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HomeMy WebLinkAboutPlanning Commission - 06/22/2026Meeting Agenda Eden Prairie Planning Commission 7 p.m. Monday, June 22, 2026 City Center Council Chambers 8080 Mitchell Road Eden Prairie, MN 55344 ATTENDEES Commission Members: Trisha Duncan, Ed Farr, John Kirk, Steve Schumacher, Robert Taylor, Daniel Grote, Frank Sherwood, Pete Palmisano, Phou Sivilay 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, June 8, 2026 V. Public Hearings A. 11609 Leona Rd. Phase II (2026-03) 1. Planned Unit Development Concept Plan Review on 3.44 acres 2. Planned Unit Development District Review with Waivers on 3.44 acres 3. Preliminary Plat of 3.44 acres into three lots and one outlot 4. Site Plan Review on 3.44 acres PLANNING COMMISSION MEETING AGENDA June 22, 2026 B. 6345 Eden Prairie Road Zone Change (2026-06) 1. Zone Change from Public to R1-22 on two parcels, totaling 1.22 acres VI. Planner’s Reports VII. Members Reports VIII. Adjournment Unapproved Minutes Eden Prairie Planning Commission Meeting 7 p.m. Monday, June 8, 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 Shulze, City Engineer; Matt Bourne, Parks and Natural Resources Manager; Kristin Harley, Recording Secretary MEETING AGENDA I. Call the Meeting to Order Chair Duncan called the meeting to order at 7 p.m. All Commission Members were present. II. Pledge of Allegiance III. Approval of Agenda MOTION: Taylor moved, seconded by Farr, to approve the agenda. Motion carried 9-0. IV. Minutes A. Planning Commission meeting held Monday, May 11, 2026 MOTION: Palmisano moved, seconded by Taylor, to approve the minutes of the Planning Commission Monday, May 11, 2026. Motion carried 8-0. V. Public Hearings A. Marshall Gardens (2026-03) 1. Guide Plan Change on 8.69 acres 2. Planned Unit Development Concept Review on 32.13 acres 3. Planned Unit Development District Review with waivers on 32.13 acres 4. Zone Change from Rural to R1-9.5 on approximately 13.58 acres and from Rural to Parks and Open Space on approximately 13.18 acres PLANNING COMMISSION MEETING MINUTES June 8, 2026 Page 2 5. Preliminary Plat of 32.13 acres into 50 single family lots, public streets and 5 outlots Barnhart displayed the preliminary plat and presented the staff report. This application sought a change to the Comprehensive Plan and to the zoning of the area from Rural to R1-9.5 Residential. The area would be subdivided into 50 single-family homes and five outlots for stormwater management ponds and for open space along the bluff. The application included a PUD Concept Review with waivers to lot area, lot width, front yard setback and garage storage area. 24 of the lots would not meet the lot width requirement. The average lot size was over 10,000 square feet. The front yard setback requested was 25 down from the required 30 feet. This brought houses away from the rear property line to the north and south, which formed the bluff line. This parcel had been proposed for development in 2024, but the previous approvals expired, and the zoning reverted to Rural. This was an entirely new proposal. The Commission Member packets included comments received from neighbors and staff would address these: There was concern that much of the donated land was undevelopable, steep slopes and bluffs. These areas would be dedicated to the City, and guided Parks and Open Space, especially the land south of the development. The City owns many of these types of properties. There were some flat areas south of the creek that could be developed but would be retained as open space as well. The park and open space areas were an offset of the PUDs requested. This would shift density into the development. There was concern that density was inaccurately calculated. 13 acres would be developed, the rest being undevelopable or right-of-way. The calculation is made on gross density in Eden Prairie. The low density designation anticipates density in the 0.1-5 units per acre range. This development had 3.6 units an acre, well within the Comprehensive Plan guidelines. There was concern about the “wall effect” created along the north property line, since there was minimal space between the homes here. There were no waivers requested for side yard setback, since all met all requirements in this respect. It was not out of character for a R-19.5 Zoning District. There was concern regarding privacy loss along this north side, but the separation was typical, between 70 to 120 feet, as many homes would back up to a pond. However, the developer did address this to reduce the setback to bring houses away from the property line. There was no landscaping/screening requirement for single-family residential developments. The developer proposes tpo place replacement trees along the north property line, but not all the way across, due to stormwater drainage requirements. PLANNING COMMISSION MEETING MINUTES June 8, 2026 Page 3 There was concern that this development did not have a landscaping plan, but there was one, and it exceeded requirements. There was concern regarding property values and market impacts. The City Assessor did not find evidence this development would adversely impact the existing, thriving neighborhoods. Six of the last eight house sales had prices that exceeded the assessed housing values. House sales depended upon a number of criteria, many of which were not under control of the City. This development has been discussed for three years. As a rule, new residential developments did not negatively impact existing residential developments. Farr asked for and received confirmation the land had been guided low density residential in the past but then had reverted to Rural when the previous proposal was abandoned, and there were no side yard setback waivers being proposed. He asked for and received confirmation there would be 18 regular lots instead of 12 larger lots along the north side. He noted with the smaller side yard setbacks there would be more open, or “negative” space and more visibility. Barnhart agreed; with larger lots there could be larger houses built, leading perhaps to less visibility. Steve Schweeters, owner of Wooddale Builders, detailed the application. He stated there had been and would be more meetings with the existing residents of the area. This would be a 50-unit single-family home development with a villa style. The houses would be affordable. Wooddale Builders had also developed Stable Path and Highland Oaks, and was making an effort to keep price points down. Dan Schmidt, civil engineer, stated he had worked with City staff for six months. The sanitary sewer would have access on Dell Road and on Canopy Trail. The stormwater treatment design met requirements. This design had been sent to the Watershed District, and he was working through the comments. He displayed a comparison to the 2024 Marshall Farms project, showing fewer homes and lots, less density, a lower number of trips per day (down 45 percent), EV-ready garages and solar-panel-ready homes, and a similar plan for trails. He noted the current proposed density was closer to the original guidance for the property. The development would have 28 villa homes and 22 single-family homes. The villas would have 55-foot-wide lots, and there would be single-family homes along the south side. The villa lots would have a 68-foot area and a 25-foot front yard setback for parking and to increase the backyard space. A couple of the single-family lots would be below the minimum of 9,500 feet to protect the bluff. Schmidt described the landscape plan, which included an entrance monument, sidewalks connecting to the park areas, and one tree in the front yard of every home. The developed had increased the screening by 50 percent along the north PLANNING COMMISSION MEETING MINUTES June 8, 2026 Page 4 after the comments from a neighborhood meeting. Paul Reiland of Johnson Reiland Homes introduced David Rennet of McDonald Construction. Reiland stated Johnson Reiland would build the villas and half of the single-family homes. He displayed the villa models and floor plans. The target market for these were empty nesters, retirees. The houses would be slab-on- grade and wheelchair-friendly. These would be 150-foot deep lots, deeper than usual. Rennet stated McDonald Construction would build the non-slab, single-family homes, which would be a mix of rambler and two-story homes. The ramblers would have basements. These homes would range from 3,000 to 4,000 square feet. Rennet displayed the rambler single-family home model with the three-car garage. Reiland displayed another single-family home rambler model (Fall Parade House) and the two-story, 6,000 square foot single family homes with three- and four- car garages Rennet stated McDonald Construction was a Green Path builder incorporating sustainability and energy efficiency, including solar, EV-ready garages, triple- pane windows, and other future-ready features. Richard Koppy, of 9872 Crestwood Terrace, stated he lived across from where the development would be. He stated he moved here from Minnetonka, and was happy with the current design, as were his neighbors. However, he stated the City of Eden Prairie needed to use this development as an impetus to complete the neighborhood, which he did not see happening. He urged the City to try to finish the neighborhoods with landscaping, trails and a better street system. Speed on Dell Road, where he and his wife walked his dogs, was a concern. He suggested a roundabout between Flying Cloud Drive and Pioneer Trail to control speed. The Pioneer Road detour on Dell Road was already contributing traffic; he wished the City to look at the entire situation once everything was paved and have a landscape plan for Dell Road. He also suggested constructing a parkway, similar to Bear Path homes. Koppy added that five year ago the City staked his backyard for the right-of-way for a trail system, but it was never utilized. He envisioned a trail system to Lake Riley. He asked the City to at least plan it and tie the various parts of the neighborhood together. He also urged there be more public meetings regarding these issues. Overall he commended the proposal. Larry Erickson, of 9752 Laforet Drive, also commended the development, but added there were a lot of dead trees along the lot line, in the City outlot, and urged staff to work with the developer. PLANNING COMMISSION MEETING MINUTES June 8, 2026 Page 5 Daniel Knitt, of 97191 Geisler Road, stated that two homes valued at 875,000 instead sold for 750,000. Increased density lowered property values because homebuyers did not want to move into an overly populated area. He added the neighborhood had submitted a letter bringing up six points of concern. He suggested the developer shift the pond to the north. He found Farr’s comment regarding negative space valid, but added reducing the houses to a 12-count from an 18-count would give a more spacious feel by opening up the northern wall. Traffic would also increase due to the waivers; not approving the waivers would give a more community feel to the development. Barb Hamilton-Susted, of 9711 Geisler Road, stated that the north “wall effect” impacted six or seven homes directly. She stated she understood the length versus depth concept but urged the commission to go beyond the minimum lot size. She found this was not a good look, and it would decrease home values. Home values were dropping in her neighborhood, according to recent home sales near her (150,000 instead of the median 202,000 or the 185,000 value from two years ago). She also asked if the proposed homes would be affordable, since price points were not mentioned. MOTION: Schumacher moved, seconded by Kirk, to close the public hearing. Motion carried 9-0. Duncan stated Copy’s comments would be addressed in the Comprehensive Planning process. Barnhart stated the comment regarding dead trees could be shared with the Parks and Recreation Department. Bourne stated staff was would be working with the developer to remove the dead trees. Reiland stated the villas would start in the $900,000 range for a single level, and the single family homes in the middle million range, some to break two million dollars. Schumacher asked for and received confirmation the waiver for the front yard setback was for all of the homes in the development. Farr asked for and received confirmation the previous design had a through- route along Crestwood Trail. He found the current configuration of Crestwood an improvement. There had also been a “wall” comment on the south side of the last development that came through the commission in 2024. Larger lot sizes could contribute larger, multistoried homes rather than the slab-grade homes proposed. Kirk stated he frequently drove Dell Road and understand the traffic concerns, and for an overview on Dell Road. Schulze replied there was future project to PLANNING COMMISSION MEETING MINUTES June 8, 2026 Page 6 pave the gravel section of Dell Road. It would occur along with this development. There would be more curves, giving a more natural look, and it would remain a 30-mph state-aid street. It would keep the same look and design feel down the bluff section of this development. Taylor asked what species of trees would be used for screening. Reiland replied this was in the landscape plan and there would be 19 Black Hill Spruce trees and 13 Norway Spruce trees, eight evergreen trees and a number of maple trees. Taylor asked if there could be more evergreens planted, and Reiland replied he was not the landscape architect, but this could be done. Schweeters stated there would be another neighborhood meeting to address all these concerns. More trees could be worked out with the builder, and the homeowners could of course plant more. Evergreens would be staggered with deciduous trees for screening during the winter months. Duncan stated it was her understand that screening like for like zoning was not typically done and she was not sure all of that screening was necessary, yet it had been increased to accommodate residents’ concerns. Farr agreed, adding transitions between zones requiring screening, but this was single-family to single-family, not requiring neighborhood walls with tree thickets. Kirk stated any major development was a big deal to the residents who lived near it. This area had undergone two development iterations, and he found the outcome a good one. The density dropped traffic significantly (45 percent). He reminded that the commission needed to represent three major groups in Eden Prairie: the residents, the staff who enforced regulations and standards, and the new homeowners. He found this to be a reasonable balance and supported the development. Duncan stated she appreciated the developer’s hard work and found this to be an improvement over the previous proposal. She added she was not a fan of the northern line of lots but in general she found this to be a good development. MOTION: Kirk moved, seconded by Schumacher, to recommend approval for the Guide Plan change, PUD Concept Review, PUD District Review, Zoning Change, and Preliminary Plat as recommended by staff as represented in the June 8, 2026 staff report Motion carried 9-0. B. Code Amendment – Data Centers (2026-01CA) 1. Request for approval to amend City Code, Chapter 11 relative to definition and regulation of Data Centers. Duncan stated she would abstain from voting due to her employment with Excel but would be a part of the discussion. Taylor also abstained from the voting due PLANNING COMMISSION MEETING MINUTES June 8, 2026 Page 7 to his employment with Mortensen . Barnhart presented the staff report. The City of Eden Prairie was attempting to get ahead of the ongoing discussion in other cities by being proactive and establish reasonable regulations for Data Centers. The City could not prohibit data centers, but they could be located in the I-GEN Zoning District. Data Centers were defined as standalone businesses, not a server room. The amendment would establish specific standards: minimal proximity to residential (700 feet), minimal proximity to mechanical units, and submittal requirements. The City would also require a data center recycle the water used and to use renewable energy sources, among other sustainability requirements. Grote asked if there were inquiries or application to build a data center in Eden Prairie; Barnhart said there had not. Farr suggested there could be a conflict with the nuisance ordinances, which measured in decibels. Barnhart replied this new requirement would be in addition to, not in replacement of, the current nuisance ordinances. Daniel Knitt, of 97191 Geisler Road, stated he built data centers for a number of years, and approved of the City being proactive. His concern was what happened to the space previously occupied by the