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HomeMy WebLinkAboutPlanning Commission - 05/11/2026Meeting Agenda Eden Prairie Planning Commission 7 p.m. Monday, May 11, 2026 City Center Council Chambers 8080 Mitchell Road Eden Prairie, MN 55344 ATTENDEES Commission Members: John Kirk, Steve Schumacher, Ed Farr, Robert Taylor, Daniel Grote, Frank Sherwood, Pete Palmisano, Phou Sivilay, Trisha Duncan City Staff: Jeremy Barnhart, City Planner; Carter Schulze, City Engineer; Matt Bourne, Manager of Parks and Natural Resources MEETING AGENDA I. Call the Meeting to Order II. Pledge of Allegiance III. Approval of Agenda IV. Minutes A. Planning Commission meeting held Monday, March 23, 2026 V. Public Hearings A. Prairie Bluff Commons (2025-11) 1. Comprehensive Plan Amendment from Office to Medium Density Residential on 23.59 acres and from Office to Low Density Residential on 4.82 acres 2. Planned Unit Development Concept Plan Review on 28.41 acres 3. Planned Unit Development District Review with Waivers on 28.41 acres 4. Zone Change from Office to RM-6.5 on 23.59 acres and from Office to R1- 9.5 on 4.82 acres PLANNING COMMISSION MEETING AGENDA May 11, 2026 5. Preliminary Plat of 28.41 acres into 166 lots for the townhome units, 16 lots for the single-family units, 9 lots for common open space and 8 outlots 6. Site Plan Review on 23.59 acres VI. Planner’s Reports VII. Members Reports VIII. Adjournment Unapproved Minutes Eden Prairie Planning Commission Meeting 7 p.m. Monday, March 23, 2026 City Center Council Chambers 8080 Mitchell Road Eden Prairie, MN 55344 ATTENDEES Commission Members: John Kirk, Frank Sherwood, Andrew Pieper, Ed Farr, Trisha Duncan, Robert Taylor, Dan Grote, Charles Weber; Phou Sivilay City Staff: Jeremy Barnhart, City Planner; Carter Shulze, City Engineer; Matt Bourne, Parks and Natural Resources Manager; Kristin Harley, Recording Secretary MEETING AGENDA I. Call the Meeting to Order Chair Pieper called the meeting to order at 7 p.m. Commission Members Kirk and Grote were absent. II. Pledge of Allegiance III. Approval of Agenda MOTION: Taylor moved, seconded by Farr, to approve the agenda. Motion carried 6-0. IV. Minutes A. Planning Commission meeting held Monday, March 9, 2026 MOTION: Duncan moved, seconded by Sherwood, to approve the minutes of the Planning Commission Monday, March 9, 2026. Motion carried 6-0. V. Public Hearings A. Prairie Lakes Corporate Center Subdivision (2026-1) • Planned Unit Development Amendment on 13.07 acres • Preliminary Plat on 13.07 acres into two (2) lots • Site Plan Amendment on 13.07 acres Robert Cunningham, of Kraus-Anderson, displayed a PowerPoint and detailed the application. The land was currently owned by Kraus-Anderson on which there were two buildings. The applicant would split the lot between the building PLANNING COMMISSION MEETING MINUTES March 23, 2026 Page 2 that was functional and the building to be demolished, although there were no planned building or site changes in this application. The waivers included a reduction of the parking setback, due to the new property line going through the parking lot; a reduction of the building setback because of this new property line; a reduction of the parking stall ratio to 4 stalls per 1,000 square feet of building; and a reduction of the minimum road frontage to 75 feet to allow for better development opportunities in the future for Lot Two (the north lot). Cunningham displayed the proposed preliminary plat showing the unusual rhombus-shaped building in the southern lot (Lot One). Cunningham displayed the parking exhibit showing the number of parking spaces per lot which met all requirements. Each building had the required utilities installed. Easement access would be maintained and was reciprocal. He displayed the drainage and salt management exhibits and explained any changes to the emergency access/response would have to come back before the commission for approvals. There were hydrants and fire connections provided onsite. Regarding the Shoreland Management, there was a parcel of land owned by the Park District and a parcel of land owned by the City of Eden Prairie between the site and the shoreline of Anderson Lake. The rhombus building was a wedding cake style construction with restrooms and elevators all located to the west, a functionally obsolete structure that the applicant anticipated complete demolition of in the future. Farr recommended the applicant straighten the acute angle to the southwest in splitting the properties which would solve the problem of the street frontage currently requesting a waiver. Cunningham commended the solution and stated he would make that change. Farr asked what would happen to the land on which the building to be demolished currently stood (Lot Two). Cunningham replied there probably should never have been one lot with two buildings on it in the first place, but this was an attempt to rectify the situation. There was no plan for demolition at this time, only concept plans to have the subdivision in place for future development opportunities. This was similar to a site in the Southtown section of Bloomington on which Cunningham had worked. Farr asked for and received confirmation there could be another PUD request in the future. He stated his concern if the lot was split, and a buyer came in, the property line was being drawn prematurely. Cunningham agreed there could be a sale of one or both of the parcels, but each would be subjected to the PUD requirement in any case. Farr agreed, but if one property owner pursued a PUD and the other wished to redraw the property line this could hold up development on the other property. He stated he did not see the advantage of drawing this partition at this point in the development. PLANNING COMMISSION MEETING MINUTES March 23, 2026 Page 3 Barnhart presented the staff report. There were four waivers being requested: the building setback related to the corridor between the two buildings; the parking setback along the west side, which were common in commercial zoning districts; the parking stall ratio setback, which was reduced due to the expectation of shared parking and cross-parking; and the and a reduction of the minimum road frontage to 75 feet to allow for better development opportunities in the future for Lot Two (the north lot). There was no proposed development or site change with this application. It was staff’s recommendation to reduce the frontage even more than was presently being proposed to maximize the available redevelopment space as much as possible on the parcel. The property was currently being used for offices and would have the same use in the future. At minimum a site plan, and likely a PUD Amendment, would be required for future development. . The northern property would likely be developed, and the other, larger development would need a buffer zone. The two future property owners could work together but that was not a requirement. More screening and buffering could facilitate this and there may be some opportunity for shared parking between the two. Staff recommended approval of the site plan, the preliminary plat, and the waivers as presented. Duncan asked if there was a requirement for perimeter drainage and utilities. Barnhart this was a common requirement, but the City did allow parking in easements. Perimeter drainage and easements were not shown here but would be required as part of the final plat. Duncan asked for and received confirmation the Comprehensive Plan did not yet require this conversion of the southern parcel to residential. Duncan echoed Farr’s concern regarding the frontage and asked if the properties needed to be divided now or if the applicant could demolish the building and sell Lot Two as a vacant parcel. Barnhart replied a change from office to any other use would require the Comprehensive Plan Amendment and a full review by the Planning Commission and the City Council. The division site was the most logical due to the non-vital corridor between the two. Duncan replied the parking area was a blank canvas, and some of the islands or divisions could be eliminated more easily than the buildings. She asked if it was possible to start over on the southern side and create a new site plan without worrying about the parking structures. Barnhart replied the prospective owner of the southern lot was not limited to the current parking configuration, but all other setbacks would apply. This site was developed before current parking standards, which would require more islands. PLANNING COMMISSION MEETING MINUTES March 23, 2026 Page 4 Duncan asked if the location of the proposed new property line was to have a larger southern property. Barnhart replied there were some contractual requirements regarding each lot, and the division was intended to ensure that both parcels could function if one or the other parcels were redeveloped. Staff and the applicant did not want to create problems from a parking perspective later. Duncan stated she understood but agreed with Farr’s proposed division. Taylor asked for and received confirmation the division was to give the owner the flexibility to sell one or both of the properties rather than buy and develop the entire site. Farr stated he assumed the demolition would trigger damage to the parking lot and stormwater requirement. Schulze replied such demolition typically did not cause his office to issue land alteration for the building itself. Farr asked for and received confirmation that if the new south property owner came back with an application, it would not require the presence or agreement of the north property owner. Farr expressed concern the potential new owner could sell off more of the north property without a review. Barnhart replied that was not the case; the north property owner would have access to a boundary adjustment review process before the proposal was brought again before the commission. Farr asked for and received confirmation that with the proposed boundary, which eliminated a turnaround, there would still be access to both properties. Barnhart stated both parties would have to agree to amend the cross-parking and access easement agreement. Duncan asked if, in order to meet the parking requirements presently there, the new building would have to remain the same size or less. Barnhart replied he did not have the precise calculation, but a new smaller building might require more parking due to the ratio. However, in either case the parking would be sufficient, four stalls per thousand. Duncan asked for and received confirmation the waivers were based on the size of the two buildings. Barnhart reminded the commission there would be no changes to the site or either building. Access and cross access parking easements would be needed. Farr asked if the PUD Amendment could be omitted from the motion, or if the commission could insist upon the preliminary plat remaining preliminary. Barnhart replied no to the first suggestion as there is an existing PUD, and stated a final plat was required for any sale, s the final plat created the lot. Farr suggested using the preliminary plat approval as a tool the applicant could use to go to market, then request final plat before an actual sale. Barnhart replied this would be up to the applicant. MOTION: Taylor moved, seconded by Duncan, to close the public hearing. PLANNING COMMISSION MEETING MINUTES March 23, 2026 Page 5 Motion carried 6-0. Farr asked if the applicant planned to come back with a final plat request as was the usual procedure, and Cunningham affirmed. Farr then asked if the final plat request could be delayed until there was a buyer for the land with a site plan from the purchaser. Cunningham replied he could not pursue refinancing and marketing the component with only a preliminary plat. Farr asked if Cunningham understood the potential risk to the north parcel owner, and Cunningham stated the intention with the proposed division was to allow each building could stand on its own. Each owner had some level of control and there was a protective mechanism in place with a mutual agreement and shared easement. Barnhart stated the City Council would review the final plan, and staffs recommendation is based on whether the standards of the development agreement were met and the final plat is consistent with the preliminary plat. The Planning Commission would not see or review the final plat. Duncan asked for and received confirmation the site could be replatted by the new owners. Pieper noted there did seem to have protections in place for the prospective new owner. Sivilay stated he initially understood Farr’s and Duncan’s concerns, but had faith in the City Council’s oversight. MOTION: Taylor moved, seconded by Sherwood, to recommend approval for the Planned Unit Development Amendment on 13.07 acres; Preliminary Plat on 13.07 acres into two (2) lots; and Site Plan Amendment on 13.07 acres recommended by staff as represented in the March 23, 2026 staff report Motion carried 5-1 with one nay vote (Farr). VI. Reports A. Planners report Barnhart announced this was Commission Chair Pieper’s final public hearing. Pieper had served on the Planning Commission for 12 years, 10 of them as chair. This would also be Weber’s last meeting as well. Pieper thanked Barnhart and the commission for their work and congratulated Duncan on her role as Commission Chair. B. Members’ reports VII. Adjournment MOTION: Pieper moved, seconded by Pieper, to adjourn the meeting. Motion carried 6-0. Chair Pieper adjourned the meeting at 7:50 p.m. Planning Commission Report Date: May 11, 2026 Location: 14800 Charlson Road and undeveloped parcel to the northwest Subject: Prairie Bluff Commons From: Beth Novak-Krebs, Senior Planner Applicant: U.S. Home LLC (Lennar) Review period expires: August 3, 2026 ITEM DESCRIPTION The applicant is requesting approval to redevelop the property at 14800 Charlson Road and the unaddressed vacant parcel to its northwest. Together the parcels total 28.41 acres. The property at 14800 Charlson Drive is 16.74 acres and there has been an office building on the property for nearly 20 years. Today, the building is vacant, and the applicant is proposing to redevelop the site with 90 owner-occupied townhomes and 16 single-family lots. The parcel to the northwest is 11.67 acres and currently undeveloped. The applicant is proposing to develop 76 owner- occupied townhomes on that parcel. There will be a total of 182 units. REQUESTED ACTIONS • Comprehensive Plan Amendment from Office to Medium Density Residential on 23.59 acres and from Office to Low Density Residential on 4.82 acres • Planned Unit Development Concept Plan Review on 28.41 acres • Planned Unit Development District Review with Waivers on 28.41 acres • Zoning Change from Office to RM-6.5 on 23.59 acres and from Office to R1-9.5 on 4.82 acres • Preliminary Plat of 28.41 acres into 166 lots for the townhome units, 16 lots for the single-family units, 9 lots for common open space and 8 outlots • Site Plan Review on 23.59 acres BACKGROUND Both parcels are located in the northwest corner of the intersection of Flying Cloud Drive and Charlson Road. The parcel at 14800 Charlson Road is much higher in elevation than Flying Cloud Drive, and there are views of the Minnesota River Valley along the south property line. Surrounding land uses include an office building and the airport to the north, an office building to the east, residential to the west (Hennepin Village) and residential and conservation land to the south. Staff Report – Prairie Bluff Commons May 11, 2026 Page 2 COMPREHENSIVE PLAN AMENDMENT AND ZONING The entire 28.41-acre property is currently guided Office in the Aspire 2040 Plan. The applicant is proposing a Comprehensive Plan Amendment to reguide 4.82 acres of the property to Low Density Residential (0.1-5 units per acre) for single- family homes and 23.59 acres of the property to Medium Density Residential (5-14 units per acre) for the townhomes. The Comprehensive Plan Amendment requires approval by the Metropolitan Council and staff will submit an application after the 1st reading before City Council. The Comprehensive Plan Amendment reduces the acreage identified as Office use. With the decline in the office sector, the switch to residential is a shift that provides needed housing. The adjacent land uses include residential (Hennepin Village), office, airport, and conservation lands. The character of the neighborhood will change from an office building and a vacant parcel with a small paved parking lot to residential. The applicant is proposing significant landscape buffering along Liatris Lane and Charlson Road and the proposal includes green spaces throughout the neighborhood. The environmental impacts are minimal given that the southeast parcel is already developed, and the northwest parcel was altered by grading activities to build the current stormwater management facilities in the early 2000’s. City sanitary sewer, water, and storm sewer are located nearby and capable of serving this property. The proposed development consists of 182 residential units, including 166 townhomes and 16 single-family villas, replacing an existing vacant parcel and an unoccupied 140,000-square-foot office building. The original site condition (assuming a fully occupied office building) generated comparable daily traffic (1,096 daily trips) to the proposed use, while the new Prairie Bluff Commons development is estimated to generate 1,282 daily trips (91 a.m. peak and 102 p.m. peak). With the assumption that the majority of the traffic will use the access point onto Charlson Road, this should lessen the impact on Liatris Lane. The entire property is currently zoned Office. The applicant is proposing a zoning change to R1- 9.5 for the single-family homes, which is consistent with the proposed Low Density Residential guiding and to RM-6.5 for the townhomes, which is consistent with the proposed Medium Density Residential guiding. The RM-6.5 Zoning District allows attached dwelling units. Project Site Staff Report – Prairie Bluff Commons May 11, 2026 Page 3 AGENCY OR MUNICIPALITY COMMENTS As part of the Comprehensive Plan Amendment process, information on the project was sent to adjacent cities, the School District, the watershed district, the DNR, Three Rivers, MAC and area Transportation agencies. No comments requiring modifications were received. The overall density of this proposal is 6.4 units per acre. The portion of Hennepin Village east of Spring Road and south of Charlson has an overall density of 5.9 units per acre. SITE PLAN The existing office building and associated infrastructure on the southeast parcel will be demolished. The plan for the southeast portion of the property includes 16 single-family lots and 90 townhomes. The single-family lots are located along the south property line taking advantage of the views of the Minnesota River Valley. The proposed location of the single-family homes is between 20 and 55 feet in elevation above Flying Cloud Drive overlooking the river. At the west end of the single-family homes, an overlook is proposed as an amenity for neighborhood residents. The 90 townhome units are located between the single-family homes and the office building to the north. Existing and proposed stormwater management facilities will be located along the west side of the parcel. The undeveloped parcel to the northwest is proposed to include 76 townhome units. The proposal includes stormwater management along the south side of the parcel and townhomes on the northern 2/3 of the parcel. The existing parking lot in the northeast corner will be removed. Staff Report – Prairie Bluff Commons May 11, 2026 Page 4 All the townhomes are arranged in buildings containing 4 or 6 units. The overall plan includes 13 buildings with 4 units each and 19 buildings with 6 units each for a total of 32 buildings and 166 townhome units. Each unit will have a 2-stall garage that will face inward toward the private drive. Common open space surrounds the buildings. In addition to the overlook on the west end of the single-family lots, the plan includes a central privately owned and maintained park space with amenities. More details are covered under the section on Usable Open Space Additionally, the proposed project includes numerous trails with connections to Hennepin Village, the Prairie Bluff Conservation Area and Charlson Road and Liatris Lane. PRELIMINARY PLAT The applicant is proposing a preliminary plat for the entire 28.41 acres. The plat includes 1 lot for each townhome unit for a total of 166 lots, 1 lot for the common space around each grouping of townhomes for a total of 9 lots, and 16 lots for the single-family homes. The plat also includes 4 outlots for stormwater management, 2 outlots for the private streets and 2 outlots for usable open space. The applicant is proposing to dedicate outlots A and D to the City for stormwater management because they collect runoff from public infrastructure. The remaining outlots will be owned and maintained by the homeowner’s association. PLANNED UNIT DEVELOPMENT WAIVERS The purpose of a Planned Unit Development (PUD) as stated in the City Code is to provide for a more creative and efficient approach to the use of land within the City; to allow variety in the types of environment available to people and distribution of overall density of population and intensity of land use where desirable and feasible; and provide for greater creativity and flexibility in environmental design. Single-family Residential • Minimum Lot Size in R1-9.5– City Code requires a minimum lot size of 9,500 square feet in the R1-9.5 Zoning District. As proposed, the lots range in size from 6,382 square feet to 6,796 square feet. The reduced lot sizes for the single family home supports the provision of the overlook parcel, benefitting the neighborhood and are consistent with this type of development. • Minimum Lot Width in R1-9.5 – City Code requires a minimum lot width of 70 feet in the R1-9.5 Zoning District. As proposed, the single-family lots are between 50 and 58 feet wide. The applicant is requesting a waiver for narrower lots. The proposed lot width provides enough space for the unit types being proposed. The narrower lot width provides enough space for an overlook at the west end of the single-family homes that is accessible to the entire neighborhood and provides a trail connection to the conservation area. Two recently approved plats (Lotus Villas and Enclave) have similar lot widths Townhomes • Minimum Lot Size in RM-6.5 – City Code requires a minimum lot size for the individual units of 3,000 square feet in the RM-6.5 Zoning District. As proposed, the lot sizes for the townhomes are either 1,925 square feet or 2,310 square feet. The applicant is requesting Staff Report – Prairie Bluff Commons May 11, 2026 Page 5 approval of a waiver for smaller lot sizes. The proposed lot sizes provide enough space for the unit types being proposed and there is common open space surrounding each of the buildings. The common open space around the buildings provides additional open space in the development. While in common ownership, this open space, separated by an invisible property line, provides for more of an open feel and provides separation of structures. The waiver requests for minimum lot size and lot depth for the townhomes is similar to the Kinsley townhomes built by Pulte Homes. • Minimum Lot Depth in RM-6.5 – City Code requires a minimum lot depth of 100 feet for lots in the RM-6.5 Zoning District. As proposed, the townhome lots are 77 feet deep and the applicant is requesting a waiver. The proposed lot depth provides enough space for the unit types being proposed and there is common open space surrounding the buildings. It is typical for the individual lots in attached townhome developments to be large enough to accommodate the unit with common space beyond. This open space gives the perception of additional lot depth while meeting the goals of the ordinance. • Maximum Gross Density in RM-6.5- City Code allows a maximum density of 6.7 units per acre in the RM-6.5 zoning district. The applicant is requesting a waiver to allow a density of 7.0 units per acre for the townhomes. The density is comparable to the densities of other multifamily developments in the neighborhood. The design of the neighborhood includes stormwater management areas providing a wide space between the units and the adjacent residential development. There is generous usable and passive open space area being provided, and there is screening along Liatris Lane, Charlson Road and between the office building and the units. These elements of the neighborhood plus landscaping and tree replacement that exceeds the requirements help off-set the waiver requests. The townhome buildings and single-family homes comply with the required 30-foot setback from a public street (Liatris Lane and Charlson Drive). The applicant is proposing that the townhome buildings have not less than 22-foot from the back of the curb to the building along the private street and the single-family homes have not less than 20 feet from the back of the curb to the buildings along the private street. This is compliant with City Code as setbacks are applied and measured from public streets. Staff supports these distances from the private street because they provide enough room for a car to park in the driveway. ACCESS AND STREET CONNECTIONS The parcels have access from Charlson Road and Liatris Lane. Internal streets are private, including a 26-foot wide central east/west road linking Liatris and Charlson. In most cases, there are multiple ways to access a townhome once inside the neighborhood, which is advantageous for emergency vehicles. TRAFFIC STUDY A Traffic Study was prepared for this project and this paragraph summarizes the finding of study. The proposed development consists of 182 residential units, including 166 townhomes and 16 single-family villas, replacing an existing vacant parcel and an unoccupied 140,000-square-foot office building. The original site condition (assuming a fully occupied office building) generated comparable daily traffic (1,096 daily trips) to the proposed use, while the new Prairie Bluff Commons development is estimated to generate 1,282 daily trips (91 a.m. peak and 102 p.m. peak). Approximately 30% of the trips are expected to enter