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HomeMy WebLinkAboutPlanning Commission - 08/26/2024AGENDA EDEN PRAIRIE PLANNING COMMISSION Monday, August 26, 2024 PLANNING COMMISSION MEMBERS: John Kirk, Andrew Pieper, Ed Farr, Robert Taylor, Daniel Grote, Frank Sherwood, Charles Weber, Phou Sivilay, Trisha Duncan STAFF MEMBERS: Jeremy Barnhart, City Planner; Carter Schulze, City Engineer; Matt Bourne, Manager of Parks and Natural Resources I. CALL THE MEETING TO ORDER II. PLEDGE OF ALLEGIANCE III. APPROVAL OF AGENDA IV. MINUTES A. Approval of the Planning Commission Meeting minutes dated May 28, 2024 V. PUBLIC HEARINGS A. 11609 Leona Rd Redevelopment (2024-05) Request for: • PUD Concept Review on 3.44 acres • PUD Amendment Review with waivers on 3.44 acres • Site Plan Review on 3.44 acres VI. PLANNERS’ REPORT VII. MEMBERS’ REPORTS VIII. ADJOURNMENT ANNOTATED AGENDA TO: Planning Commission Members FROM: Jeremy Barnhart, City Planner RE: Planning Commission Meeting for Monday, August 26, 2024 _______________________________________________________________________________ MONDAY, AUGUST 26, 2024 7:00 PM, COUNCIL CHAMBERS I. CALL THE MEETING TO ORDER II. PLEDGE OF ALLEGIANCE III. APPROVAL OF AGENDA MOTION: Move to approve the agenda. IV. APPROVAL OF MINUTES A. PLANNING COMMISSION MEETING HELD TUESDAY, MAY 28, 2024 MOTION: Move to approve the Planning Commission minutes dated May 28, 2024 V. PUBLIC HEARINGS A. 11609 Leona Rd. Redevelopment (2024-05) Request for: • Planned Unit Development Concept Review on 3.44 acres • Planned Unit Development Amendment with waivers on 3.44 acres • Site Plan Review on 3.44 acres Told Development Company, the property owner, is proposing to redevelop the current Office Depot site at 11609 Leona Road. The existing Office Depot build will be partially demolished, and a new commercial tenant will occupy about 18,500 sq feet. Additionally, a new quick service restaurant (Starbucks) will be built in the parking lot in the NW corner of the site. Additional activity will improve the storm water management, parking and circulation, and landscaping. The applicant is asking for waivers for impervious surface coverage in the shoreland overlay district and front yard setback for the quick service restaurant building. MOTION 1: Move to close the public hearing. MOTION 2: Move to recommend approval for Planned Unit Development Concept Review, Planned Unit Development Amendment with waivers, and Site Plan Review, all on 3.44 acres as represented in the August 26, 2024 staff report, subject to the conditions listed in the staff report. ANNOTATED AGENDA August 26, 2024 Page 2 VI. PLANNERS’ REPORT VII. MEMBERS’ REPORT VIII. ADJOURNMENT MOTION: Move to adjourn the Planning Commission meeting. UNAPPROVED MINUTES EDEN PRAIRIE PLANNING COMMISSION MONDAY, MAY 28, 2024 7:00 PM—CITY CENTER Council Chambers 8080 Mitchell Road COMMISSION MEMBERS: John Kirk, Frank Sherwood, Andrew Pieper, Ed Farr, Trisha Duncan, Robert Taylor, Dan Grote, Charles Weber; Phou Sivilay CITY STAFF: Jeremy Barnhart, City Planner; Carter Schulze, City Engineer; Matt Bourne, Manager of Parks and Natural Resources; Kristin Harley, Recording Secretary I. CALL THE MEETING TO ORDER Chair Pieper called the meeting to order at 7:00 p.m. II. PLEDGE OF ALLEGIANCE – ROLL CALL John Kirk was absent. III. APPROVAL OF AGENDA MOTION: Grote moved, seconded by Sivilay to approve the agenda. MOTION CARRIED 8-0. IV. MINUTES MOTION: Farr moved, seconded by Taylor to approve the minutes of April 8, 2024 . MOTION CARRIED 8-0. V. PUBLIC HEARINGS A. NEXUS INNOVATION CENTER (2024-04)) Request for • Zoning Change to I-2 on 14.35 acres • Site Plan Review on 14.35 acres Josh Budish, founder and Principal of Endeavor Development, presented a PowerPoint and detailed the application. This development would construct a new 185,733 square foot modern business center on the former office campus for PLANNING COMMISSION MINUTES May 28, 2024 Page 2 American Family Insurance. The applicant requested a rezone to I-2 Industrial Park, which was consistent with the Aspire 2040 guidance of Industrial Flex Tech. Budish displayed the existing property along Highway 62 and explained it was and would continue to be served by Minnetonka regarding sewer and water. Budish displayed the site plan showing the front parked, rear loaded modern business center, which he explained would include EV readiness and would preserve many existing trees. He explained the robust landscaping plan and displayed elevations with exterior materials and a finish key. Painted precast concrete would be used along with stone veneer and metal canopy and window frames. He displayed the glass and signature materials on the first and second floors via a rendering. Glazing and paint on the second and third floors would create a faux fenestration