data center once it was empty, and the impacts of any flash floods or fire. He asked if the City had the infrastructure to scale and support a data center, which could cause a ripple effect. MOTION: Schumacher moved, seconded by Palmisano, to close the public hearing. Motion carried 9-0. Barnhart stated Knitt’s concerns were what City staff were trying to address with this amendment and he appreciated the comments. Palmisano asked if there were any lessons learned from other cities already grappling with this issue, and what the next steps were. Barnhart replied the City Council would approve the ordinance if the commission voted for approval tonight. Any applicant would them have the information and staff would work with them to meet the requirements. He did not anticipate a large data center in Eden Prairie as those seen in the news. MOTION: Grote moved, seconded by Palmisano, to recommend approval to amend the City Code Chapter 11 relative to definition and regulation of Data Centers as recommended by staff as represented in the June 8, 2026 staff report Motion carried 7-0 with two abstentions (Duncan and Taylor). PLANNING COMMISSION MEETING MINUTES June 8, 2026 Page 8 VI. Reports A. Planners report Barnhart stated the 2050 Comprehensive Plan review process had started. The goal was to submit the revision to the Metropolitan Council in December 2027. This was not a complete rewrite, but an update. A consultant was hired to conduct the housing study and other departments had also retained consultants. An update will be discussed in the October Council Workshop. B. Members’ reports VII. Adjournment MOTION: Grote moved, seconded by Taylor, to adjourn the meeting. Motion carried 9- 0. Chair Duncan adjourned the meeting at 8:28 p.m. Planning Commission Staff Report Date: Location: Subject: From: Applicant: Review period expires: September 25, 2026 ITEM DESCRIPTION Told Development Company, the property owner, is proposing to redevelop the northern portion of the parking lot at 11609 Leona Road. A new drive-thru Shake Shack is proposed to be constructed in the northwest corner of the site, and a new Valvoline Instant Oil Change is proposed to be constructed in the northeast corner of the site. The developer is proposing to plat the property so each building has its own parcel. REQUESTED ACTIONS • Planned Unit Development Concept Plan Review on 3.44 acres • Planned Unit Development District Review with Waivers on 3.44 acres • Preliminary Plat of 3.44 acres into three lots and one outlot • Site Plan Review on 3.44 acres PROJECT DESCRIPTION/ BACKGROUND COMPREHENSIVE PLAN AND ZONING The property is zoned Commercial-Regional-Services (C-REG-SER) and is guided Regional Commercial in the comprehensive guide plan. There are no proposed zoning or guide plan changes with this application. SITE PLAN A new drive-thru Shake Shack is proposed for the northwest corner of the site. The new building will be roughly 3,150 square feet and will offer both drive-thru and dine-in options for customers. The drive-thru has capacity for approximately 11 vehicles, meeting anticipated business need and preventing queuing into internal drive lanes or Leona Road. The drive-thru will be on the north side of the building, along Leona Road, allowing parking to be located behind the building and to better facilitate cross-parking and access between the parcels. A Valvoline Instant Oil Change is proposed for the northeast corner of the site. The building will have three (3) drive-thru bays and be approximately 1,870 square feet. Queuing to the south of the building can support up to three (3) cars per bay, which is anticipated to meet business needs. Staff Report – 11609 Leona Road Redevelopment Phase II June 22, 2026 Page 2 The north end of the parking row on the Valvoline site is striped to show no parking. To comply with City Code, a landscaped island is needed. Prior to City Council, the applicant will need to submit a revised site plan and landscape plan showing a planted island at the end of the parking row. The remainder of the north portion of the lot will be part of the Planet Fitness parcel and be a parking lot to support all site users. There are cross parking agreements for all three (3) 11609 Leona Road users (Shake Shack, Valvoline, and Planet Fitness) and between 11609 Leona Road and 11611 Leona Road, the Qdoba/Caribou building. The following image shows the proposed site plan. PRELIMINARY PLAT The developer is proposing to subdivide 11609 Leona Road into three (3) lots and one (1) outlot. The three (3) new lots meet the lot dimensional standards of the C-REG-SER zoning district. Both new buildings will encroach into the front yard setback to accommodate required parking and internal traffic circulation; all other setbacks are to be met. The specific waiver requests are outlined in more detail below.. Each building in the Preliminary Plat will have its own parcel and enough parking spaces on the parcel to meet City Code requirements. The stormwater pond along Flying Cloud Drive will be in an outlot to be owned and maintained by Told Development. Told Development is currently planning to own all three (3) lots and the outlot shown in this Preliminary Plat. Individual parcels may be sold in the future. Staff Report – 11609 Leona Road Redevelopment Phase II June 22, 2026 Page 3 SIGNS The developer is requesting a sign size wavier to increase the size of the freestanding sign at the intersection of Flying Cloud Drive and Leona Road. The waiver would allow up to 116 square feet of freestanding signage at the intersection and a 107 square foot sign base to support the signage. A sketch of the proposed sign design is shown below. The current site plan shows this freestanding sign at the intersection and a smaller, code compliant sign along Den Road in the southeast corner of the property, where there is an existing sign. City Code allows one (1) freestanding sign per street frontage for Commercial zoned property. With the Preliminary Plat creating three (3) lots, this would create the potential for a total of five (5) signs in this development; one for Shake Shack’s Leona Road frontage, two (2) for Valvoline’s frontages, and two (2) for Planet Fitness with frontage on both Den and Leona Roads. If all these signs were maximized, there could be a total of 312 square feet of signage along Den and Leona Roads. The maximum sign area the developer is proposing is 152 square feet; 116 square feet at the intersection of Flying Cloud Drive and Leona Road and 36 square feet along Den Road. Consolidated signage is generally encouraged in PUD area plans to address sign proliferation. There is an existing agreement that allows off-site signage for the tenants at 11611 Leona Road to have signage at the Flying Cloud Drive/Leona Road sign location. This was approved when 11611 Leona Road was platted and built in the early 2000s. This is a unique circumstance given the landlocked nature of 11611 Leona Road that creates the need for additional sign area at the intersection. With the Preliminary Plat, the allowance for off- site signage will need to be expanded to allow Lots 2 and 3 to install signage off-site on Lot 1. Permitting off-site signage through a waiver would allow the current conditions to continue onsite once the new property lines are created. The applicant is planning to reuse the existing sign base for the new freestanding sign. The small wall will be removed, but the existing piers will be kept and clad in brick to match the buildings onsite. The columns will be 20 feet tall and hold the sign area between the columns. City Code allows the sign base to be a maximum of half the size of the sign. With a proposed area of 116 square feet, the maximum sign base permitted would be 58 square feet. The total area of the Sketch showing the proposed sign at the intersection of Flying Cloud Drive and Leona Road. Staff Report – 11609 Leona Road Redevelopment Phase II June 22, 2026 Page 4 two columns is 107 square feet. The additional sign base area supports the larger sign area requested and accounts for the brick columns that contribute to the site’s cohesive vision and higher architectural standard. While the applicant is reusing the existing piers for the freestanding sign, the sign was built within the required 15-foot setback, meaning a waiver is needed to approve the current sign location and allow the reuse of the piers. The sign is located approximately 10 feet from the property line and has been in this location since 1997. Wall signage is permitted on all four (4) sides of buildings in the C-REG-SER zoning district. Signage will be permitted administratively through a separate application. 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. The City must make a finding that the proposed development is not in conflict with the Guide Plan goals, that the design is desirable and uniform within the PUD boundary area, that waivers from City Code standards requirements are justified by the design of the PUD area, and the PUD area is a complete and feasible design plan. To support the design vision for the site and to create a uniform development area, the applicant is requesting the following waivers: A. Front Yard Setback City Code requires structures in the Commercial-Regional-Services zoning district to be setback a minimum of 35 feet from front lot lines. The proposed Shake Shack building is setback 18.5 feet from the north property line. This reduced setback supports the effort to locate parking away from the street and facilitates sharing amongst business within the shopping center. The proposed Valvoline building is setback 21.3 feet from the east property line. The unique circumstance for this property is that it is a corner lot, requiring larger setbacks on two (2) sides of the property while maintaining internal access. The standard side yard setback is 20 feet. B. Sign Size The applicant is asking to increase the size of the freestanding sign at the intersection of Flying Cloud Drive and Leona Road to 116 square feet. City Code allows Commercial zoned properties freestanding signage on every street frontage with one (1) sign/frontage allowed 80 square feet of signage and each subsequent frontage being allowed 36 square feet of signage. The applicant is proposing to take two (2) of the allowed sign areas and combine them into one (1) larger sign at the main intersection, Flying Cloud Drive and Leona Road. To support the larger sign area size, a larger sign base is also required. The proposed sign needs a waiver to allow a 107 square foot base. Staff Report – 11609 Leona Road Redevelopment Phase II June 22, 2026 Page 5 An existing agreement allows off-site signage for the tenants at 11611 Leona Road to have signage at the Flying Cloud Drive/Leona Road sign location. This was approved when 11611 Leona Road was platted and built in the early 2000s. This is a unique circumstance given the landlocked nature of 11611 Leona Road that creates the need for additional sign area at the intersection. C. Sign Location The Preliminary Plat creates new lots, meaning a waiver is needed to support off- site signage of other businesses in the PUD area on sign at the Flying Cloud Drive/Leona Road intersection. A waiver for off-site freestanding signage for Lots 2 and 3 of the Preliminary Plat is requested. As noted above, a waiver already exists to allow off-site signage for 11611 Leona Road on the 11609 Leona Road sign. The three (3) lots/buildings in the Preliminary Plat and 11611 Leona Road create a unified development with shared access, parking, and maintenance. Shared signage supports the unified PUD area and reduces visual clutter from signs elsewhere on the site. City Code requires signs to be setback at least 15 feet from the public right-of-way. The applicant is reusing the current sign base for the new freestanding sign. However, the sign was installed within the 15 foot setback requirement. To reuse the existing sign base, a waiver is needed to approve a 10.5 foot setback from Leona Road. The sign has existed in this location since 1997, and the base will be refurbished when the new sign is installed. ACCESS AND STREET CONNECTIONS The developer will be making several changes to improve internal circulation on the site. The northeast driveway access on Den Road will be closed to remove conflict between incoming traffic and vehicles exiting Valvoline. The access further south on Den Road will remain; this was built with the Planet Fitness remodel. In the proposed site plan, shown on the previous page, the driveway access on Leona Road will shift slightly to the east. The access will still align with the Best Buy driveway on the north side of Leona Road. Altering the access location allows the Shake Shack parcel to have sufficient space to meet parking requirements. The entrance off Leona Road will be extended into the site, creating a “T” intersection in the center of the site where vehicles will choose to turn right to the new Shake Shack or the existing strip mall (11611 Leona Road) or to the left for Planet Fitness or Valvoline. This will allow incoming traffic more time to decide which way to turn within the site, and it provides queue space for vehicles waiting to exit the site onto Leona Road. Updated pavement striping and internal directional signs will provide traffic control. TRAFFIC STUDY A traffic study was conducted as part of this application given the increased number of commercial uses on the site. Most traffic to the site is anticipated to come from the Flying Cloud Drive/Leona Road/Town Center Place intersection. The study found there is enough capacity in Staff Report – 11609 Leona Road Redevelopment Phase II June 22, 2026 Page 6 the surrounding road system to accommodate additional development without creating congested conditions at nearby intersections or roads. PARKING City Code requires one (1) stall for every 2.5 seats in a fast-food restaurant use and five (5) stalls for every 1,000 square feet of retail for buildings less than 30,000 square feet. Based on these requirements, Shake Shack needs a minimum of 24 parking stalls and is meeting that requirement. Planet Fitness requires a minimum of 93 parking stalls and is providing 105. The Valvoline requires 10 parking stalls by City Code and is proposing 10 spaces. The overall PUD area will have 140 stalls in total, exceeding the number of stalls required by City Code for all three (3) uses. This total does not include the stalls at 11611 Leona Road. There is an existing cross-access, parking, and maintenance agreement between 11609 and 11611 Leona Road. A parking analysis was conducted as part of this application. The analysis found the west side of the site, 11611 Leona Road and Shake Shack, will likely be overcapacity during lunch hours. In response, the developer removed a third use from the site and increased the size of the Shake Shack lot, allowing additional parking in the immediate area. Further, there is a shared parking agreement in place, so customers may park north or east of Planet Fitness and walk to destinations on the west half of the site. The analysis recommended a cross-parking agreement for the properties to consider having all employees park on the east side of the site to increase the number of available parking spaces on the west side of the site for customers. SIDEWALKS There are existing sidewalks along Leona Road and Den Road within the public right-of-way. The developer is proposing to install an ADA compliant sidewalk connecting the sidewalk on Leona Road to the Shake Shack and Planet Fitness buildings. The sidewalk will run parallel to the new entrance driveway off of Leona Road. BUILDING ARCHITECTURE AND MATERIALS As part of a PUD area, the intention with infill buildings is to carry the visual qualities of other structures in the area through to the new structures to create a unified environment within the PUD boundary area. The image on the right shows the current Planet Fitness Building. Picture of the current Planet Fitness building at 11609 Leona Road Staff Report – 11609 Leona Road Redevelopment Phase II June 22, 2026 Page 7 The Valvoline building is proposed to be brick, stone, and glass. The building meets the City’s architectural standards, and the materials used compliment the existing building onsite. Renderings of the proposed building are shown below. Rendering of North and West Sides of Valvoline, which faces Leona Road and the entrance driveway. Rendering of the south side of Valvoline, which faces Planet Fitness. The Shake Shack proposes to use brick, stone, and glass in their design, shown in renderings on the following page. The cream color compliments the EFIS on the Planet Fitness, and the dark brown brick for the “back of house” is similar to the accent bands on Planet Fitness. The