.80.70.80.91.7 0.83.2 0.82.61.72.52.72.52.11.71.41.10.82.5 0.70.70.80.80.91.11.31.31.10.90.80.9 0.70.8 0.80.91.11.31.31.00.90.80.70.50.71.10.61.20.90.90.90.80.70.53.43.1 2.41.7 3.74.13.52.41.51.00.80.91.11.01.12.50.90.92.02.42.72.21.53.53.12.41.81.61.10.60.80.60.50.42.12.32.31.91.34.21.40.9 1.01.01.11.41.92.42.52.01.40.80.9 2.10.91.11.52.02.52.31.81.41.11.0 1.1 1.4 2.62.11.61.31.11.11.21.51.92.41.2 1.91.5 1.10.90.80.81.01.31.72.32.51.5 2.40.91.01.11.00.80.80.80.80.91.11.3 1.21.1 0.90.70.70.60.70.70.81.01.21.31.1 1.34.74.92.02.52.41.91.41.21.21.42.11.34.5 1.22.12.73.02.72.21.81.30.90.80.83.21.42.85.14.42.71.40.52.72.04.12.62.81.50.61.61.52.41.92.33.64.84.93.63.53.11.01.60.82.41.92.42.42.21.50.83.92.50.72.82.41.50.84.23.14.53.92.66.13.68.3 2.95.17.610.911.79.46.14.75.78.9 7.011.3 10.55.44.86.49.911.810.18.15.03.11.6 11.5 4.72.79.912.010.57.04.95.17.610.911.74.9 6.1 3.75.78.911.311.38.45.44.86.510.011.9 9.41.40.61.01.72.32.72.23.53.12.52.40.8 1.61.51.10.80.60.51.12.03.34.43.61.61.54.22.81.70.93.93.32.11.30.80.70.71.31.11.51.24.94.12.81.70.82.62.32.31.01.72.52.45.04.32.91.70.81.61.75.30.83.01.60.71.51.44.03.62.71.70.81.71.54.55.20.71.60.80.50.70.70.50.40.41.02.23.72.42.52.42.31.60.83.13.83.53.12.62.16.5 9.010.89.77.96.66.77.99.710.86.37.1 7.17.29.211.19.67.76.66.78.09.810.5 9.0 4.111.96.65.75.35.45.96.76.75.64.37.12.26.5 5.55.34.74.65.47.29.411.09.16.53.210.38.85.87.010.412.311.88.66.16.18.7 10.512.3 12.36.95.87.210.612.311.68.46.06.22.411.86.05.67.29.311.49.57.66.66.78.19.87.18.4 7.04.02.54.96.26.35.04.15.08.011.510.03.8 3.73.84.04.13.93.73.73.83.97.64.0 4.03.73.73.84.04.13.93.73.73.83.9 4.1 3.00.72.32.12.11.81.51.11.72.02.23.7 2.73.8 3.43.84.03.83.73.73.73.94.13.8 2.47.54.15.85.45.45.86.87.46.15.55.3 7.46.2 6.26.75.75.35.45.86.87.36.15.55.3 5.5 3.712.23.73.73.83.93.73.42.82.21.66.7 3.74.03.63.84.35.26.47.36.25.55.35.5 2.81.3 1.41.21.00.70.50.60.91.11.3 0.61.5 1.11.10.90.81.01.11.31.71.91.91.7 1.5 1.19.00.91.11.41.51.41.21.00.80.61.5 0.91.4 1.41.51.41.21.00.70.60.70.91.90.70.91.41.40.90.70.81.21.72.22.52.3 2.31.4 2.50.60.71.21.62.12.52.41.91.51.1 1.9 2.20.82.02.22.52.42.01.51.10.70.81.9 1.7 1.72.52.41.91.41.00.70.81.21.72.2 1.24.22.43.73.32.43.33.12.44.13.60.75.62.32.85.54.22.84.03.52.60.60.63.32.611.8 10.26.85.87.310.812.411.58.15.96.33.712.04.910.56.84.22.53.52.92.35.23.70.79.42.83.02.91.94.74.73.01.82.22.11.61.53.82.71.81.71.42.42.32.31.91.51.31.14.13.82.50.90.90.83.83.32.41.21.31.33.45.12.42.42.42.21.91.25.23.72.34.23.71.00.30.30.30.30.30.30.30.30.30.30.20.30.30.30.30.30.30.30.30.30.30.30.20.30.30.20.20.20.20.20.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.40.20.50.50.50.40.40.40.40.50.50.40.40.40.40.40.40.40.40.40.40.30.32.40.40.40.20.30.30.30.30.40.40.40.40.40.40.40.20.40.40.40.40.40.40.40.50.50.50.40.5 0.50.50.50.50.50.50.50.50.50.20.5 0.50.50.50.50.50.50.50.40.50.50.5 0.5 0.50.10.10.20.20.20.30.30.40.40.40.5 0.50.5 0.50.50.50.50.50.50.50.50.50.10.40.30.40.40.40.30.30.30.30.40.40.40.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.10.20.20.20.20.20.30.30.30.40.30.40.30.30.30.30.30.40.40.40.40.30.31.6 1.61.61.61.61.61.61.61.61.60.71.6 1.61.61.61.61.61.61.61.61.61.61.6 1.6 1.60.30.50.70.80.91.01.11.31.31.41.6 1.51.6 1.61.61.61.61.61.61.61.61.61.4 1.52.51.52.52.52.52.52.52.52.52.52.5 2.52.5 2.52.52.52.42.52.52.52.42.52.42.4 2.5 2.30.81.31.11.00.71.01.21.41.61.82.5 2.11.42.42.42.42.52.52.52.52.52.52.5 2.00.7 0.70.70.70.70.70.70.70.70.70.60.7 0.70.70.70.70.70.70.70.60.60.60.5 0.7 0.70.40.40.50.50.50.60.60.60.70.70.7 0.70.7 0.70.70.70.70.70.70.70.70.70.3 0.71.10.51.01.01.01.11.11.11.01.01.0 1.11.1 1.11.11.01.01.01.01.01.01.00.90.9 1.0 1.02.20.50.60.70.70.80.90.90.91.01.1 1.00.41.01.01.01.01.11.11.11.01.01.0 1.0 390 Page 2 of 2Designed By:Date:4/11/2023Scale:DISCLAIMER: Based on the information provided, all dimensions and luminaire locationsshown represent recommended positions. Actual performance of any manufacturer's luminairesmay vary due to changes in electrical voltage, tolerance in LEDs and othervariable 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 andshould not be used as a construction document or as a final documentfor ordering product.Aududon Business Park391 1 | P a g e Mesenbrink Mixed Use, Mankato, MN April 14, 2023 To: John Mesenbrink, Mesenbrink Construction From: Vernon Swing, PE Re: Traffic Analysis – Federal Package at Audubon Business Park, Chanhassen, MN Per your request, SSTS LLC has conducted a traffic study for the Federal Package at Audubon Business Park development (hereafter referred to as the Proposed Project) located to the west of Audubon Rd between TH 5 to the north and Coulter Blvd to the south in Chanhassen, MN . This traffic study focuses on the addition of traffic to local street system from two manufacturing buildings in the year 2024, one that is proposed as 228,150 square feet (sf) and the other as 165,440 sf. The Proposed Project will be accessed via two driveways from Coulter Blvd and via McGlynn Road. Figure 1, Vicinity Map, depicts the location. Figure 2, Site Plan, illustrates the site layout and access locations. The study area for this memorandum has been identified through conversation with City staff and includes the intersections listed below.  