to give a pleasing appearance. He displayed interior renderings showing light manufacturing, warehouse, and showroom uses. Budish stated this project would revitalize an underutilized site, providing jobs. Barnhart presented the staff report. The flex building would offer 17,000 square foot of office space and the balance for warehousing. The parking offered flexibility that met the Zoning Codes and Standards of I-2 without requiring waivers. Staff was confident the attached list of required changes could be fulfilled before the City Council meeting later in June. Minnetonka would issue the utility and right-of-way permits and staff would continue to work with the applicant on wayfinding goals before final approval. Staff recommended approval of the application. Weber referenced staff’s “to do” list of changes, stating it appeared in the style of requests. Barnhart confirmed these were indeed requirements, not merely requests. Taylor asked how many warehouses existed in Eden Prairie. Barnhart replied he did not know offhand, but added most were a combination of warehouse and another use as here. Taylor asked what the occupancy was in Industrial warehousing in Eden Prairie. Barnhart replied three or four buildings in Eden Prairie were completely vacant, with the rest at least partially occupied, according to the assessor. Sivilay asked if there were loading docks attached to the proposed building, and Barnhart replied they were on the north side of the building. Sivilay asked if there were concerns with the one way road, and Barnhart replied there were no access concerns. Farr asked for and received confirmation the widened center driveway met City standards for access and turning. Barnhart stated this was not dedicated solely for personal vehicles but also provided for truck and pedestrian traffic. Farr asked about possible parking assumptions for a potential second floor mezzanine. Barnhart replied staff did not take that into account in this situation. Staff did not anticipate a second floor mezzanine. If it was proposed in the future it would trigger a waiver, and therefore another public hearing. PLANNING COMMISSION MINUTES May 28, 2024 Page 3 Duncan asked if it was common for this many conditions (via the “to do” list) required before City Council approval. Barnhart replied this was not typically provided; usually these were worked out beforehand during the development review process but this project was more time-sensitive. Duncan asked if the City of Minnetonka’s access guidelines would govern this project, since the City had jurisdiction in that regard, and Barnhart replied this would follow the City of Minnetonka’s requirements. Minnetonka staff had not commented on the driveway but on the trail and right-of-way, not the number of accesses. Duncan asked for and received confirmation there was no need to change the access. Duncan noted this was an attractive building, and commended the development. She asked how the painting would work in conjunction with the windows. Budish displayed the materials slide again and replied the charcoal paint on smooth concrete would look like windows from afar and even close in, meant to trick the eye and be an extension of the glass fenestration. MOTION: Grote moved, seconded by Sherwood to close the public hearing. Motion carried 8-0. Farr commended the infill project’s design and the site’s change in use and expressed support for the development. Sherwood agreed and this was also good timing for the project. MOTION: Duncan moved, seconded by Weber to recommend a Zoning Change to I-2 on 14.35 acres and a site Plan Review on 14.35 acres as represented in the May 28, 2024 staff report. Motion carried 8-0. B. CODE AMENDMENT – LANDSCAPING IN THE RM-2.5 ZONING DISTRICT Request for • Amendment to City Code Chapter 11, Section 11.42, Subdivision 5 Barnhart presented the Code Amendment. In the last seven years the City had approved eight different projects in the RM-2.5 zoning district, six of which had waivers for landscaping. There was a difference between landscaping requirements based on the size of the building and the tree replacement requirement. The landscaping requirements for the building were based on the size of the building. In certain situations a large building on a lot left little space to include trees, so waivers were granted to reduce the required landscaping. Five of these six developments with waivers had a floor area ratio of one or greater, a trend that made staff think about addressing this in the Code. What staff proposed was, if a floor ratio was a ratio of greater than one, up to 50 percent of the caliper use requirement could be addressed by perennials/flower beds or shrubs. This would introduce color and texture without reducing the landscaping requirement. PLANNING COMMISSION