wainscoting and drive-thru window area are stone. As designed, the Shake Shack building has a distinct “front” and “back” appearance with few design elements shared between the cream and dark brown portions of the building. Staff recommends that additional color contrast or material Staff Report – 11609 Leona Road Redevelopment Phase II June 22, 2026 Page 8 continuity is incorporated into the design to tie both sections of the building together. This change will need to be reflected prior to City Council. Rendering of the south side of Shake Shack, which faces 11611 Leona Road Rendering of the north and west sides of Shake Shack, which faces Leona Road and Flying Cloud Drive. SHORELAND 11609 Leona Road is located in the Shoreland Overlay Zoning District. With the recent amendment to the Shoreland Ordinance, commercial projects in the Shoreland Overlay Zoning District are allowed up to 70 percent impervious surface coverage or the total impervious surface area in existence on January 6, 2026. As of January 6, 2026, the site had 75 percent impervious surface coverage. The proposal reduces impervious surface coverage to 72.5 percent. DRAINAGE/STORMWATER MANAGEMENT Stormwater will be collected and directed to the underground management systems on site constructed as part of the Planet Fitness project in 2024. These systems will provide retention of stormwater. The soils on the site are not suitable for infiltration. There is an existing stormwater Staff Report – 11609 Leona Road Redevelopment Phase II June 22, 2026 Page 9 pond on the far western side of the site, along Flying Cloud Drive. This pond will remain and continue to serve both 11609 and 11611 Leona Road. UTILITIES 11609 Leona Road is served by City sewer and water. There is sufficient capacity in both systems in this area to accommodate the proposed buildings and uses. TREE LOSS AND GRADING Given the developed nature of the site, there will be little grading involved with the project. However, several trees will be removed to accommodate the new parking lot layout and buildings. Sites with approved landscape plans like 11609 Leona Road replace removed trees with a 1:1 ratio rather than by the replacement formula. A total of 24 trees will be removed, meaning 24 trees will need to be replanted on the site. The applicant is proposing to remove 16 significant trees. Eight (8) insignificant will also be removed. Trees have already been removed around the stormwater pond. These trees were not included as removals on the Phase I Redevelopment Plan. Per the Development Agreement, trees removed above and beyond the approved tree removal plan require replacement on a caliper inch to caliper inch basis. Five (5) of these trees removed were significant. The Developer will be required to plant 89 caliper inches onsite or pay fee in lieu to the tree preservation fund for caliper inches that cannot be met onsite. The Development Agreement will include language to address this requirement. LANDSCAPING AND TREE REPLACEMENT PLAN The Valvoline building is over 20 feet tall; City Code requires single story buildings over 20 feet tall to double the landscaping requirement to match the landscaping onsite to the scale of the building. Valvoline is required to provide 12 caliper inches of landscaping per City Code, and Shake Shack is required to provide 10 caliper inches. The landscaping plan includes both landscaping trees, vegetated parking lot islands, and shrubs that exceed the requirements of City Code. Landscape and Tree Replacement Plan on the north side of 11609 Staff Report – 11609 Leona Road Redevelopment Phase II June 22, 2026 Page 10 Consistent with other infill development projects for sites with approved landscape plans, removed trees will be replaced on a 1:1 ratio. 34 trees will be removed, and 34 replacement trees are provided around the new buildings and stormwater pond. The current landscape and tree replacement plan show 56.5 caliper inches of tree replacement to account for the trees removed outside of the approved plan. 32.5 inches need to be accounted for. Prior to City Council, the developer will work with staff and confirm if these caliper inches can be planted onsite, either through additional plantings or increasing sizes of proposed trees, or if the remainder of the replacement requirement will be paid to the tree preservation fund. SUSTAINABILITY The Sustainable Building Standard does not apply to this project. As part of the PUD, the developer will install two (2) electric vehicle charging stations on the Shake Shack property. LIGHTING A photometric plan was provided with the application. The plan illustrates uniform lighting throughout the parking lot and meets code requirements at the periphery of the site. PROJECT PHASING This is Phase II of a redevelopment project. The partial demolition and remodel of the Office Depot into Planet Fitness and underground stormwater management within the parking lot were Phase I. A drive-thru Starbucks was also approved in Phase I; this project is no longer moving forward, and Shake Shack intends to occupy the northwest corner of the site instead. NEIGHBORHOOD INPUT Staff received a letter from the adjacent property owner at 11611 Leona Road stating support for the redevelopment. The letter is attached to this packet. STAFF RECOMMENDATION Staff recommends approval of the Planned Unit Development Concept Plan Review, Planned Unit Development District Review with Waivers, Preliminary Plat, and Site Plan Review on 3.44 acres CONDITIONS OF APPROVAL This is based on plans dated June 15, 2026 and the following conditions: 1. Prior to the 1st reading by the City Council, the applicant must: A. Submit revised building elevations showing additional color contrast or material continuity is incorporated into the Shake Shack building design to tie both sections of the building together. B. Work with staff and confirm if remaining tree replacement caliper inches can be planted onsite or if the remainder of the replacement requirement will be paid to the tree preservation fund, updating the narrative and landscaping/tree replacement plan accordingly. 2. Prior to release of the final plat, the applicant must: Staff Report – 11609 Leona Road Redevelopment Phase II June 22, 2026 Page 11 A. Provide a Cross Access, Parking and Utility Easement document over the private driveways, parking areas, and infrastructure located on the Property that provides cross access, shared parking, and utility access between Lots 1, 2, and 3 of Ridgecrest Flying Cloud First Addition and 11611 Leona Road. 3. Prior to land alteration permit issuance, the applicant must: A. Obtain permits and approvals from other agencies as needed. B. Obtain City approval of a final grading and drainage plan for the property. C. Submit detailed utility and erosion control plans for review and approval by the City Engineer. D. Obtain and provide documentation of Watershed District approval. E. Notify the City and Watershed District 48 hours in advance of grading. F. Provide a construction grading limit and tree protection plan for review and approval by the City. G. Install erosion control at the grading limits of the property for review and approval by the City. H. Install fencing at the construction grading limits and tree protection areas as shown on the approved plans. I. Submit and receive written approval of an executed landscape agreement. J. Submit a landscaping letter of credit or escrow equivalent to 150% of the cost of the landscaping. K. Make a cash payment for Tree Replacement as provided by City Code, if needed. L. Submit a land alteration bond, letter of credit, or escrow surety equivalent to 125% of the cost of the land alteration. M. 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 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 June 15, 2026. A. Front Yard Setback – City Code requires structures in the C-REG-SER- zoning district to be 35 feet from the front property line. This waiver allows the building on Lot 1 to have an 18.5-foot setback. This waiver also allows the building in Lot 3 to have a 21.3-foot setback from the Den Road property line. B. Sign Size - City Code allows Commercial zoned properties freestanding signage on every street frontage with one (1) sign/frontage allowed 80 square feet of freestanding signage and each subsequent frontage being allowed 36 square feet of signage. This waiver allows two (2) of the permitted sign areas to be combined into one (1) larger 116 square foot sign at the main intersection, Flying Cloud Drive and Staff Report – 11609 Leona Road Redevelopment Phase II June 22, 2026 Page 12 Leona Road. A second freestanding sign is permitted on Den Road that meets code requirements. City Code allows sign bases to be up to half the area of the sign it is supporting. A waiver is granted to allow a sign base of 107 square feet to support the increased sign area and continue to the architectural unity of the PUD area into the sign design. C. Sign Location – A waiver is granted to allow offsite signage for Lots 2 and 3 of the Preliminary Plat to locate on the freestanding sign on Lot 1. A waiver already exists to allow offsite signage for 11611 Leona Road to locate on this sign. City Code requires freestanding signs to be 15 feet from the front property line. This waiver allows the freestanding sign at the intersection of Flying Cloud Drive and Leona Road to have a 10.5-foot sign setback from the property line. 6. Prior to issuance of an Occupancy Permit, the applicant must: A. Complete implementation of the lighting plan in Exhibit B. B. Complete construction of mechanical equipment screening. C. Install EV charging equipment that is fully operational. D. Complete construction of the trash enclosures. E. Complete implementation of the approved exterior materials and colors plan. ATTACHMENTS 1. Public Comments MEMORANDUM To: From: Director of Community Development City of Eden Prairie 8080 Mitchell Road, Eden Prairie, MN 55344 Matthew Lingam, Project Manager Kimley-Horn and Associates, Inc. Date: June 22, 2026 Subject: Flying Cloud Dr & Leona Road Development – Eden Prairie, MN This project narrative details our application for Site Plan Approval to redevelop the existing outparcels of the former Office Depot parcel (Phase II). The existing Planet Fitness building that was constructed/renovated during Phase I will remain, and Phase II improvements will be focused on the northern side of the site along Leona Road. Stormwater improvements for the development site were made under the construction of Phase I at a cost of more than $750,000, and the Phase II improvements should not require any additional stormwater BMPs on-site. The overall impervious coverage for the site will be reduced by approximately 3,288 square feet and the overall site will provide landscaping improvements throughout. The Phase II redevelopment proposes; 1) an approximately 3,100 SF Shake Shack restaurant with drive-thru lane on the northwest corner of the property and providing 24 parking spaces; and 2) an approximately 1,800 SF Valvoline Instant Oil Change (VIOC) building on the northeast corner of the property and providing 10 parking spaces. All sites will have associated parking, landscaping and utilities provided on-site. The proposed Shake Shack site will provide two (2) EV parking stalls to help the project align with the City’s desired sustainability features for the site. The project site will be subdivided into four parcels, with three parcels having associated buildings, and one parcel having the existing, recently improved, shared detention pond. Ridgecrest Eden Prairie II LLC will own all the parcels and lease to the tenants. The associated detention pond will be subdivided as Outlot 1 and will be owned and maintained by the owner of the Planet Fitness property which will initially be Ridgecrest Eden Prairie II LLC. Parking and access for the shopping center is shared in common and is recorded in a Reciprocal Easement Agreement (REA) dictating rules and regulations for access and parking for current and future uses. Additionally, as a part of the project submittal, Applicant is requesting the following PUD Waivers for the site: 1. Signage: Applicant proposes to demolish two existing pylon signs and replace with a new pylon sign at the same location as the existing sign at the corner of Flying Cloud Drive and Leona kimley horn.com 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 -- -651 393 6154 Page 2 Road. The square footage of the sign panels of the new sign will be the same as the square footage of the sign panels as the two existing signs being replaced. The design of the new sign features a 116 SF (80 SF + 36 SF) sign cabinet. Applicant intends to reuse the existing footings, structure, and masonry where possible which reflects City’s desire for sustainability. Applicant’s plans also call for removing 30 SF of the existing masonry sign base between the piers which brings the base into conformity at 40 SF and opens additional sight lines for automobile traffic. Applicant’s waiver request is to increase the maximum pylon sign cabinet from 80 SF to 116 SF. 2. Setbacks: Applicant is requesting 4 (4) waivers to setback requirements within the shopping center. Setback Waivers #1 and #2 are at the proposed Shake Shack building. The waiver is required to allow the parking field to function efficiently and to allow for traffic flow throughout the site. The building setback requested for the Shake Shack building allows for significant greenspace between Leona Road and the building due to the more than 10 feet of green space in the right-of way between the property line and the curb on Leona Road. Note: Similar waivers were previously approved for Applicant’s prior submittal that reflected a Starbucks Coffee Building on the site. Applicant’s waiver request is to reduce the Front Yard Building Setback requirement from 35-ft to 18.5-ft and to reduce the Parking Lot Setback from 10-ft to 5-ft. Setback Waiver #3 is at the proposed Valvoline Instant Oil Change (VIOC) building. Applicant is requesting a setback variance from Den Road for VIOC. The variance is being requested to allow the parking field to function efficiently, and for the drive aisles west of VIOC to line up with the drive aisles in the Planet Fitness parking lot to the south. The variance also allows for additional green space along the main access drive off Leona Road and minimizes cars backing out of parking stalls into the east/west access aisle between main access points at Leona Road and Den Road. Significant green space in the right-of-way between the property line and the curb on Den Road nullifies negative impacts resulting from this request. Applicant’s waiver request is to reduce the Front Yard Building Setback along Den Road from 35-ft to 21.3-ft. Setback Waiver #4 is at the existing Planet Fitness building. Applicant is requesting a setback variance for the side yard setback in the northwest corner of the property. The variance is being requested to align the proposed lot lines to create a more uniform flow between the associated property splits. Applicant’s waiver request is to reduce the Side Yard Building Setback from 20-ft to 19.9-ft. The Planet Fitness project, approved and constructed during Phase I, proposed an underground stormwater detention system that was provided in conjunction with the existing aboveground stormwater system on the west of the site. The proposed in-line stormwater systems provide sufficient storage and capacity to treat the proposed sites. The applicant team is working with Riley Purgatory Bluff Creek Watershed District to confirm the proposed design is within the original scope of design for the project site. kimley horn.com 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 -- -651 393 6154 Page 3 The design intent of the proposed redevelopment is to compliment the surrounding architecture of the adjacent commercial developments in the area. The proposed building materials will match the architecture within the vicinity of the site and will meet the city requirements outlined within the City zoning ordinance. The proposed schedule has construction starting for the overall site demolition by July/August 2026 (pending regulatory approvals) and the proposed northwest and northeast parcel construction by September 2026 (pending regulatory approvals). Parties Involved: Applicant Matthew Lingam Kimley-Horn and Associates, Inc. Property Owner(s) Gary Dreher and Trent Mayberry Ridgecrest Eden Prairie II LLC (TOLD Development Company) Landscape Architect Ryan Hyllested Kimley-Horn and Associates, Inc. Civil Engineer Matthew Lingam Kimley-Horn and Associates, Inc. Thank you for the review of the project. Please contact me with any questions regarding the proposed Flying Cloud Drive and Leona Road Development. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Matthew Lingam kimley horn.com 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 -- -651 393 6154 C-REG ZONE C-REG-SER ZONE C-HWY ZONE OFC ZONE C-R E G - S E R Z O N E C-HWY ZONE C-REG-SER ZONE C-R E G - SE R Z O N E Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ C 0 - C O V E R S H E E T . d w g J u n e 1 7 , 2 0 2 6 - 9 : 4 9 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F PR E P A R E D F O R CO V E R S H E E T C000 FL Y I N G C L O U D D R & LE O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 02 / 2 6 / 2 0 2 5 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N BS K BS K MT L NORTH VICINITY N.T.S. SITE EDEN PRAIRIE, HENNEPIN COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ANSI FULL BLEED D (34.00 X 22.00 INCHES) SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: PROJECT TEAM: SURVEYOR EVS, INC. 10025 VALLEY VIEW ROAD, SUITE 140 EDEN PRAIRIE, MN 55344 TELEPHONE: 952-646-0236 CONTACT: SCOTT ALWIN ENGINEER & LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: MICHAEL C. BRANDT & RYAN A. HYLLESTED, PLA 11995 SINGLETREE LANE, SUITE 225 EDEN PRAIRIE, MN 55344 TELEPHONE (651) 645-4197 OWNER / DEVELOPER TOLD DEVELOPMENT CO. 200 SOUTHDALE CENTER EDINA, MN 55435 TELEPHONE: (952) 278-0112 CONTACT: TRENT MAYBERRY FLYING CLOUD DR & LEONA RD 11609 LEONA RD AND S14 T116N R22W FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT ARCHITECTURAL CONSORTIUM 1600 W LAKE STREET, STE 127 MINNEAPOLIS, MN 55408 TELEPHONE: 612-314-4372 CONTACT: CHRIS MUELLER SITE BENCHMARKS: (LOCATIONS SHOWN ON SURVEY) SBM #1 MNDOT MONUMENT "2785 CW". ELEVATION=881.75 BENCHMARKS OWNER / DEVELOPER LEONA RD FL Y I N G C L O U D D R W 78TH ST DE N R D Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C200 SITE DEMOLITION PLAN C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C302 EROSION AND SEDIMENT CONTROL DETAILS C303 SWPPP NOTES C400 OVERALL SITE PLAN C401 ENLARGED SITE PLAN C402 ENLARGED SITE PLAN C403 SITE DETAILS C404 SITE DETAILS C405 SITE DETAILS C500 GRADING PLAN C501 ENLARGED GRADING PLAN C502 ENLARGED GRADING PLAN C503 STORM SEWER PLAN C504 GRADING AND STORM SEWER DETAILS C505 GRADING AND STORM SEWER DETAILS C506 GRADING AND STORM SEWER DETAILS C507 GRADING AND STORM SEWER DETAILS C600 UTILITY PLAN C601 ENLARGED UTILITY PLAN C602 ENLARGED UTILITY PLAN C603 UTILITY DETAILS L100 OVERALL LANDSCAPE PLAN L101 ENLARGED LANDSCAPE PLAN L102 ENLARGED LANDSCAPE PLAN L103 LANDSCAPE DETAILS EXISTING BUILDING ±18,500 SF FFE: 897.62 NO P A R K I N G NO P A R K I N G T T NO PARKING PROPOSED BUILDING ±3,152 SF FFE: 896.90 PROPOSED BUILDING ±1,871 SF FFE: 895.75 NO P A R K I N G N88°12'59"E 56.37 N88°12'58"E 75.24 N88°12'58"E 45.85 N1 4 ° 3 4 ' 4 4 " E 70 . 8 5 S1 ° 4 7 ' 0 1 " E 1 6 0 . 3 4 N88°12'59"E 365.75 N0 ° 2 7 ' 1 5 " W 3 1 4 . 0 2 N88°12'59"E 563.23 S0 ° 2 7 ' 5 5 " E 3 1 4 . 0 2 N1 ° 4 7 ' 0 1 " W 1 4 5 . 1 1 (3 1 4 . 0 0 ) 30 30 10 10 30 F T . U T I L I T Y E A S E M E N T PE R D O C # 2 3 2 7 3 9 9 A N D TH E P L A T O F O F F I C E D E P O T A D D I T I O N 10 FT. DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF OFFICE DEPOT ADDITION 10 F T . D R A I N A G E A N D U T I L I T Y EA S E M E N T P E R T H E P L A T O F OF F I C E D E P O T A D D I T I O N RE S T R I C T E D A C C E S S PE R D O C # 1 2 9 1 3 7 6 MERIT COMMERCIAL PROP LLC PIN 14-116221-200-33 11611 LEONA RD EDEN PRAIRIE TRJP LLC PIN 14-116221-300-44 8045 FLYING CLOUD DRIVE AS HOSPITALITY INC. PIN 14-116221-300-40 ADDRESS UNASSIGNED CITY OF EDEN PRAIRIE PIN 14-116221-400-28 8018 DEN ROAD 140 85 85 60 60 PK NAIL PK NAIL PK NAIL 70 70 S1 ° 4 7 ' 0 1 " E 52 . 7 5 NORTH LINE OF LOT 1, BLOCK 1, OFFICE DEPOT ADDITION 10 10 10 10 140 10 FT. DRAINAGE AND UTILITY EASEMENT PER THE PLAT OF OFFICE DEPOT ADDITION JE E D E N P R A I R I E L L C PI N 1 4 - 1 1 6 2 2 1 - 4 0 0 - 2 5 80 1 5 D E N R O A D MMP EDEN PRAIRIE PT PROPCO PIN 14-116221-00-50 11576 LEONA ROAD BEST BUY STORES LP PIN 14-116221-00-36 11600 LEONA ROAD EDEN RD. 10 Ridgecrest Eden Prairie II PIN 14-116221-200-32 11609 LEONA RD OUTLOT A 149,849 Square Feet 3.4401 Acres 26,959 Square Feet 0.6189 Acres OUTLOT A DRAINAGE AND UTILITY EASEMENT LOT 1 LOT 2 LOT 3 18,405 SQ. FT. 31,321 SQ. FT. 81,090 SQ. FT. 19,033 SQ. FT. +/-29.8 +/ - 2 1 . 3 +/-257.5 +/ - 1 6 3 . 7 +/-96.7 +/-9.6 +/ - 7 9 . 1 +/-39.5 +/ - 1 4 0 . 9 +/-133.3 +/ - 1 4 2 . 0 +/-135.9 +/ - 1 5 0 . 7 +/ - 1 7 2 . 0 +/-140.0 Q: \ P r o j e c t s \ 2 0 2 4 \ 2 0 2 4 - 0 8 4 . 2 E d e n P r a i r i e O f f i c e D e p o t R e p l a t \ 0 2 - D W G \ 0 2 - E V S S u r v e y \ 0 3 - S U R V E Y D W G \ 2 0 2 4 - 0 8 4 - P R L M P L A T . d w g A B C D E 1 2 3 4 5 6 7 DRAWN BY CHECKED BY PROJECT # # DATE DESCRIPTION PROJECT 2024-084 SCALE RIDGECREST FLYING CLOUD FIRST ADDITION LOCATION SHEET NAME 11609 Leona Road Eden Prairie, MN PRELIMINARY PLAT 1 2 3 4 5 6 7 EVS, INC. 10025 Valley View Road, Suite 140 Eden Prairie, Minnesota 55344 Phone: 952-646-0236 www.evs-eng.com DRC/SCADRC 8 F VICINITY MAP SECTION 14, TOWNSHIP 116 N, RANGE 22 W FLYI N G C L O U D D R I-494 LEONA RD DE N R D SITE FOUND IRON PIPE (OR NOTED OTHERWISE) LEGEND For the purposes of this survey the North line of Lot 1, Block 1, Office Depot Addition is assumed to have a bearing of N88°12'59"E. BASIS OF BEARINGS Horizontal:Hennepin County Coordinate System, NAD83 (2011 Adj) U.S. Survey Foot. DATUMS PROPOSED SITE IMPROVEMENTS EXISTING SUBJECT PROPERTY LINE A B C D E F Lot 1, Block 1, Office Depot Addition, Hennepin County, Minnesota. Torrens Property EXISTING LEGAL DESCRIPTION RIDGECREST EDEN PRAIRIE II TAX PAYER: C/O ESCOM PROPERTIES, INC ADDRESS: 3700 74TH AVENUE NORTH BROOKLYN PARK, MN 55443 OWNER TOLD DEVELOPMENT COMPANY 3700 74TH AVENUE MINNEAPOLIS, MN 55443 CONTACT: TRENT MAYBERRY DEVELOPER EXISTING LOT 1, BLOCK 1, OFFICE DEPOT ADDITION: 149,849 SQUARE FEET OR 3.4401 ACRES PROPOSED LOT 1: 31,321 SQUARE FEET OR 0.7190 ACRES PROPOSED LOT 2: 81,090 SQUARE FEET OR 1.8616 ACRES PROPOSED LOT 3: 19,033 SQUARE FEET OR 0.4369 ACRES PROPOSED OUTLOT A: 18,405 SQUARE FEET OR 0.4225 ACRES (TO BE DEDICATED AS DRAINAGE AND UTILITY EASEMENT) LOT AREAS PROPOSED PROPERTY LINE EXISTING ROAD RIGHT-OF-WAY LINE EXISTING ADJACENT PROPERTY LINE EXISTING EASEMENT LINE CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. _____________________________________ SCOTT ALWIN REGISTRATION NUMBER: 53528 DATE: 05.27.2026 EXISTING RESTRICTED ACCESS SETBACK LINE RIDGECREST FLYING CLOUD FIRST ADDITION RIDGECREST FLYING CLOUND FIRST ADDITION, Hennepin County, Minnesota. PROPOSED LEGAL DESCRIPTION 1 04/07 LOT LINES ZONING:C-REG-SER REGIONAL SERVICE COMMERCIAL PROPOSED LAND USE:DRIVE THROUGH, RETAIL PARKING SETBACKS:SIDE/REAR = 10 FT STREET = 10 FT BUILDING SETBACKS:STREET = 35 FT SIDE = 20 FT REAR = 20 FT CORNER STREET = 35 FT *BUILDING VARIANCE REQUIRED LOT REQUIREMENTS:MINIMUM WIDTH = 80 FT MINIMUM DEPTH = 100 FT SITE DATA 2 05/27 LOT LINES LEONA ROAD FL Y I N G C L O U D D R I V E EXISTING BUILDING ±18,500 SF FFE: 897.62 NO P A R K I N G NO P A R K I N G DYH DO N O T E N T E R T T LEONA ROAD FL Y I N G C L O U D D R I V E DE N R O A D 10 20 4 NO PARKING PROPOSED BUILDING ±3,152 SF FFE: 896.90 1 2 4 5 6 7 8 9 10 PROPOSED BUILDING ±1,871 SF FFE: 895.75 NO P A R K I N G STO P STO P DO N O T E N T E R EXIT & ENJOY AL M O S T TH E R E DRIVE THRU 3 ST O P 1 ST O P ST O P 20 12 11 DYH Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ C 4 - S I T E P L A N . d w g J u n e 1 7 , 2 0 2 6 - 9 : 5 2 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F LEGENDSITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. 7.LANDLORD TO PROVIDE ANCHOR BOLTS AND FOOTINGS FOR ALL DRIVE THRU TECH EQUIPMENT. PR E P A R E D F O R OV E R A L L S I T E PL A N C400 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 02 / 2 6 / 2 0 2 5 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N BS K BS K MT L PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE PROPOSED FLUSH CURB DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY ASPHALT PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION LANDSCAPE AREA SEE LANDSCAPE PLAN FOR DETAILS NORTH Know what'sbelow. before you dig.Call R 0 GRAPHIC SCALE IN FEET 30 15 30 60 MATCH LINE LIMITS OF DISTURBANCE, OFFSET 2' FOR CLARITY STORMWATER MANAGEMENT AREA SEE STORM SEWER PLAN FOR DETAILS ASPHALT TRAIL PAVEMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR CITY SECTION; MATCH EXISTING PAVEMENT THICKNESS WITH BASE COURSE IF THICKER THAN PROPOSED SECTION PROPERTY SUMMARY TOTAL PROPERTY AREA 3.44 AC / 149,849 SF DISTURBED AREA 1.76 AC / 76,623 SF EXISTING IMPERVIOUS AREA 2.57 AC / 112,017 SF / 74.75% EXISTING PERVIOUS AREA 0.87 AC / 37,832 SF / 25.25% PROPOSED IMPERVIOUS AREA 2.49 AC / 108,729 SF / 72.56% PROPOSED PERVIOUS AREA 0.95 AC / 41,120 SF / 27.44% NET DECREASE IN IMPERVIOUS AREA 0.08 AC / 3,288 SF SITE DATA EXISTING ZONING C-REG-SER REGIONAL SERVICE COMMERCIAL PROPOSED LAND USE DRIVE THROUGH, RETAIL PARKING SETBACKS SIDE/REAR = 10' STREET = 10' BUILDING SETBACKS STREET = 35' SIDE = 20' REAR = 20' CORNER STREET = 35' *BUILDING VARIANCE REQUIRED LOT REQUIREMENTS MINIMUM WIDTH= 80' MINIMUM DEPTH = 100' BUILDING DATA SUMMARY AREAS QSR BUILDING AREA / BAR & FAR 3,152 SF / 0.12 OIL CHANGE BUILDING AREA / BAR & FAR 1,871 SF / 0.13 PARKING REQUIRED TYPE 1 RESTAURANT PARKING 23 SPACES @ 1/2.5 SEATS REQUIRED OIL CHANGE PARKING 10 SPACES MIN REQUIRED RETAIL PARKING 93 SPACES @ 5/1,000 SF TOTAL REQUIRED PARKING 126 SPACES ADA STALLS REQ'D / ADA STALL PROVIDED 6 STALLS / 8 STALLS PARKING RATIO SUMMARY PARKING QSR PROVIDED PARKING 24 SPACES @ 7.61/1,000 SF OIL CHANGE PROVIDED PARKING 11 SPACES @ 5.8/1000 SF RETAIL PROVIDED PARKING 105 SPACES @ 5.68/1,000 SF PARKING SUMMARY EXISTING VS PROPOSED PARKING TOTAL EXISTING PARKING 183 SPACES TOTAL PROPOSED PARKING 140 SPACES DFC G WV WV ELEC G DYH WV TELDYH WV WV TEL TEL U H ELEC DYH TEL WV WV ELECELECELEC ELEC EM S ST S STST S ST ON E S T O R Y B R I C K B U I L D I N G EXISTING BUILDING ±18,500 SF FFE: 897.62 NO P A R K I N G NO P A R K I N G HHH B H H H A A AA A B B B 893 894 894 894 894 894 895 895 895 896 896 896 897 897 895 89 5 89 5 895 893 894 894 896 896 896 89 6 88 9 88 9 88 9 89 0 89 0 89 0 89 1 89 1 89 1 89 2 89 2 89 2 89 3 89 3 89 3 89 4 89 0 890 88 9 889 89 1 89 1 891 891 89 2 89 2 892 892 892 89 3 89 3 893 893 893 89 4 894 894 894 K E G 892 892 893 893 894 895 M M M M TL L L L L L L L L KKK J Q B B B B N C F F F F F F F F F F F F I A A J A A A A C C J J N LIMIT OF DISTURBANCE, TYP. OFFSET 2' FROM SAWCUT FOR CLARITY SAWCUT LIMIT OF DISTURBANCE, TYP. OFFSET 2' FROM SAWCUT FOR CLARITY B B M M I C B Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ C 2 - D E M O P L A N . d w g J u n e 1 7 , 2 0 2 6 - 9 : 4 9 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F PR E P A R E D F O R SI T E D E M O L I T I O N PL A N C200 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 02 / 2 6 / 2 0 2 5 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N BS K BS K MT L NORTH 0 GRAPHIC SCALE IN FEET 30 15 30 60 LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES CTRL BOX T AC E MC GASMETER PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR928 EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND D FULL DEPTH SAWCUT Know what'sbelow. before you dig.Call R 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER AND IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE LOCAL AND STATE AGENCIES. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE, INCLUDING THE TYPE OF DEBRIS AND LOCATION WHERE IT WAS DISPOSED. 3.THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTING UTILITIES WITHIN PROPOSED WORK AREA. 6.EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/OR FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ADDITIONAL UNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING WITH THE PROPOSED WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE CITY, HENNEPIN COUNTY, AND MN STATE DOT AS NECESSARY. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLANS / SWPPP. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTS TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF EDEN PRAIRIE. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH STATE REQUIREMENTS. 14.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 15.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE; ACTIVE DRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 16.IF CONTAMINATED MATERIAL IS ENCOUNTERED ON THE PROJECT SITE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. 17.ALL CONSTRUCTION PARKING AND STORAGE OF EQUIPMENT AND MATERIALS MUST BE ON-SITE. USE OF PUBLIC STREETS FOR PRIVATE CONSTRUCTION PARKING, LOADING/UNLOADING, AND STORAGE WILL NOT BE ALLOWED. 18.ACCESS MUST BE MAINTAINED TO 11611 AT ALL TIMES. COORDINATE ANY ACTIVITIES THAT WOULD DISTURB BUSINESS OPERATIONS WITH THE PROPERTY OWNER. DEMOLITION PLAN NOTES KEYNOTE LEGEND REMOVE EXISTING CURB REMOVE EXISTING UTILITY LINE/ STRUCTURE REMOVE EXISTING SIDEWALK REMOVE EXISTING PAVEMENT REMOVE EXISTING SIGN IN BOLLARD REMOVE EXISTING TREE REMOVE EXISTING MONUMENT SIGN REMOVE EXISTING LIGHT POLE REMOVE EXISTING SEWER LINE / STRUCTURE PROTECT EXISTING WATER LINE / HYDRANT / VALVE PROTECT EXISTING STORM SEWER LINE / STRUCTURE PROTECT EXISTING UTILITY LINE STRUCTURE PROTECT EXISTING SEWER LINE / STRUCTURE PROTECT EXISTING SIDEWALK / TRAIL A B C D E F G H I J K L M N 9 16 12 LEONA ROAD FL Y I N G C L O U D D R I V E EXISTING BUILDING ±18,500 SF FFE: 897.62 NO P A R K I N G NO P A R K I N G 1818 DO N O T E N T E R T T LEONA ROAD FL Y I N G C L O U D D R I V E DE N R O A D NO PARKING PROPOSED BUILDING ±3,152 SF FFE: 896.90 PROPOSED BUILDING ±1,871 SF FFE: 895.75 NO P A R K I N G STO P STO P DO N O T E N T E R EXIT & ENJOY AL M O S T TH E R E DRIVE THRU ST O P STO P ST O P DFC G WV WV ELEC DYH WV TELDYH WV TEL TEL U H ELEC DYH TEL WV WV ELECELECELEC ELEC S ST S STST S ST ON E S T O R Y B R I C K B U I L D I N G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2829 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 B B C B B B B A B A A A A 52 5354 55 5657 58 59 60 61 62 63 Significant Tree: any living deciduous tree (except elm, willow, box elder and aspen)measuring at least twelve (12) and less than thirty-two (32) inches in Diameter, or a livingconiferous tree measuring at least eight (8) and less than twenty-four (24) inches in Diameter. Heritage Tree: any living deciduous tree (except cottonwood, elm, willow, box elder and measuring thirty-two (32) inches in Diameter or greater, or a living coniferous tree measuring twenty-four (24) inches in Diameter or greater. Tag #Species DBH Condition Status 1 Fraxinus americana - White Ash 13 Dead Exempt - Insignificant 2 Pinus resinosa - Red Pine 9 Poor Exempt - Insignificant 3 Gleditsia tricanthos - Honey Locust 13.5 Fair Removed 4 Picea pungens- Blue Spruce 14 Fair Removed 5 Pinus strobus - Eastern White Pine 11 Fair Saved 6 Malus - Crabapple 15 Fair Removed 7 Picea abies - Norway Spruce 9 Fair Removed 8 Malus - Crabapple 15.5 Fair Removed 9 Gleditsia tricanthos - Honey Locust 21.5 Good Removed 10 Malus - Crabapple 13, 8, 9 Fair Removed 11 Tilia americana - Basswood 17.5 Fair Removed 12 Populus deltoides - Eastern Cottonwood 31, 15.5 Good Removed 13 Tilia americana - Basswood 18 Good Saved 14 Gleditsia tricanthos - Honey Locust 13.75 Good Removed 15 Malus - Crabapple 18 Fair Saved 16 Picea abies - Norway Spruce 8 Good Saved 17 Gleditsia triacamthos - Honey Locust 15 Fair Removed 18 Picea abies - Norway Spruce 8.5 Fair Removed 19 Pinus sylvestris- Scotch Pine 21.5 Good Saved 20 Populus deltoides - Eastern Cottonwood 26, 23, 18.5, 16 Good Removed 21 Tilia americana - Basswood 18 Good Saved 22 Malus baccata- Siberian Crabapple 12.5 Poor Exempt - Insignificant 23 Malus - Crabapple 13 Fair Saved 24 Betula papyrifera - Paper Birch 7.5, 7.5 Fair Removed 25 Gleditsia tricanthos - Honey Locust 19 Fair Removed 26 Picea pungens - Blue Spruce 8.5 Poor Exempt - Insignificant 27 Salix - Willow Multistem, 11 stems, ~6 DBH Each Good Exempt - Insignificant 28 Populus deltoides - Eastern Cottonwood 29.5 Good Saved 29 Picea abies - Norway Spruce 9.5 Good Removed 30 Gleditsia tricanthos - Honey Locust 13 Good Removed 31 Malus - Crabapple 13 Fair Removed 32 Picea pungens - Blue Spruce 20.5 Good Removed 33 Picea pungens - Blue Spruce 8.5 Fair Removed 34 Pinus strobus - Eastern White Pine 9 Fair Saved 35 Picea glauca- White Spruce 10.5 Fair Removed 36 Gleditsia tricanthos - Honey Locust 13 Poor Exempt - Insignificant 37 Gleditsia tricanthos - Honey Locust 17 Good Saved 38 Picea pungens - Blue Spruce 13.5 Poor Exempt - Insignificant 39 Gleditsia tricanthos - Honey Locust 20.5 Fair Removed 40 Malus - Crabapple 16 Poor Exempt - Insignificant 41 Tilia americana - Basswood 13.5 Good Removed 42 Gleditsia tricanthos - Honey Locust 15, 8 Poor Exempt - Insignificant 43 Gleditsia tricanthos - Honey Locust 13 Poor Exempt - Insignificant 44 Picea pungens - Blue Spruce 16 Good Saved 45 Picea abies - Norway Spruce 8 Dead Exempt - Insignificant 46 Tilia americana - Basswood 14.5 Good Removed 47 Picea abies - Norway Spruce 8 Dead Exempt - Insignificant 48 Picea pungens - Blue Spruce 20 Good Removed 49 Picea glauca- White Spruce 13 Good Saved 50 Picea pungens - Blue Spruce 20 Good Saved 51 Gleditsia tricanthos - Honey Locust 12.25 Fair Removed F52 Gleditsia tricanthos - Honey Locust Insignificant Exempt - Insignificant F53 Gleditsia tricanthos - Honey Locust Insignificant Exempt - Insignificant 54 Gleditsia tricanthos - Honey Locust Insignificant Exempt - Insignificant 55 Gleditsia tricanthos - Honey Locust Insignificant Exempt - Insignificant 56 Gleditsia tricanthos - Honey Locust Insignificant Exempt - Insignificant 57 Gleditsia tricanthos - Honey Locust Insignificant Exempt - Insignificant 58 Arborvitae Insignificant Exempt - Insignificant 59 Arborvitae Insignificant Exempt - Insignificant 60 Arborvitae Insignificant Exempt - Insignificant 61 Arborvitae Insignificant Exempt - Insignificant 62 Arborvitae Insignificant Exempt - Insignificant 63 Arborvitae Insignificant Exempt - Insignificant Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ L 1 - T R E E I N V E N T O R Y A N D P R E S E R V A T I O N P L A N . d w g J u n e 1 7 , 2 0 2 6 - 9 : 5 0 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F LIMITS OF CONSTRUCTION TREE TO BE REMOVED PROPERTY LINE TREE TO REMAIN LEGEND TREE PROTECTION SIGN FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIPLINE OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION. WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE. PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS. CONSTRUCTION LIMITS DRIP LINE SIGNIFICANT TREE REMOVAL: 26 TREES / 244.25 CAL. IN. Any deciduous tree between 12" and 32" dia. or conifer 8" to 24" dia.. SIGNIFICANT TREE MITIGATION REQUIRED:26 TREES - 1:1 REPLACEMENT TREE MITIGATION DATA 1.PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. 