Galphin Blvd & TH 5  Galphin Blvd & Coulter Blvd  Coulter Blvd & Audubon Rd  Audubon Rd & McGlynn Rd  Audubon Rd & TH 5  Coulter Blvd & General Mills Access  Coulter Blvd & East Access The existing AM and PM peak hour traffic conditions were documented in the traffic study completed by Alliant Engineering for Excel Energy’s Chanhassen Service Center development. This study relies on the accuracy of the analysis conducted by Alliant for the existing and 2024 Build conditions as the basis for our background conditions. This analysis includes forecasts of the trip generation potential for the proposed land uses and distribution of these trips through the study area. These trips are then added to the Alliant Engineering 2024 Build forecasts to represent the 2024 Build conditions reflecting the Proposed Project. (Relevant sections of the Alliant study are reproduced in this study for your convenience.) Existing Conditions The existing conditions of the roadways and intersection providing direct and indirect access to the Proposed Project were documented and are noted in Table 1 (the descriptions reflect conditions adjacent to the site). 392 2 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN Table 1. Study Roadway Characteristics Existing Traffic Volumes AM and PM peak hour turning movement counts were conducted at the study area intersections in October 2022. The following notes the peak hour timeframes:  AM: 7:30 AM to 8:30 AM  PM: 4:00 PM to 5:00 PM Exhibit 1 (from Xcel Study) illustrates the existing peak hour traffic volumes, and shows the lane configuration and traffic control. Traffic Operations The operating conditions of transportation facilities, such as roadways, traffic signals, roundabouts and stop- controlled intersections, are evaluated based on the relationship of the theoretical capacity of a facility to the actual traffic volume on that facility. Various factors affect capacity including travel speed, roadway geometry, grade, number of travel lanes, and intersection control. The current standards for evaluating capacity and operating conditions are contained in Highway Capacity Manual1. The procedures describe operating conditions in terms of driver delay represented as a Level of Service (LOS). Operations are given letter designations with "A" representing the best operating conditions and "F" representing the worst. Generally, level of service “D” represents the threshold for acceptable overall intersection operating conditions during a peak hour. The Chart on the following page summarizes the level of service and delay criteria for signalized and unsignalized intersections. 1 Highway Capacity Manual (HCM), Transportation Research Board, 6th Edition Roadway Functional Class Typical Section Posted Speed AADT (Year) TH 5 Minor Arterial 4-Lane Divided 55 mph 25,700 (MnDOT) Galphin Blvd Minor Arterial 3 to 5-Lane Undivided 45 mph 5,700 (MnDOT) Coulter Blvd Minor Collector 2-Lane Undivided 30 mph 1,920 (MnDOT) Audubon Rd Major Collector 2 to 3-Lane Undivided 45 mph 3,740 (MnDOT) McGlynn Rd Local Street 2-Lane Undivided 30 mph 418 (Estimated) 393 3 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN For side street stop-controlled intersections special emphasis is given to providing an estimate for the level of service of the minor approaches. Traffic operations at an unsignalized intersection with side street stop- control can be described two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approaches, since the mainline does not have to stop. It is common for intersections with higher mainline traffic volumes to experience increased levels of delay and poor level of service on the side streets. A final fundamental component of operational analyses is a study of vehicular queuing, or the line of vehicles waiting to pass through an intersection. An intersection can operate with an acceptable Level of Service, but if queues