and exit the proposed development Staff Report – Prairie Bluff Commons May 11, 2026 Page 6 from the Liatris Lane connection, while 70% are expected to utilize the easterly connection to Charlson Road. This level of traffic is not anticipated to negatively impact adjacent roadway capacity, and all study intersections including Flying Cloud Drive and Charlson Road are expected to continue operating at an acceptable Level of Service B or better with minimal delay. The study indicates there are no significant existing safety concerns, with only 11 crashes reported over a five-year period and no patterns of recurring issues. Overall, the findings suggest that the surrounding roadway network can adequately accommodate the proposed residential development without the need for major improvements. PARKING The parking requirements for the single-family homes (villas) is 2 stalls/dwelling unit with at least one stall covered. Each of the single-family homes exceed the minimum requirement by having a 2-car garage and additional parking in the driveway. The townhomes require 2 stalls/dwelling unit and ½ of the required spaces must be covered. The townhomes exceed these requirements. The applicant is proposing 59 visitor parking stalls in various locations throughout the development. With 2 car garages, 2 parking stalls in each driveway plus 59 visitor stalls, the townhome portion of the development provides 4.4 parking stalls per unit. The width of the private drives are proposed at 26 feet. On-street parking may be allowed on one side of the private drives except for certain areas where no on-street would be allowed for fire truck access. DENSITY The proposed development has an overall density of 6.4 units per acre. The density of the single- family portion of the neighborhood is 3.3 units per acre, which is consistent with the proposed guiding of Low-Density Residential allowing 0.1 – 5 units per acre. The townhome portion of the development has an overall density of 7.0 units per acre, which is consistent with the proposed guiding of Medium Density Residential allowing 5 - 14 units per acre. In the RM-6.5 Zoning District, City Code allows a maximum density of 6.7 units per acre. The developer is requesting a waiver to increase the density from 6.7 units per acre to 7.0 units per acre. This is comparable to the part of Hennepin Village that is most adjacent to the proposed neighborhood (east of Spring Road and south of Charlson), which is 5.9 units per acre. Development Name Number of Units Acres Density Units/acre Prairie Bluff Commons Single-family 16 4.82 3.3 Townhomes 166 23.59 7.0 Total 182 28.41 6.4 Hennepin Village East Large Lot Single-family 40 14 2.8 Small Lot Single-Family and Multifamily 449 68 6.6 Total 489 82 5.9 Staff Report – Prairie Bluff Commons May 11, 2026 Page 7 SIDEWALKS AND TRAILS The proposed project is well served by existing trails. There is an existing 8-foot wide bituminous trail on the south side of Charlson Road for the entire length of the street. This public trail connects to the trail in the Prairie Bluff Conservation Area and the trail along Flying Cloud Drive. There is also an existing 8-foot wide bituminous trail on the east side of Liatris Lane from Charlson Road to Junegrass Lane. This public trail provides access between Hennepin Village and the trail along Charlson Road. The proposed project includes a combination of a sidewalk and a trial along the east/west street running between Liatris and Charlson. In addition, a trail will be connected to Hennepin Village and a trail will run along the west side of the southeast parcel to the trail in the Prairie Bluff Conservancy area at the overlook. BUILDING ARCHITECTURE AND MATERIALS The single-family homes are proposed as one-story with basements. These 2 to 3-bedroom homes will range in size from 1,557 square feet to 3,274 square feet and will include a 2-car garage. The townhomes are proposed as two-story and range in size from 1,719 square feet to 1,777 square feet. Each unit will have 3 bedrooms and 2-car garages. The townhomes are arranged in groups of 4 and 6 units attached. Staff Report – Prairie Bluff Commons May 11, 2026 Page 8 Lennar Homes provides a variety of styles for the single-family homes and the townhome buildings. For both the townhomes and single-family homes, Lennar Homes include varying amounts of stone on front facades and siding materials consist of lap siding, shakes, or board and batten. Other architectural features available on selected facades include columns, gables, shutters, accentuated window trim and fascia, and decorative roof brackets and cornices. Lennar’s design team will carefully plan the color packages of each home to avoid monotony and to ensure a visually appealing streetscape. The ends of the townhome buildings that face public or private streets have additional architectural interest such as additional windows, stone, varying siding styles, and varying colors. The back side of the townhomes, have some horizontal variation in the siding styles and trim as seen in the example units below. Staff recommends color variations as well on the back side. All these architectural details create a high-quality design, supporting the Eden Prairie design guidelines. Staff Report – Prairie Bluff Commons May 11, 2026 Page 9 The applicant is proposing vinyl siding. There are no building material requirements in the RM- 6.5 and R1-9.5 zoning districts. However, staff recommends the use of a heavy grade of vinyl siding, similar to the Kinsley project, which offers better durability, impact resistance, and rigidity against wind and tends to retain its look longer than a lower grade vinyl. USABLE OPEN SPACE The townhome portions of the development require 150 square feet of usable open space per dwelling unit. There are a total of 166 townhomes in the development, which requires 24,900 square feet of usable open space. The proposal provides one outlot adjacent to the single-family portion of the development for usable open space for all residents of the neighborhood. The 6,700 square foot lot overlooks the Minnesota River Valley and will include trees, a gazebo, benches, and a regional trail connection to the Prairie Bluff Conservation Area. The applicant is also proposing a more centrally located usable open space of approximately 55,000 square feet. The space will provide a dog park, playground, open field play area, picnic Staff Report – Prairie Bluff Commons May 11, 2026 Page 10 tables, grilling area, benches, and a trail connection to Hennepin Village and to the conservancy area. In total, the project includes 61,700 square feet of usable open space, which exceeds the 24,900 square foot requirement. STEEP SLOPE PERMIT There are some steep slopes on the property, mostly associated with the existing stormwater management areas. Any potential impacts to the steep slopes have been reviewed and addressed with this project. DRAINAGE/STORMWATER MANAGEMENT The Development’s stormwater will be treated by two privately maintained permanent ponds, meeting established Best Management Practices. The westerly portion will be treated by an infiltration basin abutting Liatris Lane while the eastern portion is directed to an infiltration basin north of the existing City pond. UTILITIES There are public water and sanitary sewer mains under Charlson Road and Liatris Lane. The utilities within the project will be private, but the private lines connect into the overall public system so drainage and utility easements over the private lines will be required. All of outlots C and E, which are the private streets, have drainage and utility easements over the outlots. TREE LOSS AND GRADING The southeast parcel has some existing trees along the ravine and along Charlson Road with the remainder of the lot covered by the building and parking. Most of the existing trees help establish a buffer along Charlson Road and will be saved, to be supplemented with additional deciduous and evergreen trees and shrubs along Charlson Road. Many of the trees along the ravine will be saved as they will not be impacted by grading activities. The northwest parcel has some existing canopy and evergreen trees around the existing parking lot on the parcel. These trees will be removed due to grading activities and construction of the townhomes. The applicant is proposing a landscape buffer with a mixture of trees and shrubs along Charlson Road and Liatris Lane. There are some existing trees in the southern portion of the site near the existing stormwater management facilities. Many of these trees will remain. The following cross sections illustrate the elevation differences between adjacent uses and this project. It also shows that the existing trees provide a buffer. Staff Report – Prairie Bluff Commons May 11, 2026 Page 11 LANDSCAPING AND TREE REPLACEMENT PLAN The townhome portion of the development requires 906 caliper inches of landscaping, and the plan provides 1,075 caliper inches. The project includes trees in the green spaces, trees for screening along the roads and between land uses and trees along the private streets. In addition to the trees and shrubs throughout the overall development, the project includes landscape plans for each of the townhome buildings. The plans include foundation plantings around each building to enhance the overall planting in the neighborhood. The foundation plantings include a mix of deciduous and evergreen shrubs, perennials and ornamental grasses that provide a transition from the structure to the yard. The landscaping plan reflects shrubs and perennials with a variety of flower colors that bloom during the spring and summer. The tree replacement requirement is 332 caliper inches. The plan includes 362 caliper inches. The replacement trees are located in the rear yards of the buildings, in green spaces, and along the streets. The landscaping and tree replacement exceed the requirements. TREE REPLACEMENT PHASING The tree replacement for the single-family lots will occur after the homes have been built to prevent damage to the trees during construction. There are significant landscape buffers along Liatris Lane and Charlson Road. The development agreement will include provisions to install landscaping in these areas with the first phase of Staff Report – Prairie Bluff Commons May 11, 2026 Page 12 the development. This allows the buffers to get established while the other phases are being constructed. INCLUSIONARY HOUSING Lennar will be providing Inclusionary Housing in accordance with City standards. Prairie Bluff Commons will be an owner-occupied community. Based on City Code, Lennar must provide 10% of dwelling units affordable to households at or below 115% of Area Median Income (AMI). Based on this, 17 of the 166 total townhomes will be sold under the Inclusionary Housing provision. The development agreement will specify these requirements and methodology. SUSTAINABILITY All homes in the Prairie Bluff Commons community will provide an EV-Ready Garage which includes one 40-ampere, 208/240-volt dedicated branch circuit; circuit will terminate in a receptacle, junction box, or an EV charger located in close proximity to parking space; branch circuit will be identified as EV-Ready in the service panel or subpanel directory, and termination location will be marked as EV-Ready. The villa homes in Prairie Bluff Commons will be built to IRC solar-ready standard which will make it feasible to install rooftop solar panels at a future date should an individual owner choose to do so. The owner-occupied townhomes will not be designed for the future installation of solar panel arrays as the individual townhomes lack the required 150 sq ft of contiguous space to accommodate solar infrastructure given the presence of gables and various vents on the rooftop. The exterior of the townhomes are maintained by the HOA which would make maintenance, repair, and replacement problematic if certain units contained solar panels and others did not. The Sustainability Coordinator supports the requested modification to the Sustainable Building Standards on the solar-ready piece for the townhomes. HISTORIC/ARCHEOLOGICAL FEATURES AND/OR STRUCTURES The property is located within the Cultural Resources Buffer Area. This area has a high archeological potential. In 1997, Loucks & Associates, Inc. prepared a Phase I Archeological Reconnaissance Survey of a Proposed Development Area in T116N, R22W, Portions of Sections 21, 28, and 29 in Eden Prairie. The survey included 250 acres on the west side of Spring Road and 250 acres on the east side of Spring Road, which included the subject properties. The survey identified one burial mound, which was authenticated by the Office of the State Archeologist. The mound is located near Hennepin Village and protected on property owned by the City of Eden Prairie. Although the survey did not recommend further investigation for any of the other sites surveyed on east side of Spring Road, it is important to be aware of the possibility of encountering some historic artifacts during excavation. The Development Agreement will include language to address this possibility. PARK FEES The applicant is responsible for paying cash park fees for each of the units with each building permit application. The amount due will be based on the appropriate fee at the time each building permit application is issued. When the existing office building at 14800 Charlson was constructed in 2005, cash park fees in the amount of $125,550 were paid. The amount paid in 2005 will be applied as a credit. The details will be covered in the Development Agreement. Staff Report – Prairie Bluff Commons May 11, 2026 Page 13 AIRPORT The property is located approximately 600 feet south of the airport property. The property is located within Safety Zone C as designated in the Flying Cloud Airport Zoning Ordinance adopted by the Flying Cloud Airport Joint Airport Zoning Board (JAZB) on April 10, 2019. The allowable construction height limits of the JAZB far exceed the proposed structure heights and the construction equipment heights of this project, but the applicant will be required to submit information documenting that an Airport Zoning Permit is not necessary. The property is also located within the airport buffer zone requiring noise attenuation. The Development Agreement will address disclosure of information regarding Flying Cloud Airport, interior noise mitigation, and the airport zoning permit. SIGNS For each sign which requires a permit under Eden Prairie City Code Section 11.70, Developer must obtain a sign permit from the City. No signs are requested at this time. LIGHTING The applicant is proposing street lights along the private streets. These lights will be private, and the applicant must work with Minnesota Valley Electric Cooperative on spacing and photometrics. The maintenance of the lighting will be the responsibility of the Homeowner’s Association. PROJECT PHASING The developer anticipates beginning grading activities in the Summer of 2026 with utility/street construction getting started late in the Summer of 2026. The overall project will likely be developed in 2 or 3 phases. Lennar estimates full occupancy of the community in approximately 5 to 6 years from the date sales begins. NEIGHBORHOOD MEETING AND RESIDENT INPUT The applicant held a neighborhood meeting on April 8, 2026. Approximately 9 people attended. The attendees were curious about the project including price points, timeline, trail access, and parks and open space. The applicant reported that residents were pleased to know there will be a secondary access point, connecting trials, tot lot and open space. There was some concern about traffic on Liatris Lane. The Hennepin Village Homeowners Association submitted a letter with comments about the project. The letter is attached for reference. STAFF RECOMMENDATION Staff recommends approval of the following requests: • Comprehensive Plan Amendment from Office to Medium Density Residential on 23.59 acres and from Office to Low Density Residential on 4.82 acres • Planned Unit Development Concept Plan Review on 28.41 acres • Planned Unit Development District Review with Waivers on 28.41 acres • Zoning Change from Office to RM-6.5 on 23.59 acres and from Office to R1-9.5 on 4.82 acres • Preliminary Plat of 28.41 acres into 166 lots for townhome units, 16 lots for single-family units, 9 lots for common open space and 8 outlots Staff Report – Prairie Bluff Commons May 11, 2026 Page 14 • Site Plan Review on 23.59 acres CONDITIONS OF APPROVAL This is based on plans dated April 22, 2026 and the following conditions: 1. Prior to the 1st reading by the City Council, the applicant must: A. Provide a photometric plan. B. Revise the Snow Storage Markup sheet to match the most current site plan. C. Provide a building material board including a sample of the grade of vinyl siding being proposed. D. Revise the building elevations to include the building material. E. Provide a rendering of the back side of a representative townhome building. F. Under the Inspections section of the Prairie Bluff SWPPP, change StormPro to PermiTrack because the City uses PermiTrack. 2. Prior to release of the final plat, the applicant must: A. Provide a Cross Access and Utility Easement over the private shared drive between the office building to the north and the townhomes and infrastructure located on the Property that provides cross access and utility access between outlot B of Eden Bluff Highlands 2nd Addition and proposed outlot C of the Property. B. Tender a warranty deed for the outlot(s). C. Obtain approval to vacate easements. D. Provide utility easements. E. Pay connection fees. F. Submit a bond, letter of credit, or cash deposit (“security”) that guarantees completion of all public improvements equivalent to 125% of the cost of the improvements. G. Provide copies of legal documents, either in Association format or private covenant and agreement format to be approved by the City that shall address the following: • Describe the long term private maintenance or replacement agreement for the retaining walls. • Insertion of language in the documents that relinquishes the City of Eden Prairie from maintenance or replacement of the retaining walls. 3. Prior to land alteration permit issuance, the applicant must: A. Obtain permits and approvals from other agencies as needed. B. Comply with all terms and conditions of Steep Slope Permit. C. Obtain City approval of a final grading and drainage plan for the property. D. Submit construction plans and project specifications for public infrastructure for review and approval by the City Engineer. E. Submit detailed utility and erosion control plans for review and approval by the City Engineer. F. Obtain and provide documentation of Watershed District approval. G. Notify the City and Watershed District 48 hours in advance of grading. Staff Report – Prairie Bluff Commons May 11, 2026 Page 15 H. Provide a construction grading limits and tree protection plan for review and approval by the City. I. Install erosion control at the grading limits of the property for review and approval by the City. J. Install fencing at the construction grading limits and tree protection areas as shown on the approved plans. K. Submit and receive written approval of an executed landscape agreement. L. Submit a landscaping letter of credit or escrow equivalent to 150% of the cost of the landscaping. M. Obtain written approval of a Wrecking Permit for the removal of building on the property. N. Obtain a building permit for retaining wall construction from the City for any retaining walls greater than four feet in height. O. Submit a land alteration bond, letter of credit, or escrow surety equivalent to 125% of the cost of the land alteration. P. Obtain an Airport Permit from the City that complies with the Joint Airport Zoning Ordinance. Q. Provide proof that the Inspection and Maintenance Agreement for Private Stormwater Facilities has been recorded. 4. Prior to building permit issuance for the property, the applicant must: A. Provide proof that the Cross Access, Parking, and Utility Easement has been recorded. B. Provide proof that the deed has been recorded. C. Pay the appropriate cash park fees. D. Provide recorded copies of any private covenants and agreements to the City following recording of the final plat. 5. The following waivers are granted through the PUD for the project as indicated in the plans dated April 22, 2026. Single-family Residential A. Minimum Lot Size in R1-9.5 – City Code requires a minimum lot size of 9,500 square feet in the R1-9.5 Zoning District. As proposed, the lot sizes range in size from 6,382 square feet to 6,796 square feet. The waiver allows all lots, which are proposed to be zoned R1-9.5, to be less than 9,500 square feet as shown on the plans. B. Minimum Lot Width in R1-9.5 – City Code requires a minimum lot width of 70 feet in the R1-9.5 Zoning District. As proposed, the single-family lots are between 50 and 58 feet wide. The waiver allows all lots proposed to be zoned R1-9.5 to be narrower lots as shown on the plans. Townhomes C. Minimum Lot Size in RM-6.5 – City Code requires a minimum lot size for the individual units of 3,000 square feet in the RM-6.5 Zoning District. As proposed, the lot sizes for the townhomes are either 1,925 square feet or 2,310 square feet. The applicant is requesting waiver allows all townhome lots to be smaller as shown on the plans. Staff Report – Prairie Bluff Commons May 11, 2026 Page 16 D. Minimum Lot Depth in RM-6.5 – City Code requires a minimum lot depth of 100 feet for lots in the RM-6.5 Zoning District. As proposed, the townhome lots are 77 feet deep and the applicant is requesting a waiver which allows all townhome lots to be 77 feet deep. E. Maximum Gross Density in RM-6.5- City Code allows a maximum density of 6.7 units per acre in the RM-6.5 zoning district. The requested waiver allows a density of 7.0 units per acre for the townhomes. 6. Prior to issuance of an Occupancy Permit, the applicant must: A. Construct the retaining wall(s) in accordance with the terms of the permit and terms and conditions of Exhibit C. B. Complete implementation of the lighting plan in Exhibit B. C. Complete construction of mechanical equipment screening. D. Provide EV-Ready Garage which includes one 40-ampere, 208/240-volt dedicated branch circuit; circuit will terminate in a receptacle, junction box, or an EV charger. Build Villa homes to IRC solar-ready standard E. Complete implementation of the approved exterior materials and colors plan. F. Install all the features that are intended to meet the Usable Open Space requirement. NARRATIVE: Prairie Bluff Commons - Townhome & Villa Residential Community U.S. Home, LLC, dba Lennar, is pleased to submit this application for a proposed townhomes and villa community composed of 166 townhomes and 16 villas. Existing Conditions The property is located on the site of the vacant CH Robinson building (14800 Charlson Road) and vacant parcel northwest of the intersection of Flying Cloud Drive and Charlson Road. The site is 28.4 gross acres in size and is composed mostly of an office building, parking lot, and vacant parcel previously intended for office use with three existing stormwater ponds. The site is currently guided Office, zoned OFC – Office, and is located in Airport Safety Zone C. Guided Land Uses and (current use of land) surrounding the subject property include: • North – Guided Office and Airport (CH Robinson Offices, Flying Cloud Airport); • West – Guided Medium Density Residential (attached & detached townhome community) • South – Guided Parks & Open Space (Prairie Bluff Conservation Area, Grass Lake, MN River); • East – Guided Office (CH Robinson Offices). Description of Requests Lennar is requesting a Rezoning of the subject property from OFC-Office to a mix of RM-6.5 Multi-Family and R1-9.5 One Family with a PUD overlay; a Comprehensive Plan Amendment to reguide the Villa area of the property from Office to Low Density Residential and the Townhome area from Office to Medium Density Residential; and Preliminary Plat applications; as well as Site Plan approval for the Townhome portions of the proposed neighborhood. Proposed Homes and Architecture Prairie Bluff Commons consists of townhomes and villa homes. Lennar homes include varying amounts of stone on front facades and siding materials consist of lap siding, shakes, or board and batten. Other architectural features available on selected facades include columns, gables, shutters, accentuated window trim and fascia, and decorative roof brackets and cornices. Architectural renderings are included with this submittal. Lennar’s design team will carefully plan the color packages of each home to avoid monotony and to ensure a visually appealing streetscape. Liberty townhomes 55-foot Villa lots Bedrooms 3 2 to 3 Home Sq Ft (finished) 1.719 to 1,777 1,557 to 3,274 Garage Stalls 2 2 Garage Sq Ft 428 470 to 550 Average Starting Price $435,000 $575,000 Home Count 166 16 182 Electric Vehicle-Ready Garage All homes in the Prairie Bluff Commons community will provide an EV-Ready Garage which includes one 40-ampere, 208/240-volt dedicated branch circuit; circuit will terminate in a receptacle, junction box, or an EV charger located in close proximity to parking space; branch circuit will be identified as EV-Ready in the service panel or subpanel directory, and termination location will be marked as EV-Ready. Solar-Ready Rooftop The villa homes in Prairie Bluff Commons will be built to IRC solar-ready standard which will make it feasible to install rooftop solar panels at a future date should an individual owner choose to do so. The owner-occupied townhomes will not be designed for the future installation of solar panel arrays as the individual townhomes lack the required 150 sq ft of contiguous space to accommodate solar infrastructure given the presence of gables and various vents on the rooftop. The exterior of the townhomes are maintained by the HOA which would make maintenance, repair, and replacement problematic if certain units contained solar panels and others did not. It is also likely that installation of solar would void the owner’s rooftop warranty. Lennar homes include: Ring Video Doorbell Pro: Answer the door from anywhere with your smartphone and receive mobile alerts