2.NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM CITY. 3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BREIFED ON TREE PRESERVATION TECHNIQUES. 4.EXISTING TREES TO REMAIN OR REMOVED TO BE CLEARLY IDENTIFIED, WITHIN DISTURBANCE LIMITS AND 10' OUTSIDE OF THE DISTURBANCE LIMITS. 5.TREE PRESERVATION TO BE APPROVED BY OWNER AND PER LOCAL GOVERNMENTAL AUTHORITY. TREE PROTECTION NOTES TEMPORARY TREE PROTECTION FENCE PLACEMENT SCALE: N.T.S.C2011 KEYNOTE LEGEND EXISTING TREE TO BE SAVED (TYP.) EXISTING TREE TO BE REMOVED (TYP.) LIMITS OF CONSTRUCTION (TYP.) TREE PROTECTION FENCE (SEE DETAIL) (TYP.) A B C D EXISTING VEGETATION EDGE Know what'sbelow. before you dig.Call R PR E P A R E D F O R TR E E I N V E N T O R Y & P R E S E R V A T I O N PL A N C201 FL Y I N G C L O U D D R & L E O N A R D TO L D D E V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , P L A 12 / 1 0 / 2 0 2 5 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N CF K CF K RA H 0 GRAPHIC SCALE IN FEET 30 15 30 60 NORTH 0000 0000 SIGNIFICANT / HERITAGE TREE TO BE REMOVED0000 3 3 3 LEONA ROAD FL Y I N G C L O U D D R I V E EXISTING BUILDING ±18,500 SF FFE: 897.62 T LEONA ROAD FL Y I N G C L O U D D R I V E 20 4 NO PARKING PROPOSED BUILDING ±3,152 SF FFE: 896.90 1 2 4 5 6 7 8 9 10 STO P STO P DO N O T E N T E R EXIT & ENJOY AL M O S T TH E R E DRIVE THRU 3 ST O P 11 35' BUILDING SETBACK 35' BUILDING SETBACK 10' PARKING SETBACK 10' PARKING SETBACK W F T U I B B O X V L L AA Z Q BB I C L L O D D L L A A J A A A G GG GG EXISTING HYDRANT F D J 10' DRAINAGE & UTILITY EASEMENT D D HH D C A CC C C M K C C C A B BMP ID 14-12-F EXISTING CONTECH STORMFILTER W/ PHOSPHOSORB MEDIA. (22) 18" CARTRIDGES JJ H JJ E E EXISTING POND DD S P Y M JJJJ 20.0' PROPOSED LOT SPLIT P P 9.1'36 . 0 ' 9.0' 36 . 0 ' 17.7' 24.0' R15.0' N R25.0' R25.0' M M M M M 9.6' 35 . 6 ' R3.0'R3.0' R3.0'R3.0' R8.0'R3.0' R3.0' R8.0' PARKING ISLAND AREA: 320 SF PARKING ISLAND AREA: 312 SF PARKING ISLAND AREA: 390 SF C A C A R25.0' R18.0'R20.0' R25.0' R15.0' R25.0' R2.0' 12 . 0 ' 22.0' 5. 0 ' 6. 0 ' 24 . 0 ' SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. 7.LANDLORD TO PROVIDE ANCHOR BOLTS AND FOOTINGS FOR ALL DRIVE THRU TECH EQUIPMENT. PR E P A R E D F O R EN L A R G E D S I T E PL A N C401 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 02 / 2 6 / 2 0 2 5 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N BS K BS K MT L Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ S t a r b u c k s \ E d e n P r a i r i e , M N - F l y i n g C l o u d D r & L e o n a R d \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ S h a k e S h a c k \ C 4 - S I T E P L A N . d w g J u n e 1 7 , 2 0 2 6 - 1 : 3 2 p m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F NORTH Know what'sbelow. before you dig.Call R C402 C4 0 2 LEGEND PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE PROPOSED FLUSH CURB DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY ASPHALT PAVEMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR CITY SECTION; MATCH EXISTING PAVEMENT THICKNESS WITH BASE COURSE IF THICKER THAN PROPOSED SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION LANDSCAPE AREA SEE LANDSCAPE PLAN FOR DETAILS MATCH LINE LIMITS OF DISTURBANCE, OFFSET 2' FOR CLARITY STORMWATER MANAGEMENT AREA SEE STORM SEWER PLAN FOR DETAILS ASPHALT TRAIL PAVEMENT SEE DETAILS FOR SECTION KEYNOTE LEGEND 6" CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE SIDEWALK - SEE DETAIL CURB TRANSITION FROM 6" TO FLUSH - SEE DETAIL MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER PATIO AREA ACCESSIBLE CURB RAMP - SEE DETAIL CONCRETE WHEEL STOP- SEE DETAIL 6" CONCRETE FILLED PIPE BOLLARD PAINTED SW GARDEN GROVE- SEE DETAIL ACCESSIBLE PARKING SYMBOL & LOADING AREA - SEE DETAIL STRIPED WHITE CROSS-HATCH AREA 4" SOLID LINES @ 45° 2' O.C. 4" WIDE WHITE PAINTED SOLID PARKING LOT LINE SHAKE SHACK DIRECTIONAL MARKINGS, REFER TO ARCH PLANS FOR DETAILS LIGHT POLE- REFER TO PHOTOMETRIC PLANS SHAKE SHACK STOP BAR, SEE ARCH PLANS FOR DETAILS ADA PARKING SIGN IN BOLLARD - SEE DETAIL STOP SIGN - SEE DETAIL "DO NOT ENTER SIGN" - SEE DETAIL NOT USED EXISTING DEVELOPMENT SIGN GREASE TRAP- REFER TO MEP PLANS TRANSFORMER/EQUIPMENT PAD - REFER TO MEP PLANS TRASH ENCLOSURE - REFER TO ARCHITECTURAL PLANS BIKE RACK- SEE DETAIL CLEARANCE BAR FOOTING & CONDUIT W/ BOLLARD PRE-MENU BOARD FOOTING & CONDUIT W/ BOLLARD ORDER POINT CANOPY W/ DIGITAL ORDER SCREEN & BOLLARD @ 8 CAR STACK -- INDICATES 120' FROM CENTER POINT OF DRIVE THRU WINDOW TO ORDER POINT FOOTING & CONDUIT W/ BOLLARD 5 PANEL MENU BOARD, FOOTING & CONDUIT SHAKE SHACK EXIT DIRECTIONAL SIGN, LL TO CORDINATE WITH SHSK SIGN VENDOR "MOBILE ORDER PARKING ONLY" SIGN IN BOLLARD- LL TO PROVIDE POST & BOLLARD PATIO RAILING, SEE ARCH PLANS FOR DETAILS DIRECTIONAL SIGNAGE, SEE ARCH PLANS FOR DETAILS UTILITY SCREENING FENCE, SEE ARCH PLANS FOR DETAILS DRIVE THRU TIME LOOP, REFER TO MEP PLANS FOR DETAILS COMMERCIAL DRIVEWAY APRON- SEE DETAIL TRUNCATED DOMES- SEE DETAIL HSS ROUND STRING LIGHT POST, POLES BY LL, FURNISHED BY SHSK CONCRETE FLUME - SEE DETAIL A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB CC DD EE FF GG HH II JJ KK LEONA ROAD EXISTING BUILDING ±18,500 SF FFE: 897.62 NO P A R K I N G NO P A R K I N G D DO N O T E N T E R T T LEONA ROAD DE N R O A D 10 20 4 NO PARKING PROPOSED BUILDING ±3,152 SF FFE: 896.90 1 2 4 5 6 7 8 9 10 PROPOSED BUILDING ±1,871 SF FFE: 895.75 NO P A R K I N G STO P STO P DO N O T E N T E R EXIT & ENJOY AL M O S T TH E R E DRIVE THRU 3 ST O P 1 ST O P ST O P 20 12 11 D 10' PARKING SETBACK 35' BUILDING SETBACK 10' PARKING SETBACK 10' PARKING SETBACK W F T U I B B O X V L L AA Z Q BB I C L L O D D D L L EXISTING MONUMENT SIGN A A J A A A G GG GG F EXISTING TRANSFORMER B D D 10' DRAINAGE & UTILITY EASEMENT J D 10' DRAINAGE & UTILITY EASEMENT D D F HH D C A CC F F D D C C M JJ K C C C A A A A R20.0' 24 . 0 ' 27.5' 18.0' 9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' 14 . 0 ' 16.0' 12.0' 12.0' 38.5' 5. 0 ' 6.0' 5. 0 ' 38.0' 9.0' 6.0' 18.0' C C V J J JK K 35' BUILDING SETBACK O G O G Q B B C R5.0' EXISTING UNDERGROUND STORMWATER BASIN U D JJ H JJ E E DD P Y M R15.0' JJJJ 20.0' D D B PROPOSED LOT SPLIT PROPOSED LOT SPLIT PROPOSED LOT SPLIT P P 9.1'36 . 0 ' 9.0' 36 . 0 ' 17.7' 10 . 1 ' 20.9' 5.5' 18.0'18.0'27.0'18.0' 9. 0 ' 9. 0 ' 24 . 0 ' 24.0' R15.0' N 6. 3 ' 10 . 0 ' 10 . 0 ' R8.0'R8.0' R3.0' R8.0' R3.0' R8.0'R8.0' R3.0'R3.0' R25.0' R25.0' M M M M M 9.6' 35 . 6 ' R3.0'R3.0' R3.0'R3.0' R8.0'R3.0' R3.0' R8.0' 35.8' 33.4' A PARKING ISLAND AREA: 320 SF PARKING ISLAND AREA: 312 SF PARKING ISLAND AREA: 390 SF PARKING ISLAND AREA: 329 SF PARKING ISLAND AREA: 238 SF PARKING ISLAND AREA: 229 SF R8.0' R3.0' R3.0'PARKING ISLAND AREA: 166 SF C C A C A R25.0' R18.0'R20.0' R25.0' R15.0' R25.0' R2.0' 12 . 0 ' 22.0' 5. 0 ' 6. 0 ' 24 . 0 ' R25.0'R3.0' SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. 7.LANDLORD TO PROVIDE ANCHOR BOLTS AND FOOTINGS FOR ALL DRIVE THRU TECH EQUIPMENT. PR E P A R E D F O R EN L A R G E D S I T E PL A N C402 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 02 / 2 6 / 2 0 2 5 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N BS K BS K MT L Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ C 4 - S I T E P L A N . d w g J u n e 1 7 , 2 0 2 6 - 9 : 5 3 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F NORTH Know what'sbelow. before you dig.Call R 0 GRAPHIC SCALE IN FEET 20 10 20 40 C401 C4 0 1 LEGEND PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE PROPOSED FLUSH CURB DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY ASPHALT PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION LANDSCAPE AREA SEE LANDSCAPE PLAN FOR DETAILS MATCH LINE LIMITS OF DISTURBANCE, OFFSET 2' FOR CLARITY STORMWATER MANAGEMENT AREA SEE STORM SEWER PLAN FOR DETAILS ASPHALT TRAIL PAVEMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR CITY SECTION; MATCH EXISTING PAVEMENT THICKNESS WITH BASE COURSE IF THICKER THAN PROPOSED SECTION KEYNOTE LEGEND 6" CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE SIDEWALK - SEE DETAIL CURB TRANSITION FROM 6" TO FLUSH - SEE DETAIL MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER PATIO AREA ACCESSIBLE CURB RAMP - SEE DETAIL CONCRETE WHEEL STOP- SEE DETAIL 6" CONCRETE FILLED PIPE BOLLARD PAINTED SW GARDEN GROVE- SEE DETAIL ACCESSIBLE PARKING SYMBOL & LOADING AREA - SEE DETAIL STRIPED WHITE CROSS-HATCH AREA 4" SOLID LINES @ 45° 2' O.C. 4" WIDE WHITE PAINTED SOLID PARKING LOT LINE SHAKE SHACK DIRECTIONAL MARKINGS, REFER TO ARCH PLANS FOR DETAILS LIGHT POLE- REFER TO PHOTOMETRIC PLANS SHAKE SHACK STOP BAR, SEE ARCH PLANS FOR DETAILS ADA PARKING SIGN IN BOLLARD - SEE DETAIL STOP SIGN - SEE DETAIL "DO NOT ENTER SIGN" - SEE DETAIL NOT USED EXISTING DEVELOPMENT SIGN GREASE TRAP- REFER TO MEP PLANS TRANSFORMER/EQUIPMENT PAD - REFER TO MEP PLANS TRASH ENCLOSURE - REFER TO ARCHITECTURAL PLANS BIKE RACK- SEE DETAIL CLEARANCE BAR FOOTING & CONDUIT W/ BOLLARD PRE-MENU BOARD FOOTING & CONDUIT W/ BOLLARD ORDER POINT CANOPY W/ DIGITAL ORDER SCREEN & BOLLARD @ 8 CAR STACK -- INDICATES 120' FROM CENTER POINT OF DRIVE THRU WINDOW TO ORDER POINT FOOTING & CONDUIT W/ BOLLARD 5 PANEL MENU BOARD, FOOTING & CONDUIT SHAKE SHACK EXIT DIRECTIONAL SIGN, LL TO CORDINATE WITH SHSK SIGN VENDOR "MOBILE ORDER PARKING ONLY" SIGN IN BOLLARD- LL TO PROVIDE POST & BOLLARD PATIO RAILING, SEE ARCH PLANS FOR DETAILS DIRECTIONAL SIGNAGE, SEE ARCH PLANS FOR DETAILS UTILITY SCREENING FENCE, SEE ARCH PLANS FOR DETAILS DRIVE THRU TIME LOOP, REFER TO MEP PLANS FOR DETAILS COMMERCIAL DRIVEWAY APRON- SEE DETAIL TRUNCATED DOMES- SEE DETAIL HSS ROUND STRING LIGHT POST, POLES BY LL, FURNISHED BY SHSK CONCRETE FLUME - SEE DETAIL A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB CC DD EE FF GG HH II JJ KK 3 DFC G WV WV ELEC DYH WV TELDYH WV TEL TEL U H ELEC DYH TEL WV WV ELECELECELEC ELEC S ST S STST S ST ON E S T O R Y B R I C K B U I L D I N G EXISTING BUILDING ±18,500 SF FFE: 897.62 NO P A R K I N G NO P A R K I N G T T LEONA ROAD FL Y I N G C L O U D D R I V E DE N R O A D NO PARKING PROPOSED BUILDING ±3,152 SF FFE: 896.90 PROPOSED BUILDING ±1,871 SF FFE: 895.75 NO P A R K I N G D CO CO CO CO D CO S CO CO CO CO CO S CO S D 1.6 8 % 3.2 5 % 3.63% 2.34% 3.3 6 % 2.9 1 % 2.77% 3.3 1 % 2.8 7 % 2.3 4 % 1.8 9 % 1.65% 3.6 4 % 1.9 0 % 2.1 1 % 4.06% 3.3 9 % 7. 9 8 % 3: 1 4:1 3.4 3 % 2.8 1 % 2.7 9 % 1. 3 6 % 1.50%1.69% 4.8 4 % 1.46% 1.7 0 % 3.87% 1.92% 2.5 1 % 1.68% 2.10 % 897 896 896 894 893 894 895 896 896896 1.7 2 % 1. 4 5 % 1. 3 6 % 1. 2 5 % 1.37% 2.5 7 % 895 895 896 89 6 896 895 89 5 2.38%895 896 893 892 895 896 89 5 89 5 895 3.30 % 3.20% 2.23 % 3.63% EOF:895.21 RIDGE LINE EOF:894.97 895 896 896 897 89 6 896 897 895 895 895895 897 1.96% 1.99% EOF:894.70 2.29% EOF:895.21 2.5 5 % 2.0 2 % NORTH 0 GRAPHIC SCALE IN FEET 30 15 30 60 GRADING PLAN NOTES 1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR 928 925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW ELEVATION T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 Know what'sbelow. before you dig.Call R PR E P A R E D F O R GR A D I N G P L A N C500 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 02 / 2 6 / 2 0 2 5 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N BS K BS K MT L Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ C 5 - G R A D I N G P L A N . d w g J u n e 1 7 , 2 0 2 6 - 9 : 5 5 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 6 / 2 0 2 6 AR F EARTHWORK ANALYSIS CUT FILL NET 620 CY 830 CY 210 CY FILL DFC G DYH WV TELDYH WV TEL TEL U H ELEC DYH WV WV ELECELEC ST ST S ST ON E S T O R Y B R I C K B U I L D I N G EXISTING BUILDING ±18,500 SF FFE: 897.62 T LEONA ROAD FL Y I N G C L O U D D R I V E NO PARKING PROPOSED BUILDING ±3,152 SF FFE: 896.90 D CO CO CO CO D S CO CO CO CO 3.6 9 % 2.8 8 % 1.6 8 % 3.2 5 % 3.63% 2.34% 3.3 6 % 2.9 1 % 2.77% 3. 3 1 % 2. 8 7 % 2.3 4 % 1. 8 9 % 3.6 4 % 1.9 0 % 2. 1 1 % 4.06% 7. 9 8 % 3: 1 4:1 3. 4 3 % 2.8 1 % 2.7 9 % 1. 3 6 % 897 896 896 894 893 894 895 896 896896 1.7 2 % 1. 4 5 % 1. 3 6 % 1. 2 5 % 1.37% 89 6 896 896 893 892 895 896 896 896 897 896 G:895.23 G:896.06 G:896.32 G:895.95 G:894.86 G:895.73 T/G:896.30 HP:895.82 G:896.24 LP:894.60 G:895.37 LP:894.03 T/G:895.31 T/G:896.51 G:896.24 G:896.30 G:895.65 G:895.86 G:896.15 896.90 G:895.53 896.32 G:894.64 G:895.09 896.90 T:896.80 896.90 896.81 896.90 896.81 896.90 896.90 ME:891.29 G:894.25 ME:897.07ME:897.05 ME:896.89 ME:896.00 ME:894.77 G:896.24 G:895.54 896.90 896.90 T:896.80 T/G:894.87 G:894.58 G:896.12 LP:894.76 G:894.95 T:895.00 T:894.71 892.47 892.25 893.38 893.35892.40 896.05 T/G:896.11 T/G:896.17 G:894.50 G:895.43 EOF:895.00 T/G:891.65 G:891.56 893.04 892.97 G:893.10 892.23 891.73 T/G:891.75 T:891.48 ME:892.07 G:893.27 T/G:892.14 T/G:896.46 T:896.82 G:896.32 HP:895.91 G:895.90 G:896.73 ME:896.08 ME:896.79 G:896.83 G:895.76 G:895.83 G:896.26 896.90 G:894.78 T/G:895.89 892.42 893.37 896.50896.45 892.99 892.95892.47 892.88 T/G:894.75 895.83 895.95 G:895.90 G:895.58G:895.64 G:895.69 G:895.63 G:896.30 G:895.13 ME:897.05 896.81 896.74 896.74 896.81 896.83 896.83 896.37 896.77 G:896.63 G:896.49T:896.67 G:896.17 ME:897.09 ME:897.10 ME:897.57ME:897.59 G:894.08 G:896.30 HP:895.95 G:895.75 T/G:895.38 HP:895.42 896.90 G:896.12 895.85G:896.15 T/G:896.10 G:895.62 G:895.66 0.0%PROPOSED DRAINAGE DIRECTION GRADING PLAN NOTES 1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR 928 925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW ELEVATION T/G:0.0 EOF:0.0 ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 PR E P A R E D F O R EN L A R G E D GR A D I N G P L A N C501 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 02 / 2 6 / 2 0 2 5 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N BS K BS K MT L PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) C502 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ C 5 - G R A D I N G P L A N . d w g J u n e 1 7 , 2 0 2 6 - 9 : 5 6 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 6 / 2 0 2 6 AR F NORTH 0 GRAPHIC SCALE IN FEET 20 10 20 40 Know what'sbelow. before you dig.Call R C5 0 2 DFC G WV WV ELEC D TEL ELEC DYH TEL WV ELECELECELEC ELEC S ST S STST S ST ON E S T O R Y B R I C K B U I L D I N G EXISTING BUILDING ±18,500 SF FFE: 897.62 NO P A R K I N G NO P A R K I N G T T LEONA ROAD DE N R O A D NO PARKING PROPOSED BUILDING ±3,152 SF FFE: 896.90 PROPOSED BUILDING ±1,871 SF FFE: 895.75 NO P A R K I N G D CO CO CO CO D CO S CO CO CO CO CO S CO S D T:896.79 896.25 896.24 896.22 G:896.90 T/G:896.90 T/G:896.30 T:896.90 896.59 896.36896.90 896.90 896.56 T:896.45 1. 1 1 % 0.05%1. 1 9 % 0.05%1. 3 1 % 0.28% 0.00% 0.00% 0. 0 0 % 0. 0 0 % 0.00% 0. 0 0 % 0.00% 0. 0 0 % 0.00% 2.73% 0.00% G:896.27T:896.34 T/G:896.17 T/G:896.02 0. 0 0 % 0.00% 1. 4 1 % 0.06% 1. 