from the intersection extend back to block entrances to turn lanes or accesses to adjacent land uses, unsafe operating conditions could result. In this report, the Industry Design Standard 95th percentile queue length is used. The 95th Percentile Queue Length refers to that length of vehicle queue that has only a five-percent probability of occurring during an analysis hour. This study has utilized the industry current Synchro/SimTraffic software package (11 th Edition) to analyze the Existing and 2024 Build conditions for the AM and PM peak hours. It is noted, the reported results are from the aggregate of 10 SimTraffic simulations which use a random number generator to seed the network with vehicles. These results reflect dynamic conditions and are more accurate for the non-roundabout intersections than the results of the static analysis reported by Synchro. Due to the random number generator results can sometimes show slightly better operations on minor movements under higher traffic conditions when the intersections are operating well. This can be seen when delays and queues noted in the Build Scenario are slightly less than the No-Build Scenarios. Analysis Results – Existing Conditions Tables 2 summarizes the results of the operational analysis for the Existing Conditions. 394 4 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN Table 2 – Existing Operations The results of the analysis of existing conditions indicate that each study area intersection currently operates at overall LOS C or better during the AM and PM peak hours. Due to the long, coordinated cycle along TH 5 moderate to long delay occurs on the side streets. However, the side street delay did not result in excessive vehicle queuing, thus intersection capacity is not an issue requiring mitigation. Future Conditions As mentioned above, the future conditions are based on the Alliant traffic study for Xcel Energy. In their study, the existing traffic volumes were grown by one percent per year from 2022 to 2024 and the estimated traffic for the Xcel site was added to the grown up 2024 numbers to reflect the build conditions. The 2024 Build conditions from the Xcel study is the baseline for our study upon which the traffic forecast (trip generation estimates) for the Proposed Project is added to. Figure 3 summarizes the 2024 No-Build conditions (including Xcel traffic) Trip Generation and Distribution The trip generation estimates reflect the land uses discussed for the Proposed Project including two industrial buildings, one with a 228,150 sf footprint and the other with a 165,440 sf footprint. The volume of vehicle trips generated by the Proposed Project has been estimated for the weekday AM and PM peak hours and on a daily basis using the data methodology described in the Institute of Transportation Engineers’ Trip Generation Manual 2, 11th Edition. ITE’s Land Use Codes corresponding to proposed is 140-Manufacturing. It is noted there are two independent variables to estimate the trips, building size and number of employees. In this case we chose building size as it resulted in a larger number of trips allowing us to 2 Trip Generation Manual, Institute of Transportation Engineers (ITE), 11th Edition Overall LOS & Delay C 31.6 C 21.6 Worst Appro LOS & Delay E 73.9 (SB) D 41.3 (SBL) 95th Percentile Queue Overall LOS & Delay A 4.4 A 3.3 Worst Appro LOS & Delay A 8.4 (EB) A 6.8 (WB) 95th Percentile Queue Overall LOS & Delay A 2.3 A 2.5 Worst Appro LOS & Delay A 5.1 A 6.0 (EB) 95th Percentile Queue EB - 51' EB - 52' Overall LOS & Delay A 2.8 A 2.7 Worst Appro LOS & Delay A 5.6 A 8.8 95th Percentile Queue EB - 55' EB - 51' Overall LOS & Delay B 16.7 B 19.9 Worst Appro LOS & Delay F 87.3 (SB) E 66.6 (SB) 95th Percentile Queue McGlynn Rd & Audubon Rd (Side Street Stop) EB - 261' EB - 245' TH 5 & Audubon Rd (Signal) Coulter Blvd & Galphin Blvd (Side Street Stop)EB - 48' EB - 38' TH 5 & Galphin Blvd (Signal) Coulter Blvd & Audubon Rd (Side Street Stop) Intersection EBT 296' Existing AM Pk Hr PM Pk Hr Measure of Effectiveness (Delay in Sec and Queue in Ft) Criteria SBT - 238' 395 5 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN analyze a more conservative condition. Table 3 summarizes the trip generation estimate for the Proposed Project. Table 3 - Trip Generation As shown in Table 3, the Proposed Project will generate 268 trips (204 entering and 64 exiting) during the morning traffic peak hour, 291 trips (87 entering and 204 exiting) during the evening traffic peak hour and 1,870 daily trips. The new trips have