when front door visitors ring the bell or motion is detected. Ring Alarm Security Kit: Stay alert with an alarm system that can provide 24/7 professional monitoring and sends alarm notifications to your smartphone when doors or windows open and motion is detected. Resideo’s Honeywell Home T6 Pro Z-Wave: Heat and cool your home remotely or use the location- based control feature for maximum comfort and flexibility. Lower your monthly energy costs through a programable custom scheduling feature. Moen® Eco-Performance: Reduce water use by 30% w/kitchen & bath faucets certified by WaterSense®. ENERGY STAR® appliances: Use 50% less energy w/ refrigerators, microwaves & dishwashers. LED lightbulbs: Reduce utility costs w/LED bulbs that use 90% less energy and a lifespan of 60,000 hours. Energy-efficient washer and dryer: Save water and reduce energy with load-sensing adaptive fill feature that determines how much water is needed to wash a load and moisture sensors that turn the dryer off when clothes are dry. Ferguson® WaterSense® Commodes: Flush w/ 20% less water, conserve up to 13,000 gallons of water/year. Low-E Windows: Keep heat out of your home during the summer and energy from your heater in your home during the winter. Airport Zone Noise Attenuation The proposed homes will include window glazing which will provide noise attenuation to interior decibel levels that meet City standards. All homebuyers in the Prairie Bluff Commons will be required to sign a disclosure document stating there is an airport in very close proximity to the subject property. Infrastructure Prairie Bluff Commons is located on the site of an existing office building and a vacant parcel adjacent to an existing residential community, as a result, infrastructure is readily available for extension to serve this development. Access for the community will be provided through existing private drives serving the site via Charlson Road and a new access point made at Liatris Lane. The neighborhood will be served by private streets with a curb-to-curb street width of 26 feet. Two stormwater infiltration basins will be created adjacent to the existing ponds. These infiltration basins will treat the proposed impervious surfaces prior to release to the ponds and City storm sewer system. Open Space and Trails The townhome portion of this community requires the inclusion of usable open space. The requirement is 150 sq ft of open space per townhome unit. With 166 townhomes proposed Prairie Bluff Commons must provide 24,900 sq ft (0.57 ac) of usable open space. This plan more than doubles that by providing 62,000 square feet of centralized usable open space. • Lennar is proposing an open space over 55,000 sq ft (1.26 ac) in the central area of the community with a dog park, playground, open field play area, picnic table and grilling facility, benches with viewsheds looking south and west into the treelined ravines which also contain ponds (see attached pictures taken from this location), and a trail connection will be made to the Hennepin Village trail through this open space area. This trail segment will run south to connect with the City trail. Total trail length of 2,530 feet (approx.. ½ mile) throughout the community. • Another usable open space over 6,700 sq ft (0.15 ac) in area will be located at the southern edge of the property and will include a regional trail connection, gazebo shelter, and park benches to serve as a viewing point over the Minnesota River valley to the south. • There is an additional 225,800 sq ft (5.18 ac) of HOA common open space across the neighborhood and 284,900 sq ft (6.54 ac) of passive open space composed of wooded, sloped, and ponding areas that are not “usable”, but which will certainly benefit the neighborhood by creating a sense of space with beautiful viewsheds while also establishing a buffer between surrounding uses. • This means 23% of the site will consist of active open space and 23% of the site consists of passive open space. Overall, 46% of the site will be comprised of open space. Central Usable Open Space HOA Common Open Space Passive Unusable Open Space Square Footage 62,000 225,800 284,900 Percentage of Site 5% 18% 23% Trees and Landscape Buffers Given the long-term office use of the property much of the site is void of trees. There are, however, a few clusters of trees at the west edge of the site surrounding the ponds. There are also a number of buffer trees lining the perimeter of the property along Charlson Road and the existing shared private drive. A total of 170 significant trees were inventoried, although dozens more trees exist on site which are not considered “significant”. There are 101 trees proposed to be removed. Existing ash, linden, and crabapple trees have previously been treated by the current owner. It has verified these are still in good condition, Lennar, and ultimately the HOA, will continue to treat these trees into the future. Based on proposed tree removals City Code requires the planting of 133 trees. Lennar will be planting 543 trees throughout the community for landscaping and tree replacement. Buffer and open space landscaping will be planted as utilities are installed as the community is built out. Boulevard trees and certain trees located amongst the homes will be planted as homes are built. Wildlife, Endangered Species, and Cultural Resources The subject property is located in a Cultural Resources Buffer. As such, a Cultural Resources Assessment is being coordinated with Westwood. This is something that will be ongoing and will need to be completed in Spring/Summer 2026. The parcel in question will remain undisturbed until the assessment is complete and accepted. If artifacts are encountered during grading and excavation activities, work will be stopped and the appropriate agencies will be contacted. Green Infrastructure Analysis • Existing vegetation surrounding the existing ponds will be preserved. • There are 54 trees that will be preserved. As noted above, existing ash, linden, and crabapple trees have previously been treated by the current owner. Lennar, and ultimately the HOA, will continue to treat these trees in the future. There will be 543 new trees planted, exceeding the City Code requirement of 133 trees. • Two infiltration basins will be created adjacent to the two existing stormwater ponds. These basins and ponds are being designed to work together to treat stormwater onsite before it moves into the greater area storm system. • Impervious surface will be reduced from what currently exists on the office building parcel. The townhome neighborhood proposed for the currently vacant parcel will include less impervious surfaces than the previously proposed office building for this parcel. Comprehensive Guide Plan Change The Eden Prairie 2040 Comprehensive Guide Plan guides the subject property Office. Lennar is proposing to reguide the townhome portion of the community to Medium Density Residential and the villa portion to Low Density Residential. RM-6.5 (multi-family) R1-9.5 (one-family) Proposed Land Use Medium Density Residential Low Density Residential Allowable Density Range 5.0 - 14.0 0.1 - 5.0 Gross Acreage 22.52 4.81 Homesites 166 16 Resulting Density 7.37 3.33 1: What impact does the requested Comprehensive Guide Plan change have on the balance of land uses in the City? The proposed change will reduce Office acreage by 28.4 acres. As a result, the acreage of Low Density Residential will increase by 4.81 acres and Medium Density Residential will increase by 23.6 acres. 2: What impact does the requested Comprehensive Guide Plan change have on surrounding land uses? As noted above, the property to the west is an existing residential community guided Medium Density Residential composed of attached and detached townhomes (Hennepin Village). The proposed change will bring the subject property into more conformance with the land use to the west. This will also expand the neighborhood trail network for both communities. Conversely, the property to the north contains an existing office building and is guided Office. The transition of the existing site from Office to Medium Density Residential will diverge from the currently matching use to the north. However, when the office to the north is in use during the day many residents of Prairie Bluff Commons will be at work or school, and in the evening and on weekends when residents are home the office should be virtually empty. The proposed change should not be a disruption to the Office and Airport uses to the east and north of the subject property. The new residential community and the presence of the trails, a public conservation area, the river valley, and lakes to the south will be a great compliment to each other. 3: What impact does the requested Comprehensive Guide Plan change have on the site? As mentioned above, this proposed change converts the site from daytime Office use to a townhome and villa community. The existing ponds and many of the existing buffer trees will be preserved. The pending traffic study will tell us more, but traffic volumes should remain fairly consistent on weekdays, only inbound and outbound trips will flip from morning to evening and vice versa. 4: What impact does the requested Comprehensive Guide Plan change have on City services, such as sewer, water, storm water run-off, and roads? This will need to be reviewed in more detail with City staff. However, the change in usage of City services from Office to Medium Density Residential would not be a burden to the City. 5: Does the proposed land use/Comprehensive Guide Plan change result in a better use of land? The existing office building is sitting vacant as CH Robinson is reducing their office footprint. The proposed use is compatible with the Hennepin Village residential community immediately west of the subject property. Existing trees and ponds are proposed to be preserved. The proposed housing types will fill the need for modestly priced townhomes and one-level living for those seeking villas. Open spaces will be created and preserved giving the community access to the existing view corridors. District Standards and Requested Waivers Minimum Lot Area Average Lot Area Minimum Lot Depth Minimum Lot Width Front Setback Side Interior Setback Side Corner Setback Rear Setback RM-6.5 CODE 3,000 sf N/A 100' 24' 30' 10' N/A 20' PROPOSED TOWNHOMES 1,925 sf 1,991 sf 77' 25' 22' 20' btwn bldgs 20' to outlot 40' btwn bldgs R1-9.5 CODE 9,500 sf N/A 100' 70' 30' 5' / 15' N/A 20' PROPOSED VILLAS 6,353 sf 6,465 sf 115' 55' 20' 7.5' / 15’ N/A 25' Lennar is requesting relief from the following City Code standards: • RM-6.5 Minimum Lot Area, Minimum Lot Depth, Front Yard Setback: Smaller lots for the townhomes allow larger common open space areas. As mentioned above, City Code requires the provision of 24,900 square feet of usable open space in the Prairie Bluff Commons community. Based on the existing plan there are multiple centralized usable open space areas with amenities spread throughout the community totaling 62,000 square feet. There is an additional 225,800 square feet of HOA common open space across the neighborhood and more than 284,900 square feet of passive open space that is less usable, but which will certainly benefit the neighborhood by creating a sense of space with beautiful viewsheds and establishing a buffer from surrounding uses. This means 23% of the site will consist of active open space and 23% will consist of passive open space. Each townhome will have foundation plantings composed of various shrubs and perennials. Landscape buffers will also be planted along Charlson and Liatris and between the proposed community and the remaining office building. Each townhome contains a 2-car enclosed garage and a driveway large enough to park two cars. Therefore, off-street surface parking is not required by City Code. However, we have sufficient space to provide 59 off-street parking spaces spread throughout the neighborhood. • R1-9.5 Minimum Lot Area, Minimum Lot Width, Front Setback: These detached villa homes will be sharing a community with attached townhomes. The smaller lots and reduced front setbacks will allow the detached villas and attached townhomes to have similar density feel creating a more cohesive neighborhood. The villas back up to the Prairie Bluff Conservation Area and will overlook Grass Lake and the Minnesota River Valley giving these homes a greater sense of space. The proposed lots are 55 feet wide while the homes we will build here are 40 feet wide so the minimum 15-foot separation between homes will still be achieved. The reduced lot width also makes it easier to provide the common open space with gazebo and trail connection at the west edge of this villa block. It is worth noting the villa lots exceed requirements for minimum lot depth and minimum rear setback. Inclusionary Housing Lennar will be providing Inclusionary Housing in accordance with City standards. Prairie Bluff Commons will be an owner-occupied community. Based on City Code Lennar must provide 10% of dwelling units affordable to households at or below 115% of Area Median Income (AMI). AMI is defined as the median household income as most recently determined by the United States Department of Housing and Urban Development for the Minneapolis-St. Paul-Bloomington, Minnesota - Wisconsin Metropolitan Statistical Area, as adjusted for household size and number of bedrooms. The AMI is typically adjusted by HUD on an annual basis. Based on this, 17 of the 166 total townhomes will be sold under the Inclusionary Housing provision. Schedule Land development work (grading) would likely begin in Summer 2026 with utility/street construction getting started later in Summer 2026. The overall project will likely be developed in two or three phases. Lennar estimates full occupancy of the community will occur approximately 5 to 6 years from the date sales begin. Lennar has a long-standing history of building successful communities throughout the Twin Cities, including these nearby neighborhoods Laketown (Victoria), Timber Creek (Carver), and Waterford (Waconia). We invite you to visit any of these communities in person or online at lennar.com. We look forward to this opportunity with the City of Eden Prairie and thank the City for its support. Regards, Josh Metzer Land Entitlement Manager Lennar Minnesota CH A R L S O N R O A D IN D I G O D R I V E BLOCK 1 HH S HH FO ST STHH S HH FO S ST PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FO FO FO FO FO FO FO FO FO FO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST ST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 131415161718 1 2 3 4 5 6 7 8 9 10 11121314151617181920 21 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11121314151617181920 21 OUTLOT B 27 26 25 24 23 22 21 20 19 1 2 3 4 5 6 OUTLOT A OUTLOT C OUTLOT C OUTLOT C OU T L O T C OU T L O T C N29 ° 2 8 ' 4 7 " W 1 2 5 . 9 2 N29 ° 4 4 ' 5 7 " E 5 2 9 . 1 8 S89°17'04"W 114.61 N82°36'03"E 184.3 1 S89°47'34"E 56.46 S78°53'51"E 1 0 0 . 3 0 S89°17'04"W 893.34 S47 ° 3 1 ' 0 5 " W 66.8 0 S1 0 ° 0 1 ' 1 7 " E 2 0 2 . 5 1 S0 5 ° 2 8 ' 4 8 " E 1 1 9 . 9 8 S1 0 ° 0 1 ' 1 6 " E 2 0 2 . 5 7 ∆= 3 ° 0 6 ' 0 6 " R= 6 4 8 . 5 0 35 . 1 1 N78°47'05"E 1 1 5 . 5 9 ∆=10°29'42" R=312.50 57.24N89°16'47"E 248.97 ∆=18°48'52" R=212.50 69.78 S71°54' 2 1 " E 3 8 2 . 6 3 N60°3 1 ' 2 4 " E 2 9 1 . 3 4 N29 ° 2 8 ' 4 7 " W 1 2 0 . 4 3 N84°09'03"W 324.00 N60°3 1 ' 2 4 " E 1 9 6 . 9 6 OUTLOT F 3 28 29 OUTLOT H 29 OUTLOT H R40 ' R56 ' R40' R40 ' R500' R500' R200' R200' 26 ' B- B ST R E E T 1 ST R E E T 2 ST R E E T 3 ST R E E T 4 STREET 5 STREET 5 0.60% 9' 20 '9' 20 ' 8' B I T . TR A I L WATER EDGE PROPOSED INFILT. POND CITY POND ID 28-42-C CITY STORMWATER POND CITY POND ID 28-42-B 15' Drainage & Utility Easement 10' Drainage & Utility Easement 2 1 3 4 5 4 6 7 7 4 3 3 5 8 4 26' B-B 26' B-B 26' B-B 26' B-B 26 ' B- B 26' B-B 26' B-B 5 R20 ' R20 ' R20 'R20' R20 ' R20 ' R20 ' R20 ' R20' R20 ' R20 ' 5 5 5 5 10 9 N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - S 0 0 4 . D W G 34 S004 EDEN PRAIRIE, MN 04/21/26 TDD TDD TDD PRAIRIE BLUFF COMMONS PRELIMINARY SITE PLAN 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 5964004/21/26 THOMAS D. DESUTTER LENNAR HOMES NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 0'50'100'150' 1" = 50' 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . ### ### or ## PROJECT NUMBER: 0070595.00 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com SITE LEGEND PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL BITUMINOUS PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED TRAFFIC SIGN POWER POLE BOLLARD / POST 5 T 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 2.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 3.ALL DIMENSIONS ARE TO BACK OF CURB FOR RESIDENTIAL OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 4.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 5.ALL CURB RADII ARE SHALL BE 20.0 FEET (TO BACK OF CURB) UNLESS OTHERWISE NOTED. 6.ALL CURB AND GUTTER SHALL BE MOUNTABLE UNLESS OTHERWISE NOTED. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 8.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 9.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 10.SITE IS LOCATED WITHIN A CULTURAL RESOURCE. HIGH POTENTIAL TO ENCOUNTER ARCHEOLOGICAL ARTIFACTS DURING EXCAVATION. IF ANY ARTIFACTS ARE FOUND, STOP WORK IMMEDIATELY AND CONTACT THE OFFICE OF THE STATE ARCHAEOLOGIST. 11.SITE IS LOCATED IN AIRPORT SAFETY ZONE C. GENERAL SITE NOTES EXISTING PROPOSED1 B618 CURB AND GUTTER (RAD) (TYP) 2 MOUNTABLE CURB (TYP) 3 PEDESTRIAN CURB RAMP W/ TRUNCATED DOMES 4 8' WIDE BITUMINOUS TRAIL 5 OFF-STREET PARKING 6 SITE PONDING 7 MAILBOX CLUSTER 8 TOT LOT 9 CHARCOAL GRILL & PICNIC TABLES 10 OVERLOOK BENCHES SITE NOTES RETAINING WALL BOULDER (ROCK) WATER EDGE LINE POND OUTLET LINE MASS CENTRALIZED USABLE OPEN SPACE (25,441 SQ. FT.) · EXISTING ZONING: OFC OFFICE · DEVELOPMENT SUMMARY SITE DEVELOPMENT DATA · PROPOSED ZONING: RM-6.5 & R1-9.5 55' SF VILLA HOMES 16 LOTS LIBERTY TOWNHOMES 90 UNITS · PARKING PROVISIONS: PROVIDED GUEST PARKING:41 STALLS EACH UNIT HAS A 2 CAR GARAGE - PROPOSED TOTAL FLOOR AREA 160,200 SQ. FT. - PROPOSED TOTAL FLOOR AREA 29,760 SQ. FT. · EXISTING LOT 1, BLOCK 1 16.74 AC - EDEN BLUFF HIGHLANDS 2ND ADDN TOTAL UNITS 106 UNITS OVERALL GROSS DENSITY 6.33 UN/AC (106 UNITS / 16.74 AC) (1,860 SQ FT X 16 LOTS) (1,780 SQ FT X 90 LOTS) · USABLE OPEN SPACE : 13,500 SQ. FT. (150 SQ FT PER UNIT X 90 UNITS) REQUIRED AREA 151,179 SQ. FT.PROVIDED AREA COMMON USABLE OPEN SPACE (125,738 SQ. FT.) BITUMINOUS TRAIL 16 7 9 3 2 2 2 SEC T I O N 2 8 , T O W N S H I P 1 1 6 , R A N G E 2 2 CHARLSON ROAD LIAT R I C L A N E PLUMSTONE DR LOT 1 ST ST S S MH E S S S S S ST HH HH ST HH 6 inc PV C s t i c k i n g o u t o f t h e g r o u n d 6 inc PV C s t i c k i n g o u t o f t h e g r o u n d ST ST S ST R200' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 13 1 OU T L O T C 1 2 3 4 5 6 7 8 9 10 111213141516 17 18 19 20 21 22 12 11 10 9 8 7 24 23 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 37 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 25 8 OUTLOT D OUTLOT E OU T L O T E OU T L O T E 37 N29 ° 2 8 ' 4 7 " W 1 2 5 . 9 2 S71°54'21"E 382.63 N60 ° 3 1 ' 2 4 " E 2 9 1 . 3 4 N29 ° 2 8 ' 4 7 " W 1 2 0 . 4 3 N84°09'03" W 3 2 4 . 0 0 N60°49'30"W 4 2 9 . 3 5 N2 9 ° 4 1 ' 2 3 " E 77 . 9 1 ∆= 3 0 ° 4 9 ' 2 4 " R= 2 2 4 . 0 0 120 . 5 0 ∆=1 5 ° 5 2 ' 0 6 " R=7 6 0 . 6 0 210. 6 5 ∆=1 4 ° 5 2 ' 1 5 " R=2 7 6 . 0 0 71.6 3 N61 ° 3 0 ' 3 8 " E 33.8 7 ∆= 2 6 ° 3 4 ' 5 0 " R= 2 0 8 . 3 1 96. 6 4 ∆= 1 7 ° 1 3 ' 3 4 " R= 2 8 4 . 0 0 85 . 3 9 N1 7 ° 4 2 ' 1 4 " E 41 . 9 5 ∆=9 0 ° 0 0 ' 0 0 " R=1 9 . 0 0 29.8 5 S72°17'46"E 602.41 N1 7 ° 4 2 ' 0 0 " E 48 . 7 3 S72°18'00"E 31.11 N1 8 ° 1 0 ' 4 7 " E 5 1 9 . 0 1 N60 ° 3 1 ' 2 4 " E 1 9 6 . 9 6 OUTLOT F OUTLOT G R150.00 6 5 4 3 2 1 35 36 7 8 OUTLOT H OUTLOT H 24' B-B ST R E E T 1 ST R E E T 2 ST R E E T 7 STREET 8 STREET 6 ST R E E T 7 PROPOSED INFILT. POND CITY STORMWATER POND 15 ' B- B 2 2 2 1 6 1 7 4 8 R41.5 ' R41 . 5 ' 20 ' B- B R20' R1 5 0 ' 26 ' B- B 26 ' B- B 5 26' B-B 2 1 1 4 26' B-B 5 5 R5 0 0 ' R5 0 0 ' R200' 26 ' B- B R20 ' R20 ' R2 0 ' 9 POND ACCESS GATE N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - S 0 0 4 A . D W G 34 S004A EDEN PRAIRIE, MN 04/21/26 TDD TDD TDD PRAIRIE BLUFF COMMONS PRELIMINARY SITE PLAN 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 5964004/21/26 THOMAS D. DESUTTER LENNAR HOMES NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 0'50'100'150' 1" = 50' 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . 50' 10' or 5' PROJECT NUMBER: 0070595.00 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com SITE LEGEND PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL BITUMINOUS PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED TRAFFIC SIGN POWER POLE BOLLARD / POST 5 T 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 2.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 3.ALL DIMENSIONS ARE TO BACK OF CURB FOR RESIDENTIAL OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 4.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 5.ALL CURB RADII ARE SHALL BE 20.0 FEET (TO BACK OF CURB) UNLESS OTHERWISE NOTED. 6.ALL CURB AND GUTTER SHALL BE MOUNTABLE UNLESS OTHERWISE NOTED. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 8.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 9.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 10.SITE IS LOCATED WITHIN A CULTURAL RESOURCE. HIGH POTENTIAL TO ENCOUNTER ARCHEOLOGICAL ARTIFACTS DURING EXCAVATION. IF ANY ARTIFACTS ARE FOUND, STOP WORK IMMEDIATELY AND CONTACT THE OFFICE OF THE STATE ARCHAEOLOGIST. 11.SITE IS LOCATED IN AIRPORT SAFETY ZONE C. GENERAL SITE NOTES EXISTING PROPOSED1 B618 CURB AND GUTTER (RAD) (TYP) 2 MOUNTABLE CURB (TYP) 3 PEDESTRIAN CURB RAMP W/ TRUNCATED DOMES 4 8' WIDE BITUMINOUS TRAIL 5 OFF-STREET PARKING 6 SITE PONDING 7 MAILBOX CLUSTER 8 DOG PARK AMENITY AREA 9 OPEN SPACE AMENITY AREA SITE NOTES RETAINING WALL BOULDER (ROCK) WATER EDGE LINE POND OUTLET LINE · EXISTING ZONING: OFC OFFICE · DEVELOPMENT SUMMARY SITE DEVELOPMENT DATA · PROPOSED ZONING: RM-6.5 LIBERTY TOWNHOMES 76 UNITS · PARKING PROVISIONS: PROVIDED GUEST PARKING:18 STALLS EACH UNIT HAS A 2 CAR GARAGE - PROPOSED TOTAL FLOOR AREA 135,280 SQ. FT. · EXISTING LOT 1, BLOCK 1 11.67 AC - EDEN BLUFF HIGHLANDS 2ND ADDN OVERALL GROSS DENSITY 6.51 UN/AC (76 UNITS / 11.67 AC) (1,780 SQ FT X 76 LOTS) · USABLE OPEN SPACE : 11,400 SQ. FT. (150 SQ FT PER UNIT X 76 UNITS) REQUIRED AREA 134,239 SQ. FT.PROVIDED AREA MASS CENTRALIZED USABLE OPEN SPACE (34,116 SQ. FT.) COMMON USABLE OPEN SPACE (100,123 SQ. FT.) BITUMINOUS TRAIL 4 11 3 CH A R L S O N R O A D CHARLS O N R O A D LIATR I S L A N E PLU M S T O N E DRI V E PROPOSED ZONING R1-9.5 PROPOSE D Z O N I N G R M - 6 . 5 PROPOSED ZONING RM-6.5 B L O C K 1 L O T 1 B L O C K 1 L O T 1 P.O.B. R1-9.5 southwesterly corner of Lot 1, Block 1 EDEN BLUFF HIGHLANDS 2ND ADDN southerly line of Lot 1, Block 1 southeasterly line of Lot 1, Block 1 easterly line of Lot 1, Block 1 northerly line of Lot 1, Block 1 northwesterly line of Lot 1, Block 1 westerly line of Lot 1, Block 1 southwesterly line of Lot 1, Block 1 southerly line of Lot 1, Block 1 northwesterly line of Lot 1, Block 1, EDEN BLUFF HIGHLANDS 4TH ADDN northeasterly line of Lot 1, Block 1, EDEN BLUFF HIGHLANDS 4TH ADDN easterly line of Lot 1, Block 1, EDEN BLUFF HIGHLANDS 4TH ADDN southeasterly line of Lot 1, Block 1, EDEN BLUFF HIGHLANDS 4TH ADDN southwesterly line of Lot 1, Block 1, EDEN BLUFF HIGHLANDS 4TH ADDN N0 0 ° 4 2 ' 5 6 " W 12 9 . 4 4 N37 ° 5 4 ' 3 0 " W 1 7 9 . 7 4 S29 ° 4 4 ' 5 7 " W 5 2 9 . 1 8 N89°17'04"E 114.61 N82°36'03"E 184. 3 1 S89°47'34"E 56.46 S78°53'51"E 100.30 N89°17'04"E 875.34 N0 0 ° 4 2 ' 5 6 " W 11 4 . 5 4 N49°57'17"W 28.61 CL=43.74 CB=S64°39'53"W ∆=49°14'21" R=52.50 L=45.12 S89°17'04"W 820.74 ∆=9 0 ° 0 0 ' 0 0 " R=6 8 . 5 0 L=1 0 7 . 6 0 N89°17'04"E 18.00 N47 ° 3 1 ' 0 5 " E 66.8 0 N1 0 ° 0 1 ' 1 7 " W 2 0 2 . 5 1 N0 5 ° 2 8 ' 4 8 " W 11 9 . 9 8 N1 0 ° 0 1 ' 1 6 " W 2 0 2 . 5 7 ∆= 3 ° 0 6 ' 0 6 " R= 6 4 8 . 5 0 L= 3 5 . 1 1 S78°47'05"W 115.59 ∆=10°29'42" R=312.50 L=57.24S89°16'47"W 248.97 ∆=18°48'52" R=212.50 L=69.78 N71°54' 2 1 " W 3 8 2 . 6 3 S 6 0 ° 3 1 ' 2 4 " W 94.38 N1 8 ° 1 0 ' 4 7 " E 5 1 9 . 0 1 S72°18' 0 0 " E 31.11 N1 7 ° 4 2 ' 0 0 " E 48 . 7 3 N72°17' 4 6 " W 6 0 2 . 4 1 ∆=90° 0 0 ' 0 0 " R=19. 0 0 L=29 . 8 5 S17°42'14"W 41.95 ∆= 1 7 ° 1 3 ' 3 4 " R= 2 8 4 . 0 0 L= 8 5 . 3 9 ∆=2 6 ° 3 4 ' 5 0 " R=2 0 8 . 3 1 L=9 6 . 6 4 S61°30'38"W 33.87 ∆=14°5 2 ' 1 5 " R=276 . 0 0 L=71.6 3 ∆=15°5 2 ' 0 6 " R=760. 6 0 L=210 . 6 5 ∆=3 0 ° 4 9 ' 2 4 " R=2 2 4 . 0 0 L=1 2 0 . 5 0 S2 9 ° 4 1 ' 2 3 " W 77. 9 1 S60°4 9 ' 3 0 " E 4 2 9 . 3 5 S84°09'03"E 324.00 S29 ° 2 8 ' 4 7 " E 2 4 6 . 3 5 N60°3 1 ' 2 4 " E 2 9 1 . 3 4 N60°3 1 ' 2 4 " E 1 9 6 . 