2 0 % 0.15% 0.91 % 1. 2 4 % 10.67% 0. 1 6 % 1. 5 9 % 3.28%1. 3 4 % 0.08% G:895.84 T:895.87 896.84896.89896.82896.15 896.00 896.87 896.90 896.90 896.90896.90 T:896.90 0. 0 0 % T/G:896.27G:896.11 G:896.15 2. 9 5 % 1.41% 0. 3 4 % 1. 3 5 % T/G:896.24 G:896.43 0.47% 0. 1 6 % 896.42 896.25896.28 0. 3 4 % 0. 9 9 % 4.25% 5.92% 0. 3 5 % 15.00% 38 . 2 7 % 2.56% 1. 6 8 % 11.68% 2. 3 3 % T/G:895.87 T/G:895.91 T/G:895.71 895.24 895.66 895.81 895.68895.54 T/G:896.27896.90 0. 0 0 % 0.00%0. 0 0 % 4.43% 0. 4 2 % T/G:896.90 G:896.90 896.90 896.90 896.90 3.6 9 % 7.61% 2.8 8 % 896.58 T:896.79 T:896.76 T/G:896.90 T/G:896.30 T:896.44 896.90 6.74% 1. 4 4 % 7. 0 3 % G:896.10 G:896.09 T:896.84 896.90 1. 3 2 % 0.10% 896.90 896.90 T:896.76 896.25 G:896.79 G:896.26G:896.26 T:896.76G:896.26 896.85 0. 0 0 % 0.00%896.90 T:896.22G:896.22 T/G:896.26 1.6 8 % 3.2 5 % 3.63% 2.34% 3.3 6 % 2.9 1 % 2.77% 3.3 1 % 2.8 7 % 2.3 4 % 1.8 9 % 1.65 % 3.6 4 % 1.9 0 % 2.1 1 % 4.06% 3.3 9 % 7. 9 8 % 3: 1 4:1 3.4 3 % 2.8 1 % 2.7 9 % 896.90 1. 3 6 % 0. 5 6 % G:896.29 HP:895.32 1.50%1.69% 4.8 4 % 1.46% 1.7 0 % 3.87% 1.92% 2.5 1 % 1.68% 2.10 % 897 896 896 894 893 894 895 896 896896 T/G:895.70 1.7 2 % 1. 4 5 % 1. 3 6 % 1. 2 5 % 1.37% 2. 5 7 % 895 895 896 89 6 896 895 89 5 2.38% 895.38 895.38 T/G:895.65 T/G:895.65 T/G:895.65 T/G:895.65 T/G:895.65 G:895.40 G:895.43 G:895.36 G:895.11 G:895.11 G:894.39 895 896 893 892 895 896 89 5 89 5 895 3.30 % 3.20% 2.23 % 3.63% 895.38 895.38 EOF:895.21 G:895.06G:894.52 G:894.60G:895.14 RIDGE LINE EOF:894.97 895.51 895 896 896 897 89 6 896 897 895 895 895 895 897 HP:895.67 1.96% T/G:895.70 1.99% 896.53 895.62 EOF:894.70 2.29% T/G:895.57 EOF:895.21 G:895.23 G:896.06 G:896.32 G:895.95 G:894.86 G:895.73 T/G:896.30 HP:895.82 G:896.24 LP:894.60 G:895.37 LP:894.03 T/G:895.31 T/G:896.51 G:896.24 G:896.30 G:895.65 G:895.86 G:896.15 896.90 G:895.53 896.32 G:894.64 G:895.09 896.90 T:896.80 896.90 896.81 896.90 896.81 896.90 896.90 ME:893.01 ME:891.29 G:894.25 ME:897.07ME:897.05 ME:896.89 ME:896.00 ME:894.77 G:896.24 G:895.54 ME:893.24 ME:893.15 896.90 896.90 T:896.80 T/G:894.87 G:894.58 G:896.12 LP:894.76 G:894.95 T:895.00 T:894.71 892.47 892.25 893.38 893.35892.40 896.05 T/G:896.11 T/G:896.17 ME:892.25 G:894.50 G:895.43 EOF:895.00 T/G:891.65 G:891.56 893.04 892.97 G:893.10 892.23 891.73 T/G:891.75 T:891.48 ME:892.07 ME:902.53 892.65 G:893.27 T/G:892.14 T/G:892.18 892.19 G:892.22 T/G:896.46 T:896.82 G:896.32 HP:895.91 G:895.90 G:896.73 ME:896.08 ME:896.79 G:896.83 G:895.76 G:895.83 G:896.26 896.90 ME:893.89 ME:894.15 T/G:894.13 T/G:894.05 G:893.96 ME:894.39 ME:894.45 ME:894.62 ME:894.55 894.14 894.17 894.11894.50 G:894.78 T/G:893.14 T/G:893.34 T/G:895.89 892.42 893.37 896.50896.45 892.99 892.95892.47 892.88 T/G:894.75 895.83 895.95 G:895.90 G:895.58G:895.64 G:895.69 G:895.63 G:896.30 G:895.13 G:894.93 LP:894.71 HP:895.10 G:895.01 G:894.95 G:893.86 G:896.63 G:895.46 T:896.15 G:895.51 G:895.72 HP:896.15 G:896.08 G:895.92 G:895.57 G:895.65 T:896.07 T/G:895.65 T/G:895.65 895.75 895.75 895.49 895.69 G:895.70 895.75 T:896.20 895.70 895.91 895.69 895.75 895.75 G:895.57 ME:895.65ME:896.48 ME:897.05 ME:896.64 896.81 896.74 896.74 896.81 896.83 896.83 896.37 896.77 895.68 LP:894.71 G:895.65 G:895.65 G:895.57 G:896.51 G:896.17 G:896.00G:896.45 G:896.61 G:896.18 G:896.27 G:896.67 G:895.90 G:894.93 G:895.21 G:895.26 G:895.64 G:895.55 G:894.69 LP:894.52G:895.31 G:895.58 G:894.65 G:896.63 G:896.49T:896.67 G:896.17 ME:892.28 ME:897.09 ME:897.10 ME:897.57ME:897.59 LP:894.64 G:895.13 G:895.09 G:895.65 T:896.15 G:895.70 G:896.10 LP:894.20 HP:896.71 G:894.08 G:896.30 HP:895.95 G:895.75 T/G:895.38 HP:895.42 896.90 G:896.12 895.85G:896.15 T/G:896.10 G:895.62 G:895.66 2.5 5 % G:895.37 G:895.43 G:895.65 2.0 2 % 0.0%PROPOSED DRAINAGE DIRECTION GRADING PLAN NOTES 1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR 928 925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW ELEVATION T/G:0.0 EOF:0.0 ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 Know what'sbelow. before you dig.Call R PR E P A R E D F O R EN L A R G E D GR A D I N G P L A N C502 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 02 / 2 6 / 2 0 2 5 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T AS S H O W N 12 / 1 0 / 2 0 2 5 AS S H O W N BS K BS K MT L NORTH 0 GRAPHIC SCALE IN FEET 20 10 20 40 C501 C5 0 1 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ C 5 - G R A D I N G P L A N . d w g J u n e 1 7 , 2 0 2 6 - 9 : 5 6 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 6 / 2 0 2 6 AR F DO N O T E N T E R T T LEONA ROAD FL Y I N G C L O U D D R I V E DE N R O A D PROPOSED BUILDING ±3,152 SF FFE: 896.90 PROPOSED BUILDING ±1,871 SF FFE: 895.75 ST O P ST O P DFC G WV WV ELEC DYH WV TELDYH WV TEL TEL U H ELEC DYH TEL WV WV ELECELECELEC ELEC S ST S STST S ST ON E S T O R Y B R I C K B U I L D I N G EXISTING BUILDING ±18,500 SF FFE: 897.62 D CO CO CO CO S CO CO CO S S CO CO CO CO S S S Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ C 6 - U T I L I T Y P L A N . d w g J u n e 1 7 , 2 0 2 6 - 9 : 5 9 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO S SANITARY CLEANOUTCO S EXISTING PROPOSED PR E P A R E D F O R UT I L I T Y P L A N C600 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 02 / 2 6 / 2 0 2 5 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N BS K BS K MT L NORTH 0 GRAPHIC SCALE IN FEET 30 15 30 60 Know what'sbelow. before you dig.Call T LEONA ROAD FL Y I N G C L O U D D R I V E PROPOSED BUILDING ±3,152 SF FFE: 896.90 ST O P ST O P DFC G DYH WV TELDYH WV TEL TEL U H ELEC DYH WV WV ELECELEC ST ST S ST ON E S T O R Y B R I C K B U I L D I N G EXISTING BUILDING ±18,500 SF FFE: 897.62 D D D D CO CO CO CO S CO S CO CO CO D SEE MEP PLANS FOR DETAILS PROPOSED TRANSFORMER. SEE MEP PLANS FOR DETAILS. PROPOSED 1,500 GALLON GREASE INTERCEPTOR. SEE MEP PLANS FOR DETAILS. DRIVE THRU TIME LOOP. SEE MEP PLANS FOR DETAILS DRIVE THRU TIME LOOP. SEE MEP PLANS FOR DETAILS PROPOSED 2" DOMESTIC C900 WATER SERVICE PROPOSED 2" GATE VALVE CONTRACTOR TO COORDINATE CONNECTION TO EXISTING POWER LINE WITH POWER COMPANY CONNECT TO EXISTING 6" DIP VIA TAPPING SLEEVE. CONTRACTOR TO VERIFY LOCATION & NOTIFY ENGINEER IF ANY DISCREPANCIES FDC LOCATION. SEE MEP PLANS FOR DETAILS EXISTING 6" DIP WATERMAIN EXISTING 6" DIP WATERMAIN EXISTING FIRE HYDRANT CONTRACTOR SHALL COORDINATE GAS CONNECTION UTILITY CROSSING. MAINTAIN 18" OF VERTICAL CLEARANCE UTILITY CROSSING. T/SAN: 889.25 B/STRM: 890.87 EV CHARGING STATION. LL TO PROVIDE POWER TO EV CHARGER INCLUDING SWITCHGEAR & METER UTILITY CROSSING. MAINTAIN 18" OF VERTICAL CLEARANCE EXISTING ABOVE GROUND DETENTION POND. REFER TO SHEET C503 FOR DETAILS EX SS-7 RE:896.77 IE:887.80 E EX SS-18 RE:888.50 IE:887.77 W IE:887.77 E EX SS-22 RE:888.44 IE:887.71 W IE:887.71 E 13 LF - 4" PVC @ 2.00% STUB-01 RE:896.90 IE:890.57 E GI INLET RE:890.68 IE:890.31 W GI OUTLET RE:890.57 IE:890.21 S 14 LF - 4" PVC @ 2.00% SS-1 RE:896.62 IE:889.92 N IE:889.92 NE IE:889.92 S 38 LF - 4" PVC @ 2.00% SS-35 RE:895.69 IE:889.15 N IE:889.15 S 56 LF - 4" PVC @ 2.00% SS-15 RE:896.59 IE:888.02 N IE:888.02 SE 8 LF - 4" PVC @ 2.00% WYE CONNECT TO EXISTING PVC PIPE IE: 887.87 CONNECT TO EXISTING 6" DIP VIA TAPPING SLEEVE. CONTRACTOR TO VERIFY LOCATION & NOTIFY ENGINEER IF ANY DISCREPANCIES SS-36 RE:896.90 IE:890.83 E 18 LF - 4" PVC @ 2.00% SS-37 RE:896.41 IE:890.46 W IE:890.46 S 21 LF - 4" PVC @ 2.00% SS-38 RE:896.62 IE:890.05 N IE:890.05 SW 7 LF - 4" PVC @ 2.00%1" POWER CONDUIT. REFER TO MEP PLANS (2) 4" COPPER WIRE CONDUIT. REFER TO MEP PLANS PROPOSED DRIVE THRU CONDUITS. REFER TO MEP PLANS 2" CONDUIT PROPOSED FIRE HYDRANT SEE MEP PLANS FOR DETAILS Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ C 6 - U T I L I T Y P L A N . d w g J u n e 1 7 , 2 0 2 6 - 1 0 : 0 0 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F CO S SANITARY CLEANOUTCO S EXISTING PROPOSED SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND PR E P A R E D F O R EN L A R G E D UT I L I T Y P L A N C601 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 02 / 2 6 / 2 0 2 5 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N BS K BS K MT L UTILITY PLAN NOTES 1.INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5.WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C115 WATER MAIN FITTINGS SHALL BE: PVC:ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 5.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 STORM SEWER FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6.WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7.PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8.MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9.FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10.MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12.ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14.IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15.REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20.EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. NORTH 0 GRAPHIC SCALE IN FEET 20 10 20 40 Know what'sbelow. before you dig.Call C602 C6 0 2 DO N O T E N T E R T T LEONA ROAD DE N R O A D PROPOSED BUILDING ±3,152 SF FFE: 896.90 PROPOSED BUILDING ±1,871 SF FFE: 895.75 ST O P ST O P DFC G WV WV ELEC D TEL ELEC DYH TEL WV ELECELECELEC ELEC S ST S STST S ST ON E S T O R Y B R I C K B U I L D I N G EXISTING BUILDING ±18,500 SF FFE: 897.62 D D D D CO CO CO CO S CO CO CO S S CO CO CO D CO SEE MEP PLANS FOR DETAILS PROPOSED TRANSFORMER. SEE MEP PLANS FOR DETAILS. PROPOSED 1,500 GALLON GREASE INTERCEPTOR. SEE MEP PLANS FOR DETAILS. DRIVE THRU TIME LOOP. SEE MEP PLANS FOR DETAILS DRIVE THRU TIME LOOP. SEE MEP PLANS FOR DETAILS PROPOSED 2" DOMESTIC C900 WATER SERVICE PROPOSED 2" GATE VALVE CONTRACTOR TO COORDINATE CONNECTION TO EXISTING POWER LINE WITH POWER COMPANY CONNECT TO EXISTING 6" DIP VIA TAPPING SLEEVE. CONTRACTOR TO VERIFY LOCATION & NOTIFY ENGINEER IF ANY DISCREPANCIES FDC LOCATION. SEE MEP PLANS FOR DETAILS IF SAN. MH IS DISTURBED BY CONSTRUCTION, ADJUST RINGS & CASTING AS NECESSARY. EXISTING 6" DIP WATERMAIN EXISTING 6" DIP WATERMAIN EXISTING 8" PVC SANITARY SEWER CONTRACTOR SHALL COORDINATE GAS CONNECTION IF STMH IS DISTURBED BY CONSTRUCTION, ADJUST RINGS & CASTING AS NECESSARY. UTILITY CROSSING. MAINTAIN 18" OF VERTICAL CLEARANCE UTILITY CROSSING. T/SAN: 889.25 B/STRM: 890.87 EXISTING UNDERGROUND DETENTION BASIN. REFER TO SHEET C503 FOR DETAILS EV CHARGING STATION. LL TO PROVIDE POWER TO EV CHARGER INCLUDING SWITCHGEAR & METER UTILITY CROSSING. MAINTAIN 18" OF VERTICAL CLEARANCE UTILITY CROSSING. T/18" STRM: 888.88 B/15" STRM: 891.43 EX SS-7 RE:896.77 IE:887.80 E EX SS-8 RE:896.72 IE:886.68 W IE:886.68 NE EX SS-18 RE:888.50 IE:887.77 W IE:887.77 E EX SS-22 RE:888.44 IE:887.71 W IE:887.71 E PROPOSED 6" COMBINED C900 WATER SERVICE PROPOSED 6" GATE VALVE 44 LF - 4" PVC @ 3.41% SS-33 RE:895.13 IE:886.00 W IE:886.00 E12 LF - 4" PVC @ 3.64% SS-32 RE:895.55 IE:886.45 S IE:886.45 E 8 LF - 4" PVC @ 3.64% 13 LF - 4" PVC @ 2.00% STUB-01 RE:896.90 IE:890.57 E GI INLET RE:890.68 IE:890.31 W GI OUTLET RE:890.57 IE:890.21 S 14 LF - 4" PVC @ 2.00% SS-1 RE:896.62 IE:889.92 N IE:889.92 NE IE:889.92 S 38 LF - 4" PVC @ 2.00% SS-35 RE:895.69 IE:889.15 N IE:889.15 S 56 LF - 4" PVC @ 2.00% SS-15 RE:896.59 IE:888.02 N IE:888.02 SE 8 LF - 4" PVC @ 2.00% WYE CONNECT TO EXISTING PVC PIPE IE: 887.87 SS-31 RE:895.75 IE:886.75 N CONNECT TO EXISTING 6" DIP VIA TAPPING SLEEVE. CONTRACTOR TO VERIFY LOCATION & NOTIFY ENGINEER IF ANY DISCREPANCIES CONNECT TO EXISTING POWER (BY OTHERS) CONTRACTOR SHALL COORDINATE GAS CONNECTION PROPOSED TRANSFORMER. SEE MEP PLANS FOR DETAILS. SS-36 RE:896.90 IE:890.83 E 18 LF - 4" PVC @ 2.00% SS-37 RE:896.41 IE:890.46 W IE:890.46 S 21 LF - 4" PVC @ 2.00% SS-38 RE:896.62 IE:890.05 N IE:890.05 SW 7 LF - 4" PVC @ 2.00%1" POWER CONDUIT. REFER TO MEP PLANS (2) 4" COPPER WIRE CONDUIT. REFER TO MEP PLANS PROPOSED DRIVE THRU CONDUITS. REFER TO MEP PLANS 2" CONDUIT S S 76 LF - 8" PVC @ 0.95% SS-40 RE:894.70 IE:885.22 W IE:885.22 NE 52 LF - 8" PVC @ 0.95% SS-39 RE:895.24 IE:885.71 SW IE:885.71 E 87 LF - 8" PVC @ 1.11% CONTRACTOR TO FIELD VERIFY ELEVATION OF EXISTING SANITARY SEWER AND NOTIFY ENGINEER OF AND DISCREPANCIES S EX SS-34 RE:893.84 IE:884.50 W IE:884.50 SW IE:884.40 N IE:884.40 S PROPOSED FIRE HYDRANT SEE MEP PLANS FOR DETAILS PROPOSED 6" 45 DEGREE BEND PROPOSED 6" 45 DEGREE BEND D UTILITY CROSSING B/STRM: 892.05 T/SAN: 886.55 UTILITY CROSSING B/STRM: 891.83 T/SAN: 885.68 UTILITY CROSSING B/STRM: 892.07 T/SAN: 886.10 10 . 8 ' 10 . 3 ' Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ C 6 - U T I L I T Y P L A N . d w g J u n e 1 7 , 2 0 2 6 - 1 0 : 0 0 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F CO S SANITARY CLEANOUTCO S EXISTING PROPOSED SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND PR E P A R E D F O R EN L A R G E D UT I L I T Y P L A N C602 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . MI C H A E L C . B R A N D T 02 / 2 6 / 2 0 2 5 42 6 6 1 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N BS K BS K MT L Know what'sbelow. before you dig.Call UTILITY PLAN NOTES 1.INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5.WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C115 WATER MAIN FITTINGS SHALL BE: PVC:ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 5.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 STORM SEWER FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6.WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7.PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8.MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9.FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10.MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12.ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14.IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15.REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20.EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. NORTH 0 GRAPHIC SCALE IN FEET 20 10 20 40 C601 C6 0 1 LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SODDING / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) RIP RAP (TYP.) DFC G WV WV ELEC DYH WV TELDYH WV TEL TEL U H ELEC DYH TEL WV WV ELECELECELEC ELEC S ST S STST S ST ON E S T O R Y B R I C K B U I L D I N G 18918 16 12 EXISTING BUILDING ±18,500 SF FFE: 897.62 NO P A R K I N G NO P A R K I N G DO N O T E N T E R T T LEONA ROAD FL Y I N G C L O U D D R I V E DE N R O A D NO PARKING PROPOSED BUILDING ±3,152 SF FFE: 896.90 PROPOSED BUILDING ±1,871 SF FFE: 895.75 NO P A R K I N G STO P STO P DO N O T E N T E R EXIT & ENJOY AL M O S T TH E R E DRIVETHRU ST O P ST O P ST O P CO CO CO CO COCO CO CO D D D D D CO CO CO CO CO D D D Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ L 1 - L A N D S C A P E P L A N . D W G J u n e 1 7 , 2 0 2 6 - 1 0 : 1 1 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F Know what'sbelow. before you dig.Call R PR E P A R E D F O R OV E R A L L LA N D S C A P E P L A N L100 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN LANDSCAPE REQUIREMENTS - PER CITY CODE OF ORDINANCES SECTION 11.42 SUBDIVISION 5.B ZONING ORDINANCE REQUIRED PROVIDED TOTAL CALIPER INCHES: TOTAL GROSS SQUARE FOOTAGE* OF ALL FLOORS OF A BUILDING / 320 *SINGLE STORY BUILDING >20'HT. CONSIDERED TWO STORY BUILDING 21.5 CAL. INCHES (3,152 G.S.F. + (1,871 G.S.F.*2)) / 320 302.75 CAL. INCHES 109 CAL. IN. PROPOSED TREES + 30.83 CAL/ IN. PROPOSED SHRUBS AND PERENNIALS NO MORE THAN 80% OF TREES MAY BE OF THE MINIMUM SIZE REQUIREMENTS, 2.5" CAL OVERSTORY, 1.5" CAL UNDERSTORY 24.7 CAL. INCHES GREATER THAN MIN. SIZE REQUIREMENTS UNDERSTORY TREES MAY MAKE UP NO MORE THAN 20% OF TOTAL TREE CALIPERS REQUIRED 3" CAL. = 16 CAL. IN. *.2 >24.66 CAL. IN. = 148 CAL. IN. EX. ORNAMENTAL TREES + 4.5 CAL. IN. PROPOSED ORNAMENTAL TREES NO LESS THAN 10% AND NO MORE THAN 25% OF TOTAL TREE CALIPER REQUIRED SHALL BE REPLACED WITH SHRUBS AND PERENNIALS OR PLANTING BEDS. REPLACEMENT RATIO: 6 SHRUBS = 3 CAL. INCHES REPLACEMENT RATIO: 500 S.F. OF PLANTING BEDS + 3 CAL. INCHES 1.6" - 4" TREE INCHES REQUIRED TO BE SHRUBS / PLANTING BEDS 4" ((179 SHRUBS / 6)*3) + ((245 PERENNIALS / 6)*3) 5,402 S.F. OF PLANTING BED = (8,172 / 500) x 3 PARKING LOT: ISLANDS REQUIRED IN LOTS WITH 20 SPACES OR MORE. 5% OF PARKING AREA TO BE ISLANDS ISLANDS SHALL BE PLANTED AND NOT FILLED WITH ONLY MULCH, STONE OR PAVING. 532 S.F. / 5% =10,632 S.F.