been assigned to the surrounding roadways according to the existing traffic patterns, and according to travel time forecasts from Apple Maps, and Google Maps. In general, the site traffic is distributed to the study area as follows:  To/from the north 5 percent  To/from the west 30 percent  To/from the south 25 percent  To/from the east 40 percent It is noted the site will generate the most traffic during shift changes, which may occur during non-peak hours. However, to provide the most conservative analysis it is assume the shift changes occur during the peak traffic times. Figure 4 illustrates the 2024 Build conditions including the Xcel traffic couple and Proposed Project traffic. Analysis Results – 2024 Build Conditions Tables 4 summarizes the results of the operational analysis for the 2024 Build Conditions. Note the 2024 Build operations reflect the additional traffic associated with the annual growth rate applied to existing traffic volumes and the Xcel Energy Chanhassen Service Center traffic. Additionally, the Build operations include the new traffic forecast for the Proposed Project. Trips Generated: Enter Exit Enter Exit Manufacturing Industrial 1 140 393,590 s.f.R 204 64 R 87 204 R 1,870 204 64 87 204 268Totals Trips PM Peak Weekday ADT 291 1,870 Land Use Type Block No.Land Use Code Size AM peak 396 6 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN Table 4 2024 Build Traffic Operations The results shown in Table 4 indicate the 2024 Build operations of the study area intersections are acceptable with LOS C or better for overall operations. Similar to the existing conditions, moderate to lengthy delay times for the side street movements at the TH 5 intersections is forecast due to the lengthy coordinated traffic signal timing. Again, the anticipated vehicle queuing is short indicating that there are no anticipated traffic capacity issues that would require mitigation. Summary and Conclusions The following provides a summary of the study, traffic operations and recommendations:  AM and PM peak hour traffic operations were analyzed for the Existing and 2024 Build conditions.  The Proposed Project will generate 268 trips (204 entering and 64 exiting) during the morning traffic peak hour, 291 trips (87 entering and 204 exiting) during the evening traffic peak hour and 1,870 daily trips.  Results of the traffic analysis for Existing conditions during both the AM and PM peaks indicate acceptable operations with minimal vehicle back-ups at adjacent intersections. Overall LOS & Delay C 27.1 C 26.9 Worst Appro LOS & Delay EB - 20'56.6 (SB) E 57.9 (SB) 95th Percentile Queue Overall LOS & Delay A 5.7 A 4.3 Worst Appro LOS & Delay C 21.9 (EB) C 15.1 (EB) 95th Percentile Queue Overall LOS & Delay A 3.2 A 2.9 Worst Appro LOS & Delay A 6.5 (EB) A 7.4 (EB) 95th Percentile Queue EB - 58' EB - 69' Overall LOS & Delay A 3.6 A 2.9 Worst Appro LOS & Delay A 8.8 (EB) A 9.5 (EB) 95th Percentile Queue EB - 63' EB - 77' Overall LOS & Delay C 23.2 C 20.5 Worst Appro LOS & Delay D 48.0 (SB) E 55.4 (SB) 95th Percentile Queue Overall LOS & Delay A 4 A 3.8 Worst Appro LOS & Delay A 7.3 (NB) A 6.3 (NB) 95th Percentile Queue NB - 55' NB - 71' Overall LOS & Delay A 0.8 A 1.3 Worst Appro LOS & Delay A 4.4 (SB) A 5.6 (SB) 95th Percentile Queue Coulter Blvd & West Access Coulter Blvd & East Access SB - 36' SB - 47' EB - 276' WB - 264' McGlynn Rd & Audubon Rd (Side Street Stop) TH 5 & Audubon Rd (Signal) Coulter Blvd & Galphin Blvd (Side Street Stop)WB - 59' EB - 58' Intersection Measure of Effectiveness (Delay in Sec and Queue in Ft) Criteria 2024 Build AM Pk Hr PM Pk Hr TH 5 & Galphin Blvd (Signal) EB - 315' EB - 251' Coulter Blvd & Audubon Rd (Side Street Stop) 397 7 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN  Results of the traffic analysis for year 2024 for both the AM and PM peaks with the Proposed Project indicate acceptable operations with minimal vehicle back-ups. Attachments: Figures 1-4; Exhibit 1 (The Appendices with Synchro/Simtraffic Worksheets are available upon request.) 398 8 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN 399 9 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN 400 10 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN Exhibit 1 (By Others) 401 11 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN 402 12 | P a g e Federal Package at Audubon Business Park, Chanhassen, MN 403 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on July 6, 2023,the duly qualified and acting City Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice to consider a request for a Subdivision replating two outlots, a Vacation of easements and right-of-way, a Wetland Alteration permit, a Site Plan review of two office/industrial buildings with a total size of 394,247 square feet, and variances for property located at the SW corner of Arboretum Blvd and Audubon Blvd and zoned Industrial Office Park. Property Owner: Mesenbrink Construction & Engineering, Inc. Applicant: Edward Farr Architects Inc. to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. 