9 6 NOT FOR CONSTRUCTION 0'80'160'240' 1" = 80' N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S U R V E Y \ S H E E T S \ 0 0 7 0 5 9 5 S - E X H 0 1 . D W G 1 1 PROJECT NUMBER: 0070595.00 01/08/2026 © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . PRAIRIE BLUFF RE-ZONING EXHIBIT PR A I R I E B L U F F 01/08/2026 SHEET NUMBER: VERTICAL SCALE: DATE: OF HORIZONTAL SCALE: DRAWN: CHECKED: CREW:INITIAL ISSUE: REVISIONS: Phone heaer re e Fax nneona Toll Free TBPELS ENGINEERING FIRM REGISTRATION NO. 11756 TBPELS SURVEYING FIRM REGISTRATION NO. 10074301 80 EDEN PRAIRIE, MINNESOTA 5534716355 36TH AVENUE N, SUITE 100 PLYMOUTH, MINNESOTA 55446 LENNAR PROPOSED ZONING RM-6.5 All that part of Lot 1, Block 1, EDEN BLUFF HIGHLANDS 4TH ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota. AND All that part of Lot 1, Block 1, EDEN BLUFF HIGHLANDS 2ND ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota, EXCEPTING THEREFROM: Beginning at the southwesterly corner of said Lot 1; thence North 89 degrees 17 minutes 04 seconds East, assumed bearing along the southerly line of said Lot 1, a distance of 114.61 feet; thence North 82 degrees 36 minutes 03 seconds East, along said southerly line a distance of 184.31 feet; thence South 89 degrees 47 minutes 34 seconds East, along said southerly line, a distance of 56.46 feet; then South 78 degrees 53 minutes 51 seconds East, along said southerly line a distance of 100.30 feet; thence North 89 degrees 17 minutes 04 seconds East, along said southerly line, a distance of 875.34 feet; thence North 00 degrees 42 minutes 56 seconds West, a distance of 114.54 feet; thence North 49 degrees 57 minutes 17 seconds West, a distance of 28.61 feet; thence southwesterly along a non-tangential curve, concave to the northwest, having a central angle of 49 degrees 14 minutes 21 seconds, a radius of 52.50 feet for an arc distance of 45.12 feet, the chord of said curve bears South 64 degrees 39 minutes 53 seconds West; thence South 89 degrees 17 minutes 04 seconds West, tangent to said curve, a distance of 820.74 feet; thence northerly along a tangential curve, concave to the northeast having a central angle of 90 degrees 00 minutes 00 seconds, a radius of 68.50 feet for an arc distance of 107.60 feet; thence North 00 degrees 42 minute 56 seconds West, tangent to said curve, a distance of 129.44 feet; thence North 37 degrees 54 minutes 30 seconds West, a distance of 179.74 feet to the westerly line of said Lot 1; thence South 29 degrees 44 minutes 57 seconds West, along said westerly line a distance of 529.18 feet to the point of beginning. PROPOSED ZONING R1-9.5 All that part of Lot 1, Block 1, EDEN BLUFF HIGHLANDS 2ND ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota, described as follows: Beginning at the southwesterly corner of said Lot 1; thence North 89 degrees 17 minutes 04 seconds East, assumed bearing along the southerly line of said Lot 1, a distance of 114.61 feet; thence North 82 degrees 36 minutes 03 seconds East, along said southerly line a distance of 184.31 feet; thence South 89 degrees 47 minutes 34 seconds East, along said southerly line, a distance of 56.46 feet; then South 78 degrees 53 minutes 51 seconds East, along said southerly line a distance of 100.30 feet; thence North 89 degrees 17 minutes 04 seconds East, along said southerly line, a distance of 875.34 feet; thence North 00 degrees 42 minutes 56 seconds West, a distance of 114.54 feet; thence North 49 degrees 57 minutes 17 seconds West, a distance of 28.61 feet; thence southwesterly along a non-tangential curve, concave to the northwest, having a central angle of 49 degrees 14 minutes 21 seconds, a radius of 52.50 feet for an arc distance of 45.12 feet, the chord of said curve bears South 64 degrees 39 minutes 53 seconds West; thence South 89 degrees 17 minutes 04 seconds West, tangent to said curve, a distance of 820.74 feet; thence northerly along a tangential curve, concave to the northeast having a central angle of 90 degrees 00 minutes 00 seconds, a radius of 68.50 feet for an arc distance of 107.60 feet; thence North 00 degrees 42 minute 56 seconds West, tangent to said curve, a distance of 129.44 feet; thence North 37 degrees 54 minutes 30 seconds West, a distance of 179.74 feet to the westerly line of said Lot 1; thence South 29 degrees 44 minutes 57 seconds West, along said westerly line a distance of 529.18 feet to the point of beginning. SRM EJ 02/16/2026 added land to Proposed Zoning R1-9.5 (SRM) Current Guiding – Office Proposed Guiding – Low Density Residential Proposed Guiding – Medium Density Residential 1 1 1 2 22 3 3 3 4 4 4 8 8 8 9 9 9 10 10 10 11 11 11 12 12 12 1314151617181920 7 7 7 6 6 6 5 512348910 111213 13 14 14 151617181920 765 5 1 2 3 4 8 9 10 11 12 76 5 1 2 3 4 8 9 10 11 12 7 6 5 13 13 13 15 15 15 16 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 26 27 28 29 30 31 32 33 34 35 3614 14 14 1 1 2 2 3 34 4 8 9 10 11 11 11 12 12 12 7 8 8 9 9 10 10 7 7 6 6 5 5 1 2 3 4 65 19202122232425262728 131415161718 0070595 04-06-2026 0‘100‘200‘300‘ Phone (952) 937-5150Fax (952) 937-5822Toll Free (888) 937-5150 12701 Whitewater DriveMinnetonka, MN 55343westwoodps.com Westwood Professional Services, Inc. N Illustrative Plan Prairie Bluff Commons Eden Prairie, MN                                    Inltration Basin Existing Pond Dog Park Open Space ExistingPond Inltration Basin Tot Lot La n d s c a p e B u  e r                    Realigned Trail Charcoal Grill & Picnic Tables RealignedTrail Retaining Wall Neighborhood Amenity & Open Space Existing Trees to Remain Existing Trees to Remain Existing Trees to Remain Trail Connection 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 131415161718 1 2 3 4 5 6 7 8 9 10 11121314151617181920 21 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11121314151617181920 21 OUTLOT B 27 26 25 24 23 22 21 20 19 1 2 3 4 5 6 OUTLOT A OUTLOT C OUTLOT C OUTLOT C OU T L O T C OU T L O T C N29 ° 2 8 ' 4 7 " W 1 2 5 . 9 2 N29 ° 4 4 ' 5 7 " E 5 2 9 . 1 8 S89°17'04"W 114.61 N82°36'03"E 184.3 1 S89°47'34"E 56.46 S78°53'51" E 1 0 0 . 3 0 S89°17'04"W 893.34 S47 ° 3 1 ' 0 5 " W 66.8 0 S1 0 ° 0 1 ' 1 7 " E 2 0 2 . 5 1 S0 5 ° 2 8 ' 4 8 " E 1 1 9 . 9 8 S1 0 ° 0 1 ' 1 6 " E 2 0 2 . 5 7 ∆= 3 ° 0 6 ' 0 6 " R= 6 4 8 . 5 0 35 . 1 1 N78°47'05"E 1 1 5 . 5 9 ∆=10°29'42" R=312.50 57.24N89°16'47"E 248.97 ∆=18°48'52" R=212.50 69.78 S71°54'2 1 " E 3 8 2 . 6 3 N60°3 1 ' 2 4 " E 2 9 1 . 3 4 N2 9 ° 2 8 ' 4 7 " W 1 2 0 . 4 3 N84°09'03"W 324.00 N60°3 1 ' 2 4 " E 1 9 6 . 9 6 OUTLOT F 3 28 29 OUTLOT H 2,310 sf 1,925 sf1,925 sf 2,310 sf1,925 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf2,310 sf 1,925 sf 1,925 sf 2,310 sf2,310 sf2,310 sf 1,925 sf1,925 sf1,925 sf1,925 sf 2,310 sf 1,925 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 1,925 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf1,925 sf 1,925 sf2,310 sf1,925 sf1,925 sf2,310 sf 2,310 sf 1,925 sf1,925 sf1,925 sf1,925 sf2,310 sf 2,310 sf2,310 sf1,925 sf 1,925 sf2,310 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf2,310 sf 1,925 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf 1,925 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf1,925 sf 1,925 sf 2,310 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 20,278 sf 22,468 sf 14,214 sf 16,334 sf 19,488 sf 45,786 sf 6,382 sf6,383 sf6,383 sf 6,791 sf 6,382 sf 6,383 sf 6,382 sf 6,383 sf 6,383 sf 6,383 sf 6,383 sf 6,382 sf 6,382 sf 54,029 sf 6,712 sf 6,670 sf 99,530 sf 6,353 sf 6,670 sf 30252530 77 30 25 25 30 77 7777 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 30 25 25 30 77 30252530 77 77 77 77 302525252530 77 302525252530 77 77 777777 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77777777 30252530 77 30 25 25 30 777777 77 302525252530 77 302525252530 7777777777 77 30 25 25 30 77 30252530 77777777 30 25 25 30 77 30 25 25 30 77 77 77 77 30 25 25 30 77 30 25 25 30 77 77 77 77 30 25 25 30 77 30 25 25 30 77 77 77 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 30 25 25 30 77 30 25 25 30 77 77 77 77 30 25 25 30 77 30 25 25 30 77 77 77 77 41 7 15 28 15 7 51 42 276 31 66 715 19 16 7 65 31 260 67 147 15 64 15 771 31 23 2 27 34 173 29 53 14 3 31 15 8 31 15931 15 8 31 159 31 7 79 69 30 16031 14 3 41 33 41 75 52 31 66 31 270 42 59 715 19 15 7 58 42 27031 65 7 15 19 157 149 7 16 35 37 47 32 32 109 32 130 49 14 712 27 43 21 7 31 52 84 179 1856555656555656565655565655585838 11 5 45 58 58 56 56 56 56 55 56 56 55 56 56 56 50 11 5 11 5 11 5 11 5 6 39 39 28 11 5 11 5 11 5 11 5 11 5 11 5 11 5 11 5 11 5 8 27 14 4 84 32 31 10 8 37 13 3 31 107 15 145 15 76 31 63 83 7 30 207 87 16 21 77 11 11 2 12 8 12 86 102 26 57 18 14 8 11 5 11 5 29 67,256 sf 32 149 7 16 35 12 43 21 7 15 122 80 104 OUTLOT H 116,029 sf 27 OUTLOT 26 B-B 27 OU T L O T 26B- B 26 B-B 26B- B 27 OU T L O T 26 B-B 27 OUTLOT 8' Bituminous Trail 8' Bituminous Trail 8' Bituminous Trail Existing Bituminous Trail 8' Bituminous Trail Existing Pond City Pond ID: 28-42-B Infiltration Basin Proposed City ID: 28-42-C 51 . 8 44.5 20 . 3 20 . 3 21 . 7 20 . 3 20 . 3 20.6 20 47 . 5 31.1 21 23 . 2 50.4 24 . 2 49 . 4 21 22 CH A R L S O N R O A D Existing Retaining Wall to remain Existing Retaining Wall to remain Existing Bituminous Trail FLYING CL O U D D R I V E (COUNTY R O A D N O . 6 1 ) 8' Bituminous Trail 21 22.6 22.6 Existing Private Drive Existing Parking to Remain 22 22 22 22 22 22 27 OUTLOT 27 OUTLOT 26 B-B Drainage & Utility Easement over all of Outlot A Drainage & Utility Easement over all of Outlot C 15 15 15 15 15 15 10 10 10 Drainage & Utility Easement over all of Outlot F 15 15' Drainage & Utility Easement 10' Drainage & Utility Easement 45 . 4 29 . 4 20 30.7 22 . 9 22 45 . 4 29 . 4 22 43.7 28.5 22 48.5 53.7 49.7 45.7 56 . 3 35 . 1 48.7 46.7 44.7 N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - S 0 0 1 . D W G 34 S001 EDEN PRAIRIE, MN 04/21/26 . . .PRAIRIE BLUFF COMMONS PRELIMINARY PLAT 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 5964004/21/26 THOMAS D. DESUTTER LENNAR HOMES NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 0'50'100'150' 1" = 50' 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . 50' 10' or 5' PROJECT NUMBER: 0070595.00 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 1.THE PROPERTY IS LOCATED WITHIN AIRPORT ZONE C, AND THE PROPERTY IS LOCATED WITHIN THE CULTURAL RESOURCES BUFFER. 2.ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 3.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 5.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES. 6.STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB. DEVELOPMENT NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED TIP-OUT CURB AND GUTTER SITE LEGEND PROPERTY DESCRIPTION The following information was provided by National Commercial Services, Issuing Agent for Old Republic National Title Insurance Company, File Number ORTE750916, which has an effective date of August 04, 2025 at 7:00 A.M.: Parcel 1: Lot 1, Block 1, in Eden Bluff Highlands 2nd Addition, Hennepin County, Minnesota. Being registered land as is evidenced by Certificate of Title No. 1401330. Parcel 2: Easements for access, utility installation and maintenance, and encroachment easements, as established in Amended and Restated Easement Agreement dated June 30, 2013, filed July 25, 2013 as Document No. 5099982. 1 2 3 4 13 14 15 1 OU T L O T C 1 2 3 4 5 6 7 8 9 10 11 1213 1415 16 17 18 19 20 21 22 12 11 10 9 8 7 24 23 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 37 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 25 8 OUTLOT D OUTLOT E OU T L O T E OU T L O T E 37 N29 ° 2 8 ' 4 7 " W 1 2 5 . 9 2 S71°54'2 1 " E 3 8 2 . 6 3 N60°3 1 ' 2 4 " E 2 9 1 . 3 4 N29 ° 2 8 ' 4 7 " W 1 2 0 . 4 3 N84°09'03"W 324.00 N60°4 9 ' 3 0 " W 4 2 9 . 3 5 N29 ° 4 1 ' 2 3 " E 77. 9 1 ∆=3 0 ° 4 9 ' 2 4 " R=2 2 4 . 0 0 120 . 5 0 ∆=15°5 2 ' 0 6 " R=760 . 6 0 210.65 ∆=14°5 2 ' 1 5 " R=276. 0 0 71.63 N61°3 0 ' 3 8 " E 33.87 ∆=2 6 ° 3 4 ' 5 0 " R=2 0 8 . 3 1 96.6 4 ∆= 1 7 ° 1 3 ' 3 4 " R= 2 8 4 . 0 0 85. 3 9 N1 7 ° 4 2 ' 1 4 " E 41 . 9 5 ∆=90° 0 0 ' 0 0 " R=19. 0 0 29.85 S72°17' 4 6 " E 6 0 2 . 4 1 N1 7 ° 4 2 ' 0 0 " E 48 . 7 3 S7 2 ° 1 8 ' 0 0 " E 31.11 N1 8 ° 1 0 ' 4 7 " E 5 1 9 . 0 1 N60°3 1 ' 2 4 " E 1 9 6 . 9 6 OUTLOT G 6 5 4 3 2 1 35 36 7 8 OUTLOT H 1,925 sf 2,310 sf1,925 sf 1,925 sf 2,310 sf 2,310 sf 1,925 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 1,925 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf 1,925 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 1,925 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 2,278 sf 1,925 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf 1,925 sf 1,925 sf 2,310 sf 1,925 sf 2,310 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf 1,925 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 22,468 sf 1,925 sf 1,925 sf 2,310 sf 2,278 sf 1,925 sf 1,925 sf 1,925 sf 1,925 sf 2,310 sf 2,310 sf 82,867 sf 47,893 sf 83,187 sf 2,310 sf 13,608 sf 25 30 77 77 30 25 25 30 77 30 25 25 30 77 77 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 30 25 25 25 25 30 7730 25 25 25 25 30 77 77 77 77 77 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 30 25 25 30 77 30 25 25 30 77 77 77 77 30 25 25 30 77 30 25 25 30 77 77 77 77 30 25 25 25 25 22 77 30 25 25 25 25 30 69 11 77 77 77 77 77 30 25 25 30 77 30 25 25 30 77 77 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 30 25 25 25 25 30 77 30 25 25 25 25 30 77 77 77 77 77 77 63 28 47 25 2 142 36 4 3777 15 100 16 7 27 34 173 30 25 25 30 77 22 25 25 30 77 77 77 69 11 30 25 25 25 25 30 7730 25 25 25 25 30 77 77 77 77 77 77 11 77 97 78 149 7 16 35 37 47 43 6 32 32 109 32 130 346 29 74 149 49 14 712 27 43 16 29 166 12 86 27 37 9 148 38 31 156 27 156 31 63 715 28 15 7 45 36 31 121 114 125 6 170 114 33 120 5 13 5 193 42 36 213 122 102 67,256 sf 32 346 115 95 95 149 7 16 35 43 6 12 43 15 122 80 OUTLOT H 25,690 sf 55,105 sf 8' Bituminous Trail 8' Bituminous Trail Existing Bituminous Trail Infiltration Basin 51 36 . 1 8' Bituminous Trail Existing Parking to Remain 22 Rights & Easements in favor of Qwest Corp. per Doc No. 4236336 Infiltration Basin Drainage & Utility Easement over all of Outlot D Drain a g e & U t i l i t y E a s e m e n t over a l l o f O u t l o t E CHARLS O N R O A D LIATR I S L A N E PLU M S T O N E DRI V E Existing Trail Existing Trail Drainage & Utility Easement over all of Outlot G Existing Pond 8' Bituminous Trail 26 B-B 27 OU T L O T 27 OU T L O T 26 B-B 26 B-B 27OUTLOT 26 B-B 27 OU T L O T 20 B-B 21 OU T L O T 26 B-B 27OUTLOT 5 22 22.4 21.9 31 . 4 20.5 22.5 53 . 6 47 . 5 21 31 21 21 35.5 53.0 38.5 42.7 43.5 25 20 20 20 20 19. 1 20.8 52.0 N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - S 0 0 1 B . D W G 34 S001B EDEN PRAIRIE, MN 04/21/26 TDD TDD TDD PRAIRIE BLUFF COMMONS PRELIMINARY PLAT 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 5964004/21/26 THOMAS D. DESUTTER LENNAR HOMES NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 0'50'100'150' 1" = 50' 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . 50' 10' or 5' PROJECT NUMBER: 0070595.00 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED TIP-OUT CURB AND GUTTER SITE LEGEND 1.THE PROPERTY IS LOCATED WITHIN AIRPORT ZONE C, AND THE PROPERTY IS LOCATED WITHIN THE CULTURAL RESOURCES BUFFER. 2.ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 3.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 5.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES. 6.STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB. DEVELOPMENT NOTES PROPERTY DESCRIPTION The following information was provided by National Commercial Services, Issuing Agent for Old Republic National Title Insurance Company, File Number ORTE751008, which has an effective date of September 03, 2025 at 7:00 A.M.: Lot 1, Block 1, in Eden Bluff Highlands 4th Addition, Hennepin County, Minnesota. Together with easements set forth in Amended and Restated Easement Agreement dated June 30, 2013, filed July 25, 2013 as Document No. T05099982. Being registered land as is evidenced by Certificate of Title No. 1200816. 840 840 850 850 850 850 860 860 860 860 860 860 860 860 860 860 860 870 870 870 870 870 880 880 880 890 842 842 842 842 844 844 844 844 846 846 846 846 848 848 848 848 852852 852 852 852 852 852852 85 485 4 854 854 854 854 854854 856 856 856 856856 856 856 856 85 6 856 856 85 6 856 856 85 8 85 8 858 858 858 858 858 858 85 8 85 8 858 858 858 862 862 862 862 862 862 862 862 862 864 864 864 864 864 864 864 864 864 866 866 866 866 866 866 868 868 868 868 868 868 868 868 872 872 872 87 2 872 87 4 874 874 874 874 87 6 87 6 876 876 876 876 876 878 878 878 882 882 882 884 884 884 886 886 886888 888 85 4 85 4 856 85 6 85 6 85 6 856 856 85685 6 85 6 85 8 85 8 858 858 858 858858 85 8 85 8 85885 8 85 8 85 8 85 8 85 8 AMEND E D & R E S T A T E D EASEME N T A G R E E M E N T ROBINSO N S T O R M S E W E R (EXHIBI T G - 1 ) DOC 509 9 9 8 2 AMENDE D & R E S T A T E D EASEMEN T A G R E E M E N T ROBINSO N U T I L I T Y E A S E M E N T (EXHIBIT F - 1 ) D O C 5 0 9 9 9 8 2 AMEND E D & R E S T A T E D E A S E M E N T A G R E E M E N T RECIPRO C A L S T O R M W A T E R S E R V I C E S E A S E M E N T (EXHIBIT D - 1 ) DOC 509 9 9 8 2 TRAIL E A S E M E N T P E R D O C N O . 4 1 9 9 3 0 0 DRAINA G E & U T I L I T Y E A S E M E N T PER DO C N O . 4 9 9 9 3 3 1 ST ST S S MH E S S S S S ST HH ST HH ST HH S ST ST ST FO FO FO FO FO FO WAT WA T PUG PUG PUG PUG PUG WAT WAT WAT ST ST S ST ST O STO STO STO ST O STO STO STO STO STO STO STO STO STO STO STO ST O STO STO STO STO STO STO STO STO STO STO STO STO ST O ST O ST O WA T WA T WAT WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WA T WA T WA T SA N SA N SA N SA N SAN SAN SAN 26 . 0 5.0 30 . 0 0.6 34 . 1 0.7 30 . 1 5.1 29 . 5 59.5 5.4 29.9 0.8 33.9 0.5 29.7 4.5 59.2 29 . 2 4.9 63 . 2 125.1 CROSS A C C E S S E A S E M E N T & A G R E E M E N T STORM W A T E R S E R V I C E S E A S E M E N T P E R D O C N O . 4 6 6 6 2 4 1 ST O STO STO ST O ST O ST O STO STO STO STO STO STO STO STO STO STO STO ST O STO STO STO STO STO STO ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O STOSTO STO STO ST O SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT ST O STO STO STO STO STO STO STO STO STO STO STO WA T WA T WA T SA N SA N SA N ST O ST O ST O ST O ST O STO ST O STO STO Amended & R e s t a t e d E a s e m e n t Agreeme n t ; R o b i n s o n U t i l i t y Easemen t s ( E x h i b i t F - 1 ) p e r Doc No. 5 0 9 9 9 8 2 Drainage & Utility Easement per the plat of EDEN BLUFF HIGHLANDS 4TH ADDN Drainage & Utility Easement per the plat of EDEN BLUFF HIGHLANDS 4TH ADDN AMENDED & RESTATED EASEMENT AGREEMENT; RECIPROCAL STORM WATER SERVICES EASEMENT (EXHIBIT D-1) PER DOC NO. 05099982 Rights & Easements in favor of Qwest Corp. per Doc No. 4236336 EASEMENT IN FAVOR OF THE CITY OF EDEN PRAIRIE PER DOC NO. 4999330 AMENDED & RESTATED EASEMENT AGREEMENT; FSP WATER UTILITY EASEMENT (EXHIBIT E-1) PER DOC NO. 05099982 WA T B L O C K 1 PID: 28-116- 2 2 - 4 3 - 0 1 0 4 Hennep i n V i l l a g e Master A s s o c . PID: 28-116 - 2 2 - 4 3 - 0 0 8 1 S. Thayur & P . G a d d e PID: 28-116- 2 2 - 4 3 - 0 0 8 2 V. Ravichan d r a n & D . V i v e k r a j PID: 28-116- 2 2 - 4 3 - 0 0 8 3 P Voora & B . V o o r a PID: 2 8 - 1 1 6 - 2 2 - 4 3 - 0 1 0 8 C H R o b i n s o n W o r l d w i d e I n c FD. MAG I N B I T FD. MAG I N B I T FD. 1/2" REBAR B L O C K 1 L O T 1 PID: 28-116 - 2 2 - 4 3 - 0 1 0 4 Hennepin Vi l l a g e M a s t e r A s s o c . PID: 28-116 - 2 2 - 4 3 - 0 0 8 1 S. Thayur & P . G a d d e PID: 28-116- 2 2 - 4 3 - 0 0 8 2 V. Ravichan d r a n & D . V i v e k r a j PID: 28-116- 2 2 - 4 3 - 0 0 8 3 P Voora & B . V o o r a PID: 28-116-22-44-0006 DCHR Acquisition LLC PID: 28-116-22-41-0004 C H Robinson Worldwide Inc PID: 28-116-22-42-0036 C H Robinson Worldwide Inc ADDRESS UNASSIGNED THERE ARE NO BUILDINGS ON THE SURVEYED PROPERTY CHARLSON ROAD (Public Street) FD. MAG I N B I T FD. MAG I N B I T FD. 1/2" REBAR FD. MAG IN BIT LIA T R I S L A N E (P u b l i c S t r e e t ) FD. 1/2 INCH REBAR FD. 1/2 INCH REBAR LS #23021 FD. 1/2 INCH REBAR LS #23021 FD. 1/2 INCH REBAR LS #23021 FD. 1/2 INCH REBAR LS #23021 FD. 1/2 INCH REBAR LS #23021 FD. 1/2 INCH REBAR LS #23021 FD. 1/2 INCH REBAR LS #23021 FD. MAG NAIL FD. MAG NAIL 70 R/ W R/WVARIES 67 R/W 170.4± 29 8 . 6 ± 63.2± 81.9± 8 FT BITUMINOUS TRAIL 8 FT BITUMINOUS TRAIL PLUM S T O N E D R I V E (Pub l i c S t r e e t ) 50 R/W SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - S 0 0 2 A . D W G 34 S002A EDEN PRAIRIE, MN 04/21/26 TDD TDD TDD PRAIRIE BLUFF COMMONS EXISTING CONDITIONS 16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 ERNEST M. WIRTZ JR 6311904/21/26 LENNAR HOMES NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 0'50'100'150' 1" = 50' 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . 50' 10' or 5' PROJECT NUMBER: 0070595.00 PROPERTY DESCRIPTION The following information was provided by National Commercial Services, Issuing Agent for Old Republic National Title Insurance Company, File Number ORTE751008, which has an effective date of September 03, 2025 at 7:00 A.M.: Lot 1, Block 1, in Eden Bluff Highlands 4th Addition, Hennepin County, Minnesota. Together with easements set forth in Amended and Restated Easement Agreement dated June 30, 2013, filed July 25, 2013 as Document No. T05099982. Being registered land as is evidenced by Certificate of Title No. 1200816. GENERAL NOTES 1.Bearings of property lines shown hereon are based on the Hennepin Coumty coordinate system, (NAD 83 - 2011 Control Adjustment). 2.Lengths of lines and distances between features are measured in US-Survey Feet. LEGEND POST INDICATOR VALVE FLARED END SECTION SANITARY MANHOLE BEEHIVE CATCH BASIN CATCH BASIN SIGN STREET LIGHT STEEL/WOOD POST POWER UNDERGROUND WATERMAIN FIBER OPTIC SANITARY SEWER STORM SEWERGATE VALVE HYDRANT HAND HOLE/JUNCTION BOX STORM MANHOLE TELEPHONE BOX FENCE LINE CURB & GUTTER FOUND MONUMENT (SEE LABEL) PUG SAN STO WAT FO S ST T X HH EASEMENT LINE LOT LINE BOUNDARY LINE RIGHT-OF-WAY LINE FIBER OPTIC PEDESTAL FIBER OPTIC MANHOLE FO FO ELECTRIC BOX 840 850 85 0 850 850 85 0 860 87 0 836 838 842 84 2 842 844 84 4 844 846 84 6 846 848 84 8 848 852 85 2 852854 85 4 854 85 6 856 85 6 85 8 858 85 8 85 8 858 858858 85 8 858 862 864 86 6 86 8 87 2 87 4 87 6 85 0 850 860 86 0 84 2 84 4 84 6 846 84 8 848 85 2 852 854 85 4 856 85 6 858 85 8 86 2 86 4 86 6 85 6 840 850 860 836838 842844846848852854856858 85 0 85 0 846 84 6 84 8 84 8 852 85 2 85 4 85 4 85 6 858 858 858 858 858858 85 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 131415161718 1 2 3 4 5 6 7 8 9 10 11121314151617181920 21 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11121314151617181920 21 OUTLOT B 27 26 25 24 23 22 21 20 19 1 2 3 4 5 6 OUTLOT A OUTLOT C OUTLOT C OUTLOT C OU T L O T C OU T L O T C N2 9 ° 2 8 ' 4 7 " W 1 2 5 . 9 2 N29 ° 4 4 ' 5 7 " E 5 2 9 . 1 8 N82°36'03"E 184 . 3 1 S89°47'34"E 56.46 S78°53'51"E 1 0 0 . 3 0 S89°17'04"W 893.34 S47 ° 3 1 ' 0 5 " W 66.8 0 S1 0 ° 0 1 ' 1 7 " E 2 0 2 . 5 1 S0 5 ° 2 8 ' 4 8 " E 1 1 9 . 9 8 S1 0 ° 0 1 ' 1 6 " E 2 0 2 . 5 7 ∆= 3 ° 0 6 ' 0 6 " R= 6 4 8 . 5 0 35 . 1 1 N78°47'05"E 1 1 5 . 5 9 ∆=10°29'42" R=312.50 57.24N89°16'47"E 248.97 ∆=18°48'52" R=212.50 69.78 S71°54' 2 1 " E 3 8 2 . 6 3 N60°3 1 ' 2 4 " E 2 9 1 . 3 4 N29 ° 2 8 ' 4 7 " W 1 2 0 . 4 3 N60°3 1 ' 2 4 " E 1 9 6 . 9 6 OUTLOT F 3 28 29 OUTLOT H 29 OUTLOT H FF E = 8 5 8 . 0 SO G 85 8 . 0 FF E = 8 5 8 . 5 SO G 85 8 . 5 FF E = 8 5 8 . 5 SO G 85 8 . 5 FF E = 8 5 8 . 5 SO G 85 8 . 5 FF E = 8 5 9 . 0 SO G 85 9 . 0 FF E = 8 5 8 . 5 SO G 85 8 . 5 FF E = 8 5 9 . 0 SO G 85 9 . 0 FFE=859.5 SOG 859.5 FFE=860.0 SOG 860.0 FFE=859.5 SOG 859.5 FFE=860.0 SOG 860.0 FF E = 8 6 1 . 5 SO G 86 1 . 5 FF E = 8 6 1 . 5 SO G 86 1 . 5 FFE=861.0 SOG 861.0 FFE=861.0 SOG 861.0 FFE=859.5 SOG 859.5 FFE=859.5 SOG 859.5 57.2 58.9 56.5 56.6 59.0 59.0 56.8 57.0 59.0 58.0 58.0 57.3 HP 57.6 58 . 3 58 . 3 57 . 6 59 . 3 59 . 2 57 . 5 59.9 60.5 59.8 60.6 60.1 60.0 60 . 0 60 . 1 57 . 6 59 . 4 57 . 5 59 . 5 FF E = 8 5 8 . 0 SO G 85 8 . 0 FF E = 8 5 9 . 5 SO G 85 9 . 5 FF E = 8 6 0 . 0 SO G 86 0 . 0 FF E = 8 6 0 . 5 SO G 86 0 . 5 FF E = 8 6 0 . 5 SO G 86 0 . 5 FF E = 8 6 0 . 0 SO G 86 0 . 0 56.8 58.0 58.0 58.3 57.2 FF E = 8 5 9 . 0 SO G 85 9 . 0 57.5 FF E = 8 5 9 . 5 SO G 85 9 . 5 FF E = 8 5 8 . 0 SO G 85 8 . 0 FF E = 8 5 9 . 5 SO G 85 9 . 5 57.5 58.3 57.8 FF E = 8 5 9 . 5 SO G 85 9 . 5 FF E = 8 5 9 . 0 SO G 85 9 . 0 59 . 0 58 . 7 FFE=860.0 SOG 860.0 FFE=860.0 SOG 860.0 58 . 0 FFE=859.5 SOG 859.5 57 . 9 FFE=859.5 SOG 859.5 FFE=860.0 SOG 860.0 FFE=861.0 SOG 861.0 58 . 7 59 . 0 FFE=859.5 SOG 859.5 FFE=860.0 SOG 860.0 FFE=861.0 SOG 861.0 57 . 6 FF E = 8 6 1 . 5 SO G 86 1 . 5 FF E = 8 6 1 . 5 SO G 86 1 . 5 60.5 58 . 6 58 . 9 60.6 FF E = 8 6 1 . 5 SO G 86 1 . 5 FF E = 8 6 1 . 5 SO G 86 1 . 5 FFE=860.0 SOG 860.0 FFE=860.0 SOG 860.0 FFE=859.5 SOG 859.5 0 1 2 3 0 1 2 3 4 0 1 2 3 4 0 1 01 2 3 4 5 6 7 8 9 10 11 12 13 14 1516171819202122 LP 2+18.50 ELEV 856.97 HP 7+83.23 ELEV 860.09 LP 13+27.34 ELEV 857.11 HP 18+64.65 ELEV 860.13 HP 3+67.46 ELEV 860.59 HP 3+30.07 ELEV 860.69 859.3 851.1 R 859.3 859.5 851.3 R 859.5 859.9 851.7 R 859.9 860.3 852.1 R 860.3 860.6 852.4 R 860.6 860.9 852.7 R 860.9 861.2 853.0 R 861.2 861.5 853.3 R 861.5 861.3 853.1 R 861.3 860.7 852.5 R 860.7 860.3 852.1 R 860.3 860.0 851.8 R 860.0 859.7 851.5 R 859.7 859.3 851.1 R 859.3 859.0 850.8 R 859.0 57 . 6 57 . 9 58 . 3 58 . 6 59 . 0 59 . 3 59 . 6 60 . 0 60 . 0 59 . 7 59 . 4 59 . 1 58 . 7 58 . 4 58 . 1 57 . 8 57.6 57 . 4 55 . 6 58 . 8 59 . 0 60 . 1 59 . 5 59 . 0 59 . 3 59 . 3 59 . 5 59 . 6 59 . 8 59 . 8 58 . 5 56 . 2 53 . 2 51 . 7 48 . 1 HP 59.0 HP 59.0 EOF 58.0 LP 55.8 LP 58.9 EOF 60.5 EOF 60.5 HP 58.8 HP 58.7 EOF 58.5 LP 54.2 HP 57.5 HP 59.5 0. 6 0 % 0. 6 0 % 0.60%0.60% 0. 6 0 % 0.6 1 % 0.61%0.61% LP 56.9LP 56.4LP 56.3 EOF 57.7 EOF 57.5 HP 58.5 LP 56.6 LP 56.1 HP 59.5HP 59.5 57.8 57.2 EOF 57.0 HP 57.5 850 848 852 854 858 85 8 858 85 6 INFILT. SHELF 15PP CITY POND ID 28-42-C OUTLET = 849.0 BOTT = 847.2 100-YR HWL = 855.3 BERM = 856.0 EOF = 855.5 EX. POND B CITY POND ID 28-42-B OUTLET = 842.0 BOTT = 828.0 EX. 100-YR HWL = 851.9 PR. 100-YR HWL = 848.9 EOF = 855.5 EOF 55.5 EOF 55.5 HP 59.5 EOF 57.8 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSF SF 58 . 7 59 . 0 59 . 4 59 . 7 60 . 1 60 . 4 60 . 7 60 . 8 59 . 8 59 . 5 59 . 2 58 . 8 58 . 5 HP 58.6 HP 59.1 EOF 58.0 8 BW 56.0 TW 56.5 BW 50.0 TW 56.9 BW 50.0 TW 58.1 BW 50.0TW 58.2 BW 50.0TW 57.9 BW 56.5 TW 57.0 TW 53.0BW 48.2 TW 53.0 BW 49.1 TW 53.0 BW 53.0 0.60% LP 54.9 EOF 56.5HP 57.5 56.1 PO S T - S F PO S T - S F PO S T - S F POS T - S F POST-SF POS T - S F PO S T - S F PO S T - S F POS T - S F POS T - S F POST-SF 6.1% 6.2% 5.8% 4.2% 5.3% 7.3% 4.9% 5.8% 5.1% 7.6% 6.8% 5.5% 7. 7 % 6.6 % 7. 6 % 7.2 % 6.0 % 8. 2 % 7. 0 % 7.9 % 5.3% 4.3% 5.4% 5.0% 7. 4 % 4.9 % 6. 3 % 7. 9 % 6. 0 % 7. 7 % 5. 7 % 7. 1 % 5.9 % 7. 5 % 6.8 % 7.0 % 7.4 % 7.2 % 7.1 % 7.1 % 7.1 % 6. 8 % 7.2 % 6. 8 % 6.9 % 7.1 % 6. 8 % 4.8 % 3. 9 % 3.9 % 2.0%3.3% 2. 0 % 2. 0 % 2.8% 2. 6 % 2. 6 % 2.0%2.5%2.0%2.0%2.0%2.4% 2.1% 2.0 % 2.0 % 2. 0 % 2.1% 2.0% 2. 1 % 2.0% 2.8%2.0% 2. 0 % 3.7% 3: 1 3:1 10:1 2.0% SF SF SF 57.8 HP 61.0 HP 61.0 861.0 852.8 R 861.0 60 . 5 60 . 2 7.0 % 4.7% 4.9% 7.9% 55 . 8 5.6% 4.9% 6.5% 7.0% 57.5 57.6 6. 4 % 5. 3 % 3.8% 4.8% 7.4 % 58 . 4 59 . 1 58 . 8 58 . 4 BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BI O BIO BIO BIO BI O BIO BIO BIO CH A R L S O N R O A D HH S HH FO ST STHH S HH FO S ST PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FO FO FO FO FO FO FO FO FO FO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST ST O STO STO ST O STO STO STO STO WAT WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WA T WA T WA T SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN STO ST O ST O ST O ST O ST O ST O ST O ST O STO ST O ST O STO STO STO STO ST O ST O ST-1 ST-2 ST-3 ST-4 ST-5 ST-6 ST-7 ST-8 ST-9 ST-10 STO ST O OUT OUT OUT OUT OU T OU T OU T OU T OUT OUT OUT OUT OU T OU T OU T OU T OU T OU T OU T OU T OUT OUT STOST S 01 2 3 4 5 6 7 8 9 10 11 12 13 14 1516171819202122 0 1 2 3 4 0 1 2 3 0 1 0 1 2 3 4 LP 2+18.50 ELEV 856.97 HP 7 + 8 3 . 