MINUTES May 28, 2024 Page 4 This allowed for more flexibility to allow developments to meet the landscaping requirements without waivers while supporting the overall design guidelines in terms of color, texture, seasonal interest, variety, and sustainability. This change would remove barriers to development and redevelopment while supporting the City’s vision. Staff recommended approval. Farr noticed the metric for computing landscaping requirements were based con floor area ratio and asked if this requirement should be based on the base area, not the floor area ratio in the example of a high rise. However, he found this change to be a good idea. He noted that many developments do have some undeveloped, undisturbed area off the side, many of which were topographically challenging. He asked for assurance that this change would not allow any building to stand alone without surrounding landscaping just because it mathematically met the criterial via the unused side parcel, but that the change in Code would emphasize the building in context of the required landscaping. Barnhart replied staff chose the floor area ratio calculation from the examples identified, all of which were multi-story buildings, so Farr was correct, and this ratio would increase with multiple stories. Barnhart assured Farr staff would not allow spotty landscaping but would require it throughout the development, even in the case of an undeveloped side parcel. MOTION: Taylor moved, seconded by Sherwood to close the public hearing. Motion carried 8-0. Duncan commended the seven items for promoting flexibility and creativity. MOTION: Weber moved, seconded by Grote to recommended approve to amend City Code Chapter 11, Section 11.42, Subdivision 5 as represented in the May 28, 2024 staff report. Motion carried 8-0. PLANNERS’ REPORT MEMBERS’ REPORTS VI. ADJOURNMENT MOTION: Weber moved, seconded by Duncan to adjourn. Motion carried 8-0. The meeting was adjourned at 7:34 p.m. TO: Planning Commission FROM: Sarah Strain, Planner II DATE: August 26, 2024 SUBJECT: 11609 Leona Road Redevelopment LOCATION: 11609 Leona Road APPLICANT: Kimley-Horn on behalf of Told Development Company REQUESTS: • Planned Unit Development Concept Plan Review on 3.44 acres • Planned Unit Development District Review with Waivers on 3.44 acres • Site Plan Review on 3.44 acres 120 DAY REVIEW PERIOD: November 19, 2024 BACKGROUND Told Development Company, the property owner, is proposing to redevelop the current Office Depot site at 11609 Leona Road. A portion of the existing building will be remodeled and reused for a new commercial tenant. About 11,500 square feet of the existing building will be demolished to accommodate the new tenant and their business needs. The remodeled building will be about 18,500 square feet. A new drive-thru Starbucks is proposed to be constructed in the northwest corner of the site. 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 The developer is proposing to use the existing Office Depot building for a new retail tenant. However, that tenant does not have a business need for the 31,000 square foot area of the current building. About 11,500 square feet of the existing building will be demolished, leaving the new retail user approximately 18,500 square feet of space. The area the building occupied will be converted into parking lot and provide space for the trash enclosure. A new drive-thru Starbucks café is proposed for the northwest corner of the site. The new building will be roughly 2,450 square feet and will offer both drive-thru and dine-in options for customers. The drive- thru has capacity for approximately 18 vehicles, meeting anticipated business need and preventing queuing into internal drive lanes or Leona Road. Cars will form two (2) lanes and merge together at the order menu and speaker. The following image shows the proposed site plan. Staff Report – 11609 Leona Road Redevelopment August 26, 2024 Page 2 2 Proposed Site Plan for 11609 Leona Road The northeast corner of the parking lot will remain undeveloped for now. The developer intends to incorporate a stand-alone building in the northeast corner of the parcel in the future. Any new use or building in the northeast corner of the site will require a Site Plan Review and Planned Unit Development (PUD) amendment review with both Planning Commission and City Council. 