1 Kim Meuwissen, City Subscribed and sworn to before me ,rri. &- aay or ACU43 ,2023.POTTERANNJENNIFER Notary 404 Subject Parcel This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational' lracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the use/s access or use of data Provided. Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. ihis map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic lnformation System (GlS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpoie requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provaded pursuant to Minnesota Statutes 5466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. (Tax_nameD <Tax_add_ll > <Tax_add_!2> <Next Record ><Tax_nameD <Tax_add_l1> <Tax_add_12> Subject Parcel 3 f I d 3 - f t; II te T! a l.l u)I -t 405 Tuesday, July 18, 2023, at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the aqenda. Date & Time: Location:City Hall Council Chambers, 7700 Market Blvd Proposal Consider a request for a Subdivision replating two outlots, a Vacation of easements and right-of-way, a Wetland Alteration Permit, a Site Plan review of two office/industrial buildings with a total size of 394,247 square feet, and variances for property located at the SW corner of Arboretum Blvd and Audubon Blvd and zoned lndustrial Office Park Applicant:Edward Farr Architects lnc Mesenbrink Construction & Engineering, lncOwner: Property Location: SW corner of Arboretum Blvd and Audubon Blvd A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans for the project. 3. Comments are received from the public. 4. Public hearing is closed, and the Planning Commission discusses the proiect. Questions & Comments: To view project documents before the meeting, please visit the city's proposed development webpage at: urww.chanhassenmn.qov/proposeddevelooments. lf you wish to talk to someone about this project, please contact Bob Generous by email at bqenerous@chanhassenmn.oov or by phone a|952-227-1131. lf you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city's Agendas & Minutes webpage the Thursday priortothe Planning Co@ Sign up to receive email updates about this or other projects. Go to https ://www. chanhassenm n.qov/i-want-to/subscri be City Reviaw Ptocodure: . Subdivisions, Planned Unit Oevelopments, Site Plan Reviils, Conditional and lnterim U$s, Vvatland Alterations, Rozonings, Comprehensive Plan Amendm€nts, Varian@s, Appeals, and Code Amendments requiro a public hearing before tha Planning Commission. City ordinanBs require all property within 500 feet of the subjoct sita to be notified of the applietion in writing. Any interestsd party is invited to attond the meeting. . Stafi prepares a report on the subjecl appli€tion that includes all pertinent information and a re@mmsndation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal ovoruiew of lhe report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a ro@mmendation to the City Council. Tha City Council may reverse, affirm or modfy wholly or partly the Planning Commission's rarcmmendation. Rezonings, land use and code amendments taka a simple majority vote of the City Council 6x€pt rezonings and land use amendments from residential to commercial/industrial. . Minnesota State Statute 519.99 requires all appli€tions to be proessed within 60 days unless the applicant waives this standard. Some applications due to their omplexity may take several months to complets. Any person wishing to follN an item through the pro@ss should check with the Planning Oepartment regarding its status and schsduling for the City Council mseting. . A naighborhood spokesperson/represantative is sn@uraged to provide a @ntacl for the city. Ofton developers ars enmuEged to meet with the neighborh@d regarding their proposal. Stafi is ale available to review the prcjoct wilh any interested parsn(s). . Because the Pianning Commission holds the public hsaring, the City Council does nol. Minulss are taken and any @rrespondence regarding the appli€tion will be included in the report to the City Council. lf you wish