2 3 EL E V 8 6 0 . 0 9 LP 13+27.34 ELEV 857.11 HP 1 8 + 6 4 . 6 5 EL E V 8 6 0 . 1 3 ST STO ST O ST O ST O ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN STO STO STO 8 0 1234 5 6 7 8 9 0 1 2 3 4 012345 6 7 CBMH-116 RE=858.90 IE=854.90 (12") STMH-124 RE=859.79 IE=851.49 (18") IE=851.08 (18") IE=854.87 (15") IE=851.08 (15") STMH-117 RE=859.76 IE=850.55 (24") IE=854.45 (12") IE=850.55 (18") IE=851.63 (12") STMH-108 RE=859.57 IE=850.00 (27") IE=850.00 (15") IE=854.79 (15") IE=850.32 (24") CBMH-112 RE=859.48 IE=855.48 (12") CBMH-109 RE=859.48 IE=854.86 (15") IE=855.38 (12") IE=854.86 (15") CBMH-128 RE=859.59 IE=855.64 (12") CBMH-125 RE=859.59 IE=854.94 (15") IE=855.55 (12") IE=854.94 (15") CBMH-127 RE=859.55 IE=855.56 (15") CBMH-126 RE=859.56 IE=855.47 (15") IE=855.47 (15")CBMH-111 RE=859.43 IE=855.48 (12") CBMH-110 RE=859.43 IE=855.39 (15") IE=855.39 (12") CBMH-106 RE=857.82 IE=853.84 (12") CBMH-107 RE=857.84 IE=849.73 (27") IE=849.73 (27") IE=853.75 (12") CBMH-129 RE=857.94 IE=853.96 (12") CBMH-305 RE=856.88 IE=853.00 (12") CBMH-130 RE=858.03 IE=853.87 (15") IE=853.87 (12") CBMH-133 RE=857.88 IE=853.92 (12") CBMH-132 RE=857.88 IE=852.01 (18") IE=853.83 (12") IE=852.01 (18") CBMH-105 RE=857.79 IE=853.83 (12") CBMH-104 RE=857.77 IE=853.54 (15") IE=853.74 (12") CBMH-304 RE=856.38 IE=852.16 (15") IE=852.16 (12") CBMH-303 RE=856.33 IE=851.42 (15") IE=851.42 (15") STMH-205 RE=856.20 IE=842.81 (42") IE=848.60 (27") IE=842.81 (48")CBMH-120 RE=856.72 IE=852.59 (12") IE=852.59 (15") CBMH-119 RE=856.80 IE=852.68 (12") CBMH-134 RE=856.59 IE=852.89 (12") CBMH-135 RE=856.59 IE=852.79 (12") IE=852.79 (15") CBMH-102 RE=856.44 IE=849.25 (27") IE=849.25 (27") CBMH-101 RE=856.44 IE=849.22 (27") IE=849.22 (27") 2.0' SUMP=847.22 CBMH-123 RE=856.55 IE=851.66 (15") IE=851.66 (15") CBMH-122 RE=856.55 IE=851.73 (15") IE=851.73 (15") CBMH-115 RE=855.87 IE=851.96 (12") CBMH-114 RE=855.87 IE=850.75 (12") IE=850.75 (15") IE=851.87 (12") CBMH-118 RE=856.15 IE=852.15 (12") CBMH-212 RE=855.83 IE=851.79 (12") CBMH-211 RE=855.80 IE=851.70 (12") IE=849.50 (15") CBMH-121 RE=854.91 IE=852.06 (15") IE=852.06 (15") CBMH-103 RE=855.82 IE=849.58 (27") IE=849.58 (27") IE=851.82 (15") CBMH-131 RE=856.58 IE=852.34 (15") IE=852.34 (18") IE=852.54 (15") CBMH-113 RE=854.24 IE=851.20 (12") OCS-201 RE=855.20 IE=841.24 (48") IE=841.24 (48") IE=849.00 (42") STMH-206 RE=854.73 IE=849.25 (21") IE=843.58 (36") IE=843.58 (42") EX STMH-431 IE=841.02 SILT FENCE (TYP.) EROSION CONTROL BLANKET (TYP.) INLET SEDIMENT CONTROL (TYP.) POST GRADING SILT FENCE (TYP.) CONSTRUCT MANHOLE OVER EX. STORM SEWER EX. STORM SEWER TO BE REROUTED AROUND SITE PERIMETER WATER EDGE CONSTRUCT MANHOLE OVER EX. STORM SEWER ST R E E T 1 ST R E E T 2 ST R E E T 3 ST R E E T 4 STREET 5 MODULAR BLOCK RETAINING WALL STREET 5 42" FES-202 IE=848.00 BIOROLLS OR FLOATING SILT CURTAIN (TYP.) POND MAINTENANCE BENCH (TYP.) ROCK CONSTRUCTION ACCESS (TYP.) STMH-302 RE=857.51 IE=851.11 (15") IE=851.11 (15") STMH-301 RE=852.75 IE=848.75 (15") IE=843.21 (15") 15" FES-300 IE=842.00 24" FES-100 IE=849.00 15" FES-210 IE=849.00 STMH-204 RE=856.22 IE=841.94 (48") IE=841.94 (48") STMH-203 RE=856.21 IE=841.52 (48") IE=841.52 (48") CONNECT TO EXISTING MANHOLE RECONSTRUCT PED. RAMP, AS NEEDED, TO MEET ADA REQUIREMENTS SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - C 0 0 2 . D W G 34 C002 EDEN PRAIRIE, MN 04/21/26 . . .PRAIRIE BLUFF COMMONS PRELIMINARY GRADING & EROSION CONTROL PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 5964004/21/26 THOMAS D. DESUTTER LENNAR HOMES NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 0'50'100'150' 1" = 50' 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . ### ### or ## Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL PERMANENT VEGATATIVE COVER OF A CONSISTENT, UNIFORM DESITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH IS ACCOMPLISHED (LMRWD RULE B, SECTION 3.4.3C). SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. GRADING NOTES TOTAL DISTURBED AREA = 13.02 AC TOTAL PROPOSED IMPERVIOUS = 7.20 AC EXISTING IMPERVIOUS =11.78 AC EARTHWORK TAKEOFF CUT VOLUME (UNADJUSTED)14,363 CY FILL VOLUME (UNADJUSTED)21,756 CY NET VOLUME (UNADJUSTED)7,393 CY (SHORT) 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL PERMANENT VEGATATIVE COVER OF A CONSISTENT, UNIFORM DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH IS ACCOMPLISHED (LMRWD RULE B, SECTION 3.4.3C). EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. 6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX: TWO YEAR COVER CROP (TCC) AT 25-POUNDS PER ACRE. B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX: OATS & PEAS (OP) (FALL) OR OATS (O) (SPRING/SUMMER) AT 110-POUNDS PER ACRE OR 100-POUNDS PER ACRE RESPECTIVELY. C.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX: WET DITCH (WD) AT 20-POUNDS PER ACRE. D.POND SLOPES SHALL BE MNDOT SEED MIX: SOUTHERN TALLGRASS ROADSIDE (STR) AT 26-POUNDS PER ACRE. E.GENERAL SEEDING SHALL BE MNDOT SEED MIX: RESIDENTIAL TURFGRASS (RT) AT 200-POUNDS PER ACRE. F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE. 9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. GENERAL EROSION CONTROL NOTES PROJECT NUMBER: 0070595.00 EXISTING PROPOSED GRADING LEGEND PROPERTY LINE 982 980 TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION FLOW DIRECTION SB-19 RETAINING WALL BOULDER (ROCK) 0.00% 900.00 900.00 TW=XXX.XX BW=XXX.XX E.O.F. HIGH/LOW POINTHP/LP 900.00 CL-CL ELEVATIONCL-CL 900.00 PROPOSED STREET PROFILE GRADEX.XX% POND NORMAL WATER LEVEL POND ACCESS MAINTENANCE BENCH SILT FENCESF POST SILT FENCEPOST-SF POND OUTLET LINEOUT INLET PROTECTION BIOROLL OR FLOATING SILT CURTAINBIO ROCK CONSTRUCTION ACCESS EXISTING TREE TO REMAIN (SEE SHEET L001 FOR TREE PROTECTION DETAILS) STO STORM SEWER (PUBLIC) 840 840 850 850 850 850 860 860 860 860 860 860 860 870 870 870 842 842 842 842 844 844 844 844 846 846 846 846 848 848 848 848 852852 852 852 852 852 852852 85 485 4 854 854 854 854 854854 856 856 856 85 6 856 856 856 856 85 6 856 856 85 6 856 856 85 8 85 8 858 858 858 858 858 858 858 858 862 862 862 862 862 864 864 864 864 864 866 866 866 868 868 868 87 2 872 87 4 874 87 6 87 6 876 876 85 4 85 4 85 6 85 6 85 6 856 856 85685 6 85 6 85 8 85 8 858 858 858 858858 85 8 85 8 85885 8 SEC T I O N 2 8 , T O W N S H I P 1 1 6 , R A N G E 2 2 CHARLSON ROAD LIAT R I C L A N E PLUMSTONE DR ST ST S S MH E S S S S S ST HH HH ST HH ST ST S ST STO STO ST O STO WAT WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT ST O STO STO ST O ST O ST O STO STO STO STO STO STO STO STO STO STO STO ST O STO STO STO STO STO ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O STO STO STO ST O SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT ST O STO STO STO STO STO STO STO STO STO STO STO WA T WA T WA T SA N SA N SA N ST-101 ST-102 ST-103 ST-106 ST-105 ST-104 ST-10 STO STO OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OU T WA T 1 2 3 4 5 6 7 15 1 OU T L O T C 1 2 3 4 5 6 7 8 9 10 111213141516 17 18 19 20 21 22 12 11 10 9 8 7 24 23 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 37 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 25 8 OUTLOT D OUTLOT E OU T L O T E OU T L O T E 37 S71°54'21"E 382.63 N60 ° 3 1 ' 2 4 " E 2 9 1 . 3 4 N29 ° 2 8 ' 4 7 " W 1 2 0 . 4 3 N84°09'03" W 3 2 4 . 0 0 N60°49'30"W 4 2 9 . 3 5 N2 9 ° 4 1 ' 2 3 " E 77 . 9 1 ∆= 3 0 ° 4 9 ' 2 4 " R= 2 2 4 . 0 0 120 . 5 0 ∆=1 5 ° 5 2 ' 0 6 " R=7 6 0 . 6 0 210. 6 5 ∆=1 4 ° 5 2 ' 1 5 " R=2 7 6 . 0 0 71.6 3 N61 ° 3 0 ' 3 8 " E 33.8 7 ∆= 2 6 ° 3 4 ' 5 0 " R= 2 0 8 . 3 1 96. 6 4 ∆= 1 7 ° 1 3 ' 3 4 " R= 2 8 4 . 0 0 85 . 3 9 N1 7 ° 4 2 ' 1 4 " E 41 . 9 5 ∆=9 0 ° 0 0 ' 0 0 " R=1 9 . 0 0 29.8 5 S72°17'46"E 602.41 N1 7 ° 4 2 ' 0 0 " E 48 . 7 3 S72°18'00"E 31.11 N1 8 ° 1 0 ' 4 7 " E 5 1 9 . 0 1 N60 ° 3 1 ' 2 4 " E 1 9 6 . 9 6 OUTLOT G R150.00 6 5 4 3 2 1 35 36 7 8 OUTLOT H OUTLOT H 0 1 2 0 1 2 3 4 5 6 7 8 0 1 2 3 4 56 7 8 9 10 0 1 HP 2+54.82 ELEV 857.05 LP 5 + 4 1 . 6 9 EL E V 8 5 5 . 5 9 HP 8+31.32 ELEV 857.09 HP 2 + 5 5 . 6 6 EL E V 8 5 7 . 2 3 LP 5 + 6 8 . 8 1 ELE V 8 5 5 . 0 4 HP 7 + 4 8 . 7 8 EL E V 8 5 5 . 8 6 78 9 0 FF E = 8 5 8 . 0 SO G 85 8 . 0 FF E = 8 5 8 . 5 SO G 85 8 . 5 57.2 FF E = 8 5 8 . 0 SO G 85 8 . 0 56.8 85 8 . 0 0 1 2 LP 54.2 HP 57.5 HP 57.5 850 848 852 854 85 6 INFILT. S H E L F 1 5 P P CITY PO N D I D 2 8 - 4 2 - C OUTLET = 8 4 9 . 0 BOTT = 8 4 7 . 2 100-YR H W L = 8 5 5 . 3 BERM = 8 5 6 . 0 EOF = 8 5 5 . 5 EOF 55.5 SFSF SF SF SF 57 . 2 55 . 8 56.3 56.6 56.9 56.9 56.6 56.2 56.5 56.8 57.0 56.8 56.5 56.4 56.8 57.0 56.8 56.5 56 . 9 55 . 6 56 . 4 57 . 2 56 . 6 56 . 6 56 . 2 55 . 3 55 . 0 57 . 6 57 . 3 57 . 6 57 . 3 FFE=857.5 SOG 857.5 FFE=857.5 SOG 857.5 FFE=858.5 SOG 858.5 FFE=858.5 SOG 858.5 FFE=857.5 SOG 857.5 FFE=857.5 SOG 857.5 FFE=85 7 . 2 SOG 857.2 FFE=85 6 . 2 SOG 856.2 FFE=857.5 SOG 857.5 FFE=858.5 SOG 858.5 FFE=858.5 SOG 858.5 FFE=858.5 SOG 858.5 FFE=858.5 SOG 858.5 56 . 2 FF E = 8 5 7 . 5 SO G 85 7 . 5 FF E = 8 5 7 . 5 SO G 85 7 . 5 FF E = 8 5 8 . 5 SO G 85 8 . 5 FFE=858.5 SOG 858.5 FFE=858.5 SOG 858.5 FFE=858.5 SOG 858.5 FFE=858.5 SOG 858.5 FFE=858.5 SOG 858.5 FFE=858.5 SOG 858.5 FF E = 8 5 8 . 5 SO G 85 8 . 5 FF E = 8 5 7 . 5 SO G 85 7 . 5 FF E = 8 5 7 . 5 SO G 85 7 . 5 0 1 2 3 4 5 6 7 8 0 1 2 3 4 56 7 8 9 10 HP 2 + 5 5 . 6 6 EL E V 8 5 7 . 2 3 LP 5 + 6 8 . 8 1 ELE V 8 5 5 . 0 4 HP 7 + 4 8 . 7 8 EL E V 8 5 5 . 8 6 HP 2+54.82 ELEV 857.05 LP 5 + 4 1 . 6 9 EL E V 8 5 5 . 5 9 HP 8+31.32 ELEV 857.09 FF E = 8 5 7 . 5 SO G 85 7 . 5 FF E = 8 5 7 . 5 SO G 85 7 . 5 FF E = 8 5 8 . 5 SO G 85 8 . 5 FF E = 8 5 8 . 5 SO G 85 8 . 5 FF E = 8 5 7 . 5 SO G 85 7 . 5 FF E = 8 5 8 . 5 SO G 85 8 . 5 FF E = 8 5 8 . 5 SO G 85 8 . 5 FF E = 8 5 8 . 5 SO G 85 8 . 5 FF E = 8 5 7 . 5 SO G 85 7 . 5 FF E = 8 5 7 . 5 SO G 85 7 . 5 FF E = 8 5 7 . 5 SO G 85 7 . 5 6. 3 % 6.5 % 6.9 % 6. 3 % 3.0 % 5.0 % 6.9 % 4.9 % 5. 4 % 5. 5 % 4. 8 % 7.7 % 7. 4 % 5.2% 4.2% 6.9% 5.0% 3.5 % 3.5 % 5.1% 7.9% 7.7% 7.5% 5.2% BW 56.0 TW 56.5 BW 50.0TW 56.9 EX. PON D C CITY PO N D I D 2 8 - 4 2 - A OUTLET = 8 4 1 . 5 EX. 100- Y R H W L = 8 4 7 . 5 PR. 100 - Y R H W L = 8 4 6 . 9 EOF = 8 5 3 . 4 INFILT. S H E L F 1 6 P P CITY PO N D I D 2 8 - 4 2 - D OUTLET = 8 4 7 . 0 BOTT = 8 4 5 . 2 100-YR H W L = 8 5 2 . 1 BERM = 8 5 3 . 5 EOF = 8 5 3 . 0 LP 54.8 EOF 56.5 2. 1 % 2. 0 % 2. 5 % EOF 56.5 2.0% TW 57.0BW 57.0 TW 57.0BW 52.0 TW 57.0BW 57.0 3:1 3:1 3:1 3:1 3:1 850 848 852 850 846 848 852 854 85 8 856 854 TW 53.0BW 48.2 TW 53.0 BW 49.1 TW 53.0BW 53.0 HP 58.0 EOF 53.0 1.80%0.80% 0.80% 0.60% 0.60% 0.60% 0. 6 0 % 0.6 0 % 0.60%0.60% 0. 6 0 % 0.8 0 % 56.1 PO S T - S F PO S T - S F POST - S F POST-SF PO S T - S F PO S T - S F 6.1%2.0 % 2.1% 2.0% 3:1 3:1 10:1 PO S T - S F POST-SF POST-SF POST-SF POS T - S F POST - S F POST- S F POST- S F POST - S F POST - S F POST-SF PO S T - S F POS T - S F POST-S F PO S T - S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF FF E = 8 5 7 . 5 SO G 85 7 . 5 FF E = 8 5 7 . 5 SO G 85 7 . 5 56.2 4.9% 4. 8 % 6. 1 % 4. 8 % 6. 1 % LP 54.8 EOF 56.5 4.4% 5.6% 2. 0 % 0 1 TW 53.0BW 53.0 TW 53.0BW 49.7 LP 53.6 2.0% 3.8% 7.2% 7.2% 4.1% 5.4% 3.7% 6.8% 58.0 58.0 56.2 4.7% 4.9% 55 . 8 BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO BIO ST R E E T 1 WATER EDGE WATER EDGE BIOROLLS OR FLOATING SILT CURTAIN (TYP.) ROCK CONSTRUCTION ACCESS (TYP.) SILT FENCE (TYP.) EROSION CONTROL BLANKET (TYP.) POST GRADING SILT FENCE (TYP.) POND MAINTENANCE BENCH (TYP.) CBMH-523 RE=856.48 IE=852.48 (15") CBMH-522 RE=856.48 IE=852.38 (18") CBMH-502 RE=853.33 IE=848.96 (12") CBMH-501 RE=853.33 IE=847.68 (27") 2.0' SUMP=845.68 18" FES-500 IE=847.00 CBMH-503 RE=854.18 IE=848.18 (12")CBMH-504 RE=855.05 IE=848.35 (27")CBMH-505 RE=855.96 IE=849.10 (27") CBMH-519 RE=855.64 IE=851.54 (24") CBMH-506 RE=855.45 IE=849.31 (27") CBMH-520 RE=855.64 IE=851.64 (12") CBMH-511 RE=855.39 IE=851.43 (12") CBMH-510 RE=855.39 IE=851.33 (15") CBMH-509 RE=854.99 IE=851.16 (15") CBMH-507 RE=854.50 IE=849.78 (15") CBMH-508 RE=854.50 IE=849.86 (12") CBMH-512 RE=854.80 IE=850.22 (12") CBMH-514 RE=855.18 IE=851.18 (15") CBMH-515 RE=855.18 IE=851.10 (15") STMH-518 RE=856.72 IE=852.31 (24") 24" FES-323 IE=846.00 OCS-320 RE=852.10 IE=841.60 (24") IE=847.00 (24") 24" FES-321 IE=841.50 MODULAR BLOCK RETAINING WALL STREET 6 ST R E E T 8 ST R E E T 7 STREET 9 RECONSTRUCT PED. RAMP, AS NEEDED, TO MEET ADA REQUIREMENTS PED RAMP (TYP.) INLET SEDIMENT CONTROL (TYP.) EXISTING BULKHEAD TO BE ABANDONED CBMH-386 RE=854.92 IE=850.80 (15") SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - C 0 0 2 A . D W G 34 C002A EDEN PRAIRIE, MN 04/21/26 TDD TDD TDD PRAIRIE BLUFF COMMONS PRELIMINARY GRADING & EROSION CONTROL PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 5964004/21/26 THOMAS D. DESUTTER LENNAR HOMES NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 0'50'100'150' 1" = 50' 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . 50' 10' or 5' Common Ground Alliance Call 48 Hours before digging: 811 or call811.com EXISTING PROPOSED GRADING LEGEND PROPERTY LINE 982 980 TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION FLOW DIRECTION SB-19 0.00% 900.00 900.00 TW=XXX.XX BW=XXX.XX E.O.F. HIGH/LOW POINTHP/LP 900.00 CL-CL ELEVATIONCL-CL 900.00 PROPOSED STREET PROFILE GRADEX.XX% TOTAL DISTURBED AREA = 9.42 AC TOTAL PROPOSED IMPERVIOUS = 4.32 AC EXISTING IMPERVIOUS = 2.04 AC EARTHWORK TAKEOFF CUT VOLUME (UNADJUSTED)10,588 CY FILL VOLUME (UNADJUSTED)9,792 CY NET VOLUME (UNADJUSTED)796 CY (EXCESS) PROJECT NUMBER: 0070595.00 RETAINING WALL BOULDER (ROCK) POND NORMAL WATER LEVEL POND ACCESS MAINTENANCE BENCH SILT FENCESF POST SILT FENCEPOST-SF POND OUTLET LINEOUT INLET PROTECTION BIOROLL OR FLOATING SILT CURTAINBIO ROCK CONSTRUCTION ACCESS EXISTING TREE TO REMAIN (SEE SHEET L001 FOR TREE PROTECTION DETAILS) STO STORM SEWER (PUBLIC) 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL PERMANENT VEGATATIVE COVER OF A CONSISTENT, UNIFORM DESITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH IS ACCOMPLISHED (LMRWD RULE B, SECTION 3.4.3C). SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. GRADING NOTES 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL PERMANENT VEGATATIVE COVER OF A CONSISTENT, UNIFORM DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH IS ACCOMPLISHED (LMRWD RULE B, SECTION 3.4.3C). EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. 6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX: TWO YEAR COVER CROP (TCC) AT 25-POUNDS PER ACRE. B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX: OATS & PEAS (OP) (FALL) OR OATS (O) (SPRING/SUMMER) AT 110-POUNDS PER ACRE OR 100-POUNDS PER ACRE RESPECTIVELY. C.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX: WET DITCH (WD) AT 20-POUNDS PER ACRE. D.POND SLOPES SHALL BE MNDOT SEED MIX: SOUTHERN TALLGRASS ROADSIDE (STR) AT 26-POUNDS PER ACRE. E.GENERAL SEEDING SHALL BE MNDOT SEED MIX: RESIDENTIAL TURFGRASS (RT) AT 200-POUNDS PER ACRE. F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE. 9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. GENERAL EROSION CONTROL NOTES CH A R L S O N R O A D IN D I G O D R I V E HH S HH FO ST STHH S FOFOFOFO HH FO S ST PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G FO FO FO FO FO FO FO FO FO FO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST ST O STO STO ST O STO STO STO STO WAT WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WA T WA T WA T SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN STO ST O ST O ST O ST O ST O ST O ST O ST O STO ST O ST O STO STO STO STO ST O ST O STO ST O OU T OUT OUT OUT OU T OU T OU T OU T OUT OUT OUT OUT OU T OU T OU T OU T OU T OU T OU T OU T OUT OUT OUTOUTOUTOUT STO STO STO STO ST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 131415161718 1 2 3 4 5 6 7 8 9 10 11121314151617181920 21 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11121314151617181920 21 OUTLOT B 27 26 25 24 23 22 21 20 19 1 2 3 4 5 6 OUTLOT A OUTLOT C OUTLOT C OUTLOT C OU T L O T C OU T L O T C N29 ° 2 8 ' 4 7 " W 1 2 5 . 9 2 N2 9 ° 4 4 ' 5 7 " E 5 2 9 . 1 8 S89°17'04"W 114.61 N82°36'03"E 184 . 3 1 S89°47'34"E 56.46 S78°53'51"E 1 0 0 . 3 0 S89°17'04"W 893.34 S47 ° 3 1 ' 0 5 " W 66.8 0 S1 0 ° 0 1 ' 1 7 " E 2 0 2 . 5 1 S0 5 ° 2 8 ' 4 8 " E 1 1 9 . 9 8 S1 0 ° 0 1 ' 1 6 " E 2 0 2 . 5 7 ∆= 3 ° 0 6 ' 0 6 " R= 6 4 8 . 5 0 35 . 1 1 N78°47'05"E 1 1 5 . 5 9 ∆=10°29'42" R=312.50 57.24N89°16'47"E 248.97 ∆=18°48'52" R=212.50 69.78 S71°54' 2 1 " E 3 8 2 . 6 3 N60°3 1 ' 2 4 " E 2 9 1 . 3 4 N29 ° 2 8 ' 4 7 " W 1 2 0 . 4 3 N84°09'03"W 324.00 N60°3 1 ' 2 4 " E 1 9 6 . 9 6 OUTLOT F 3 28 29 OUTLOT H 29 OUTLOT H INFILT. SHELF 15PP CITY POND ID 28-42-C OUTLET = 849.0 BOTT = 847.2 100-YR HWL = 855.3 BERM = 856.0 EOF = 855.5 EX. POND B CITY POND ID 28-42-B OUTLET = 842.0 BOTT = 828.0 EX. 100-YR HWL = 851.9 PR. 100-YR HWL = 848.9 EOF = 855.5 0.60% S 01 2 3 4 5 6 7 8 9 10 11 12 13 14 1516171819202122 0 1 2 3 4 0 1 2 3 0 1 0 1 2 3 4 LP 2+18.50 ELEV 856.97 HP 7 + 8 3 . 2 3 EL E V 8 6 0 . 0 9 LP 13+27.34 ELEV 857.11 HP 1 8 + 6 4 . 6 5 EL E V 8 6 0 . 1 3 ST STO ST O ST O ST O ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN STO STO STO 0 1234 5 6 7 8 9 0 1 2 3 4 012345 6 7 MH-24 RE=860.04 IE=850.08 (8" N) D=10.0 MH-21 RE=859.49 IE=844.46 (8" W) IE=849.35 (8" S) IE=845.82 (8" N) IE=844.36 (8" E) D=15.1 MH-4 RE=859.59 IE=845.33 (8" W) IE=845.43 (8" E) IE=845.23 (8" N) D=14.4 MH-6 RE=859.56 IE=844.33 (8" S) IE=843.46 (8" W) IE=846.20 (8" N) IE=843.36 (8" E) D=16.2 MH-2 RE=859.42 IE=846.33 (8" W) IE=846.23 (8" E) D=13.2 MH-19 RE=858.10 IE=847.33 (8" W) IE=845.46 (8" N) IE=845.36 (8" E) D=12.7 MH-8 RE=858.12 IE=842.41 (8" W) IE=842.31 (8" N) D=15.8 MH-18 RE=857.64 IE=847.64 (8" E) D=10.0 MH-16 RE=857.76 IE=846.66 (8" W) IE=846.76 (8" NE) D=11.1 MH-1 RE=857.65 IE=847.55 (8" E) D=10.1 MH-30 RE=856.90 IE=846.90 (8" S) D=10.0 MH-28 RE=856.61 IE=846.61 (8" S) D=10.0 MH-10 RE=856.46 IE=841.62 (8" S) IE=841.52 (8" W) D=14.9 MH-26 RE=856.47 IE=846.47 (8" S) D=10.0 EX MH-14 RE=852.62 IE=841.08 (8" S) IE=836.63 (8" W) IE=836.63 (8" E) D=16.0 8" PVC SDR 268" PVC SDR 358" PVC SDR 35 8" P V C S D R 3 5 8" P V C S D R 3 5 8" P V C S D R 3 5 8" P V C S D R 2 6 8" P V C S D R 2 6 8" P V C S D R 3 5 8" PVC SDR 35 8" PVC SDR 35 8" PVC SDR 35 8" PVC SDR 26 8" DIP WM 8" DIP WM 8" D I P W M 8" D I P W M 8" DIP WM 8" DIP WM 8" DIP WM 8" D I P W M 8" D I P W M 8" D I P W M 8" D I P W M 8" D I P W M 8" D I P W M 8" DIP WM EX. 8" W M EX. 8" W M EX. 8" WM EX . 8 " W M EX . 8 " S A N S E W EX. 8" SAN S E W CONNECT TO EXISTING WATERMAIN PROPOSED HYD W/ AUX VALVE (TYP.) 8"X6" TEE CONNECT TO EXISTING WATERMAIN CONNECT TO EXISTING WATERMAIN ST R E E T 1 ST R E E T 2 ST R E E T 3 ST R E E T 4 STREET 5 STREET 5 MH-252 RE=856.85 IE=841.37 (8" E) IE=841.27 (8" N) D=15.6 EX 8" SSWR MH-392 RE=857.56 IE=846.89 (8" SW) D=10.7 8" PVC SDR 35 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - C 0 0 3 . D W G 34 C003 EDEN PRAIRIE, MN 04/21/26 . . .PRAIRIE BLUFF COMMONS PRELIMINARY UTILITY PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 5964004/21/26 THOMAS D. DESUTTER LENNAR HOMES NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1" = 50' 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . 50' 10' or 5' PROJECT NUMBER: 0070595.00 SAN EXISTING PROPOSED STO WAT WAT OVERALL UTILITY LEGENDGENERAL UTILITY NOTES S DT SANITARY SEWER STORM SEWER (PUBLIC) WATER MAIN (PUBLIC) HYDRANT DRAIN TILE FUTURE1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE 4.ALL PRIVATE LARGE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE LOCAL JURISDICTION AND MINNESOTA PLUMBING CODE. ALL SMALL / DRY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 5.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 6.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 7.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 8.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER AND WATER LINES SHALL CROSS ABOVE ANY SEWER. IF THIS IS NOT ACHIEVABLE, SANITARY AND STORM SEWER SHALL BE CONSTRUCTED OF A MATERIAL APPROVED FOR USE WITHIN A BUILDING AND AS LISTED IN TABLE 701.2 OF THE MINNESOTA PLUMBING CODE. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 9.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 10.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY. 11.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 12.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE AND NOT WITHIN 10' OF WATER LINE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY AND STORM SEWER PIPE WITHIN 10 FEET OF THE BUILDING AND UNDER FOOTINGS, AND WITHIN10 FEET OF WATER LINE SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0. 13.STORM SEWER PIPE: A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY OR MN DEPARTMENT OF LABOR . B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76, WITH GASKETS PER ASTM C443. C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. E.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712. 15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE 604.10.1. 16.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 17.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. 18.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. STO STORM SEWER (PRIVATE) WAT WATER MAIN (PRIVATE) CONNECT TO EXISTING SANITARY SEWER PROPOSED PUBLIC STORM SEWER PROPOSED PUBLIC STORM SEWER 1 2 3 4 5 6 7 9 10 11 12 13 14 15 1 OU T L O T C 1 2 3 4 5 6 7 8 9 10 111213141516 17 18 19 20 21 22 12 11 10 9 8 7 24 23 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 37 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 25 8 OUTLOT D OUTLOT E OU T L O T E OU T L O T E 37 S71°54'21"E 382.63 N60 ° 3 1 ' 2 4 " E 2 9 1 . 3 4 N29 ° 2 8 ' 4 7 " W 1 2 0 . 4 3 N84°09'03" W 3 2 4 . 0 0 N60°49'30"W 4 2 9 . 3 5 N2 9 ° 4 1 ' 2 3 " E 77 . 9 1 ∆= 3 0 ° 4 9 ' 2 4 " R= 2 2 4 . 0 0 12 0 . 5 0 ∆=1 5 ° 5 2 ' 0 6 " R=7 6 0 . 6 0 210. 6 5 ∆=1 4 ° 5 2 ' 1 5 " R=2 7 6 . 0 0 71.6 3 N61 ° 3 0 ' 3 8 " E 33.8 7 ∆= 2 6 ° 3 4 ' 5 0 " R= 2 0 8 . 3 1 96. 6 4 ∆= 1 7 ° 1 3 ' 3 4 " R= 2 8 4 . 0 0 85 . 3 9 N1 7 ° 4 2 ' 1 4 " E 41 . 9 5 ∆=9 0 ° 0 0 ' 0 0 " R=1 9 . 0 0 29.8 5 S72°17'46"E 602.41 N1 7 ° 4 2 ' 0 0 " E 48 . 7 3 S72°18'00"E 31.11 N1 8 ° 1 0 ' 4 7 " E 5 1 9 . 0 1 N60 ° 3 1 ' 2 4 " E 1 9 6 . 9 6 OUTLOT G R150.00 6 5 4 3 2 1 35 36 7 8 OUTLOT H OUTLOT H SEC T I O N 2 8 , T O W N S H I P 1 1 6 , R A N G E 2 2 CHARLSON ROAD LIAT R I C L A N E PLUMSTONE DR ST ST S S MH E S S S S S ST HH HH ST HH ST ST S ST STO STO ST O STO WAT WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WAT ST O STO STO ST O ST O ST O STO STO STO STO STO STO STO STO STO STO STO ST O STO STO STO STO STO ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O STO STO STO ST O SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT ST O STO STO STO STO STO STO STO STO STO STO STO WA T WA T WA T SA N SA N SA N STO STO OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OUT OU T WA T 0 1 2 0 1 0 1 2 3 4 5 6 7 8 0 1 2 3 4 56 7 8 9 10 0 1 HP 2+54.82 ELEV 857.05 LP 5 + 4 1 . 6 9 EL E V 8 5 5 . 5 9 HP 8+31.32 ELEV 857.09 HP 2 + 5 5 . 6 6 EL E V 8 5 7 . 2 3 LP 5 + 6 8 . 8 1 EL E V 8 5 5 . 0 4 HP 7 + 4 8 . 7 8 EL E V 8 5 5 . 8 6 678 9 0 1 8" P V C S D R 3 5 8" D I P W M EX. 8" WM PROPOS E D H Y D W / INFILT. S H E L F 1 5 P P CITY PO N D I D 2 8 - 4 2 - C OUTLET = 8 4 9 . 0 BOTT = 8 4 7 . 2 100-YR H W L = 8 5 5 . 3 BERM = 8 5 6 . 0 EOF = 8 5 5 . 5 EX. PON D C CITY PON D I D 2 8 - 4 2 - A OUTLET = 8 4 1 . 5 EX. 100 - Y R H W L = 8 4 7 . 5 PR. 100- Y R H W L = 8 4 6 . 9 EOF = 8 5 3 . 4 INFILT. S H E L F 1 6 P P CITY PON D I D 2 8 - 4 2 - D OUTLET = 8 4 7 . 0 BOTT = 8 4 5 . 2 100-YR H W L = 8 5 2 . 1 BERM = 8 5 3 . 5 EOF = 8 5 3 . 0 ST R E E T 2 MH-233 RE=856.25 IE=844.31 (8" S) IE=844.31 (8" NE) D=11.9 MH-234 RE=856.69 IE=844.60 (8" S) IE=844.70 (8" W) IE=844.60 (8" N) D=12.1MH-239 RE=857.83 IE=845.83 (8" E) D=12.0 MH-236 RE=856.43 IE=845.31 (8" SW) IE=845.31 (8" N) D=11.1 MH-219 RE=855.83 IE=845.60 (8" NW) IE=845.70 (8" SE) IE=845.60 (8" NE) D=10.2 MH-217 RE=856.61 IE=845.99 (8" W) IE=845.99 (8" SE) D=10.6 MH-215 RE=855.82 IE=846.76 (8" NW) IE=846.76 (8" E) D=9.1 MH-213 RE=854.95 IE=846.95 (8" SE) D=8.0 MH-221 RE=856.02 IE=846.22 (8" N) D=9.8 MH-223 RE=856.27 IE=844.77 (8" S) IE=844.67 (8" N) D=11.6 MH-225 RE=855.58 IE=843.94 (8" E) IE=843.87 (8" W) IE=843.84 (8" N) D=11.7 8" D I P W M 8" DIP WM CONNECT TO EXISTING WATERMAIN CONNECT TO EXISTING WATERMAIN 8" DIP WM 8" D I P W M 8" DIP WM 8" D I P W M 8" PVC SDR 35 8" PVC S D R 3 5 8" P V C S D R 3 5 8" P V C S D R 3 5 8" PVC SDR 35 8" PVC SDR 3 5 MH-330 RE=857.00 IE=845.47 (8" S) IE=845.37 (8" N) D=11.6 8" P V C S D R 3 5 CONNECT TO EXISTING SANITARY SEWER 8" PVC SDR 35 8" P V C S D R 3 5 8" P V C S D R 3 5 8" P V C S D R 3 5 MH-389 RE=855.88 IE=844.46 (8" S) IE=844.36 (8" W) D=11.5 MH-388 RE=855.90 IE=844.10 (8" SW) IE=844.10 (8" E) D=11.8 CONNECT TO EXISTING WATERMAIN MH-383 RE=855.03 IE=846.13 (8" NW) D=8.9 8" P V C S D R 3 5 8" PVC SDR 35 8" PVC SDR 35 STREET 6 ST R E E T 7 ST R E E T 7 STREET 8 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - C 0 0 3 A . D W G 34 C003A EDEN PRAIRIE, MN 04/21/26 . . .PRAIRIE BLUFF COMMONS PRELIMINARY UTILITY PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 5964004/21/26 THOMAS D. DESUTTER LENNAR HOMES NOT FOR CONSTRUCTION © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'50'100'150' 1" = 50' 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . 50' 10' or 5' PROJECT NUMBER: 0070595.00 SAN EXISTING PROPOSED STO WAT WAT OVERALL UTILITY LEGENDGENERAL UTILITY NOTES S DT SANITARY SEWER STORM SEWER (PUBLIC) WATER MAIN (PUBLIC) HYDRANT DRAIN TILE FUTURE1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE 4.ALL PRIVATE LARGE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE LOCAL JURISDICTION AND MINNESOTA PLUMBING CODE. ALL SMALL / DRY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 5.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 6.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 7.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 8.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER AND WATER LINES SHALL CROSS ABOVE ANY SEWER. IF THIS IS NOT ACHIEVABLE, SANITARY AND STORM SEWER SHALL BE CONSTRUCTED OF A MATERIAL APPROVED FOR USE WITHIN A BUILDING AND AS LISTED IN TABLE 701.2 OF THE MINNESOTA PLUMBING CODE. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 9.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 10.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY. 11.