*0.05 1,984 S.F. ISLANDS ARE PLANTED SCREENING: ALL PARKING, LOADING, SERVICE, AND OUTDOOR STORAGE TO BE SCREENED FROM PUBLIC ROADS AND ADJACENT DIFFERING LAND USES. SCREEN MUST BE 3' IN HEIGHT AT PLANTING 3' HT SCREENING ALONG LEONA ROAD, DEN ROAD, AND FLYING CLOUD DRIVE 3' HT SCREENING ALONG LEONA ROAD, DEN ROAD, AND FLYING CLOUD DRIVE DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , P L A 12 / 1 0 / 2 0 2 5 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N CF K CF K RA H 0 GRAPHIC SCALE IN FEET 30 15 30 60 NORTH TREE REMOVALS AND REPLACEMENTS TREES REQUIRED TO BE REPLACED AT A 1:1 RATIO 26 TREES REMOVED 32 TREES REPLACED 3 3 DFC G DYH WV TELDYH WV TEL TEL U H ELEC YH WV WV ELECELEC ST ST S ST ON E S T O R Y B R I C K B U I L D I N G EXISTING BUILDING ±18,500 SF FFE: 897.62 T LEONA ROAD NO PARKING PROPOSED BUILDING ±3,152 SF FFE: 896.90 STO P STO P DO N O T E N T E R EXIT & ENJOY AL M O S T TH E R E DRIVE THRU ST O P ST O P CO CO CO CO COCO CO D D D D D CO CO EXISTING POND C C C A D D D LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SODDING / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) RIP RAP (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) NOT USED ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) EXISTING TREE TO REMAIN (TYP.) BOULDER (TYP.) A B C D E F G SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CAL HT ORNAMENTAL TREE PRC 1 PRAIRIE ROSE CRABAPPLE MALUS IOENSIS `PRAIRIE ROSE`B & B 2" CAL. OVERSTORY TREE ABM 1 AUTUMN BLAZE MAPLE ACER X FREEMANII `AUTUMN BLAZE`B & B 4" CAL. CSO 1 CRIMSON SPIRE OAK QUERCUS ROBUR X ALBA `CRIMSCHMIDT`B & B 2.5" CAL. KCY 1 ESPRESSO KENTUCKY COFFEETREE GYMNOCLADUS DIOICA `ESPRESSO`B & B 3" CAL. PRE 2 AMERICAN ELM ULMUS AMERICANA `PRINCETON`B & B 2.5" CAL. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONT SPACING MATURE HEIGHT X WIDTH CONIFEROUS SHRUBS HZA 26 HETZ MIDGET ARBORVITAE THUJA OCCIDENTALIS `HETZ MIDGET`#5 CONT.3` O.C. SGJ 14 SEA GREEN JUNIPER JUNIPERUS CHINENSIS `SEA GREEN`#5 CONT.5` O.C. DECIDUOUS SHRUBS ANH 8 ANNABELLE HYDRANGEA HYDRANGEA ARBORESCENS `ANNABELLE`#5 CONT.4` O.C. BLC 13 IROQUOIS BEAUTY BLACK CHOKEBERRY ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM #5 CONT.4` O.C. DBH 5 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA #5 CONT.4` O.C. GLS 13 GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW`#5 CONT.4` O.C. LDN 8 LITTLE DEVIL NINEBARK PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM #5 CONT.4` O.C. ORNAMENTAL GRASSES FXS 8 FOX SEDGE CAREX VULPINOIDEA #1 CONT.18" O.C. HMS 25 HEAVY METAL SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL'#1 CONT.3` O.C. NSG 52 NORTHWIND SWITCH GRASS PANICUM VIRGATUM 'NORTHWIND'#1 CONT.24" O.C. PDS 49 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT.24" O.C. PERENNIALS AFS 9 AUTUMN FIRE SEDUM SEDUM X 'AUTUMN FIRE'#1 CONT.24" O.C. BES 15 BLACK-EYED SUSAN RUDBECKIA FULGIDA `GOLDSTURM`#1 CONT.18" O.C.18" OC RBS 10 RUBY STAR CONEFLOWER ECHINACEA PURPUREA 'RUBINSTERN'#1 CONT.2` O.C. WLC 19 WALKER'S LOW CATMINT NEPETA X FAASSENII 'WALKER'S LOW'#1 CONT.30" O.C. PLANT SCHEDULE LOT A SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CAL HT ORNAMENTAL TREE QUA 5 QUAKING ASPEN POPULUS TREMULOIDES B & B 2.5" CAL. RVB 5 RIVER BIRCH BETULA NIGRA B & B 3" CAL. OVERSTORY TREE IHL 2 IMPERIAL HONEYLOCUST GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`B & B 3" CAL. PLANT SCHEDULE POND Know what'sbelow. before you dig.Call PR E P A R E D F O R EN L A R G E D LA N D S C A P E P L A N L101 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN L402 L4 0 2 DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , P L A 12 / 1 0 / 2 0 2 5 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N CF K CF K RA H 0 GRAPHIC SCALE IN FEET 20 10 20 40 NORTH Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ L 1 - L A N D S C A P E P L A N . D W G J u n e 1 7 , 2 0 2 6 - 1 0 : 1 2 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F DFC G WV WV ELEC D TEL ELEC DYH TEL WV ELECELECELEC ELEC S ST S STST S ST ON E S T O R Y B R I C K B U I L D I N G 18918 16 12 EXISTING BUILDING ±18,500 SF FFE: 897.62 NO P A R K I N G NO P A R K I N G DO N O T E N T E R T T LEONA ROAD DE N R O A D NO PARKING PROPOSED BUILDING ±3,152 SF FFE: 896.90 PROPOSED BUILDING ±1,871 SF FFE: 895.75 NO P A R K I N G STO P STO P DO N O T E N T E R EXIT & ENJOY AL M O S T TH E R E DRIVE THRU ST O P ST O P ST O P CO CO CO CO COCO CO CO D D CO CO CO CO CO D D D C C C A C C C C C A D D D D D LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SODDING / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) NOT USED ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) EXISTING TREE TO REMAIN (TYP.) BOULDER (TYP.) A B C D E F G OVERSTORY TREE ABM 3 AUTUMN BLAZE MAPLE ACER X FREEMANII `AUTUMN BLAZE`B & B 4" CAL. BOL 2 BOULEVARD LINDEN TILIA AMERICANA `BOULEVARD`B & B 3" CAL. CSO 3 CRIMSON SPIRE OAK QUERCUS ROBUR X ALBA `CRIMSCHMIDT`B & B 2.5" CAL. IHL 6 IMPERIAL HONEYLOCUST GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`B & B 3" CAL. KCY 2 ESPRESSO KENTUCKY COFFEETREE GYMNOCLADUS DIOICA `ESPRESSO`B & B 3" CAL. PRE 3 AMERICAN ELM ULMUS AMERICANA `PRINCETON`B & B 2.5" CAL. CONIFEROUS SHRUBS HZA 22 HETZ MIDGET ARBORVITAE THUJA OCCIDENTALIS `HETZ MIDGET`#5 CONT.3` O.C. SGJ 11 SEA GREEN JUNIPER JUNIPERUS CHINENSIS `SEA GREEN`#5 CONT.5` O.C. SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CAL HT ORNAMENTAL TREE PRC 1 PRAIRIE ROSE CRABAPPLE MALUS IOENSIS `PRAIRIE ROSE`B & B 2" CAL. PLANT SCHEDULE LOT B DECIDUOUS SHRUBS BLC 15 IROQUOIS BEAUTY BLACK CHOKEBERRY ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM #5 CONT.4` O.C. DBH 19 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA #5 CONT.4` O.C. GLS 10 GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW`#5 CONT.4` O.C. LDN 15 LITTLE DEVIL NINEBARK PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM #5 CONT.4` O.C. ORNAMENTAL GRASSES HMS 28 HEAVY METAL SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL'#1 CONT.3` O.C. NSG 52 NORTHWIND SWITCH GRASS PANICUM VIRGATUM 'NORTHWIND'#1 CONT.24" O.C. PDS 33 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT.24" O.C. PERENNIALS AFS 14 AUTUMN FIRE SEDUM SEDUM X 'AUTUMN FIRE'#1 CONT.24" O.C. WLC 20 WALKER'S LOW CATMINT NEPETA X FAASSENII 'WALKER'S LOW'#1 CONT.30" O.C. Know what'sbelow. before you dig.Call PR E P A R E D F O R EN L A R G E D LA N D S C A P E P L A N L102 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN L401 L4 0 1 DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , P L A 12 / 1 0 / 2 0 2 5 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N CF K CF K RA H 0 GRAPHIC SCALE IN FEET 20 10 20 40 NORTH Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ L 1 - L A N D S C A P E P L A N . D W G J u n e 1 7 , 2 0 2 6 - 1 0 : 1 2 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F 3 3 SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CAL HT ORNAMENTAL TREE PRC 2 PRAIRIE ROSE CRABAPPLE MALUS IOENSIS `PRAIRIE ROSE`B & B 2" CAL. QUA 5 QUAKING ASPEN POPULUS TREMULOIDES B & B 2.5" CAL. RVB 5 RIVER BIRCH BETULA NIGRA B & B 3" CAL. OVERSTORY TREE ABM 4 AUTUMN BLAZE MAPLE ACER X FREEMANII `AUTUMN BLAZE`B & B 4" CAL. BOL 2 BOULEVARD LINDEN TILIA AMERICANA `BOULEVARD`B & B 3" CAL. CSO 5 CRIMSON SPIRE OAK QUERCUS ROBUR X ALBA `CRIMSCHMIDT`B & B 2.5" CAL. IHL 8 IMPERIAL HONEYLOCUST GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`B & B 3" CAL. KCY 3 ESPRESSO KENTUCKY COFFEETREE GYMNOCLADUS DIOICA `ESPRESSO`B & B 3" CAL. PRE 4 AMERICAN ELM ULMUS AMERICANA `PRINCETON`B & B 2.5" CAL. PLANT SCHEDULE CONIFEROUS SHRUBS HZA 48 HETZ MIDGET ARBORVITAE THUJA OCCIDENTALIS `HETZ MIDGET`#5 CONT.3` O.C. SGJ 25 SEA GREEN JUNIPER JUNIPERUS CHINENSIS `SEA GREEN`#5 CONT.5` O.C. DECIDUOUS SHRUBS ANH 8 ANNABELLE HYDRANGEA HYDRANGEA ARBORESCENS `ANNABELLE`#5 CONT.4` O.C. BLC 28 IROQUOIS BEAUTY BLACK CHOKEBERRY ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM #5 CONT.4` O.C. DBH 24 DWARF BUSH HONEYSUCKLE DIERVILLA LONICERA #5 CONT.4` O.C. GLS 23 GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW`#5 CONT.4` O.C. LDN 23 LITTLE DEVIL NINEBARK PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM #5 CONT.4` O.C. ORNAMENTAL GRASSES FXS 8 FOX SEDGE CAREX VULPINOIDEA #1 CONT.18" O.C. HMS 53 HEAVY METAL SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL'#1 CONT.3` O.C. NSG 104 NORTHWIND SWITCH GRASS PANICUM VIRGATUM 'NORTHWIND'#1 CONT.24" O.C. PDS 82 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT.24" O.C. PERENNIALS AFS 23 AUTUMN FIRE SEDUM SEDUM X 'AUTUMN FIRE'#1 CONT.24" O.C. BES 15 BLACK-EYED SUSAN RUDBECKIA FULGIDA `GOLDSTURM`#1 CONT.18" O.C. RBS 10 RUBY STAR CONEFLOWER ECHINACEA PURPUREA 'RUBINSTERN'#1 CONT.2` O.C. WLC 39 WALKER'S LOW CATMINT NEPETA X FAASSENII 'WALKER'S LOW'#1 CONT.30" O.C. Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L N S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T C W _ L D E V \ s t a r b u c k s \ e d e n p r a i r i e , m n - f l y i n g c l o u d d r & l e o n a r d \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ s h a k e s h a c k \ L 1 - L A N D S C A P E D E T A I L S . D W G J u n e 1 7 , 2 0 2 6 - 1 0 : 1 4 a m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 1 CI T Y C O M M E N T S 04 / 0 6 / 2 0 2 6 AR F 2 CI T Y C O M M E N T S 05 / 0 8 / 2 0 2 6 AR F 3 CI T Y C O M M E N T S 06 / 1 5 / 2 0 2 6 AR F DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED)NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL AS SPECIFIED ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED .. . . . .. . . . . . . . .. . . . . . . . . . .. . . . .. . . . . . . ... . . . . . . . . . . .. . . . . . . . . .. . . . . . . .. . .. . . . .. . . . . .. . . . .. . .. . . . TREE PLANTING DETAIL SCALE: N.T.S.L1031 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1032 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER 4' MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLAN SECTION STEEL EDGER DETAIL SCALE: N.T.S.L1033 BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'L1034 4" 1" PLANTING 1.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.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.INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE 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 FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 16.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. 17.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM 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. MULCH 18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. ROCK MULCH TO BE TRAP ROCK, BUFF LIMESTONE, OR RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PRE-EMERGENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-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). EDGER 19.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. 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). SEED/SOD 20.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. 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, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 21.PROVIDE IRRIGATION / PROVIDE NEW SYSTEM, OR MODIFY EXISTING IRRIGATION PER OWNERS DIRECTION 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. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. ESTABLISHMENT 22.PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 23.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 24.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 25.MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. 26.SEE ELECTRICAL PLANS FOR SITE LIGHTING. LANDSCAPE NOTES PR E P A R E D F O R LA N D S C A P E DE T A I L S L103 FL Y I N G C L O U D D R & L E O N A R D TO L D DE V E L O P M E N T C O . ED E N P R A I R I E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , P L A 12 / 1 0 / 2 0 2 5 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 6 4 2 0 0 2 12 / 1 0 / 2 0 2 5 AS S H O W N CF K CF K RA H ... . . . . .. . ... .. . . . .. . . .. . . . ... . .. .. . . .. . . . . .. .. . .. . .. . . .. .. . . . . . .. . . .. .. . .. . . .. . . .. . ... . . . . . . . . . . NOTE: 1.EXTENDED EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE. STEEP SLOPE PLANTING SCALE: N.T.S.L1035 EXISTING GRADE CUT AREA PLANT ACCORDING TO PLANTING DETAILS APPLICABLE AS SHOWN BACKFILL AREA TENANTTENANT TENANT TENANT TENANTTENANT PROPOSED PYLON SIGN A 1 2 3 4 5 6 7 8 9 12 14 17 T 16 11 15 16 13 2 LEONA ROAD FLY I N G C L O U D D R I V E 10 18 TAKETURNS NO PARKING R25.0' R20.0' R20.0' R20.0' R25.0' R20.0' R25.0' 24.0' 24.0' 12.0' 12.0' 12.0' 24.0' 24.0' 12.0' 12.0' 18.0' 9.0' R10.0' R3.0'R8.0' R20.0' 5.0' R25.0' 5.0' 24.0' R8.0'R15.0' 5.0' ORDER COUNTER PICK-UP COUNTER CONDIMENTSSTATION MOP SINKCUSTARDMACHINEDISHWASHER AREA PREPARATION AREA ICE MACHINE ELECTRICAL PANELS DRY STORAGE BIKE PARKING W1 SMALLWARES SCHEDULETAG #QTYITEM NAMEMANUFACTURERMODELFURNISHINSTALLOA.073GLOVE BOXDISPENSERSAN JAMARG0801OGCHORIZONTAL SOAPDISPENSEROA.083BOBRICK2112OGCPAPER TOWELDISPENSEROA.093TORKOGC551028AHAIRNET DISPENSEROA.102CELLUCAPOGCD903MOP AND BROOMHOLDEROA.11FRAKLIN MACHINEPRODUCTSOO159-11402WET FLOOR SIGNHOLDEROA.12GEERPRESOGC50472FIRST AID CABINETOA.13AFASSCOOGC1861PREP PEG BOARDOA.14DIAMOND LIFEOGCPEGBOARD MX1ICE BUCKETHANGING BRACKETOA.15SAN JAMAROGC1015581ICE SCOOP - LARGEOA.16SAN JAMAROOSI77001ICE SCOOP - SMALLOA.17SAN JAMAROOSI77001KNIFE HOLDEROA.18SAN JAMAROGCSTK10081FRAMED CHOKINGSIGNOA.19ALPHAGRAPHICSOGCN/A1KEYNOTES EVCHARGINGEVCHARGING SIGNAGE EXHIBIT SCALE: 1/4" = 1'-0" @ 11X17 CM 05/21/26 A1.1A KA ISSUED DATE: CHECKED BY: DRAWN BY: PROJECT NUMBER: Architectural Consortium, L.L.C. 2026 23-1057-02 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com PREPARED FOR:EDEN PRAIRIE - TOLD FLYING CLOUD DRIVE AND LEONA RD. EDEN PRAIRIE, MN 55344 OVERALL KEY PLAN - N.T.S. P.O.S. STATION CONDIMENT STATION FIXED TABLE FIXED SEATING ACCESSIBLE TABLE CUSTARD MACHINE ELECTRICAL PANELS; COORDINATE WITH E-SHEETS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SODA MACHINE PICK-UP COUNTER MENU BOARDS KITCHEN HOOD OVERHEAD SELF-SERVICE KIOSKS SHACK APP PICK-UP WASTE RECEPTACLE EXTERIOR CHANNEL / CANOPY ABOVE INTERIOR CHANNEL ABOVE 17 DOMESTIC WATER SERVICE & BACKFLOW PREVENTER 18 HARRI-TIME CLOCK 19 AREA FOR FUTURE EQUIPMENT A.B.C. REFER TO A104 FOR FURNITURE PLANREFER TO K-SHEETS FOR KITCHEN EQUIPMENT LAYOUTDIMENSIONS ON THIS SHEET ARE PROVIDED FOR REFERENCE ONLY. REFER TO A102 DIMENSION PLAN FOR PARTITION LAYOUT. 3 A C 4 D QUEUE 101 DINING 102 CIRCULATION 103 ALL GENDERRESTROOM 104 ALL GENDERRESTROOM 105 OPEN KITCHEN 108 WORK ROOM 110 MANAGER'SOFFICE 111 UTILITIES 113 WALK-INCOOLER 114 WALK-INFREEZER 115 EMPLOYEEAREA 112 1 2 TYP 3 4 6 777 8888 8 9 9 9 10 4'- 0 1 / 2 " 4'- 2 " 4'- 3 1 / 2 " 11 12 14 16 15 15 17 9 13 13 13 3' - 9 1 / 2 " ORDERCOUNTER 106 COLD LINE 107 DRIVE-THRUPICKUP 109 18 19 14 F G 52 B 1 E KITCHENSTAGING 116 OE.05 OE.03OE.04 OE.05 OE.03OE.04 OE.06OE.05 OE.03OE.04 OE.05 OE.03OE.04 OE.14 OE.09 OE.13 OE.12 OE.06 8 OE.15 OE.08 OE.07 14 7 OE.23 10 5 6 3'-1" VESTIBULE 100 6 8 SYMBOL DESCRIPTION NEW PARTITION (FULL HEIGHT) NEW DOOR NEW PARTITION (PARTIAL HEIGHT - SEE ELEV. FOR MORE INFO) PREFAB WALLS BY KEC KEYNOTE01 NEW SHEAR WALL, SEE S-SHEETS FOR MORE INFO CHECKED BY: JOB NO: ww w . b e r g m e y e r . c o m DRAWN BY: CONSULTANTS: SEAL/ SIGNATURE: BO S -51 S l e e p e r S t . 6th F l o o r Bo s t o n , M A 0 2 2 1 0 61 7 . 5 4 2 . 1 0 2 5 LA-36 0 E 2 n d S t r e e t Su i t e 3 0 0 Lo s A n g e l e s , C A 9 0 0 1 2 21 3 . 3 3 7 . 1 0 9 0 CO -87 5 N H i g h S t . Su i t e 3 0 0 Co l u m b u s , O H 4 3 2 1 5 38 0 . 9 0 0 . 8 8 8 7 4/ 2 8 / 2 0 2 6 1 : 2 0 : 3 2 P M Au t o d e s k D o c s : / / 2 0 2 5 0 1 5 9 . 