to have something to be included in lhe reDort. Dlease @ntact the Plannino Staff person named on the notification. Notice of Public Hearing Chanhassen Planni Gommission Notice of Public Hearing Chanhassen Planni Commission Tuesday, July 18, 2023, al6:00 p.m. This hearing may not start until later in the eveni d on the order of the Hall Council Chambers, 7700 Market Blvd Consider a request for a Subdivision replating two outlots, a Vacation of easements and right-of-way, a Wetland Alteration Permit, a Site Plan review of two office/industrial buildings with a total size of 394,247 square feet, and variances for property located at the SW corner of Arboretum Blvd and Audubon Blvd and zoned lndustrial Office Park Edward Farr Architects lnc Mesenbrink Construction & Engineering, lnc SW corner of Arboretum Blvd and Audubon Blvd A location is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 5. Staff will give an overview of the proposed project. 6. The applicant will present plans for the project. 7. Comments are received from the public. 1. Public hearing is closed and the Planning Commission discusses the project. To view project documents before the meeting, please visit the city's proposed development webpage at: www.chanhassenm n.qov/proposeddevelopments. lf you wish to talk to someone about this project, please contact Bob Generous by email at bqenerous@chanhassenmn.oov or by phone a|952-227-1131. lf you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Planning Commission. The staff report for this item will be available online on the city's Agendas & Minutes webpage the Thursday prior to the Planning Commission meeti Sign up to receive email updates about this or other projects. Go to https : //www. cha nhassen mn. gov/i-wa nt-to/su bscribe . Subdivisions, Planned Unil Developmenls, Site Plan Raviews, Condilional and lnterim U$s, Wstland Alteratims, Rezonings, Comprehensive Plan Amsndments, Variancs, Appeals, and Code Amondments require a public hearing before the Planning Commission. City ordinancs require all prop€rty within 500 feet ot tha subject site to be notified of the appli€tion in writing. Any interosted party is invited lo attend the meeling. . Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission moeting, staff will give a verbal ovsruiew of the report and a re@mmendation. The item will bs opened for the public to speak about lhe proposal as a part of the hearing proess. The Commission will closs the public hearing and discuss the it6m and make a raommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's reommendation. Rszonings, land us and 6de amsndmenls take a simplo majority vote of the City Council excpt rezonings and land uss amendments from residentialto mmmercial/industrial. . Minnesota State Statute 519.99 requires all applications to be proessed within 60 days unless the appli€nt waives this standard. Soma appli€tions due to their @mplexity may take sevsral monlhs to complete. Any por$n wishing to follow an item through the pro@ss should check with the Planning Departmenl regarding its status and scheduling for lhe City Council meeting. . A noighborhood spokespeEon/representative is encouragsd to provide a @ntacl for ths city. Often dovolopors are an@uEged to meet with th€ nsighborhood regarding their proposal. Staff is also available to reviil the proiect with any interssted p€rson(s). . Because ths Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondsnce regarding the appli€tion will be included in the report to tha City Council. lf you wish to have something to be includad in the report, Date & Time: Location: Proposal: Applicant: Owner: Property Location: What Happens at the Meeting: Questions & Comments: contact the Staff named on the notilication. 406 TAX-NAME AARON HOLZEMER ALAN M &TERESAYJOHNSON ALAN SMOLA ALICE M ENGLISH ALLAN R & MARYJ OLSON AMANDA R KARASEK AMY J DAHLGREN AMY M HERNANDEZ AMY ROGERS ANCHELA HATEY ANDREW D EVAVOLD ANDY I MARTINSON ANGIE THERESA VOLLBRECHT ANN SAUER ANNA RUDENKO AND ANDREY RUDENKO ANNE M GEYER ANNETTE M CIESZKOWSKI ANTHONY JAMES FRIBERG ANTHONY S ROCKWELL JR ARIANNE SMITH ASHVINI K THOTTEMPUDI BAK INVESTORS LLC BARBARA C ANDERSON BARBARA R YOUNGBERG BAVARIA PROPERTIES LLC BECKY CONNOLE BECKY OELSCHLAGER BENTON OLSON BERENJIAN PROPERTIES LLC BERNARDINO ROBERT LANZI JR BEVERLY GAYLE WRIGHT BLAKE M & TAMI C GOTTSCHALK BLUFF CREEK PROPERTIES LLC TAX_ADD-11 1947 ANDREW CT 8285 STONE CREEK DR 8180 STONE CREEK DR 2082 CLOVER CT 7461 WINDMILL DR 7588 WALNUT CURV 7681 PRIMROSE PLACE 7599 WALNUT CURV 2158 