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 12.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE AND NOT WITHIN 10' OF WATER LINE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY AND STORM SEWER PIPE WITHIN 10 FEET OF THE BUILDING AND UNDER FOOTINGS, AND WITHIN10 FEET OF WATER LINE SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0. 13.STORM SEWER PIPE: A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY OR MN DEPARTMENT OF LABOR . B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76, WITH GASKETS PER ASTM C443. C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. E.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712. 15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE 604.10.1. 16.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 17.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. 18.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. STO STORM SEWER (PRIVATE) WAT WATER MAIN (PRIVATE) Prairie Bluff Commons Project Elevations Eden Prairie, Minnesota 0070595.00 Phone (952) 937-5150Fax (952) 937-5822Toll Free (888) 937-5150 12701 Whitewater DriveMinnetonka, MN 55343westwoodps.com Westwood Professional Services, Inc. 03-31-2026 N                                  0070595.00 03-31-2026    Phone (952) 937-5150Fax (952) 937-5822Toll Free (888) 937-5150 12701 Whitewater DriveMinnetonka, MN 55343westwoodps.com Westwood Professional Services, Inc. Project Elevations Prairie Bluff Commons Eden Prairie, MN                                                                      ±  ±  ± š ± B  ST ST S S MH E S S S S S ST HH HH S HH FO ST STHH S FOFOFOFO HH FO S ST PU G PU G PU G PU G PU G PU G FO FO FO X X X X X X X X X X X X ST ST S ST STO WA T WA T WA T WA T WAT WAT WAT WAT WATSANSAN SAN ST O ST O ST O STO STO STO STO STO STO STO ST O STO SAN SAN SAN SAN WA T WAT WAT WAT WAT SAN SAN SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT STO STO STO STO WATSA N OUT OU T OU T OUT OU T OU T OU T OUT OUT OUT OUT OUT OUTOUTOUT OUT OUT OUT STO ST S ST ST SAN SAN SAN CODE QTY COMMON / BOTANICAL NAME SIZE ROOT SPACING O.C.MATURE SIZE EVERGREEN TREES - 138 BHS 26 BLACK HILLS SPRUCE / PICEA GLAUCA DENSATA 7` HT.B&B AS SHOWN H 30`-40` W 20`-30` CWP 42 COLUMNAR WHITE PINE / PINUS STROBUS 'FASTIGIATA'7` HT.B&B AS SHOWN H 40` W 15` CCF 17 CONCOLOR FIR / ABIES CONCOLOR 7` HT.B&B AS SHOWN H 30`-50` W 25`-30` NOS 19 NORWAY SPRUCE / PICEA ABIES 7` HT.B&B AS SHOWN H 60`-80` W 25`-30` POP 16 PONDEROSA PINE / PINUS PONDEROSA 7` HT.B&B AS SHOWN H 60`-80` W 25`-30` PSP 5 PRAIRIE STATESMAN SWISS STONE PINE / PINUS CEMBRA 'HERMAN'7` HT.B&B AS SHOWN H 25`-30` W 10`-12` WHP 13 WHITE PINE / PINUS STROBUS 7` HT.B&B AS SHOWN H 50`-80` W 30`-40` UNDERSTORY DECIDUOUS TREES - 41 ABS 16 AUTUMN BRILLIANCE SERVICEBERRY / AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'6` HT.-CLUMP B&B AS SHOWN H 30`-40` W 15`-20` ISJ 5 IVORY SILK JAPANESE TREE LILAC / SYRINGA RETICULATA 'IVORY SILK'1.5" CAL.B&B AS SHOWN H 20`-25` W 10`-15` PGA 14 PRAIRIE GOLD ASPEN / POPULUS TREMULOIDES 'NEARB'1.5" CAL.B&B AS SHOWN H 30` W 15` TCH 6 THORNLESS COCKSPUR HAWTHORN / CRATAEGUS CRUS-GALLI INERMIS 6` HT.-CLUMP B&B AS SHOWN H 15`-20` W 15`-20` OVERSTORY DECIDUOUS STREET TREES - 156 ACE 18 ACCOLADE ELM / ULMUS JAPONICA X WILSONIANA 'MORTON' TM 2.5" CAL.B&B AS SHOWN H 70` W 40`-50` BVL 29 BOULEVARD LINDEN / TILIA AMERICANA 'BOULEVARD'2.5" CAL.B&B AS SHOWN H 50`-60` W 25`-30` EKC 12 ESPRESSO KENTUCKY COFFEETREE / GYMNOCLADUS DIOICUS 'ESPRESSO'2.5" CAL.B&B AS SHOWN H 50`-60` W 40`-50` FFM 23 FALL FIESTA MAPLE / ACER SACCHARUM 'BAILSTA'2.5" CAL.B&B AS SHOWN H 60`-75` W 50` HAK 17 HACKBERRY / CELTIS OCCIDENTALIS 2.5" CAL.B&B AS SHOWN H 40`-60` W 40` REO 16 RED OAK / QUERCUS RUBRA 2.5" CAL.B&B AS SHOWN H 50`-70` W 50`-70` REL 15 REDMOND LINDEN / TILIA AMERICANA 'REDMOND'2.5" CAL.B&B AS SHOWN H 40'-60' W 25'-30' SKH 8 SKYLINE HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'2.5" CAL.B&B AS SHOWN H 50` W 30`-35` BVL*4 BOULEVARD LINDEN / TILIA AMERICANA 'BOULEVARD'2.5" CAL.B&B AS SHOWN H 50`-60` W 25`-30` FFM*4 FALL FIESTA MAPLE / ACER SACCHARUM 'BAILSTA'2.5" CAL.B&B AS SHOWN H 60`-75` W 50` HAK*4 HACKBERRY / CELTIS OCCIDENTALIS 2.5" CAL.B&B AS SHOWN H 40`-60` W 40` NRM*16 NORTHWOOD RED MAPLE / ACER RUBRUM 'NORTHWOOD'2.5" CAL.B&B AS SHOWN H 40`-60` W 40` PRE*8 PRINCETON ELM / ULMUS AMERICANA 'PRINCETON'2.5" CAL.B&B AS SHOWN H 60` W 40`-50` RVB*5 RIVER BIRCH / BETULA NIGRA 6` HT.-CLUMP B&B AS SHOWN H 40`-60` W 30`-40` SKH*6 SKYLINE HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'2.5" CAL.B&B AS SHOWN H 50` W 30`-35` WHO*9 WHITE OAK / QUERCUS ALBA 2.5" CAL.B&B AS SHOWN H 60`-80` W 60`-80` WSB*6 WHITESPIRE BIRCH / BETULA POPULIFOLIA 'WHITESPIRE'2.5" CAL.B&B AS SHOWN H 40`-45` W 30` OVERSTORY DECIDUOUS YARD TREES - 83 HGL*17 HARVEST GOLD LINDEN / TILIA CORDATA X MONGOLICA 'HARVEST GOLD'2.5" CAL.B&B AS SHOWN H 30`-40` W 25`-30` NHE*15 NEW HORIZON ELM / ULMUS CARPINIFOLIA 'NEW HORIZON'2.5" CAL.B&B AS SHOWN H 50'-50' W 30'-40' NAH*17 NORTHERN ACCLAIM HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'HARVE'2.5" CAL.B&B AS SHOWN H 35'-45' W 30'-35' SGM*16 SIENNA GLEN MAPLE / ACER X FREEMANII 'SIENNA'2.5" CAL.B&B AS SHOWN H 50`-60` W 40` SWO*18 SWAMP WHITE OAK / QUERCUS BICOLOR 2.5" CAL.B&B AS SHOWN H 50`-60` W 50`-60` OVERSTORY DECIDUOUS TREES - 44 DECIDUOUS SHRUBS - 270 BCV 83 BAILEY'S COMPACT CRANBERRYBUSH / VIBURNUM TRILOBUM 'BAILEY COMPACT'#5 CONT.5'-0" O.C.H 5`-6` W 5`-6` RCV 119 REDWING CRANBERRYBUSH / VIBURNUM TRILOBUM 'J.N. SELECT'H 8`-10` W 6`-8` SUN 68 SUMMER WINE NINEBARK / PHYSOCARPUS OPULIFOLIUS 'SEWARD'H 5`-6' W 5`-6' TEA 40 TECHNY ARBORVITAE / THUJA OCCIDENTALIS 'TECHNY'H 12`-15` W 6`-8` SMALL EVERGREEN TREES - 81 CODE QTY COMMON / BOTANICAL NAME SIZE ROOT SPACING O.C.MATURE SIZE #5 CONT.6'-0" O.C. #5 CONT.6'-0" O.C. 6'-0" O.C. BPJ 11 MGJ 30 5' HT. B&B / #10-#15 CONT. 8'-0" O.C. 8'-0" O.C.MOONGLOW JUNIPER / JUNIPERUS SCOPULORUM 'MOONGLOW' BLUE POINT JUNIPER / JUNIPERUS CHINENSIS 'BLUE POINT' H 12`-15` W 6`-8` H 10`-12` W 6`-8`5' HT. B&B / #10-#15 CONT. 5' HT. B&B / #10-#15 CONT. L005 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - L 0 0 5 . D W G 34EDEN PRAIRIE, MN 04/21/26 . . .PRAIRIE BLUFF COMMONS OVERALL PRELIMINARY LANDSCAPE PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 LENNAR HOMES © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . ### ### or ## PROJECT NUMBER: 0070595.00 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 04/21/26 26971 CORY MEYER NOT FOR CONSTRUCTION 0'150'300'450' 1" = 150' PRELIMINARY PLANT SCHEDULE ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINER NOTES: 1)QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. 2)LABELS WITH AN * INDICATE TREE PRESERVATION REPLACEMENT TREES, NO CHANGE IN SPECS. FROM OTHER DECIDUOUS TREES. 1.TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED PARKING LOT, SIDEWALK, AND UTILITY LOCATIONS. 2.STREET TREES SHALL BE PLANTED MIN 12' FROM BACK OF CURB IN A LOCATION THAT DOES NOT INTERFERE WITH INDIVIDUAL SEWER, WATER CONNECTIONS, AND EASEMENTS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 10' OFF ANY UTILITY PIPE AND CONIFEROUS TREES TREES SHOULD BE LOCATED A MINIMUM OF 15' OFF ANY UTILITY PIPE. 5.NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM A STREETLIGHT. 6.NO DECIDUOUS TREE WITHIN 5' OF A SIDEWALK OR TRAIL AND NO CONIFEROUS TREES WITHIN 15' OF A PROPOSED SIDEWALK OR TRAIL. 7.ALL LANDSCAPED AREAS SHALL BE IRRIGATED WITH A DRIP LINE OR SPRAY SYSTEM AS APPROPRIATE FOR THE PROPOSED PLANTINGS IN THE SPECIFIC AREA. 8.MECHANICALS TO BE SCREENED WITH ADEQUATE VEGETATION. 9.IRRIGATION PLANS TO BE PROVIDED BY IRRIGATION CONTRACTOR. PLANS TO SUBMITTED FOR REVIEW AND APPROVAL WITH THE CITY OF EDEN PRAIRIE PRIOR TO INSTALLATION. GENERAL NOTES CITY REQUIREMENTS & PROVISIONSTREE PRESERVATION CALCULATIONS SEEDING LEGEND BASIN BOTTOM SEED MIX (SW-13) TOTAL AREA: 0.5 AC BASIN SIDE SLOPE SEED MIX (SW-16) TOTAL AREA: 0.4 AC EVERGREEN TREES PLANT LEGEND DECIDUOUS OVERSTORY YARD TREES (TREE PRES.) UNDERSTORY DECIDUOUS TREES EXISTING DECIDUOUS TREE TO REMAIL EXISTING EVERGREEN TREE TO REMAIN PLUGS FOR FILTRATION BASIN BOTTOM (SW-19) *³ TOTAL AREA: 0.7 AC *³ THE INFILTRATION BASIN BOTTOM SHALL BE VEGETATED UTILIZING PLUGS SPACED 18" O.C. SPECIES SHALL BE SELECTED FROM THE APPROVED LIST WITH A MIX OF 60% FORB SPECIES AND 40% GRAMINOID SPECIES. IN ORDER TO PROMOTE DIVERSITY OF SPECIES, NO LESS THAN 10 DIFFERENT SPECIES SHALL BE PLANTED, AND EACH SPECIES SHALL REPRESENT 5% OF THE TOTAL NUMBER OF PLUGS. IF SUBSTITUTIONS ARE REQUIRED, SPECIES CAN BE SELECTED FROM THE APPROPRIATE CATEGORY FROM BASIN BOTTOM SEED MIX (SW-13). DECIDUOUS OVERSTORY TREES (TREE PRES.) DECIDUOUS OVERSTORY STREET TREES (TREE PRES.) DECIDUOUS OVERSTORY STREET TREES MNDOT RESIDENTIAL TURF (RT) SEED MIX TOTAL AREA: 0.9 AC * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE. * ALL DISTURBED AREAS IN LIATRIC LANE & CHARLSON ROAD R.O.W. TO BE SEEDED WITH MNDOT MESIC INSLOPE (MI) SEED MIX. LEGEND OUT EX. POND NORMAL WATER LINE PROJECT BOUNDARY PR. POND NORMAL WATER LINE DOG PARK - DECOMPOSED GRANITE - 11,420 S.F. MH E S S S S S ST HH S ST ST O STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STO SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WA T WA T WA T WA T WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT SAN SAN SAN SA N SAN OUT OUT OUT OUTOUT OUT OUT OUTN29 ° 4 1 ' 2 3 " E 77. 9 1 ∆=3 0 ° 4 9 ' 2 4 " R=2 2 4 . 0 0 120 . 5 0 ∆=15°5 2 ' 0 6 " R=760 . 6 0 210.65 ∆=14°5 2 ' 1 5 " R=276. 0 0 71.63 N61°3 0 ' 3 8 " E 33.87 ∆=2 6 ° 3 4 ' 5 0 " R=2 0 8 . 3 1 96.6 4 ∆= 1 7 ° 1 3 ' 3 4 " R= 2 8 4 . 0 0 85 . 3 9 N1 7 ° 4 2 ' 1 4 " E 41 . 9 5 ∆=90 ° 0 0 ' 0 0 " R=19 . 0 0 29.85 5 - BHS 3 - CCF 5 - WHP 2 - POP 5 - BHS 4 - POP 3 - ABS 1 - TCH 1 - RVB* 1 - NRM* 1 - PRE* 1 - PRE* 1 - PRE* 2 - SGM* 1 - HGL* 1 - NAH* 3 - NHE* 1 - SWO* 2 - HGL* 1 - SGM* 3 - HGL* 2 - NHE* 1 - SGM* 3 - PGA 1 - WHO* 1 - WHO* 1 - TCH 2 - NAH* 4 - MGJ 2 - NRM* 8 - FFM 6 - HAK 8 - BVL 9 - REO 1 - TCH 1 - ABS 1 - BHS 10 - BCV 6 - RCV 5 - RCV 8 - SUN 7 - SUN 5 - BCV 6 - RCV 2 - MGJ INFILT. SHELF 16PP OUTLET = 847.0 BOTT = 845.2 100-YR HWL = 851.9 BERM = 853.5 EOF = 853.0 50' SIGHT TRIANGLE EXISTING TRANSFORMER BOX 30' SIGHT TRIANGLE 30' SIGHT TRIANGLE 30' SIGHT TRIANGLE FENCE WITH RETAINING WALL L006 SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 NOT FOR CONSTRUCTION 0'30'60'90' 1" = 30' N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - L 0 0 5 . D W G 34EDEN PRAIRIE, MN 04/21/26 TDD TDD TDD PRAIRIE BLUFF COMMONS PRELIMINARY LANDSCAPE PLAN16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 LENNAR HOMES © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . ### ### or ## PROJECT NUMBER: 0070595.00 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 04/21/26 26971 CORY MEYER SEEDING LEGEND BASIN BOTTOM SEED MIX (SW-13) TOTAL AREA: 0.5 AC BASIN SIDE SLOPE SEED MIX (SW-16) TOTAL AREA: 0.4 AC EVERGREEN TREES PLANT LEGEND DECIDUOUS OVERSTORY YARD TREES (TREE PRES.) UNDERSTORY DECIDUOUS TREES EXISTING DECIDUOUS TREE TO REMAIL EXISTING EVERGREEN TREE TO REMAIN PLUGS FOR FILTRATION BASIN BOTTOM (SW-19) *³ TOTAL AREA: 0.7 AC *³ THE INFILTRATION BASIN BOTTOM SHALL BE VEGETATED UTILIZING PLUGS SPACED 18" O.C. SPECIES SHALL BE SELECTED FROM THE APPROVED LIST WITH A MIX OF 60% FORB SPECIES AND 40% GRAMINOID SPECIES. IN ORDER TO PROMOTE DIVERSITY OF SPECIES, NO LESS THAN 10 DIFFERENT SPECIES SHALL BE PLANTED, AND EACH SPECIES SHALL REPRESENT 5% OF THE TOTAL NUMBER OF PLUGS. IF SUBSTITUTIONS ARE REQUIRED, SPECIES CAN BE SELECTED FROM THE APPROPRIATE CATEGORY FROM BASIN BOTTOM SEED MIX (SW-13). DECIDUOUS OVERSTORY TREES (TREE PRES.) DECIDUOUS OVERSTORY STREET TREES (TREE PRES.) DECIDUOUS OVERSTORY STREET TREES MNDOT RESIDENTIAL TURF (RT) SEED MIX TOTAL AREA: 0.9 AC * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE. * ALL DISTURBED AREAS IN LIATRIC LANE & CHARLSON ROAD R.O.W. TO BE SEEDED WITH MNDOT MESIC INSLOPE (MI) SEED MIX. LEGEND OUT EX. POND NORMAL WATER LINE PROJECT BOUNDARY PR. POND NORMAL WATER LINE DOG PARK - DECOMPOSED GRANITE - 11,420 S.F. SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - L 0 0 5 . D W G 34 L008 EDEN PRAIRIE, MN 04/21/26 . . .PRAIRIE BLUFF COMMONS PRELIMINARY LANDSCAPE NOTES & DETAILS16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 LENNAR HOMES © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . ### ### or ## PROJECT NUMBER: 0070595.00 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 04/21/26 26971 CORY MEYER NOT FOR CONSTRUCTION 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDEN AREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDED HARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC). SEE RAIN GARDEN DETAIL FOR FURTHER INFORMATION. RAIN GARDEN TO PROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL. PLANTING NOTES LAST REVISED: 10/23/18SHRUB & PERENNIAL CONTAINER PLANTING LA27-C N.T.S. 2X CONT. DIAMETER SET CONTAINER ROOT SOIL ON UNDISTURBED SUBSOIL OR MILD COMPACTED SOIL FOR DEPTH TO MATCH FINISH GRADE SCARIFY SIDES AND BOTTOM OF HOLE. DEPTH PER CONTAINER SOIL DEPTH BACKFILL PLANT PIT WITH SPECIFIED PLANTING SOIL OR AS APPROVED EDGING AT PLANTING BEDS, AS SPECIFIED, ADJACENT TO LAWN AREAS MULCH AS SPECIFIED (AND FILTER FABRIC, AS INDICATED) REMOVE CONTAINER, SCARIFY SIDES, AND SET SOIL MASS ON COMPACTED SOIL BASE MOUND, MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE LAST REVISED: 10/19/18DECIDUOUS TREE PLANTING LA28 N.T.S. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. TREE WRAP MATERIAL FROM GROUNDLINE UPWARD TO FIRST BRANCHES, AS REQUIRED. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. 2X BALL DIAMETER SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. 2XBALL DIAMETER LAST REVISED: 10/19/18EVERGREEN TREE PLANTING LA29 N.T.S. PLANTING DETAILS SHREDDED HARDWOOD MULCH (TYP.) AC UNIT (TYP.) EDGER (TYP.) PATIO PATIO PATIO PATIO SHARED DRIVEWAY SHARED DRIVEWAY 3' 3' WIDE CONCRETE SIDEWALK (TYP.) SHREDDED HARDWOOD MULCH (TYP.) 4.5' 4' 11 ' 1 - TAJ 3 - KFG 2 - HFG 3 - AMC 2 - KFG 3 - DBH 2 - HFG 3 - AMC 1 - KFG 1 - TAJ 9 - DGY 2 - AMC 3 - KFG 5 - DBH 10 - ASD 8 - DBH 4 - ASD 4 - ASD 3 - DBH 9 - DGY 2 - AMC 5 - DBH 10 - ASD CODE QTY COMMON / BOTANICAL NAME SIZE ROOT SPACING O.C.MATURE SIZE DECIDUOUS SHRUBS - 34 AMC 10 AUTUMN MAGIC BLACK CHOKEBERRY / ARONIA MELANOCARPA 'AUTUMN MAGIC'#5 CONT.3`-0" O.C.H 3`-5` W 3`-4` DBH 24 DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA #5 CONT.3`-0" O.C.H 3`-4` W 3`-4` EVERGREEN SHRUBS - 20 DGY 18 DARK GREEN SPREADER YEW / TAXUS X MEDIA 'NIGRA'#5 CONT.4`-0" O.C.H 3'-4' W 4'-6' TAJ 2 TRAUTMAN JUNIPER / JUNIPERUS CHINENSIS 'TRAUTMAN'#6 CONT.AS SHOWN H 12` W 4` GRASSES / PERENNIALS - 41 ASD 28 APRICOT SPARKLES DAYLILY / HEMEROCALLIS X 'APRICOT SPARKLES'#1 CONT.24" O.C.H 15"-18" W 18"-24" HFG 4 HAMELN FOUNTAIN GRASS / PENNISETUM ALOPECUROIDES 'HAMELN'#1 CONT.30" O.C.H 24"-30" W 24"-30" KFG 9 KARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#1 CONT.30" O.C.H 4`-5` W 2`-3` CODE QTY COMMON / BOTANICAL NAME SIZE ROOT SPACING O.C.MATURE SIZE DECIDUOUS SHRUBS - 46 AMC 23 AUTUMN MAGIC BLACK CHOKEBERRY / ARONIA MELANOCARPA 'AUTUMN MAGIC'#5 CONT.3`-0" O.C.H 3`-5` W 3`-4` DBH 23 DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA #5 CONT.3`-0" O.C.H 3`-4` W 3`-4` EVERGREEN SHRUBS - 20 BTS 2 BLUE TOTEM COLORADO SPRUCE / PICEA PUNGENS 'BLUE TOTEM'#6 CONT.AS SHOWN H 15'-18' W 3'-4' DGY 18 DARK GREEN SPREADER YEW / TAXUS X MEDIA 'NIGRA'#5 CONT.4`-0" O.C.H 3'-4' W 4'-6' GRASSES / PERENNIALS - 46 ASD 29 APRICOT SPARKLES DAYLILY / HEMEROCALLIS X 'APRICOT SPARKLES'#1 CONT.24" O.C.H 15"-18" W 18"-24" KFG 11 KARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#1 CONT.30" O.C.H 4`-5` W 2`-3` HFG 6 HAMELN FOUNTAIN GRASS / PENNISETUM ALOPECUROIDES 'HAMELN'#1 CONT.30" O.C.H 24"-30" W 24"-30" PATIO PATIO PATIO PATIO PATIO PATIO SHARED DRIVEWAY SHARED DRIVEWAY SHARED DRIVEWAY SHREDDED HARDWOOD MULCH (TYP.) AC UNIT (TYP.) EDGER (TYP.) 3' 3' WIDE CONCRETE SIDEWALK (TYP.) SHREDDED HARDWOOD MULCH (TYP.) 4.5' 4' 11 ' 1 - BTS 1 - BTS 3 - DBH 3 - AMC 3 - DBH 3 - AMC 3 - DBH 3 - AMC 2 - HFG 2 - KFG 9 - DGY 2 - AMC 3 - KFG 5 - AMC 2 - HFG 2 - KFG 2 - HFG 1 - KFG 4 - ASD 4 - ASD 8 - DBH 8 - DBH 4 - ASD 4 - ASD 9 - DGY 2 - AMC 3 - KFG 5 - AMC 10 - ASD 10 - ASD SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 N: \ 0 0 7 0 5 9 5 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ P R E L I M I N A R Y \ 0 0 7 0 5 9 5 . 0 0 - L 0 0 5 . D W G 34 L007 EDEN PRAIRIE, MN 04/21/26 . . .PRAIRIE BLUFF COMMONS PRELIMINARY FOUNDATION PLANTING DETAIL16305 36TH AVENUE NORTH, SUITE 600 PLYMOUTH, MN. 55446 PR A I R I E B L U F F C O M M O N S 10/21/25 LENNAR HOMES © 2 0 2 6 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 11/26/25 02/18/26 03/31/26 04/21/26 . PRELIMINARY PLAT RESUBMITTAL PRELIMINARY PLAT SECOND RESUBMITTAL PRELIMINARY PLAT THIRD RESUBMITTAL PRELIMINARY PLAT FOURTH RESUBMITTAL . ### ### or ## PROJECT NUMBER: 0070595.00 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 04/21/26 26971 CORY MEYER NOT FOR CONSTRUCTION 0'10'20'30' 1" = 10' PRELIMINARY FOUNDATION PLANTING SCHEDULE: 4-UNIT TOWNHOME PRELIMINARY FOUNDATION PLANTING SCHEDULE: 6-UNIT TOWNHOME PRELIMINARY FOUNDATION PLANTING PLAN: 4-UNIT TOWNHOME PRELIMINARY FOUNDATION PLANTING PLAN: 6-UNIT TOWNHOME *NORTH VARIES 25'-0" 1st FLR. T/PORCH PL. 8' - 1 " 6:12 PITCH6:12 PITCH 6:12 12 10 FACE APPLIED STONE VENEER FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 ADDRESS LOCATION PL PL FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 8" TRIM 7 6" LAP SIDING 4" CORNER BOARDS, TYP. 8" TRIM 8" TRIM NOTE: 4" TRIM & CORNER BOARDS TYPICAL, U.N.O. 4" TRIM TYP., U.N.O. SEE ADJACENT GABLE DETAIL BOARD & BATTEN w/ MATCHING RETURNS 10" FREIZE BOARDBOX BEAM 8' - 1 1 / 8 " T.O. SUBFL. T.O. PLATE 9' - 1 1 / 8 " T.O. PLATE T.O. WDW. 1' - 4 3 4" 6' - 1 1 " FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 10" BOX COLUMN W/ 4" CAP & 6" BASE TRIM T.O. FND.1' - 6 1 4"4' - 0 " A4.1 6:12 PITCH 6:12 PITCH 25'-0" OPTIONAL REAR GABLE, SEE CONTROL DWG'S FOR LOCATIONS FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 PL PL 12 8 7' - 1 1 " 6' - 1 1 " T.O. SUBFLR. T.O. WDW. T.O. PLATE T.O. PLATE T.O. WDW. 9' - 1 1 / 8 " 8' - 1 1 / 8 " T.O. FND. 1'- 6 1 / 4 " T.O. CONC SLAB 8' - 0 " T.O. SUBFLR. 6" LAP SIDING BOARD & BATTEN 4" TRIM, TYP. 8" TRIM BOARD 6: 1 2 6: 1 2 6: 1 2 6: 1 2 6: 1 2 5 TOTAL ROOF VENTS BY ROOFING CONTRACTOR 4' OF FIRE RETARDANT TREATED PLYWD ON EACH SIDE OF PROPERTY LINE 6' TYPICAL ICE & WATER SHIELD AT EXTERIOR WALLS & 3' TYPICAL AT ROOF VALLEYS 1'- 0 " O. H . , TY P . 1' - 0 " O. H . , TY P . SEE 7/A4 FOR FIRE-RATED EAVE DETAIL GUTTER GUTTER 1' - 0 " O. H . , TY P . DOWN SPOUTLOC.,TYP. SEE 8/A4 FOR FIRE SEPARATION AT ADJACENT PORCH ROOFS DOWN SPOUTLOC.,TYP. 10:12 10:12 GUTTER GUTTER 10:12 1'- 0 " O. H . , TY P . EXTERIOR ELEVATION NOTES STRUCTURAL SHEATHING USED AT EXTERIOR WALLS TO PROVIDE LATERAL BRACING BAND BOARD TRIM WILL STEP UP / DOWN WITH BUILDING IT IS ATTACHED TO WHEN UNITS STEP TAYLOR ROOF VENT INSTALLATION NOTES ALL ROOF VENTS TO BE INSTALLED OVER 8" WIDE x 9" HIGH OPENINGS INTO THE ROOF SHEATHING. STANDARD LOCATION OF ROOF VENTS ON GABLE ROOFS TO BE 12" DOWN FROM THE ROOF RIDGE TO THE TOP OF THE 8"x9" OPENING. HIP ROOFS MAY REQUIRE THE OPENINGS TO BE CUT FURTHER DOWN FROM ROOF RIDGE TO ALIGN W/ REQUIRED SIDE ROOF VENTS. ROOF SHEATHING TO BE REMOVED FROM UNDERNEATH OVER-FRAMED OR PERPENDICULAR ROOF SYSTEMS FOR PROPER AIR MOVEMENT. NO ROOF VENT OPENINGS WITHIN 36" OF ANY VALLEY'S. 4" FACE TRIM STACKED ON TOP OF 6" FACE TRIM 6" FACE TRIM 1'- 6 " 1' - 5 " 6: 1 2 6: 1 2 4' OF FIRE RETARDANT TREATED PLYWD ON EACH SIDE OF PROPERTY LINE 6' TYPICAL ICE & WATER SHIELD AT EXTERIOR WALLS & 3' AT ROOF VALLEYS 1' - 0 " O. H . , TY P . 4'-0" 8:12 4'-0" 17'-0" GABLE GUTTER 8:12 1' - 0 " 25'-0" OPTIONAL REAR GABLE, SEE CONTROL DWG'S FOR LOCATIONS FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 PLPL 12 8 7' - 1 1 " 6' - 1 1 " T.O. SUBFLR. T.O. WDW. T.O. PLATE T.O. PLATE T.O. WDW. 9' - 1 1 / 8 " 8' - 1 1 / 8 " T.O. FND. 1'- 6 1 / 4 " T.O. CONC SLAB 8' - 0 " T.O. SUBFLR. 6" LAP SIDING BOARD & BATTEN 4" TRIM, TYP. 8" TRIM BOARD 6: 1 2 6: 1 2 6: 1 2 6: 1 2 6: 1 2 5 TOTAL ROOF VENTS BY ROOFING CONTRACTOR 4' OF FIRE RETARDANT TREATED PLYWD ON EACH SIDE OF PROPERTY LINE 6' TYPICAL ICE & WATER SHIELD AT EXTERIOR WALLS & 3' TYPICAL AT ROOF VALLEYS 1'- 0 " O. H . , TY P . 1' - 0 " O. H . , TY P . SEE 7/A4 FOR FIRE-RATED EAVE DETAIL GUTTER GUTTER 1' - 0 " O. H . , TY P . SEE 8/A4 FOR FIRE SEPARATION AT ADJACENT PORCH ROOFS 10:1210:12 GUTTER GUTTER 10:12 DOWNSPOUTLOC.,TYP. DOWN SPOUTLOC.,TYP. 1'- 0 " O. H . , TY P . 25'-0" 1st FLR. T/PORCH PL. 8' - 1 " 6:12 PITCH 6:12 PITCH 6:12 12 10 FACE APPLIED STONE VENEER FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 ADDRESS LOCATION PL PL 8" TRIM 7 6" LAP SIDING 4" CORNER BOARDS, TYP. 8" TRIM8" TRIM NOTE: 4" TRIM & CORNER BOARDS TYPICAL, U.N.O. 4" TRIM TYP., U.N.O. SEE ADJACENT GABLE DETAIL BOARD & BATTEN w/ MATCHING RETURNS 10" FREIZE BOARD BOX BEAM 8' - 1 1 / 8 " T.O. SUBFL. T.O. PLATE 9' - 1 1 / 8 " T.O. PLATE T.O. WDW. 1' - 4 34" 6' - 1 1 " FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 10" BOX COLUMN W/ 4" CAP & 6" BASE TRIM T.O. FND.1' - 6 14"4' - 0 " A4.1 6:12 PITCH 6:12 PITCH FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 6: 1 2 6: 1 2 4' OF FIRE RETARDANT TREATED PLYWD ON EACH SIDE OF PROPERTY LINE 6' TYPICAL ICE & WATERSHIELD AT EXTERIOR WALLS& 3' AT ROOF VALLEYS 1'- 0 " O. H . , TY P . 4'-0" 8:12 4'-0" 17'-0" GABLE GUTTER 8:12 1'- 0 " 6" LAP SIDING 10" FREIZE BOARD 6" LAP SIDING BOARD & BATTEN 8" TRIM BOARD 6" LAP SIDING 10" FREIZE BOARD 6" LAP SIDING BOARD & BATTEN 8" TRIM BOARD 25'-0" OPTIONAL REAR GABLE, SEE CONTROL DWG'S FOR LOCATIONS FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 PL PL 12 8 7' - 1 1 " 6' - 1 1 " T.O. SUBFLR. T.O. WDW. T.O. PLATE T.O. PLATE T.O. WDW. 9' - 1 1 / 8 " 8' - 1 1 / 8 " T.O. SUBFLR. 1' - 4 3 / 4 " T.O. CONC SLAB 8' - 1 1 / 2 " T.O. PLATE 6" LAP SIDING BOARD & BATTEN 4" TRIM, TYP. 8" TRIM BOARD 25'-0" OPTIONAL REAR GABLE, SEE CONTROL DWG'S FOR LOCATIONS FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 PL PL 6" LAP SIDING BOARD & BATTEN12 8 4" TRIM, TYP. 7' - 1 1 " 6' - 1 1 " T.O. SUBFLR. T.O. WDW. T.O. PLATE T.O. PLATE T.O. WDW. 9' - 1 1 / 8 " 8' - 1 1 / 8 " T.O. SUBFLR. 1' - 4 3 / 4 " T.O. PLATE T.O. CONC SLAB 8' - 1 1 / 2 " T.O. FOOTING 3' - 6 " 8" TRIM BOARD 25'-0" OPTIONAL REAR GABLE, SEE CONTROL DWG'S FOR LOCATIONS FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 PLPL 12 8 7'- 1 1 " 6'- 1 1 " T.O. SUBFLR. T.O. WDW. T.O. PLATE T.O. PLATE T.O. WDW. 9' - 1 1 / 8 " 8' - 1 1 / 8 " T.O. SUBFLR. 1' - 4 3 / 4 " T.O. CONC SLAB 8' - 1 1 / 2 " T.O. PLATE 6" LAP SIDING BOARD & BATTEN 4" TRIM, TYP. 8" TRIM BOARD 25'-0" OPTIONAL REAR GABLE, SEE CONTROL DWG'S FOR LOCATIONS FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1FIRE SEPARATION OF ADJACENT OVERHANG SOFFITS, SEE DETAIL 05/D1 PL PL 6" LAP SIDING BOARD & BATTEN 12 8 4" TRIM, TYP. 7' - 1 1 " 6' - 1 1 " T.O. SUBFLR. T.O. WDW. T.O. PLATE T.O. PLATE T.O. WDW. 9' - 1 1 / 8 " 8' - 1 1 / 8 " T.O. SUBFLR. 1' - 4 3 / 4 " T.O. PLATE T.O. CONC SLAB 8' - 1 1 / 2 " T.O. FOOTING 3'- 6 " 8" TRIM BOARD SCALE:A1.D 8 FRONT ELEVATION - INTERIOR UNIT D - GARAGE RIGHT 1/4" = 1'- 0" SCALE:A1.D 12 REAR ELEVATION - FULL FND. 1/8" = 1'- 0" SCALE:A1.D 11 ROOF PLAN - GARAGE RIGHT 1/8" = 1'- 0" LOCATION OF MATERIAL MATERIAL ON TRIM KEY KEYNOTE SYMBOL 1 2 3 4 1 4" 6" 8" 10" GARAGE INNER JAMBS, WINDOW SILLS, GABLE RAKE, FASCIA EXTERIOR TRIM KEY FRIEZE, RETURNS GABLE TRIM DETAIL SCALE:A1.D 10 PARTIAL ROOF PLAN w/ REAR GABLE 1/8" = 1'- 0" SCALE:A1.D 1 FRONT ELEVATION - INTERIOR UNIT D - GARAGE LEFT 1/4" = 1'- 0" SCALE:A1.D 4 ROOF PLAN - GARAGE LEFT 1/8" = 1'- 0"SCALE:A1.D 3 PARTIAL ROOF PLAN w/ REAR GABLE 1/8" = 1'- 0"SCALE:A1.D 9 SIDE ELEVATION - INT. UNIT 1/8" = 1'- 0" SCALE:A1.D 13 REAR ELEVATION - LOOKOUT 1/8" = 1'- 0"SCALE:A1.D 14 REAR ELEVATION - WALKOUT 1/8" = 1'- 0" SCALE:A1.D 2 SIDE ELEVATION - INT. UNIT 1/8" = 1'- 0" SCALE:A1.D 5 REAR ELEVATION - FULL FND. 1/8" = 1'- 0"SCALE:A1.D 6 REAR ELEVATION - LOOKOUT 1/8" = 1'- 0"SCALE:A1.D 7 REAR ELEVATION - WALKOUT 1/8" = 1'- 0" OP T . RE F . OPTIONAL ELECTRIC FIREPLACE SEE DETAIL BELOW P.H. 14'x8' DECK OR PATIOPL PL 25'-0" 7'-0 1/4"12'-0 3/4"5'-11" 134"31 2"134"31 2" (3) 3050 SH6068 SGD (2) 1-3/4" x 9-1/2" LSL w/ (2) JKS EA. END (3) 1-3/4" x 11 7/8" LSL w/ (3) JKS & (3) KINGS AT EA. END FLOOR BREAK PER SPEC. LEVEL 12'-1 1/2" FL O O R B R E A K P E R S P E C . L E V E L DINING FAMILY ROOM 45 ° 15 ' - 1 0 " 7' - 8 1 / 2 " 36 ' - 0 " 5 1 / 2 " 35 ' - 1 " 5 1 / 2 " 16 " D . P R E - E N G . F L R . T R U S S E S , SP A C I N G P E R S U P P L I E R T Y P . 8' - 1 0 " 4' - 2 " 3'-9 1/2" KITCHEN 34 1 / 2 " H I G H 2 x 4 W A L L 10 " F L U S H O V E R H A N G TRASH DW 6' - 1 1 " 6' - 9 " CA B I N E T S 7'-10" PA N T R Y (4 ) S H . 5' - 0 " 11 ' - 0 " 286 8 206 8 286 8 246 8 RA N G E MI C R O 306 8 40 6 8 B I - P A S S (1 ) R & S 2x 6 W A L L (2)2x6 20 MIN RATEDSELF-CLOSING (3)2x10 FLUSH BM. 5 1 / 2 " 8' - 1 0 " 22 ' - 7 1 / 2 " 2' - 7 " 3' - 5 1 / 2 " 5 1 / 2 " 21 ' - 1 0 " 30 ' - 2 " 52 ' - 0 " 13 ' - 9 1 / 2 " FL R G I R D E R T R U S S FL O O R G I R D E R T R U S S , C A N T . 5'-2" 6'-11 1/2"2'-1"51 2"5'-0"3'-11 3/4"4'-7 1/4" FL R G I R D E R T R U S S FL O O R G I R D E R T R U S S , C A N T . 5'-0"20'-0" 25'-0" 1'-111 4"16'-1 1/2"1'-111 4" 1 3/4" 4'-7 1/4"5'-1"7'-5 3/4"6'-11 1/2" DN (15) EQ. RISERS UP (17) EQ. R. W/ 10" TREADS PWDR TR 36"H. 2x4 WALLW/ WOOD CAP(2)2x6 FLUSH (3) 1-3/4" x 9-1/2" LSL -DROPPED (4) 2 x 4 (2) 2 x 6 10" DROPPED SOFFIT 5 1 / 2 " 14 ' - 8 1 / 2 " (2) 2 x 6 RADONVENT W.H.VENT 2'-1" 4'-7" MUDRM. 5' - 0 " 2'-0"512"1'-1134" 3' - 0 " 1' - 1 1 2" 3' - 7 " HVACCHASE 3' - 7 " 16 " D . F L R . T R U S S E S 12" DRP'D.SOFFIT 4' - 1 1 / 2 " 1' - 8 1 2" 31 2"512"13 4"31 2" GARAGE -4" CONC SLAB -5/8" TYPE X GYP BD. ON GARAGE CEILING & WALLS -R38 INSULATION IN CLG. HATCHED WALLS INDICATE INTERIOR BEARING WALLS -STUDS AT 16"O.C. AND DBL T/PLATE W 12x35 STEEL BEAM-DROPPED FOYER INSET STEP 3'-0" 16' x 7' OVERHEAD DOOR (2) 1-3/4"x 11-7/8" LSL CONT. HDR. AT PORTAL FRAME PER E/SD-2 16 " D . P R E - E N G . F L R . T R U S S E S , SP A C I N G P E R S U P P L I E R T Y P . 3" DIA SCHED. 40 STL. PIPE COLUMN 16 " D . F L R . T R U S S E S , 2 4 " C A N T . LINE OF 2ND FLR ABV 2x4 LEDGER ATTACHED TO ENDS OF FLR TRUSSES W/ (4) 12D NAILS 3" DIA SCHED. 