0 0 - S h a k e S h a c k - E d e n P r a i r i e M N / 1 5 9 _S h a k e S h a c k - E d e n P r a i r i e M N _ C e n t r a l _ r 2 4 . r v t GENERAL ARRANGEMENT PLAN A101 20250159.00 SHAKE SHACK EDENPRAIRIE EDEN PRAIRIE, MN 55344SHACK #1823 SG / JS HL / SG GENERAL NOTES TR U E N O R T H PR O J E C T SYMBOL LEGENDKEY NOTESSEAT COUNT 1/4" = 1'-0" PROVIDED FOR REFERENCE ONLY 1GENERAL ARRANGEMENT PLAN - FIRST FLOOR 4'-0"8'-0"2'-0" ACCESSORIES SCHEDULE GC = GENERAL CONTRACTORO = OWNER / OWNER'S VENDOR TAG NO.QTY ITEM MANUFACTURER MODEL NO. RESPONSIBILITY NOTEFURNISHINSTALL OE.03 4 GLOVE BOX DISPENSER SAN JAMAR G0801 O GC OE.04 4 SOAP DISPENSER FIRST MARK 530033965 O GC OE.06 2 HAIR NET DISPENSER CELLUCAP D903 O GC OE.07 2 MOP & BROOM HOLDER FRANKLIN MACHINE PRODUCTS 159-1140 O GC OE.08 1 WET FLOOR SIGN HOLDER GEERPRES 5047 O GC OE.09 1 FIRST AID CABINET AFASSCO 186 O GC OE.12 1 ICE BUCKET HANGING BRACKET SAN JAMAR 101558 O GC HOLDER FOR 6 GALLON ICE TOTE OE.13 1 ICE SCOOP - LARGE SAN JAMAR S17700 / 6021258 O O MOUNT INSIDE OF ICE MACHINE OE.14 1 ICE SCOOP - SMALL SAN JAMAR S17700 / 650629 O O MOUNT IN FRONT OF SODA MACHINE OE.15 1 KNIFE HOLDER SAN JAMAR STK1008 O GC CLEAR WALL MOUNTED RACK AT PREP SINK OE.23 1 LOCKABLE BULLETIN BOARD W/ ONE DOOR NORWOOD COMMERCIAL FURNITURE NOR-EB0203-I-BULLETIN GC GC Interior Seat Count:52Exterior Seat Count:16Total Seat Count 68 NO.BY DATE DESCRIPTION HL 2026-05-04 PERMIT SET FINISH FLOOR 0'-0" T.O. STOREFRONT 10'-6" U.O. CANOPY / T.O. HIGH PARAPET 22'-6" T.O. LOW PARAPET 20'-0" T-1-12 BV-1 BV-2 T.O. SILL 1'-0" ES-2ES-1 S-1 FINISH FLOOR 0'-0" T.O. STOREFRONT 10'-6" U.O. CANOPY / T.O. HIGH PARAPET 22'-6" T.O. LOW PARAPET 20'-0" T-1-12 BV-1 T.O. SILL 1'-0" S-2 BV-2 ES-1ES-2 S-1 SCALE: 1/8" = 1'-0" EXTERIOR ELEVATIONS A-8.0EDEN PRAIRIE, MN ENTITLEMENTS PACKAGEAPRIL 10, 2026 4'-0"8'-0"2'-0" SCALE: 1/4" = 1'-0" 8'-0"16'-0"4'-0" Facade Material SF Calcs Total = 1,145 sf BV-2 = 44 sf, 4% BV-1 = 636 sf, 56% S-2 = 71 sf, 6% S-1 = 54 sf, 5% Storefront/Glazing = 152 sf, 13% T-1-12 base = 48 sf, 4% P-4 (Doors & Canopy)= 60 sf, 5% ES-1 roof screen= 41 sf, 4% ES-2 roof screen= 38 sf, 3% Facade Material SF Calcs Total = 1,788 sf BV-2 = 500 sf, 28% BV-1 = 577 sf, 32% S-1 = 67 sf, 4% Storefront/Glazing = 407 sf, 23% T-1-12 base = 74 sf, 4% P-4 (Doors & Canopy)= 17 sf, 1% ES-1 roof screen= 43 sf, 2% ES-2 roof screen= 57 sf, 3% EDEN PRAIRIE, MN ENTITLEMENTS PACKAGEAPRIL 10, 2026 EDEN PRAIRIE, MN ENTITLEMENTS PACKAGE MAY 11, 2026 FINISH FLOOR 0'-0" T.O. STOREFRONT 10'-6" U.O. CANOPY / T.O. HIGH PARAPET 22'-6" T.O. LOW PARAPET 20'-0" T-1-12 BV-1 BV-2 T.O. SILL 1'-0" ES-2ES-1 S-1 FINISH FLOOR 0'-0" T.O. STOREFRONT 10'-6" U.O. CANOPY / T.O. HIGH PARAPET 22'-6" T.O. LOW PARAPET 20'-0" T-1-12 BV-1 T.O. SILL 1'-0" S-2 BV-2 ES-1ES-2 S-1 Facade Material SF Calcs Total = 1,145 sf BV-2 = 44 sf, 4% BV-1 = 636 sf, 56% S-2 = 71 sf, 6% S-1 = 54 sf, 5% Storefront/Glazing = 152 sf, 13% T-1-12 base = 48 sf, 4% P-4 (Doors & Canopy)= 60 sf, 5% ES-1 roof screen= 41 sf, 4% ES-2 roof screen= 38 sf, 3% Facade Material SF Calcs Total = 1,788 sf BV-2 = 500 sf, 28% BV-1 = 577 sf, 32% S-1 = 67 sf, 4% Storefront/Glazing = 407 sf, 23% T-1-12 base = 74 sf, 4% P-4 (Doors & Canopy)= 17 sf, 1% ES-1 roof screen= 43 sf, 2% ES-2 roof screen= 57 sf, 3%FINISH FLOOR 0'-0" T.O. STOREFRONT 10'-6" U.O. CANOPY / T.O. HIGH PARAPET 22'-6" T.O. LOW PARAPET 20'-0" T-1-12 BV-1 BV-2 T.O. SILL 1'-0" ES-2ES-1 S-1 S-2 FINISH FLOOR 0'-0" T.O. STOREFRONT 10'-6" U.O. CANOPY / T.O. HIGH PARAPET 22'-6" T.O. LOW PARAPET 20'-0" T-1-12 BV-1 T.O. SILL 1'-0" S-2 BV-2 ES-1ES-2 WEST FACADE MATERIALS SF Total = 1,145 sf BV-2 = 44 sf, 4% BV-1 = 636 sf, 56% S-2 = 71 sf, 6% S-1 = 54 sf, 5% Storefront/Glazing = 152 sf, 13% T-1-12 base = 48 sf, 4% P-4 (Doors & Canopy)= 60 sf, 5% ES-1 roof screen= 41 sf, 4% ES-2 roof screen= 38 sf, 3% SOUTH FACADE MATERIALS SF Total = 1,788 sf BV-2 = 405 sf, 23% BV-1 = 577 sf, 32% S-1 = 67 sf, 4% S-2 = 95 sf, 5% Storefront/Glazing = 407 sf, 23% T-1-12 base = 74 sf, 4% P-4 (Doors & Canopy)= 17 sf, 1% ES-1 roof screen= 43 sf, 2% ES-2 roof screen= 57 sf, 3% FINISH FLOOR 0'-0" U.O. CANOPY 10'-6" T.O. HIGH PARAPET 22'-6" T.O. LOW PARAPET 20'-0" T-1-12 S-2BV-2T-1-12 T.O. SILL 1'-0" T.O. DRIVE-THRU SILL 3'-0" BV-1 ES-2 ES-1 FINISH FLOOR 0'-0" U.O. CANOPY 10'-6" T.O. HIGH PARAPET 22'-6" T-1-12 BV-2 T.O. SILL 1'-0" T.O. DRIVE-THRU SILL 3'-0" S-2 T.O. LOW PARAPET 20'-0" ES-2ES-1 S-1 BV-1 SCALE: 1/8" = 1'-0" EXTERIOR ELEVATIONS A-8.1EDEN PRAIRIE, MN ENTITLEMENTS PACKAGEAPRIL 10, 2026 4'-0"8'-0"2'-0" SCALE: 1/4" = 1'-0" 8'-0"16'-0"4'-0" FINISH FLOOR 0'-0" U.O. CANOPY 10'-6" T.O. HIGH PARAPET 22'-6" T.O. LOW PARAPET 20'-0" T-1-12 S-2BV-2T-1-12 T.O. SILL 1'-0" T.O. DRIVE-THRU SILL 3'-0" BV-1 ES-2 ES-1 FINISH FLOOR 0'-0" U.O. CANOPY 10'-6" T.O. HIGH PARAPET 22'-6" T-1-12 BV-2 T.O. SILL 1'-0" T.O. DRIVE-THRU SILL 3'-0" S-2 T.O. LOW PARAPET 20'-0" ES-2ES-1 S-1 BV-1 EAST FACADE MATERIALS SF Total = 1,122 sf BV-2 = 700 sf, 62% BV-1 = 26 sf, 2% S-2 = 130 sf, 12% S-1 = 21 sf, 2% Storefront/Glazing = 13 sf, 1% T-1-12 base = 45 sf, 4% P-4 (Doors & Canopy)= 59 sf, 5% ES-1 roof screen= 63 sf, 6% ES-2 roof screen= 64 sf, 6% NORTH FACADE MATERIALS SF Total = 1,719 sf BV-2 = 544 sf, 31% BV-1 = 482 sf, 28% S-2 = 74 sf, 25% Storefront/Glazing = 36 sf, 2% T-1-12 base = 82 sf, 4% P-4 (Doors & Canopy)= 49 sf, 3% ES-1 roof screen= 43 sf, 3% ES-2 roof screen= 61 sf, 4% EDEN PRAIRIE, MN ENTITLEMENTS PACKAGEAPRIL 10, 2026EDEN PRAIRIE, MN ENTITLEMENTS PACKAGEAPRIL 10, 2026 EDEN PRAIRIE, MN ENTITLEMENTS PACKAGE MAY 11, 2026 T.O. CONCRETE SLAB 0'-0" T.O. TRASH ENCLOSURE 12 FULL COURSES CMU / 8'-0" +/- BV-2 PREFINISHED MTL ROOF TO MATCH P-4 P-4 T.O. CONCRETE SLAB 0'-0" T.O. TRASH ENCLOSURE 12 FULL COURSES CMU / 8'-0" +/- BV-2 PREFINISHED MTL ROOF TO MATCH P-4 P-4 T.O. CONCRETE SLAB 0'-0" T.O. TRASH ENCLOSURE 12 FULL COURSES CMU / 8'-0" +/- BV-2 PREFINISHED MTL ROOF TO MATCH P-4 P-4 T.O. CONCRETE SLAB 0'-0" T.O. TRASH ENCLOSURE 12 FULL COURSES CMU / 8'-0" +/- BV-2 PREFINISHED MTL ROOF TO MATCH P-4 P-4 SCALE: 1/4" = 1'-0" TRASH ENCLOSURE ELEVATIONS A-8.2EDEN PRAIRIE, MN ENTITLEMENTS PACKAGEAPRIL 10, 2026 2'-0"4'-0"1'-0" 2' 4'-0"8'-0"2'-0" EDEN PRAIRIE, MN ENTITLEMENTS PACKAGEAPRIL 10, 2026 EDEN PRAIRIE, MN ENTITLEMENTS PACKAGE MAY 11, 2026 SCALE: EXTERIOR FINISH SCHEDULE A-8.3EDEN PRAIRIE, MN ENTITLEMENTS PACKAGEAPRIL 10, 2026 TAG NO.TYPE MANUFACTURER STYLE/MODEL COLOR EXTERIOR FINISHES BV-1 BRICK VENEER GLEN-GERY THIN BRICK CASTELLANA BV-2 BRICK VENEER GLEN-GERY THIN BRICK BLACK HILLS SMOOTH ES-1 EQUIPMENT SCREEN CITYSCAPES ACRYLICLAP ABS - BRICK PUTTY ES-2 EQUIPMENT SCREEN CITYSCAPES ACRYLICLAP ABS - BRICK MANSARD BROWN P-4 PAINT SHERWIN WILLIAMS SW7069 IRON ORE S-1 STONE ECO OUTDOOR COBBLESTONES PENDALL S-2 STONE ELDORADO STONE LOREIOBRICK FAROLA T-1-12 PORCELAIN TILE CREATIVE MATERIALS CORP.CEMENTING; SIZE: 12" X 24"BROWN, NATURAL FINISH EDEN PRAIRIE, MN ENTITLEMENTS PACKAGEAPRIL 10, 2026EDEN PRAIRIE, MN ENTITLEMENTS PACKAGEAPRIL 10, 2026 EDEN PRAIRIE, MN ENTITLEMENTS PACKAGE MAY 11, 2026 NOT TO SCALE EXTERIOR RENDERING A-8.4EDEN PRAIRIE, MN ENTITLEMENTS PACKAGE MAY 11, 2026 NOT TO SCALE EXTERIOR RENDERING A-8.5EDEN PRAIRIE, MN ENTITLEMENTS PACKAGE MAY 11, 2026 NOT TO SCALE EXTERIOR RENDERING A-8.6EDEN PRAIRIE, MN ENTITLEMENTS PACKAGE MAY 11, 2026 T.O. CONCRETE SLAB 0'-0" T.O. TRASH ENCLOSURE 12 FULL COURSES CMU / 8'-0" +/- BV-2 PREFINISHED MTL ROOF TO MATCH P-4 P-4 T.O. CONCRETE SLAB 0'-0" T.O. TRASH ENCLOSURE 12 FULL COURSES CMU / 8'-0" +/- BV-2 PREFINISHED MTL ROOF TO MATCH P-4 P-4 T.O. CONCRETE SLAB 0'-0" T.O. TRASH ENCLOSURE 12 FULL COURSES CMU / 8'-0" +/- BV-2 PREFINISHED MTL ROOF TO MATCH P-4 P-4 T.O. CONCRETE SLAB 0'-0" T.O. TRASH ENCLOSURE 12 FULL COURSES CMU / 8'-0" +/- BV-2 PREFINISHED MTL ROOF TO MATCH P-4 P-4 SCALE: 1/4" = 1'-0" TRASH ENCLOSURE ELEVATIONS A-8.2EDEN PRAIRIE, MN ENTITLEMENTS PACKAGEAPRIL 10, 2026 2'-0"4'-0"1'-0" 2' 4'-0"8'-0"2'-0" UPPER LEVEL 0' -0" B.O. ACCENT BAND 12' -0" T.O. PARAPET ± 21' -8" T.O. TOWER ± 24' -0" T.O. WAINSCOT 4' -0" T.O. ACCENT BAND 14' -0" UPPER LEVEL 0' -0" B.O. ACCENT BAND 12' -0" T.O. PARAPET ± 21' -8" T.O. TOWER ± 24' -0" T.O. WAINSCOT 4' -0" T.O. ACCENT BAND 14' -0" EXTERIOR FINISHES - BRICK / BRICK PARAPET CAP FLASHING: ALUMINUM BREAK METAL PREFINISHED TO MATCH PAC-CLAD "SILVER" PREFABRICATED METAL CANOPY: TOWER SOFFIT AND FASCIA: PAC-CLAD SNAP EDGE EXTENDED FASCIA (12-12") PREFINISHED PAC-CLAD "SILVER" AWNEX INC. "SEATTLE" DESIGN PREFINISHED AWNEX "BENGAL SILVER" STOREFRONT SYSTEM:2x4 1/2" KAWNEER TRIFAB VG 451T SERIES DARK BRONZE ANODIZED ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLAZING. TRASH ENCLOSURE GATE SYSTEM: FIELD PAINT SHERWIN-WILLIAMS SW-7515 "HOMESTEAD BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/ OWNER O.H. DOOR FINISH:CLEAR ANODIZED ALUMINUM ACCESS PANEL:STAINLESS STEEL THIN BRICK #1 (SOLDIER COURSE AND TOWER): GLEN-GERY "MODULAR BAXTER BROWN WIRECUT" PRECAST CAP TRASH ENCLOSURE:CUSTOM CAST STONE - "LIGHT BUFF" MORTAR: MASONRY SEALER:ALL MASONRY SURFACES SHALL BE TREATED w/ SEALER. LEHIGH STANDARD KIT - "BEIGE" THRU-WALL SCUPPER: ALUMINUM BREAK METAL - PREFINISHED TO MATCH DIMENSIONAL METALS, INC. - "BEIGE" THIN BRICK #2 (FIELD BRICK):GLEN-GERY "MT. RUSHMORE" THIN STONE (WAINSCOT):ARRISCRAFT "ASH-STACK" Project No:6/1 7 / 2 0 2 6 3 : 2 9 : 2 6 P M A u t o d e s k D o c s : / / V I O C E d e n P r a i r ie M N ( E d e n ) / V I O C - E d e n P r a i r i e , M N _ R V T 2 4 . r v t 767514 3B A Y F L A T R O O F - B R I C K / B R I C K Scale: 1/8" = 1'-0"3 EXTERIOR ELEVATION (FRONT) Scale: 1/8" = 1'-0"4 EXTERIOR ELEVATION (LEFT) Scale: 1/8" = 1'-0"1 EXTERIOR ELEVATION (REAR) Scale: 1/8" = 1'-0"2 EXTERIOR ELEVATION (RIGHT) DA T E I S S U E R E C O R D Scale: 1/8" = 1'-0"7 Elevation 1 - a MATERIAL QUANTITIES:BRICK: 547SF, 85%STONE: 96 SF, 15% MATERIAL QUANTITIES:BRICK: 520 SF, 81%STONE: 83 SF, 13%GLASS: 40 SF, 6% MATERIAL QUANTITIES:BRICK: 838SF, 64%STONE: 54SF, 4%GLASS: 410SF, 32% MATERIAL QUANTITIES:BRICK: 864SF, 66%STONE: 54SF, 4%GLASS: 384SF, 30% 550.04 sf 41.56 sf EXTERIOR FINISHES - BRICK / BRICK PARAPET CAP FLASHING: ALUMINUM BREAK METAL PREFINISHED TO MATCH PAC-CLAD "SILVER" PREFABRICATED METAL CANOPY: TOWER SOFFIT AND FASCIA: PAC-CLAD SNAP EDGE EXTENDED FASCIA (12-12") PREFINISHED PAC-CLAD "SILVER" AWNEX INC. "SEATTLE" DESIGN PREFINISHED AWNEX "BENGAL SILVER" STOREFRONT SYSTEM:2x4 1/2" KAWNEER TRIFAB VG 451T SERIES CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLAZING. TRASH ENCLOSURE GATE SYSTEM: FIELD PAINT SHERWIN-WILLIAMS SW-7515 "HOMESTEAD BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/ OWNER O.H. DOOR FINISH:CLEAR ANODIZED ALUMINUM ACCESS PANEL: STAINLESS STEEL THIN BRICK #1 (SOLDIER COURSE AND TOWER): GLEN-GERY "MODULAR BAXTER BROWN WIRECUT" PRECAST CAP TRASH ENCLOSURE:CUSTOM CAST STONE - "LIGHT BUFF" MORTAR: MASONRY SEALER:ALL MASONRY SURFACES SHALL BE TREATED w/ SEALER. LEHIGH STANDARD KIT - "BEIGE" THRU-WALL SCUPPER: ALUMINUM BREAK METAL - PREFINISHED TO MATCH DIMENSIONAL METALS, INC. - "BEIGE" THIN BRICK #2 (FIELD BRICK):GLEN-GERY "MT. RUSHMORE" THIN STONE (WAINSCOT):ARRISCRAFT "ASH-STACK" Project No:6/1 8 / 2 0 2 6 1 2 : 3 6 : 2 0 P M A u t o d e s k D o c s : / / V I O C E d e n P r a i rie M N ( E d e n ) / V I O C - E d e n P r a i r i e , M N _ R V T 2 4 . r v t 767514 3B A Y F L A T R O O F - B R I C K / B R I C K RE N D E R I N G DA T E I S S U E R E C O R D Scale: 1 1/2" = 1'-0"1 EXTERIOR RENDERING - FRONT Scale: 1 1/2" = 1'-0"RE-07 EXTERIOR RENDERING - REAR2 Planning Commission Staff Report Date: Location: Subject: From: Applicant: Review period expires: September 24, 2026 ITEM DESCRIPTION The City is requesting a zoning district change from Public to R1-22 on two parcels, totaling 1.22 acres. Both parcels are privately owned, and a single-family home is located on one of the parcels, 6345 Eden Prairie Road. There are no proposed changes in the use of the properties. REQUESTED ACTIONS • Zoning District Change from Public to R1-22 on 1.22 acres PROJECT DESCRIPTION/ BACKGROUND The property owner owns both 6345 Eden Prairie Road and Parcel #04-116- 22-21-0003 immediately to the north of the addressed lot. These properties are outlined in red in the adjacent image. It was discovered as part of a building permit review that the properties are zoned Public rather than a single- family zoning district. This creates setback issues as any new addition or accessory structure must meet the Public Zoning District setback requirements. Currently, 6345 Eden Prairie Road is not wide enough to allow Staff Report – 6345 Eden Prairie Road Zone Change June 22, 2026 Page 2 any structure additions based on the Public Zoning District setback requirements. The current house predates City Ordinance and is allowed to be maintained within the current footprint in the Public Zoning District. The applicant is proposing to rezone both lots to R1-22, a total of 1.22 acres, better align the zoning to the use of the land. The properties are surrounded by R1-22 single-family residential to the south and west and bordered by Birch Island Park to the north and east. COMPREHENSIVE PLAN AND ZONING 6345 Eden Prairie Road is guided Low Density Residential in the Comprehensive Plan. The Low Density Residential guiding has been applied to the property on the Comprehensive Plan for at least the last 25 years, since 2003 Comprehensive Plan. However, both properties are zoned Public. Through historical research, it appears both properties were zoned Public when the Zoning Ordinance was established in 1969 due to its proximity to Birch Island Park. The legal description that zoned Birch Island Park as Public in 1969 includes the subject properties and is described in metes and bounds. The error in the zoning of these properties was not discovered until recently, when the property owner applied for a building permit and staff conducted their standard zoning compliance review. Parcel #04-116-22-21-0003 is guided Parks and Open Space. This is an inadvertent guiding due to the proximity to Birch Island Park and the small size of the parcel. This parcel will be guided Low Density Residential during the next comprehensive plan update to remove the discrepancy. The applicant is requesting to rezone 1.22 acres to R1-22, which is consistent with the comprehensive land use plan. All neighboring residential lots are zoned R1-22, making the proposed zoning district change consistent with the neighborhood. The images below illustrate the current and proposed zoning. The image on the left shows the subject properties current zoning of Public. The image on the right shows the proposed zoning of R1-22. Staff Report – 6345 Eden Prairie Road Zone Change June 22, 2026 Page 3 Currently, neither lot is wide enough to meet the minimum width requirements of the R1-22 Zoning District. The property owner has applied for an Administrative Lot Combination to combine the properties into one (1) lot. Once combined, the lot will be wide enough to meet the minimum width requirements in the R1-22 Zoning District. All other lot dimensional standards are currently met and will exceed requirements once the lots are combined. The Administrative Lot Combination is a separate review process administered at a staff level. The zoning district change will be conditioned on approval of the lot combination. RESIDENT INPUT Notice of the zoning district change was sent to property owners within 500 feet of the subject properties, and a “proposed development” sign was located on the lot to notify area residents and passers-by. It is City policy to install these signs at all properties under review for a zoning district change. In this case, there is no development proposed and the use of the land will remain a single-family home. To date, staff has received calls with questions about the rezone and any potential redevelopment. One resident submitted comments, attached to this report, regarding concerns about tree removal on the property and future development. STAFF RECOMMENDATION Recommend approval of the following request: • Zoning District Change from Public to Parks and R1-22 Zoning District on 1.22 acres. CONDITIONS OF APPROVAL This is based on the following conditions: • Approval of an Administrative Lot Combination for 6345 Eden Prairie Road and Parcel #04-116-22-21-0003. ATTACHMENTS 1. Resident Comments The Friends of Birch Island Woods have maintained this natural area since 1998, regularly working to remove invasive species and protect the woods. City records indicate the existing dwelling was built in 1941, meaning the surrounding woods have remained largely undisturbed for over 85 years. That is not coincidence — it reflects a long-standing community commitment to preservation. Eden Prairie's own Tree Preservation ordinance, Chapter 11, Section 11.55, affirms that tree removal diminishes public health, safety, and general welfare, and directs the city toward the protection and preservation of its natural areas. (Footnote 2) I would ask the commission to weigh any financial considerations against the permanent loss of a natural resource that this ordinance — and this community — has long sought to protect. Once these wild spaces are gone, they do not come back. Formal Requests I respectfully submit the following requests for the commission's consideration: One — that the commission deny approval of any further development of this property, and explore whether this parcel might be preserved as a natural buffer in connection with Birch Island Woods. Two — that if development is nonetheless considered, a continuance be granted long enough for a boundary survey to be completed and markers placed at the applicant's expense, along with a formal ecological impact study, so that this commission may make a fully informed decision consistent with the city's own environmental ordinances. Matt and I moved to Swan Hill for the peace, the privacy, and the nature that surrounds it. We are asking this commission to help protect what remains. Thank you for your time and consideration. Erin & Matt Swanson — Residents, Footnotes 1. Eden Prairie Development Review Handbook: https://www.edenprairiemn.gov/city-government/departments/community-d evelopment/planning/developers/development-review-handbook 2. Eden Prairie City Code, Section 11.55 — Land Alteration, Tree Preservation and Stormwater Management Regulations: htt ps://library.municode.com/mn/eden_prairie/codes/code_of_ordinances?nodeId=CH11LAUSREZO_S11.55LAALTRPRSTM ARE