BANEBERRY WAY W 2011 BLUE SAGE LN E 8126 STONE CREEK DR 1929 BLUFF VIEW CT 7496 CROCUS CT 7670 BLUEBONNET BLVD 7687 PRIMROSE PL 7758 SNAPDRAGON DR 2141 BANEBERRY WAY W 8117 STONE CREEK DR 8537 POWERS PL 1934 ANDREW CT 7751 LADYSLIPPER LN 7945 STONE CREEK DR # 120 7724 BLUEBONNET BLVD 2035 CHICORY WAY 2705 PONDVIEW CURV 7627 PRAIRIE FLOWER BLVD 7685 BLUEBONNET BtVD 7547 WALNUT CURV 8192 KATIE CIR 1949 ANDREW CT 7657 PRIMROSE PL 2197 MAJESTIC WAY 7915 STONE CREEK DR #130 TAX-ADD_12 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-7414 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-8351 CHANHASSEN, MN 55317-9366 CHANHASSEN, MN 55317.9393 CHANHASSEN, MN 55317.8349 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-8344 CHANHASSEN, MN 55317-7416 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-8350 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-8345 CHANHASSEN, MN 55317-8340 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-9389 CHANHASSEN, MN 55317.7409 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-4605 CHANHASSEN, MN 55317-8335 CHANHASSEN, MN 55317.8347 vtcToRrA, MN 55386-4551 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.8350 CHANHASSEN, MN 55317- EDEN PRAIRIE, MN 55347.1098 CHANHASSEN, MN 55317-7409 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-9355 CHANHASSEN, MN 55317-4561 407 BRADLEIGH SAWYER BRANDT M JORGENSEN BRIAN & KAREN WALKER BRIAN D & ELIZABETH J GUTHRIE BRIAN M LARAMY BRIAN P & BRENDAJ REISTER BRIAN P HANSON BRIAN R & BARBARA C FOLSOM BRIAN R ERDMAN BRIAN W MARTODAM C & J REAL ESTATE HOLDINGS II LLC CARLY A GLIEDEN CAROL ANN LEE CAROL.J BUTEYN CARVER COUNTY CDA CHADE&LINDASNELSON CHAD W MEYER REVOCABLE TRUST CHARLES E & LORETTA GOETZINGER CHARLES N ARN FELT CHAVIVAN LERDGIDKJON CHERI L HANNA CHERREE R THEISEN CHERYL L NASH CHERYL NORTON CH ERYL RUTH NORMAN CHRIS WILLIAM ORCUTT CHRISTINE G GALLAS CHRISTOPHER B CESAR CHRISTOPHER CAMPBELL CHRISTOPHER M VERNIER CHRISTOPHER R & KARI THENTGES CHUNG CHENG MANAGEMENT GROUP LLC CONNIE L MUNSON CONNIE VOS 7441 WINDMILL DR 8108 STONE CREEK DR 7591 WALNUT CURV 8123 STONE CREEK DR 7471 TULIP CT 13280 62ND ST 3859 RED CEDAR WAY 2215 BANEBERRY WAY W 2091 BRINKER ST 2103 BRINKER ST PO BOX 737 2084 BANEBERRY WAY E 7704 BTUEBONNET BLVD 7678 CONEFLOWER CURV N 705 WALNUT ST N 8135 STONE CREEK DR 3515 LILAC LN 7521 WINDMILL DR 1950 BtU FF VIEW CT 8348 STONE CREEK DR 7655 BLUEBONNET BLVD 2072 MAJESTIC WAY 7638 PRAIRIE FLOWER BLVD 2127 CLOVER CT 1952 ANDREW CT 7481 WINDMILL DR 7675 CONEFLOWER CURV N 2194 BANEBERRY WAY W 2166 BANEBERRY WAY W 8O9O STONE CREEK DR 75OO WINDMILL DR 12435 PRINCETON AVE 2068 WATERLEAF tN W 2171 BANEBERRY WAY W CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-7416 CHANHASSEN, MN 55317-9394 CHANHASSEN, MN 55317-7416 CHANHASSEN, MN 55317-9330 MAYER, MN 55360-8562 CHASKA, MN 55318- CHANHASSEN, MN 55317-8339 CHANHASSEN, MN 55317.9360 CHANHASSEN, MN 55317-9361 HOWARD LAKE, MN 55349- CHANHASSEN, MN 55317-8357 CHANHASSEN, MN 55317-8335 CHANHASSEN, MN 55317-8355 CHASKA, MN 55318-2039 CHANHASSEN, MN 55317-7416 MINNETONKA, MN 55345- CHANHASSEN, MN 55317-9365 CHANHASSEN, MN 55317.7421 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.8350 CHANHASSEN, MN 55317.9352 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-7409 CHANHASSEN, MN 55317-9366 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-8338 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-7419 CHANHASSEN, MN 55317-9363 EDEN PRAIRIE, MN 55347. CHANHASSEN, MN 55317.8342 CHANHASSEN, MN 55317-8340 408 CRAIG JON SCHROEDER CREEK FIVE ASSOCIATES CUI SUN DAGMAR DIETHELM REVOCABLE INTERVIVOS TRU DAKE N & DEIRDRA CHATFIELD DANIELE&KARENKTRUE DANIEL L ACHTOR DANIEL R & LATASHA R SLINDEN DANIEL S & TAMERA K SHREVE DANIELLE M BENNETT DANNA M MOKAMBA DARLA JEAN O,FLANAGAN DARLENE A SODERLIND DAVID B & GLORIAJ SPONG DAVID COLEMAN DAVID E BENSON DAVID J GREBIN DAVID J MELOCHE DAVID J OLSON DAVID K & CHRISTINAJ STREETER DAVID K WEIBY DAVID KOELLN DAVID NENDZA DAVID SENIOR DAVID VANDENBOOM DAVID W CALLISTER DAWN FIELDS DAWN I KERBER DEBORA L STAHLECKER DEBRA L KOTZ DELGADO PROPERTY INVESTMENT TRUST DELPHA SCHRAM REVOCABTE TRUST NOV 16, 20 DENISE M MATARKEY DENNY P HOFMANN 2032 BLUE SAGE LN E PO BOX 16 24531SE 46TH TER 2085 MA.IESTIC WAY 22OO MAJESTIC WAY 8091 STONE CREEK DR 3215 GRAHAM HILL RD 7509 TULIP CT 7595 WALNUT CURV 7725 CONEFLOWER CURV S 2223 BANEBERRY WAY W 7749 BUTTERCUP CT 7656 PRAIRIE FLOWER BLVD 2066 CLOVER CT 7650 PRAIRIE FLOWER BLVD 8161 STONE CREE K DR 7748 BUTTERCUP CT 7750 SHARP DRAGON DR 2013 