40 STL. PIPE COLUMN (2) 2x6 HDR. W/ (2) 2x4 JACKS EA. END 2x4 LEDGER W/ (2) ROWS 12d NAILS AT 16"O.C. 9 1/4" x 9 1/4" FINISHED COLUMN W/ (2) SEPARATE P.T. 4x4 F.R.T. POSTS W/ SIMPSON ABA44Z POST BASE & BC40 CAP 3' - 9 " 3' - 0 " 4' - 3 " 612" LOW ROOF TRUSSES AT 24"O.C. 91 4"4'-7 3/8" 2'-3"2'-9" 4' - 5 1 / 2 " 9"3'-0" (2) 2 x 4 POC K E T (2) 2 x 4 STH D 1 4 (2) 2 x 4 STH D 1 4 (2) 2 x 4 STH D 1 4 (2) 2 x 4 STH D 1 4 (2)2x10 SEE 8&9/A4 FOR BOX BEAM DTLS. (2)2x6 FLUSH (3)2x6 DO W N PE D . SL O P E G A R A G E S L A B 5" T O G A R A G E D O O R PR E - E N G M O N O R O O F TR U S S E S A T 2 4 " O . C . A B V PR E - E N G M O N O RO O F T U S S E S AT 2 4 " O . C . (2) 2 x 6 (2) 2 x 4 POINT LOAD ABOVE FPHB PL PL 1'-11" 19'-6"5'-6" 6' - 1 1 " CL 3 1 / 2 " 3 1/2" APPLIEDSTONE VENEER INSTALL MW UPPER CAB. TO CEILINGTO COVER VENT 2 4" CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 8" GRAVEL BASE BASEMENT SLAB 01 01 1 A4.1 (2) 1 3/4" x 11 7/8" LSL w/ (2) 2x6 JKS EA END WOOD FRAMING AT HATCHED AREAS 2850 CASEMENT (EGRESS) PL A4.2 D1 D1 A/C DROP FDTN 12" @ GARAGE DOOR 25'-0" 20'-0"5'-0" 1'-93 4"16'-4 1/2"1'-93 4" 3' - 9 " 3' - 0 " 4' - 3 " 6" 4' - 4 " 8" 3' - 8 " 5' - 0 " 11 ' - 0 " 10 ' - 7 1 / 2 " 24 ' - 5 " 36 ' - 0 " 6' - 1 1 " 8" 8" SL O P E S L A B 5 " T O D O O R 2" W. x 12" H. NOTCH TO RECEIVE GARAGE SLAB 16" W. x 8" D. CONC. FOOTING (5000 PSI) 2" 2" W. x 8" H. NOTCH TO RECEIVE PORCH SLAB 20" W. x 8" D. CONC. FOOTING (5000 PSI)2" RIGID INSUL., R-10 3' - 8 " 8" 3' - 0 " HOLD GARAGE SLAB DOWN 3" FROM T/WALL 54"x54"x16" THK CONC FOOTING PAD w/ (5) #4 BARS EA. WAY AT 3" FROM BTM (SUPPORTS TWO UNITS W/ SIDE BY SIDE POINT LOADS) 42"x42"x18" THK CONC FOOTING PAD 6 A4.1 7'-0 1/4"10'-0"6'-9 3/4" 8" (2) 1 3/4"x9 1/2" LSL FLUSH (2)2x6 HDR FL R . G I R D E R TR U S S UP (15) EQ. RISERS W/ 10" TREADS (2) 1 3/4"x9 1/2" LSL FLUSH (3)2 x 4 (2)2 x 4 (4)2 x 4 2x4 INTERIOR BEARING WALL, STUDS AT 16"O.C. & 17"W.x8"D. SLAB FTG. 24"x24"x12"DEEP CONC. FOOTING SUMP (2)2x6 HDR W.H. TANKLESS FURN. FD SUB-SLAB VENT 8"2'-8"10'-3 1/2"2'-0"8'-2 1/2" 16" VOID IN FOOTING 3' - 7 " BATH R.I. FL R . G I R D E R TR U S S 17'-1 5/8" 18'-11"16 " D . F L O O R T R U S S E S SP A C I N G P E R S U P P L I E R , T Y P . 6" CONCRETE PORCH ABV 16 " D . F L O O R T R U S S E S SP A C I N G P E R S U P P L I E R , T Y P . 16 " F L R . TR U S S E S 16 " D . F L O O R T R U S S E S SP A C I N G P E R S U P P L I E R , T Y P . PL PL PL 16 ' - 0 " 7'-5 3/4" 20 ' - 8 1 / 4 " 3' - 1 0 1 / 2 " REINFORCE 8" CONC. PIER & FOOTING UNDER PORTAL FRAME WALL PER E/SD-2 10 " GARAGE SLAB 4" CONC. SLAB OVER COMP. FILL BLDG. PAD ( - 3500 P.S.I.) 5'-6" 2'-0" 1'-7 3/8" 45 ° 6" 4 A4.1 2" RIGID INSUL., R-10 16" W. x 8" D. CONC. FOOTING (5000 PSI) 36"H. 2x4 WALLW/ WOOD CAP 2'-3" 4'-11 3/4" 52 ' - 0 " 21 ' - 1 0 " 6" 4' - 1 1 1 / 2 " 23 ' - 9 " 8" 1' - 3 " 2' - 1 1 " 3' - 0 " 7" 30 ' - 2 " 01 D1 8" 12" 6' - 3 " CL 1'-2" 2" CL 7"23'-10" 25'-0" 24" W. x 8" D. CONC. FOOTING (5000 PSI) PATIO ABOVE 2'-3" 8"4'-6"8" 5'-10" EGRESS LADDER STEP FTG. EGRESS PIT 2'-3" HOLD TOP OF EGRESS PIT DOWN 8" 3'-3" 20" W. x 8" D. CONC. FOOTING (5000 PSI) 24" W. x 8" D. CONC. FOOTING (5000 PSI) 1'-2"1'-2" 4'-10 3/8" R.O. 5'-11" FRAMED 714" 6'-0" FINISHED PE R P L A N 4'-10 3/8" R.O.6 5/16" FRAMED 6 5/16" FRAMED 1' - 6 " 1' - 5 3 / 4 " R. O . DRYWALL BACK TO WALL ALLUSION SLIM 60 ELECTRIC FIREPLACE 5'-11" FRAMED 2x8 FRAMING, FLOOR TO CLG 1/2" DRYWALL FINISH 1/2" DRYWALL FINISH 4'-10 3/8" R.O.1' - 5 3 / 4 " R . O . CEILING RECEPTACLE 2x10 BLOCKING BACKER 1'-4"1'-4" CL 6' - 0 " EQ.EQ. CL 1' - 6 " INSTALL OUTLET ON DEDICATED CIRCUIT NEARTOP RIGHT OF FP UNIT 2x STUDS, SIZED PER FLOOR PLAN P.H. P.H. 25'-0"PL PL 3050 SH 17'-6"6'-4" 9'-6 3/4"12'-6"2'-11 1/4" 3050 SH (3)2x6 HDR FL R BR K PR E - E N G R O O F T R U S S E S AB V A T 2 4 " O . C . 3050 SH SAFETY 2020 FIXED (2) 3050 SH (3)2x6 HDR (3)2x6 HDR (3)2x6 HDR (3)2x6 HDR 3 1/2"1 3/4"3 1/2"1 3/4" 5 1 / 2 " 7' - 8 " 1' - 4 " 10 ' - 6 " 14 ' - 8 1 / 2 " 5 1 / 2 " 36 ' - 0 " 9' - 3 " 2' - 0 " 5 1 / 2 " 13 ' - 6 1 / 2 " 6' - 1 " 7' - 6 1 / 2 " 5' - 0 " 10 ' - 8 " 5 1 / 2 " 45 ' - 3 " 2' - 0 " 5'-0" 5'-4 1/4"9'-3 1/2"5'-4 1/4" 20'-0" PL PL 2'-10 1/4"2'-6"4'-7 3/4"4'-7 3/4" 2'-9"2'-3" 12'-11"10"5'-0 3/4" 24 6 8 P O C K E T 286 8 246 8 FL R BR K 26 6 8 166 8 246 8 206 8 246 8 2468 266 8 266 8 FLR BRK FL R BR K 5' - 0 1 / 4 " 11 ' - 6 1 / 8 " 45 ° 3'-6"8'-2"3'-2 1/2" 1'-4"4'-8 1/2" 5'-0"51 2"3'-3"3'-2"6'-2 1/4" 1'-11 3/4" 2' - 7 1 / 2 " 4 S H . LI N E N 2' - 5 1 / 2 " 4 SH. LINEN 6' - 1 " 3' - 7 " DN (17) RISERS 42"H. WALL W/ WOOD CAP 6'-0 3/4"6'-10 1/4"5'-11 1/2"4'-8" 9'-1 1/2"3'-6"10'-11" 2'-11" 4' - 4 1 / 2 " 4' - 3 1 / 2 " OWNER'S SUITE (1) SH & RD (1) SH & RD (1) SH & RD (1) SH & RD (1 ) S H & R D (1 ) S H & R D (1 ) S H & R D WIC WIC WIC BEDROOM 2 BEDROOM 3 OWNER'S BATH LAUNDRY 22"x30"ATTIC ACCESS HALL BATH 30"30" 15" 24 " T B 24" TB 48" VANITY 7'-1" WIRE SHELF 64" AFF D W 2x6 WALL 2x 6 W A L L 5 1 / 2 " ST R U C T U R A L GA B L E E N D T R U S S PR E - E N G R O O F T R U S S E S AB V A T 2 4 " O . C . ROOF GIRDER TRUSS W/ (2)2x6 JKS EA END ALIGN W/ INSIDE FACE OF WALL 12" DRP'D. SOFFIT 5 1 / 2 " W.H. VENT RADON VENT 2x6 WALL 30 " x 6 0 " SH / T U B 5 1/2" 5 1 / 2 " 3 1/2"1 3/4" 3'-0"12" DRP'D.SOFFIT 10" 10 ' - 2 " 5 1/2" 3' - 3 " 11 " 34"x60" SHOWER GARAGE TOTAL SECOND FLOOR FIRST FLOOR 1,870 SF 426 SF 1,092 SF 778 SF LL FINISH 572 SF GENERAL NOTES: ·FIRST FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.) ·T.O. FIRST FLOOR WINDOWS TO BE FRAMED AT 7'-11" (U.N.O.) ·SECOND FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.) ·T.O. SECOND FLOOR WINDOWS TO BE FRAMED AT 7-0" (U.N.O.) ·ALL EXTERIOR HOUSE WALLS TO BE 2x6 @ 16" O.C. (U.N.O.) ·GARAGE/HOUSE COMMON WALLS TO BE 2x6 @ 16" O.C. (U.N.0.) ·GARAGE WALLS TO BE 2x4 @ 16" O.C. (U.N.O.) ·INSTALL 5/8" FIRECODE GYPSUM BOARD ON ALL GARAGE CEILINGS AND ADJOINING HOUSE WALLS ·ALL INTERIOR HOUSE WALLS TO HAVE 1/2" GYPSUM BOARD, ALL HOUSE CEILINGS TO HAVE 5/8" FIRECODE GYPSUM BOARD ·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING & BEARING WALLS PER PLAN (U.N.O.) ALL INTERIOR WALLS FRAMED @ 16" O.C. ·ALL ANGLED WALLS ARE 45 DEGREES (U.N.O.) ·ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRU EACH FLOOR LEVEL TO BEAR ON FOUNDATION, INSTALL BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS ·ALL WOOD IN CONTACT W/ CONCRETE TO BE PRESSURE TREATED WOOD ·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.) ·S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHT PER PLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0") ·FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THE SPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED ·REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATE ELECTRICAL OR GAS HOOK-UP REQUIREMENTS FOR EACH ·REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUND MATERIALS ·REFER TO SPECIFICATION INFORMATION & CABINET SHOP DRAWINGS FOR KITCHEN & BATH CABINET LAYOUT, SIZES & FEATURES PER CABINET SUPPLIER ·ALL BATHROOM FANS TO BE VENTED TO EXTERIOR ·TOWEL BARS MOUNTED AT 54" AFF, TOILET PAPER HOLDERS MOUNTED AT 24" AFF ·ALL PANTRY & LINEN CLST'S. TO RECEIVE WIRE SHELVING, (U.N.O.) ·ALL CLOSETS TO RECEIVE (1) ROD & (1) WIRE SHELF (U.N.O.) ·ALL WASHERS ON LEFT SIDE, ALL DRYERS ON RIGHT SIDE ·AT ALL BATHROOM VANITIES, INSTALL WOOD STUD FRAMING SO ELECTRICAL OUTLET IS CENTERED ON VANITY. NOTE: WINDOW FALL PROTECTION TO BE PROVIDED IN ACCORDANCE WITH R312.2.1 NOTE: NFPA 13D AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED IN TOWNHOME UNIT 23'-10" 25'-0" 5 1 / 2 " 7"7" 6'-11 3/4"11'-10 3/4"6'-1 1/2" 3 A4.2 (3) 2x6 HDR w/ (2) 2x6 JKS EA END (3) 2x12 HDR w/ (2) 2x6 JKS EA END 4636 SLIDER (EGRESS) 4636 SLIDER (EGRESS) A/C PL PL (3)2 x 6 (3)2 x 6 (2)2 x 6 2x6 STUD WALL AT 16"O.C. DECK ABOVE, SEE A4.2 2x14 P.T. PLATE AT END OF FNDTN. WALL 1'-2"1'-2" 20" W. x 8" D. CONC. FOOTING (5000 PSI)2x14 P.T. PLATE AT END OF FNDTN. WALL EDGE OF FOUNDATION WALL BELOW 24" W. x 8" D. CONC. FOOTING (5000 PSI) 6068 SGD 3050 SH (EGRESS) (3) 2x8 HDR (3)JKS EA END (3) 2x8 HDR (2)JKS EA END 25'-0" 5 1 / 2 " 6'-11 3/4"11'-10 3/4"6'-1 1/2" 1 A4.2 A/C PL PL 23'-10"7"7" (3)2 x 6 (3)2 x 6 (2)2 x 6 2x6 STUD WALL AT 16"O.C. DECK ABOVE, SEE A4.2 2x14 P.T. PLATE AT END OF FNDTN. WALL 1'-2"1'-2" 24" W. x 8" D. CONC. FOOTING (5000 PSI) 20" W. x 8" D. CONC. FOOTING (5000 PSI)2x14 P.T. PLATE AT END OF FNDTN. WALL SCALE:A2D-L 1 FOUNDATION PLAN - INTERIOR UNIT D - GARAGE LEFT 1/4" = 1'- 0"SCALE:A2D-L 2 MAIN FLOOR PLAN - INT. UNIT D - GARAGE LEFT 1/4" = 1'- 0" SCALE:A2D-L 4 OPTIONAL ELECTRIC FIREPLACE 3/8" = 1'- 0" FIREPLACE FRAMING DTL. SCALE:A2D-L 3 UPPER FLOOR PLAN - INTERIOR UNIT D - GARAGE LEFT 1/4" = 1'- 0" SCALE:A2D-L 1a FOUNDATION PLAN - LOOKOUT 1/4" = 1'- 0"SCALE:A2D-L 1b FOUNDATION PLAN - WALKOUT 1/4" = 1'- 0" 40'-0" 66 ' - 0 " 21'-5 1/2" 24 ' - 0 " 40'-0" 22'-5 1/2" 24 ' - 0 " 63 ' - 0 " 40'-0" 53 ' - 0 " 22'-0" 23 ' - 0 " 68 ' - 0 " W / 4 - S E A S O N P O R C H 73 ' - 0 " W / 4 - S E A S O N P O R C H 40'-0" 58 ' - 0 " 20'-6" 23 ' - 4 " LIFESTYLE VILLA-2 CAR w/S.O.G.LENNAR 9/2025 4" TR I M LAP SIDING 4" TR I M BOARD / BATTEN 4" TRIM STONE FACE DRP. SOFFIT 4' - 0 " 4' - 0 " 20 3 0 - F X 20 3 0 - F X 4" TRIM 4" TRIM 4" TRIM T.O. PLATE T.O. SLAB 9' - 1 1 / 8 " 10 " B O X C L M N . 10 " B O X C L M N . 6" TRIM 4" TRM ADDRESS LOCATION 6" TRIM 33" H. RAILING-PAINTSTONE PIER 6" TRIM 6" TRIM 6" TRIM 4" TRM 4" TRM 4" TRM 4" C O R N E R B D 4" C O R N E R B D SIDING MATERIALS PER COMMUNITY SPECIFICATIONS. SIDING STYLES ARE PER PLAN. REFER TO COMMUNITY SPECIFICATIONS FOR ALL FASCIA, SOFFIT AND PORCH CEILING MATERIALS. ALL TRIM MATERIALS SHOWN TO BE PER COMMUNITY SPECIFICATIONS. TRIM SIZED PER PLAN. PER PLAN AND COMMUNITY SPECIFICATIONS ONLY: WRAP ALL WINDOWS AT SIDES & REAR OF HOME W/ 4" TRIM. INSTALL HOUSE WRAP AROUND ENTIRE HOME, SEE DETAIL ON A4 FOR INSTRUCTIONS ON WRAPPING THE WINDOWS. ADDRESS NUMBERS TO BE 4" HIGH MIN. & CONTRAST TO BACKGROUND. T.O. PLATE 9' - 1 1 / 8 " T.O. SLAB T.O. PLATE T.O. SLAB 9'- 1 1 / 8 " STD. WDW. MOVES W/CORNER FP OPTION 8:128:12 8:126: 1 2 1'-0"1'-0" 1' - 0 " 1'-0"1' - 0 " 1'-0" 1' - 0 " 1' - 0 " 1' - 0 " 1'-0" 6: 1 2 T.O. PLATE T.O. SLAB 9' - 1 1 / 8 " ROOF VENT INSTALLATION NOTES: 1. ALL ROOF VENTS TO BE INSTALLED OVER 8" WIDE x 9" HIGH OPENINGS INTO THE ROOF SHEATHING. 2. STANDARD LOCATION OF ROOF VENTS ON GABLE ROOFS TO BE 12" DOWN FROM THE ROOF RIDGE TO THE TOP OF THE 8"x9" OPENING. 3. HIP ROOFS MAY REQUIRE THE OPNG'S. TO BE CUT FURTHER DOWN FROM ROOF RIDGE TO ALIGN W/ REQUIRED SIDE ROOF VENTS. SEE ROOF PLAN. 4. ROOF SHEATHING TO BE REMOVED FROM UNDERNEATH OVER-FRAMED OR PERPENDICULAR ROOF SYSTEMS FOR PROPER AIR MOVEMENT. 5. NO ROOF VENT OPENINGS WITHIN 36" OF ANY VALLEY'S. RE V I S E D : RE V I S E D : RE V I S E D : DA T E : DR A W N B Y : SHEET: PN: PR O J E C T A D D R E S S : DE V E L O P M E N T : OW N E R : TITLE: BLOCK NO. LOT NO. ADDITION NO. LENNAR SQUARE FOOTAGES INDEX EXTERIOR NOTES ELEV A1 EJ 0 3 A 2 - B R I G H T O N 09 - 0 2 - 2 0 2 5 EJ03 A2 - BRIGHTON LIFESTYLE SERIES - VILLA'S STOOP: 118 SQ. FT. GARAGE: 550 SQ. FT. SLAB ON GRADE FOUNDATION: 1,649 SQ. FT. MAIN FLOOR FINISHED SQ. FT.: 1,585 SQ. FT. OPTIONAL 4-SEASON PORCH: 168 SQ. FT. GARAGE HARDWARE PER COMMUNITY SPECS FOUNDATION PLAN AND DETAILS ELEVATIONS, ROOF PLAN AND NOTES SECTIONS ELECTRICAL PLANA5 A2 A4 A1 DETAILSA6 4-SEASON PORCH OPTIONA7 MAIN LEVEL PLAN AND OPTIONS A3 F1 FIREPLACE DETAILS STRUCTURAL DETAILS: SLAB ON GRADESA1 GENERAL STRUCTURAL NOTESS-0 STRUCTURAL STEM WALL SLAB FND. PLANS-3 STRUCTURAL ROOF FRAMING PLANS-4 BRACE WALL & MISC. FRAMING DETAILSSD-1 BRACE WALL DETAILSSD-2 SCALE:A1 2 ROOF PLAN 1/8" = 1'- 0"SCALE:A1 1 FRONT ELEVATION 1/4" = 1'- 0" SCALE:A1 3 SIDE ELEVATION 1/8" = 1'- 0"SCALE:A1 4 SIDE ELEVATION 1/8" = 1'- 0" SCALE:A1 5 REAR ELEVATION 1/8" = 1'- 0" 16x7 O.H. GARAGE DOOR TRUSSES 22x30 SKTL. ATTIC (4) SHELVES 2/ 0 x 4 / 0 S H 4/6x8/0 SRO WASHER DRYER 72 " V A N I T Y 286 8 266 8 TP 30" VAN. 206 8 4068-BP R&S P.A. FL R BR K 286 8 FLR BRK FLR BRK 3/0 DR. W/ 14" SLITE FU R N RE T U R N AI R EX C H G . FL DR 3/0x5/0-2 SH 6/ 0 x 6 / 8 P A T I O D R OP E N 3/0x5/0-2 SH 3/0x5/0-2 SH FL R B R K FLR BRK 266 8 FLR BRK 266 8 R&S R& S DB L R & S 3/0x8/0 SRO 2x 4 P O N Y W A L L S DW 2/ 0 x 2 / 0 FI X E D 2/ 0 x 2 / 0 FI X E D 3/0x5/0-2 SH TRUSSES TRUSSES TRUSSES 2x6 WALL 2x6 WALL FLR BRK 2 A4 2 A4 13 ' - 4 3 / 4 " 8' - 8 1 / 2 " 6' - 7 1 / 2 " 34 ' - 1 0 " 2' - 2 " 6' - 3 3 / 4 " 2' - 0 " 14'-0"8'-0" 11 ' - 0 " 13 ' - 0 " 24 ' - 0 " 3'-2 1/4"2'-8 1/4" 22'-0" 5'-6" 6'-3"6'-3" 12'-6" 2' - 0 " 5' - 0 " 11 ' - 1 1 / 4 " 2' - 7 1 / 2 " 5' - 7 1 / 2 " 5' - 6 " 29 ' - 0 " 12 ' - 2 " 2' - 1 0 " 12 ' - 0 " 16 ' - 1 0 3 / 4 " 7' - 0 " 44 ' - 0 " 63 ' - 0 " 14'-0" 6'-0"13'-0"7'-0" 26'-0" 40'-0" 5' - 0 " 5' - 7 1 / 2 " 2x6 WALL 2' - 4 " 4' - 6 " 2'-9 1/2" 5'-5 1/2"2'-2 1/2"3'-2" 4'-4 3/4"4'-0 1/4"4'-8 1/2"5'-2 1/2" 1'-10 3/4"3'-8 1/2"2'-9 1/2" 6'-10" 6' - 7 1 / 4 " 7' - 1 1 " 5' - 7 1 / 4 " TRUSSES 246 8 266 8 266 8 266 8 3 A4 3 A4 STONE VENEER 2030-FX WDW. ABV. 33" H. RAILING DRP. SOFFIT1' - 4 " 6' - 0 " 6' - 0 " 6' - 0 " 7'-5"6'-7" TB 4'-4 1/2" 2'-6 1/4"2'-6 1/4" FL U S H S N A C K B A R (2 ) 2 x 6 (2 ) 2 x 6 R&S LI N E N (4 ) S H . 166 8 TP 246 8 (4 ) S H E L V E S R& S 6' - 2 3 / 4 " 3' - 8 1 / 2 " 13 ' - 8 1 / 2 " 9'-1 3/4" 2' - 6 " 9'-0 1/4"11'-7" 40'-0" 18'-0" R& S 7'-11 1/2" 6x6 P.T. POST w/ SIMPSON ABA66Z BASE & (2) LCE4Z CAP (TYP.) WRAPPED PER SPEC. TRUSSES (2 ) 9 1 / 2 " L S L ( D R ) (2) 9 1/2" LSL (DR) (2 ) 9 1 / 2 " L S L STRUCTURAL GABLE END ROOF GIRDER TRUSS (2 ) 2 x 8 ( D R ) (2 ) 2 x 6 PO C K E T (2) 2x6 POCKET (2) 2x6 POCKET (2 ) 2 x 6 PO C K E T 5' - 0 " 5'-2 1/2" 286 8 26 ' - 0 " 37 ' - 0 " 63 ' - 0 " ELEC. PANEL **S.O.G. ONLY** WIRE SHELF @ 64" A.F.F. 20 M I N . D R . 2'-0"1'-10" 5'-6"1'-6"9'-4"1'-6"2" 2" 1' - 6 " 18"x18"x36" STONE PIER W/ 10" BOX COLUMN ABV. DRP. SOFFIT REFR 32 x 6 0 W / S H 7'-8 1/2" 16'-1 1/2" 5 1 / 2 " 5 1 / 2 " 5'-2 1/2" 5 1/2" 5 1 / 2 " 5 1/2" 3'-4" 5 1 / 2 " 5 1 / 2 " 11'-2 3/4"13'-4 3/4" 5 1/2"5 1/2" 5 1/2" 5 1 / 2 " 1'-9" 6' - 4 3 / 4 " 28 ' - 1 0 3 / 4 " 2x62x4 2' - 4 " 6' - 1 " (2) 11 7/8" LSL CHANGE TO (2) 11 7/8" LVL ON A2S ELEVATION TR 2x 6 W A L L 2x 8 / 2 x 6 W A L L 2x 6 W A L L OPT. F.S L. TUB W.H. TANKLESS OP T I O N A L C E N T E R EL E C T R I C F I R E P L A C E S E E F1 F O R D E T A I L S EQ U A L EQ U A L (2) 2x6 (2 ) 2 x 6 (2 ) 2 x 6 (2) 1 34"x7 14" LSL (DR)(2) 1 34"x7 14" LSL (DR) 4x4 P.T. POST w/ SIMPSON ABA44Z BASE & BC4 CAP (TYP.) NOTE: POLY & OSB AT CEILING BY CARPENTERS BATH OPTIONAL 4-SEASON PORCH COVERED PATIO DINING OWNERS SUITE GREAT ROOM OWNERS BATH W.I.C. *UNFINISHED* MECH. W.I.C. PANTRYKITCHEN LAUNDRY MUD ROOM FOYER FLEX / BEDROOM #2 PORCH GARAGE NOTE: 5/8" TYPE 'X' GYP. BD. AT GARAGE CEILING AND 1/2" GYP. BOARD AT ALL GARAGE WALLS SEE C/SD-2 FOR SHEAR WALL DETAIL MI C R O RA N G E 34 x 6 0 (2) 2x6 (2) 2x6 (2 ) 2 x 6 (2 ) 2 x 6 (2) 2x6 (2) 2x6 STRUCTURAL GABLE END ROOF GIRDER TRUSS (2 ) 2 x 6 (2 ) 2 x 6 2x4 LEDGER w/(2) ROWS 12d NAILS @ 12" O.C. NOTE: WINDOW FALL PROTECTION TO BE PROVIDED IN ACCORDANCE WITH R312.2.1 GENERAL NOTES: ·FIRST FLOOR CEILINGS TO BE 9'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.) ·T.O. FIRST FLOOR WINDOWS TO BE FRAMED AT 7'-11" (U.N.O.) ·SECOND FLOOR CEILINGS TO BE 8'-1 1/8" ROUGH CEILING HEIGHT (U.N.O.) ·T.O. SECOND FLOOR WINDOWS TO BE FRAMED AT 6'-11" (U.N.O.) ·ALL EXTERIOR HOUSE WALLS TO BE 2x6 @ 16" O.C. (U.N.O.) ·GARAGE/HOUSE COMMON WALLS TO BE 2x6 @ 16" O.C. (U.N.0.) ·GARAGE WALLS TO BE 2x4 @ 16" O.C. (U.N.O.) ·INSTALL 5/8" FIRECODE GYPSUM BOARD ON ALL GARAGE CEILINGS AND ADJOINING HOUSE WALLS ·ALL INTERIOR HOUSE WALLS TO HAVE 1/2" GYPSUM BOARD, ALL HOUSE CEILINGS TO HAVE 5/8" FIRECODE GYPSUM BOARD ·INTERIOR WALLS TO BE 2x4, WITH EXCEPTION TO THE 2x6 PLUMBING & BEARING WALLS PER PLAN (U.N.O.) ALL INTERIOR WALLS FRAMED @ 16" O.C. ·ALL ANGLED WALLS ARE 45 DEGREES (U.N.O.) ·ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED THRU EACH FLOOR LEVEL TO BEAR ON FOUNDATION, INSTALL BLOCKING IN FLOOR SYSTEM BELOW ALL POINT LOAD SUPPORTS ·ALL WOOD IN CONTACT W/ CONCRETE TO BE PRESSURE TREATED WOOD ·ALL DIMENSIONS ARE TO ROUGH FRAME (U.N.O.) ·S.R.O. SIZES LISTED ARE THE FINISHED SHEETROCK OPENING WIDTH AND HEIGHT PER PLAN (EXAMPLE: 2680 OR 2/6x8/0 = 2'-6"x8'-0") ·FLOOR BREAK INDICATES CHANGE IN FLOORING MATERIAL, REFER TO THE SPECIFICATIONS FOR ACTUAL FLOORING MATERIALS SELECTED ·REFER TO SPECIFICATION INFORMATION FOR ALL APPLIANCES & THE APPROPRIATE ELECTRICAL OR GAS HOOK-UP REQUIREMENTS FOR EACH ·REFER TO SPECIFICATION INFORMATION FOR ALL TUB AND SHOWER SURROUND MATERIALS ·REFER TO SPECIFICATION INFORMATION & CABINET SHOP DRAWINGS FOR KITCHEN & BATH CABINET LAYOUT, SIZES & FEATURES PER CABINET SUPPLIER ·ALL BATHROOM FANS TO BE VENTED TO EXTERIOR ·TOWEL BARS MOUNTED AT 54" AFF, TOILET PAPER HOLDERS MOUNTED AT 24" AFF ·ALL PANTRY & LINEN CLST'S. TO RECEIVE WIRE SHELVING, (U.N.O.) ·ALL CLOSETS TO RECEIVE (1) ROD & (1) WIRE SHELF (U.N.O.) ·ALL WASHERS ON LEFT SIDE, ALL DRYERS ON RIGHT SIDE ·AT ALL BATHROOM VANITIES, INSTALL WOOD STUD FRAMING SO ELECTRICAL OUTLET IS CENTERED ON VANITY. 3/0x5/0-2 SH 2' - 4 1 / 4 " 7' - 1 0 " 6' - 8 1 / 2 " 9'-2"4'-10" LL L L SEE SHEET F1 FOR FIREPLACE DETAILS 5 1 / 2 " GAS F . P . (2 ) 2 x 6 PO C K E T (2) 2x6 OUTLET AT 60" A.F.F. CHT GREAT ROOM 2/ 0 x 2 / 0 FI X E D 2/ 0 x 2 / 0 FI X E D (2 ) 2 x 6 (2 ) 2 x 6 GA S DWDW 246 8 3 4 3 43 L L L 4 3 L L L O V E N + CO N V E C T I O N MI C R O U. C . L . U. C . L . U.C.L.REFR ELEC. R.I. TO JUNCTIONBOX FOR FUTURE OUTLET INSIDE CABINET PM PM PM G GOURMET KITCHEN PANTRY CO O K T O P HO O D FLR BRK FLR BRK LI N E N 2x6 WALL OWNERS BATH CLST EXTEND WALL TILE 2" PAST GLASS SHOWER FRAME 18" H. x 12" DP. x 38" W. QUARTZ SHOWER SEAT w/ TILED SIDES FRAMELESS GLASS SHOWER ENCLOSURE 34" x 48" ACRYLIC PAN w/ TILED WALLS TO CEILING BENCH TILED NICHE: 14 14" x 22 12" INSTALL HORIZONTALLY, AT 48"H TO CENTER RE V I S E D : RE V I S E D : RE V I S E D : DA T E : DR A W N B Y : SHEET: PN: PR O J E C T A D D R E S S : DE V E L O P M E N T : OW N E R : TITLE: BLOCK NO. LOT NO. ADDITION NO. PLAN A3 EJ 0 3 A 2 - B R I G H T O N 09 - 0 2 - 2 0 2 5 SCALE:A3 1 MAIN LEVEL PLAN 1/4" = 1'- 0" SCALE:A3 4 TILE SHOWER W/ BENCH OPT. 1/4" = 1'- 0"SCALE:A3 3 GOURMET KITCHEN OPTION 1/4" = 1'- 0"SCALE:A3 2 CORNER FIREPLACE OPTION 1/4" = 1'- 0" 150'-0" 25'-0" ℄ PARTYWALL Raleigh F 36 ' - 0 " 16 ' - 0 " 5' - 0 " 9' - 3 " 3' - 0 " 3' - 9 " 1'-0" 5'-0" 25'-0" ℄ PARTYWALL St Clair E 40'-0"5'-0" 21 ' - 8 " 30 ' - 4 " 25'-0" ℄ PARTYWALL St Clair F 40'-0"5'-0" 52 ' - 0 " 25'-0" 5'-0" Raleigh E 5'-0" 5' - 0 " 5' - 0 " 25'-0" ℄ PARTYWALL Raleigh D 25'-0" ℄ PARTYWALL St Clair D 40'-0"5'-0" 5' - 0 " NOTE: SEE INDIVIDUAL PAGES FOR NOTES & DIMENSIONS 6: 1 2 6: 1 2 10:12 10:1210:12 6: 1 2 10:12 10:12 6: 1 2 6: 1 2 6: 1 2 6: 1 2 10:1210:12 6: 1 2 5'- 9 " 1' - 0 " O. H . , TY P . 1'- 0 " O. H . , TY P . 1' - 0 " O. H . , TY P . GUTTER GUTTER 1'- 0 " O. H . , TY P . 6: 1 2 1' - 0 " O. H . , TY P . 6: 1 2 10:12 6: 1 2 6: 1 2 10:12 10:12 10:12 6: 1 2 10:12 10:12 6: 1 2 6: 1 2 6: 1 2 10:12 10:12 6: 1 2 5'- 9 " 1' - 0 " O. H . , TY P . ℄PARTYWALL ℄PARTYWALL PARTYWALL℄ GUTTERGUTTER NOTE: PROVIDE FIRE SEPARATION OF FLUSH ADJACENT OVERHANG SOFFIT SPACES AT PROPERTY LINES. EXTEND 5/8" TYPE X GYP BD AT EACH SIDE OF TRUSSES/WALLS OUT TO GUTTER FASCIA AND DOWN TO OVERHANG SOFFIT NOTE: PROVIDE FIRE SEPARATION OF FLUSH ADJACENT OVERHANG SOFFIT SPACES AT PROPERTY LINES. EXTEND 5/8" TYPE X GYP BD AT EACH SIDE OF TRUSSES/WALLS OUT TO GUTTER FASCIA AND DOWN TO OVERHANG SOFFIT 6' TYPICAL ICE & WATERSHIELD FOR EXTERIOR WALLS & 3' FOR ROOF VALLEYS SEE 8/A4 FOR FIRE SEPARATION AT ADJACENT PORCH ROOFS SEE 7/A4 FOR FIRE-RATED EAVE DETAIL NOTE: PROVIDE FIRE SEPARATION OF FLUSH ADJACENT OVERHANG SOFFIT SPACES AT PROPERTY LINES. EXTEND 5/8" TYPE X GYP BD AT EACH SIDE OF TRUSSES/WALLS OUT TO GUTTER FASCIA AND DOWN TO OVERHANG SOFFIT 8:128:12 8:12 8:12 6: 1 2 6: 1 2 6: 1 2 6: 1 2 10:12 10:12 6: 1 2 6: 1 2 6: 1 2 6: 1 2 6: 1 2 10:1210:12 GUTTER NOTE: PROVIDE FIRE SEPARATION OF FLUSH ADJACENT OVERHANG SOFFIT SPACES AT PROPERTY LINES. EXTEND 5/8" TYPE X GYP BD AT EACH SIDE OF TRUSSES/WALLS OUT TO GUTTER FASCIA AND DOWN TO OVERHANG SOFFIT PARTYWALL℄ SEE 8/A4 FOR FIRE SEPARATION AT ADJACENT PORCH ROOFS SEE 7/A4 FOR FIRE-RATED EAVE DETAIL NOTE: PROVIDE FIRE SEPARATION OF FLUSH ADJACENT OVERHANG SOFFIT SPACES AT PROPERTY LINES. EXTEND 5/8" TYPE X GYP BD AT EACH SIDE OF TRUSSES/WALLS OUT TO GUTTER FASCIA AND DOWN TO OVERHANG SOFFIT 6: 1 2 10:12 SCALE:C2 1 OVERALL FOUNDATION PLAN - 6 UNIT BUILDING 3/16" = 1'- 0" SCALE:C2 2 OVERALL ROOF PLAN - 6 UNIT BUILDING 1/8" = 1'- 0" ADDRESS Raleigh F St Clair FSt Clair E Raleigh E 25'-0" 150'-0" 8' - 0 " 36 ' - 0 " 16 ' - 0 " 5' - 0 " 9' - 3 " 3' - 0 " 3' - 9 " 1'-0" 5'-0"40'-0" 21 ' - 1 0 " 30 ' - 2 " 25'-0" 5'-0"5'-0"40'-0"5'-0" 52 ' - 0 " 25'-0"25'-0" Raleigh D St Clair D 25'-0"25'-0" 5'-0"40'-0"5'-0" ℄PARTYWALL ℄PARTYWALL ℄PARTYWALL ℄PARTYWALL ℄PARTYWALL 9'-0"14'-0"2'-0"9'-0"14'-0"2'-0"9'-0"14'-0"2'-0"9'-0"14'-0"2'-0"9'-0"14'-0"2'-0"9'-0"14'-0"2'-0" 14'x8' PATIO 14'x8' PATIO 14'x8' PATIO 14'x8' PATIO 14'x8' PATIO 14'x8' PATIO NOTE: SEE INDIVIDUAL PAGES FOR NOTES & DIMENSIONS Raleigh D St Clair D ℄ PARTYWALL ℄ PARTYWALL ℄ PARTYWALL Raleigh F St Clair E St Clair FRaleigh E 150'-0" 36 ' - 0 " 11 ' - 3 " 47 ' - 3 " ℄ PARTYWALL SCALE:C3 1 OVERALL MAIN FLOOR PLAN - 6 UNIT BUILDING 3/16" = 1'- 0" SCALE:C3 2 OVERALL UPPER FLOOR PLAN - 6 UNIT BUILDING 3/16" = 1'- 0" ADDRESS REPORT | www.transportationcollaborative.com | To: Adam Gadbois, Assistant City Engineer City of Eden Prairie From: Matt Pacyna, PE, Principal Transportation Collaborative & Consultants, LLC Date: April 17, 2026 Subject: Prairie Bluff Commons Traffic Study INTRODUCTION TC2 conducted a traffic study for the proposed Prairie Bluff Commons development in the City of Eden Prairie. The subject site, shown in Figure 1, is generally in the northwest quadrant of the Flying Cloud Drive (CR 61) and Charlson Road intersection. The proposed development, which is split into a west and east parcel, is a 182-unit residential development that includes 166 townhomes and 16 single-family villas. The west parcel is currently vacant, while the east parcel has an unoccupied 140,000 square foot office building; this use would be removed as part of the project. The main objectives of the study are to quantify existing traffic conditions within the study area, evaluate potential impacts associated with the proposed development and alternative land use scenarios, and recommend improvements, if necessary, to ensure safe and efficient operations for all users. The following study assumptions, methodology, and findings are offered for consideration. Figure 1 Subject Site Subject Site Prairie Bluff Commons Traffic Study April 17, 2026 Page 2 EXISTING CONDITIONS Existing conditions were reviewed within the study area to establish current traffic conditions to help determine impacts associated with the proposed development. The evaluation of existing conditions included collecting traffic volumes, observing transportation characteristics, reviewing crash history, and analyzing intersection capacity, which are described in the following sections. Traffic Volumes Vehicular intersection turning movement counts were collected at the following locations on Thursday, November 13, 2025. The counts were generally collected from 7 to 9 a.m. and 4 to 6 p.m., while 13-hour counts (i.e., 6 a.m. to 7 p.m.) were collected at Charlson Road intersections with Spring Road / CR 4, Liatris Lane / Gate J Access, and the East C.H. Robinson Access. • Charlson Road and Spring Road / CR 4 (13-Hour) • Charlson Road and Pincherry Lane • Charlson Road and Liatris Lane / Gate J Access (13-Hour) • Charlson Road and West C.H. Robinson Access • Charlson Road and East C.H. Robinson Access (13-Hour) • Charlson Road and Flying Cloud Drive / CR 61 The a.m. and p.m. peak hours within the study area represent 7:15 to 8:15 a.m. and 4:15 to 5:15 p.m., respectively. Average daily traffic (ADT) volumes were provided by MnDOT or estimated based on the traffic data collected. Transportation Characteristics Observations were conducted within the study area to identify various transportation characteristics such as roadway geometry, traffic controls, speed limits, and multimodal facilities. A general overview of key roadways within the study area is as follows: • Flying Cloud Drive / CR 61 – a 4-lane minor arterial roadway with left- and right-turn lanes at Charlson Road. There is a multiuse trail along the north side of the roadway west of Charlson Road, and the speed limit is 55-mph. • Spring Road / CR 4 – a 2-lane minor arterial roadway with left- and right-turn lanes at Charlson Road. There is a multiuse trail along the east side of the roadway, and the speed limit is 40-mph. • Charlson Road – a 3-lane major collector roadway with a center two-way left-turn lane. There is a multiuse trail along the south / west sides of the roadway, as well as a segment along the east side between Flying Cloud Drive / CR 61 and the East C.H. Robinson Access; the speed limit is 35-mph. All other study roadways are 2-lane local roadways with turn lanes at Charlson Road. The Flying Cloud Drive / CR 61 and Charlson Road intersection is signalized, while the other study intersections have two- way stop control. Existing geometrics, traffic controls, and volumes within the study area are shown in Figure 2. Prairie Bluff Commons Traffic Study Existing Conditions Figure 2 6,700 8,850 3,1 0 0 1,1 5 0 550 1,0 0 0 1,475 2,550 2,45 0 4,2 0 0 Flying Clou d D r / C R 6 1 Spri n g R d / C R 4 Liatris Ln Pi n c h e r ry Ln Legend AM Peak Hour VolumePM Peak Hour VolumeEstimated Weekday ADT VolumeStop SignTraffic Signal XXX(XXX)XXXX N Charlson Rd 70 (5) 516 (212) 225 (108) 120 (576) 80 ( 2 0 0 ) 4 ( 3 7 ) 127 (82)72 (2) 32 (152)60 (1) 2 ( 4 9 ) 0 ( 4 2 ) 5 (0)153 (45)18 (26) 3 (1)17 (154)14 (46) 32 ( 1 4 ) 0 ( 1 ) 45 ( 3 6 ) 3 ( 4 ) 0 ( 0 ) 1 ( 3 ) 150 ( 4 2 ) 33 ( 6 0 ) 43 ( 1 3 8 ) 9 ( 3 4 ) 94 (5 7 ) 26 (2 9 ) 123 (168)14 (27) 14 0 ( 8 3 ) 20 ( 2 5 ) 16 3 ( 7 7 ) 44 ( 1 2 5 ) 1 (4) 3 (2) 0 (54) 3 (43) 3 (0) 4 (60) 11 7 ( 6 ) 88 ( 1 0 6 ) 90 ( 1 ) 44 ( 1 ) 80 ( 1 2 3 ) 3 ( 0 ) Prairie Bluff Commons Traffic Study April 17, 2026 Page 4 Crash History Five (5) years of crash history were