POPPY DR 7598 PRAIRIE FLOWER BIVD 2149 MAJESTIC WAY 2133 MAIESTIC WAY 2029 BANEBERRY WAY E 7431, WINDMILL DR 8O8O STONE CRE EK DR 7541 WINDMILL DR 8269 STONE CREEK DR 2167 BANEBERRY WAY W 2159 BANEBERRY WAY W 2145 BANEBERRY WAY W 7965 STONE CREEK DR 120 7892 AUTUMN RIDGE AVE 2116 CLOVER CT 1945 ANDREW CT CHANHASSEN, MN 55317- HAMEL, MN 55340- rssAQUAH, WA 98029-7818 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-9354 CHANHASSEN, MN 55317.7419 LONG LAKE, MN 55356- CHANHASSEN, MN 55317-9330 CHANHASSEN, MN 55317-9394 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317. CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-8334 CHANHASSEN, MN 55317-8351 CHANHASSEN, MN 55317-8334 CHANHASSEN, MN 55317.7416 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.8346 CHANHASSEN, MN 55317-9398 CHANHASSEN, MN 55317.9355 CHANHASSEN, MN 55317-9355 CHANHASSEN, MN 55317-8360 CHANHASSEN, MN 55317.9366 CHANHASSEN, MN 55317-7419 CHANHASSEN, MN 55317-9365 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-8340 CHANHASSEN, MN 55317-8340 CHANHASSEN, MN 55317. 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CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-8357 CHANHASSEN, MN 55317-4624 AURORA, CO 80016-6141 CHANHASSEN, MN 55317-8351 CHANHASSEN, MN 55317.7414 CHANHASSEN, MN 55317-8358 CHANHASSEN, MN 55317- 417 STEVENJ&NADIAMJANSON STEVEN L & CINDY M BRODIGAN STEVEN R & JANICE M THOMPSON STEVENW&KARENABROWN STONE CREEK OFFICE GROUP LLC STONE CREEK STUDIOS LLC SUSAN LYNN WALKER SUSAN M ERICKSON SUSAN M GILLMAN SUSAN M MILBRIDGE SUSAN SCHRAD SUSANNE BOGAN SYDNEY MORTON T & J PROPERTIES OF CHANHASSEN TAMERA M BEEHN ER TAO YANG THE NELSON FAMILY TRUST THE PILLSBU RY COMPANY THEODORE A & ANGELA M ELLEFSON THOMASE&JOANNMMEYER THOMAS E WITEK THOMAS IAN MCLEAN POWELL THOMAS JAY THOMAS P & SANDRAJ OPHEIM THOMAS S & PATRICIA t BREMER THOMPSON FAMILY TRUST TIMOTHY A CRAIN JR TIMOTHY NORDBERG TIMOTHY R HOTZER TOMJ&LISALAPKA TOWNHOMES AT CREEKSIDE ASSN TRANG P HA TRENT J MAHR TRUST AGREEMENT OF MARC C DUBINSKY & DAR 2199 BRINKER ST 2159 BRINKER ST 2077 CLOVER CT 7670 PRAIRIE FLOWER BLVD 8156 MALTORY CT 7945 STONE CREEK DR #140 1932 ANDREW CT 2198 BANEBERRY WAY W 2017 BANEBERRY WAY E 2039 CLOVER CT 16752 180TH ST 7757 BUTTERCUP CT 7699 CONEFLOWER CURV S 7935 STONE CREEK DR #150 2022 POPPY DR 2117 BRINKER ST 7630 PRAIRIE FTOWER BLVD PO BOX 1113 7609 WALNUT CURV 1973 ANDREW CT 2130 CLOVER CT 2037 BANEBERRY WAY E 7580 WALNUT CURV 8305 STONE CREEK DR 7551 WALNUT CURV 7419 TULIP CT 1956 ANDREW CT 2126 MAJESTIC WAY 2015 CHICORY WAY 2014 WATERLEAF LN E PO BOX 36 2029 POPPY DR 2065 MA]ESTIC WAY 2013 CLOVER CT CHANHASSEN, MN 55317-9361 CHANHASSEN, MN 55317.9361 CHANHASSEN, MN 55317.8352 CHANHASSEN, MN 55317-8334 CHANHASSEN, MN 55317.8586 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-7409 CHANHASSEN, MN 55317.8338 CHANHASSEN, MN 55317.8360 CHANHASSEN, MN 55317- cARROtt, lA 51401-89s3 CHANHASSEN, MN 55317.8337 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-4610 CHANHASSEN, MN 55317.8346 CHANHASSEN, MN 55317-9361 CHANHASSEN, MN 55317. MTNNEAPOLTS, MN 55440-1113 CHANHASSEN, MN 55317-9395 CHANHASSEN, MN 55317.7409 CHANHASSEN, MN 55317-8353 CHANHASSEN, MN 55317-8360 CHANHASSEN, MN 55317. CHANHASSEN, MN 55317-7417 CHANHASSEN, MN 55317-9394 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-7409 CHANHASSEN, MN 55317.9353 CHANHASSEN, MN 55317.8347 CHANHASSEN, MN 55317-8343 CHANHASSEN, MN 55317-0036 CHANHASSEN, MN 55317- CHANHASSEN, MN 55317-9356 CHANHASSEN, MN 55317. 418 TRUST FOR THE BENEFIT OF JOY M GORRA VESTMENT SERVICES LLC VICTOR D II &CAROLYNRDOYLE VIRGINIA M CURTIS WATNUT GROVE HOMEOWNERS ASSN WALNUT GROVE VILLAS ASSN WATERROCK REAL ESTATE LLC WAYNE R HENDRICKSON WEST METRO AUDIO LLC WILLIAM A & BARBARA E BROWN WILLIAM BURTON WILLIAM K & KRISTINE GUGGEMOS WILLIAM R JACQUES YURI FARBER ZACHARY I KNUTSON 1680 W 78TH ST 7935 STONE CREEK DR #120 7564 WALNUT CURV 7707 CONEFLOWER CURV S 1801 E 79TH ST #21 81OO OLD CEDAR AVE S STE 3OO 7935 STONE CREEK DR STE 1,10 1972 ANDREW CT 23585 YELLOWSTONE TRL 7676 PRAIRIE FLOWER BLVD 1944 CREEKVIEW CT 2165 MAJESTIC WAY 7545 WALNUT CURV 9801 34TH AVE N 7726 BLUEBONNET BLVD CHANHASSEN, MN 55317- CHANHASSEN, MN 55317.4610 CHANHASSEN, MN 55317-9393 CHANHASSEN, MN 5531,7.8358 BLOOMTNGTON, MN 55425-1230 MINNEAPOLIS, MN 55425. CHANHASSEN, MN 55317.4611 CHANHASSEN, MN 55317.7409 EXCELSTOR, MN 55331-2960 CHANHASSEN, MN 55317-8334 CHANHASSEN, MN 55317-7418 CHANHASSEN, MN 55317-9355 CHANHASSEN, MN 55317-9394 MINNEAPOLIS, MN 55441.2466 CHANHASSEN, MN 55317- 419