reviewed from July 1, 2020 through June 30, 2025 using MnDOT’s Crash Mapping Analysis Tool (MnCMAT), which identified a total of 11 reported crashes within the study area. There were three (3) angle-crashes at the Charlson Road / East C.H. Robinson Access intersection, all of which involved a driver failing to yield the right-of-way; there was no other study intersection with more than one (1) intersection-related crash during the review period. There were a total of five (5) single-vehicle run-off-road type crashes along Charlson Road, one of which resulted in a serious injury. No pedestrian or bicyclist crashes occurred. At this level of crash frequency, there does not appear to be any significant existing safety or crash issues within the study area. Intersection Capacity Intersection capacity was evaluated using Synchro / SimTraffic Software (version 11), which uses methods outlined in the Highway Capacity Manual, 6th Edition. The software is used to develop calibrated models that simulate observed traffic operations, account for peaking characteristics, and identify key metrics such as intersection Level of Service (LOS) and queues. These models incorporate collected traffic, pedestrian, and bicyclist volumes, traffic controls, heavy commercial vehicle activity (i.e., buses and trucks), and driver behavior factors. Level of Service (LOS) quantifies how an intersection is operating. Intersections are graded from LOS A to LOS F, which corresponds to the average delay per vehicle values shown. LOS A indicates the best traffic operation, while LOS F indicates an intersection where demand exceeds capacity. An overall intersection LOS A though LOS D is generally considered acceptable in the study area. For side-street stop-controlled intersections, special emphasis is given to providing an estimate for the level of service of the side-street approach. Traffic operations at an unsignalized intersection with side- street stop control can be described in two ways. First, consideration is given to the overall intersection level of service, which accounts for the total number of vehicles entering the intersection and the capability of the intersection to support the volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, most delay is attributed to the side-street approaches. It is typical of intersections with higher mainline traffic volumes to experience high-levels of delay (i.e., poor levels of service) on the side-street approaches, but an acceptable overall intersection level of service during peak hour conditions. The existing intersection capacity analysis results, summarized in Table 1, indicate that all study intersections and approaches operate at an acceptable LOS B or better during the typical weekday a.m. and p.m. peak hours. Peak existing queues generally range between one (1) and three (3) vehicles at the side-street stop-controlled intersections; peak queues at the Flying Cloud Drive (CR 61) and Charlson Road intersection are generally 100 feet or less. Thus, there are no significant existing operational issues from an intersection capacity perspective. Level of Service Average Delay / Vehicles Unsignalized Signalized A < 10 seconds < 10 seconds B 10 to 15 seconds 10 to 20 seconds C 15 to 25 seconds 20 to 35 seconds D 25 to 35 seconds 35 to 55 seconds E 35 to 50 seconds 55 to 80 seconds F > 50 seconds > 80 seconds Prairie Bluff Commons Traffic Study April 17, 2026 Page 5 Table 1 Existing Intersection Capacity Charlson Road Intersection Traffic Control Level of Service (Delay) AM Peak Hour PM Peak Hour Spring Road / CR 4 SSS A / A (4) A / A (4) Pincherry Lane SSS A / A (6) A / A (5) Liatris Lane / Gate J Access SSS A / A (4) A / A (5) West C.H. Robinson Access SSS A / B (10) A / A (5) East C.H. Robinson Access SSS A / B (10) A / A (5) Flying Cloud Drive / CR 61 Signal A (6) A (8) SSS – Side-Street-Stop PROPOSED DEVELOPMENT The proposed development is in the northwest quadrant of the Flying Cloud Drive (CR 61) and Charlson Road intersection. The proposed development, which is split into a west and east parcel, is a 182-unit residential development that includes 166 townhomes and 16 single-family villas. The west parcel is currently vacant, while the east parcel has an unoccupied 140,000 square foot office building; this use would be removed as part of the project. Note that a 120,000 square foot office development was previously proposed for west parcel in 2017, but was never constructed. Further discussion regarding alternative developments is provided later in this report. For study purposes, the project was assumed to be fully completed by the year 2029. Access to Charlson Road from the site is planned in two (2) primary locations. The west access connects with Liatris Lane across from Plumstone Drive and the east parcel connects to the East C.H. Robinson Access; there is a private internal roadway that will provide a connection between Liatris Lane and the East C.H. Robinson Access. Although there will be the ability for the proposed development to utilize the West C.H. Robinson Access, minimal utilization is anticipated due to the limited connectivity to this area. Prairie Bluff Commons Traffic Study April 17, 2026 Page 6 TRAFFIC FORECASTS Traffic forecasts were developed for year 2030 conditions, which represents one (1) year after opening. The traffic forecasts were developed for the proposed development, as well as two alternative land use scenarios to account for the potential utilization of the existing vacant office building, as well as the previously proposed office development within the west parcel. Thus, the traffic forecast scenarios reviewed as part of this study are defined as follows: • No Build Scenario (fully occupied office building within the east parcel) • Build Scenario 1 (no build conditions + previously proposed office building in the west parcel) • Build Scenario 2 (proposed development) The following information summarizes the traffic forecast development process for each scenario. Background Growth To account for general background growth in the study area, an annual growth rate of one (1) percent was applied to the existing traffic volumes to develop year 2030 background traffic forecasts. Although historical traffic volumes within the area have been stable or decreasing, this growth rate was utilized to provide a more conservative estimate and provide consistency with the previous traffic study conducted. Note that since the completion of the previous office development study in 2017, the extension of Highway 101 north of Flying Cloud Drive (CR 61) was completed, which has influenced / reduced traffic volumes along Flying Cloud Drive (CR 61) within the study area. Trip Generation Trip generation estimates for the proposed development, as well as the existing office building (if fully occupied) and the previously proposed office building were created using the ITE Trip Generation Manual, 12th Edition and are summarized in Table 2. Based on this approach, the proposed development is estimated to generate 89 a.m. peak hour (23 in / 66 out), 100 p.m. peak hour (57 in / 43 out), and 1,238 daily trips (619 in / 619 out). The proposed development trip generation represents less peak hour trips as compared to the other potential scenarios and less daily trips than Build Scenario 1 (i.e., the previous office development); the proposed development generates a similar amount of daily trips as compared to the No Build Scenario. Table 2 Trip Generation Summary Land Use Type (ITE Code) Size AM Peak Hour PM Peak Hour Daily In Out In Out No Build Scenario Existing Office - East Parcel (710) 140,000 SF 153 21 26 139 1,096 Build Scenario 1 – Previously Proposed (2017) Existing Office - East Parcel (710) 140,000 SF 153 21 26 139 1,096 Previous Office - West Parcel (710) 120,000 SF 131 18 23 119 940 Build Scenario 1 Total 284 39 49 258 2,036 Build Scenario 2 – Proposed Development Townhomes (215) 166 units 20 58 48 37 1,092 Villas (210) 16 units 3 8 9 6 146 Build Scenario 2 Total 23 66 57 43 1,238 Prairie Bluff Commons Traffic Study April 17, 2026 Page 7 The trip generation for each development scenario was distributed throughout the study area based on the following directional distribution, which was developed based on a combination of existing area travel patterns, planned access, previous studies, and engineering judgment. • Spring Road / CR 4 North – 30% • Spring Road / CR 4 South – 2.5% • Flying Cloud Drive / CR 61 East – 60% • Flying Cloud Drive / CR 61 West – 7.5% The specific site generated trips for the proposed development (i.e., Build Scenario 2) are shown in Figure 3. The resultant year 2030 Build Scenario 2 conditions, which accounts for both the general background growth and trips from the proposed development, are illustrated in Figure 4. Graphics illustrating the year 2030 No Build and year 2030 Build Scenario 1 traffic forecasts are provided in the Appendix for reference. YEAR 2030 INTERSECTION CAPACITY To understand impacts associated with the proposed development, as well as the alternative land use scenarios, an intersection capacity analysis was completed for year 2030 conditions. Results of the year 2030 intersection capacity analysis, shown in Table 3, indicate that all study intersections and approaches are expected to continue to operate at LOS B or better during the typical weekday a.m. and p.m. peak hours, regardless of the land use scenario. Intersection delays vary by one (1) or (2) seconds between the scenarios and peak queues will continue to generally range between one (1) and three (3) vehicles at the side-street stop-controlled intersections; peak queues at the Flying Cloud Drive (CR 61) and Charlson Road intersection are anticipated to increase by 25 feet (i.e. 1 vehicle on average) during the peak hours and no impacts to adjacent intersections are expected. Thus, there are no significant future operational issues from an intersection capacity perspective regardless of the land use scenario. Table 3 Year 2030 Intersection Capacity Charlson Road Intersection Traffic Control Level of Service (Delay) AM Peak Hour PM Peak Hour No Build Build Scen. 1 Build Scen. 2 No Build Build Scen. 1 Build Scen. 2 Spring Road / CR 4 SSS A / A (4) A / A (5) A / A (4) A / A (4) A / A (5) A / A (4) Pincherry Lane SSS A / A (6) A / A (7) A / A (6) A / A (6) A / A (6) A / A (5) Liatris Lane / Gate J Access SSS A / A (5) A / A (5) A / A (5) A / A (4) A / A (5) A / A (4) West C.H. Robinson Access SSS A / A (5) A / A (5) A / A (6) A / A (6) A / A (6) A / A (5) East C.H. Robinson Access SSS A / A (7) A / A (8) A / A (6) A / A (6) A / A (6) A / A (5) Flying Cloud Drive / CR 61 Signal A (7) A (8) A (7) A (9) B (10) A (8) SSS – Side-Street-Stop Prairie Bluff Commons Traffic Study Scenario 2 Site Generated Trips Figure 3 2 (5) 0 (0) 14 (34) 0 (0) 39 ( 2 6 ) 5 ( 3 ) 0 (0)0 (0) 0 (0)0 (0) 0 ( 0 ) 0 ( 0 ) 0 (0)0 (0)7 (18) 0 (0)0 (0)0 (0) 22 ( 1 4 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 7 ( 1 8 ) 0 ( 0 ) 22 ( 1 4 ) 0 ( 0 ) 0 (0 ) 0 (0 ) 20 (13)2 (1) 0 ( 0 ) 0 ( 1 ) 7 ( 1 7 ) 0 ( 0 ) 0 (0) 0 (0) 44 (29) 0 (0) 0 (0) 0 (0) 0 ( 0 ) 0 ( 0 ) 16 ( 3 9 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) +100 +750 +8 5 0 +400 +25 +3 7 5 Legend AM Peak Hour Site TripsPM Peak Hour Site TripsEstimated ADT Site TripsStop SignTraffic SignalDirectional Distribution XXX(XXX)+XXX N 7.5% 2.5% 30% 60% +4 0 0 +850 +0 +0 Prairie Bluff Commons Traffic Study Year 2030 Build Scenario 2 Conditions Figure 4 Pi n c h e r ry Ln Charlson Rd 76 (10) 542 (223) 250 (149) 126 (605) 12 5 ( 2 3 7 ) 9 ( 4 2 ) 133 (86)76 (2) 33 (160)63 (1) 2 ( 5 1 ) 0 ( 4 4 ) 5 (0)161 (47)26 (45) 3 (1)17 (162)15 (48) 56 ( 2 9 ) 0 ( 1 ) 47 ( 3 8 ) 3 ( 4 ) 0 ( 0 ) 1 ( 3 ) 165 ( 6 2 ) 35 ( 6 3 ) 67 ( 1 5 9 ) 9 ( 3 6 ) 99 (6 0 ) 27 (3 0 ) 149 (190)17 (29) 14 7 ( 8 7 ) 21 ( 2 7 ) 17 9 ( 9 8 ) 46 ( 1 3 1 ) 1 (4) 3 (2) 46 (87) 3 (45) 3 (0) 4 (63) 12 3 ( 6 ) 92 ( 1 1 2 ) 11 1 ( 4 1 ) 46 ( 1 ) 84 ( 1 2 9 ) 3 ( 0 ) 7,150 10,050 4,1 0 0 3,100 2,60 0 4,8 0 0 Legend AM Peak Hour VolumePM Peak Hour VolumeEstimated Weekday ADT VolumeStop SignTraffic Signal XXX(XXX)XXXX N 1,6 0 0 1,425 1,0 5 0 1,550 Prairie Bluff Commons Traffic Study April 17, 2026 Page 10 SITE PLAN REVIEW A review of the proposed site plan does not indicate any major issues. However, the following items are offered for further consideration between area agencies and / or the project team. • Locate signage and landscaping to avoid creating any sight distance issues. • Review truck maneuverability to limit potential internal circulation conflicts. • Provide multimodal connections (i.e., sidewalk or trail) to existing facilities along Liatris Lane, Charlson Road, and the East C.H. Robinson Access. • Consider providing sidewalk along at least one (1) side of each roadway throughout the development to minimize vehicle and pedestrian conflicts. • Provide internal traffic controls (i.e., stop signs) and any traffic calming strategies per direction from City Engineering staff; at a minimum, stop control at the proposed access to Liatris Lane should be provided, allowing free flow movements along Liatris Lane. CONCLUSIONS Based on the findings of the study, the following conclusions are offered for consideration. 1) There does not appear to be any significant existing safety or crash issues within the study area from a crash history perspective. 2) All study intersections and approaches operate at an acceptable LOS B or better during the typical weekday a.m. and p.m. peak hours; peak existing queues generally range between one (1) and three (3) vehicles at the side-street stop-controlled intersections and are generally 100 feet or less at the Flying Cloud Drive (CR 61) and Charlson Road intersection. a. There are no significant existing intersection capacity issues in the study area. 3) The proposed development, which is split into a west and east parcel, is a 182-unit residential development that includes 166 townhomes and 16 single-family villas; construction is assumed to be completed by the year 2029. a. The west parcel is currently vacant, while the east parcel has an unoccupied 140,000 square foot office building; this use would be removed as part of the project. b. A 120,000 square foot office development was previously proposed for the west parcel in 2017 but was never constructed. 4) Traffic forecasts were developed for year 2030 conditions based on the following land use scenarios; the forecasts included a one (1.0) percent annual background growth rate and trip generation from the corresponding land uses under each scenario. a. No Build Scenario (fully occupied office building within the east parcel) b. Build Scenario 1 (no build conditions + previously proposed office building in the west parcel) c. Build Scenario 2 (proposed development) 5) The proposed development is estimated to generate 89 a.m. peak hour (23 in / 66 out), 100 p.m. peak hour (57 in / 43 out), and 1,238 daily trips (619 in / 619 out). Prairie Bluff Commons Traffic Study April 17, 2026 Page 11 a. The proposed development trip generation represents less peak hour trips as compared to the other potential scenarios and less daily trips than Build Scenario 1 (i.e., the previous office development); the proposed development generates a similar amount of daily trips as compared to the No Build Scenario. 6) Under year 2030 conditions, all study intersections and approaches are expected to continue to operate at LOS B or better during the typical weekday a.m. and p.m. peak hours, regardless of the land use scenario. a. Intersection delays vary by one (1) or (2) seconds between the scenarios and peak queues will continue to generally range between one (1) and three (3) vehicles at the side-street stop- controlled intersections; peak queues at the Flying Cloud Drive (CR 61) and Charlson Road intersection are anticipated to increase by 25 feet (i.e. one (1) vehicle on average) during the peak hours and no impacts to adjacent intersections are expected. b. There are no significant future operational issues anticipated from an intersection capacity perspective regardless of the land use scenario. 7) A review of the proposed site plan identified the following considerations: a. Locate signage and landscaping to avoid creating any sight distance issues. b. Review truck maneuverability to limit potential internal circulation conflicts. c. Provide multimodal connections (i.e., sidewalk or trail) to existing facilities along Liatris Lane, Charlson Road, and the East C.H. Robinson Access. d. Consider providing sidewalk along at least one (1) side of each roadway throughout the development to minimize vehicle and pedestrian conflicts. e. Provide internal traffic controls (i.e., stop signs) and any traffic calming strategies per direction from City Engineering staff; at a minimum, stop control at the proposed access to Liatris Lane should be provided, allowing free flow movements along Liatris Lane. APPENDIX Prairie Bluff Commons Traffic Study Year 2030 No Build Conditions Pi n c h e r ry Ln Legend AM Peak Hour VolumePM Peak Hour VolumeEstimated Weekday ADT VolumeStop SignTraffic Signal XXX(XXX)XXXX N Charlson Rd 85 (7) 542 (223) 328 (129) 126 (605) 97 ( 2 9 3 ) 5 ( 5 0 ) 158 (91)101 (6) 37 (183)63 (1) 5 ( 7 3 ) 0 ( 4 4 ) 5 (0)211 (56)19 (27) 3 (1)24 (207)15 (48) 34 ( 1 5 ) 0 ( 1 ) 47 ( 3 8 ) 3 ( 4 ) 0 ( 0 ) 1 ( 3 ) 208 ( 5 3 ) 34 ( 6 3 ) 52 ( 1 9 0 ) 9 ( 3 6 ) 99 (6 0 ) 27 (3 0 ) 135 (219)16 (31) 14 7 ( 8 7 ) 25 ( 2 7 ) 21 7 ( 8 9 ) 46 ( 1 3 1 ) 5 (27) 3 (2) 14 (151) 3 (45) 3 (0) 4 (63) 12 3 ( 6 ) 92 ( 1 1 2 ) 19 8 ( 1 8 ) 46 ( 1 ) 84 ( 1 2 9 ) 28 ( 5 ) 7,150 9,950 4,0 0 0 3,050 2,57 5 4,7 2 5 Flying Clou d D r / C R 6 1 Spri n g R d / C R 4 1,2 0 0 1,475 1,1 7 5 1,550 *Assumes Full Occupancy Prairie Bluff Commons Traffic Study Year 2030 Build Scenario 1 Conditions Pi n c h e r ry Ln Legend AM Peak Hour VolumePM Peak Hour VolumeEstimated Weekday ADT VolumeStop SignTraffic Signal XXX(XXX)XXXX N Charlson Rd 95 (9) 542 (223) 407 (142) 126 (605) 10 8 ( 3 6 4 ) 6 ( 5 9 ) 159 (99)111 (8) 46 (184)98 (7) 7 ( 8 2 ) 5 ( 7 6 ) 5 (0)221 (58)51 (33) 3 (1)26 (216)24 (49) 38 ( 4 5 ) 0 ( 1 ) 48 ( 4 6 ) 3 ( 4 ) 0 ( 0 ) 1 ( 3 ) 250 ( 6 1 ) 34 ( 6 3 ) 58 ( 2 2 9 ) 9 ( 3 6 ) 99 (6 0 ) 27 (3 0 ) 136 (255)21 (34) 14 7 ( 8 7 ) 28 ( 2 8 ) 25 6 ( 9 6 ) 46 ( 1 3 1 ) 5 (27) 3 (2) 20 (191) 3 (45) 3 (0) 4 (63) 12 3 ( 6 ) 13 6 ( 1 1 9 ) 24 3 ( 2 6 ) 46 ( 1 ) 90 ( 1 6 9 ) 28 ( 5 ) 7,225 10,525 4,6 5 0 3,350 2,60 0 5,0 0 0 Flying Clou d D r / C R 6 1 Spri n g R d / C R 4 1,550 1,5 0 0 1,795 1,5 1 0 *Assumes Full Occupancy Page 1 of 4 John Miller Hennepin Village Master Board Secretary 15465 June Grass Ln Eden Prairie, MN 55347 May 6, 2026 Beth Novak-Krebs Senior Planner City of Eden Prairie 8080 Mitchell Road Eden Prairie, Minnesota Re: Prairie Bluff Commons, Project Number 2025-11 Dear Ms. Novak-Krebs: By way of introduction, I am the Secretary of the Hennepin Village Master Board working with Hennepin Village Master Board President Steve McArthur to be the designed spokesperson for Hennepin Village, at the Public Hearing on May 11, 2026, as Mr. McArthur will be out of state and unable to attend. Hennepin Village is a community of 633 townhome and single-family homes to the west of the proposed Prairie Bluff Commons development. This letter serves as the written comments from the Hennepin Village Master Board regarding the proposed development. Traffic Concerns The primary concerns of our community are traffic considerations, as they were when the CH Robinson office expansion project was considered years ago. CH Robinson will still have a large number of employees using the two remaining office buildings, and now there will be just under two hundred additional residential townhomes and villas, each with garages and driveways allowing for multiple vehicles to be used by the residents of these new units. Hennepin Village has specific concerns about the Liatris Road corridor leading to Charlson Road, not unlike the concerns that were raised during the discussions on the CH Robinson project. The site plan shows a new road to the proposed development directly across Liatris from Plumstone Drive. This is a major concern. Plumstone is a narrow street, with houses on both sides, often with cars parked on one or both sides of the street. We do not Page 2 of 4 want additional traffic from the new development utilizing Plumstone Drive to access Pincherry or westbound Charlson. A large increase in thru traffic on Plumstone could potentially be a safety issue. When the prior traffic study was done, back when the CH Robinson expansion was considered, the solution was to not allow vehicles exiting the western end of the expansion to access Plumstone Drive. Our recommendation is that the west entrance to the new development should either be a T-intersection on Liatris between Plumstone and Charlson, or the entrance should be moved to Charlson between Liatris and CH Robinson, or perhaps some other mitigation as appropriate for traffic control. The narrative “Prairie Bluff Commons - Townhome & Villa Residential Community” indicates that a traffic study is pending. When is this traffic study expected to be complete, and will this be made available for review and comment for neighboring communities prior to granting of approval for re-zoning? Hennepin Village would like to see what consideration the traffic study gives to the proximity of the western entrance with Plumstone Drive. Also of concern is the Liatris Road / Charlson Road intersection. Twice a day school buses make stops along this corridor. With almost 200 additional residential units being built, there will certainly be an increase in traffic that needs to be managed. Will any upgrades be needed to the Liatris/Charlson intersection? Another issue that was also raised years ago is the impact of increased traffic during peak hours at the Spring Road/Charlson intersection. Hennepin Village would like to see what conclusions are drawn by the new traffic study regarding this intersection. Private Road Use and Maintenance The Hennepin Village Master Board further notes that most of the streets in our community are private roads. (The exceptions are Plumstone, Liatris and Pincherry north of June Grass, and June Grass between Liatris and Pincherry, all of which are city-owned streets.) Although residents of the new development may not need to use our private roads directly to access their homes, there nevertheless will certainly be additional traffic on our private roads, for example, by residents of the new community accessing the Prairie Bluff Conservation Area Overlook. Further to the Conservation Area Overlook, although the pavilion and parking area are city- owned property, these can only be accessed via Hennepin Village private roads. Already Hennepin Village homeowners need to bear the cost of maintenance and repair of these roads for non-residents of Hennepin Village accessing the Conservation Area, and this will only increase with 182 more homes being built in proximity. Page 3 of 4 Street parking is also an issue. Although the striped parking area near the Conservation Area is city property, the adjacent streets are private roads. During busy times, visitors to the Conservation Area will park on the roads, leading to crowding and congestion. This will certainly increase with the proposed new Prairie Bluff Commons development. Is there any mitigation or relief being planned for Hennepin Village for what will be additional use of our private roads? Buffering and Sight Lines An issue that surfaced with the CH Robinson commercial expansion was the impact on existing townhome inventory sight lines from Liatris to Indigo, overlooking the proposed three-story commercial building. In reviewing the provided Landscape Plan and Site Plan it is not clear whether sufficient buffering is being provided with the new Prairie Bluff Commons development. Conservation Area Hennepin Village also wants to understand what access to the existing Conservation Area is being planned for with this project. There have been multiple issues over the years of overuse of certain areas of the Conservation Area. The site plan does not appear to show any additional trail access being planned for the Conservation Area. However, there is still concern with an additional 182 units being planned in the vicinity. This year the number individuals accessing unauthorized parts of the Conservation Area has reached major levels, with the police having to be called frequently. It is filled with photographers taking wedding, graduation, etc., pictures in the protected grass areas off the walking paths. This congestion will be magnified by the additional housing. June Grass to CH Robinson Trail Access The existing trail between the June Grass / Indigo corner and CH Robinson is used by many pedestrians (walkers, joggers, bicyclists). The site plan shows that this trail is being kept with a slight realignment. Our concern is whether this trail will be closed during construction (the narrative indicates 5-6 years for the entire development build-out), and if so, how long would the trail be closed. Pedestrians rely on this trail connection, and we would want to make sure that any disruption is minimized, for example, by providing an alternate or temporary trail, while the permanent trail alignment is being constructed. Page 4 of 4 Playground / Pool Area The new development does not appear to have any playground or pool area. That in and of itself is not a problem, but Hennepin Village does have playground areas and a swimming pool (paid for by dues of Hennepin Village homeowners) and our concern is that homeowners in the proposed Prairie Bluff Commons may think that Hennepin Village amenities are theirs to use as well. This may not be an issue with most homeowners, but I have heard of cases of realtors marketing homes as being in proximity to privately-owned amenities not intended for general public use. If the west entrance to the new development was moved from Liatris to Charlson (as suggested under Traffic concerns) that might make it more obvious that Prairie Bluff Commons and Hennepin Village are distinctly separate HOA’s. I look forward to attending the meeting and speaking to the planning commission on these issues. Best Regards, John Miller Hennepin Village Master Board Secretary On behalf of the entire Hennepin Village Master Board