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 applicant is requesting the following waivers: The following waivers are requested as part of this project: A. Impervious Surface Area City Code allows a maximum impervious surface of 30 percent. The existing site condition is 75 percent impervious surface coverage and was approved as part of a development proposal in 1997 (before shoreland rules applied). This waiver is being requested to allow Staff Report – 11609 Leona Road Redevelopment August 26, 2024 Page 3 3 75 percent impervious surface coverage for the PUD area to bring the site into compliance with shoreland regulations. This waiver is in harmony with the general purposes and intent of shoreland ordinance. This waiver is consistent with the Comprehensive Plan as the property is zoned and guided for Regional Commercial use. There are circumstances unique to the property that creates a need for additional impervious surface coverage, as this lot provides roadway access to a landlocked parcel. This waiver is consistent with the commercial character of the area and is a reasonable use of the property due to the measures being taken to protect and enhance the quality and character of the shoreland. B. 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 Starbucks building is setback 27 feet from the north property line. The unique circumstance for this property is the lot line between 11609 Leona Road and 11611 Leona Road create a situation where it would be difficult to meet both the front and side yard setback requirements while providing access to 11611 Leona Road. ACCESS AND STREET CONNECTIONS The developer will be making several changes to improve internal circulation in the site. Currently, there are several drive lanes through the parking lot to provide access to the Office Depot building and 11611 Leona Road. The drive aisle designed to provide access to 11611 Leona Road is a quick turn after entering the property from Leona Road. The image below shows the current site conditions. In the proposed site plan, shown on the previous page, the entrance aisle from Leona Road is extended further into the site, creating a “T” intersection where vehicles can choose to turn right to the new Starbucks or 11611 Leona Road or to the left for the new retail user. Updated pavement striping will also provide traffic direction. Any directional signage would be reviewed and approved as part of a sign permit application. Aerial Photo of existing conditions at 11609 Leona Road The existing driveway accesses from Leona and Den Roads will remain. A new driveway access is Staff Report – 11609 Leona Road Redevelopment August 26, 2024 Page 4 4 proposed off Den Road roughly 80 feet south of the existing driveway. This will provide more direct access to the new retail user and the established internal drive lanes. Access to 11611 Leona Road will be provided throughout construction. Staff recommends the developer place “Business Access” signs to guide traffic to the open driveways during each construction phase (see Project Phasing section below). TRAFFIC STUDY A traffic study was conducted to determine if the surrounding road system can support the new uses on the site. The study did not identify significant delays or queuing issues, and the surrounding road system can support the proposed development. 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. The proposed floor plan for Starbucks shows 50 seats, meaning 20 parking stalls are required. The retail user will require 93 parking stalls based on City Code requirements. The site will have 150 stalls total, exceeding the number of stalls required by City Code. There is also an existing cross-access, parking, and maintenance agreement between 11609 and 11611 Leona Road. SIDEWALKS AND TRAILS The pedestrian ramps along Leona and Den Roads will be reconstructed to meet ADA requirements. A new ADA compliant sidewalk will extend into the site from Leona Road to provide access to both the Starbucks building and the new retail tenant. Sidewalks along the existing retail building will provide access to 11611 Leona Road. Bike racks will be installed at both the Starbucks and the retail building. BUILDING ARCHITECTURE AND MATERIALS Elevations for both buildings are shown on the following page. The exterior of the Office Depot building will remain the same on the south and west sides of the building. The north and east sides will be remodeled due to the partial demolition of the building. The developer is proposing to match the existing brick and stone materials for the new portion of the façade. The entrance will shift to the northeast corner of the building. The area above the main entrance will be EFIS to accommodate signage. The east side of the building, facing Den Road, will feature several windows. The trash enclosure will be attached to the building on the southeast corner. The remodeled façades meet City Code requirements and are consistent with the existing architecture in the PUD area. Staff Report – 11609 Leona Road Redevelopment August 26, 2024 Page 5 5 Exterior Elevations of the remodeled Office Depot building Exterior Elevations of the new Starbucks café The new Starbucks building will complement the existing buildings in the PUD area. Each side will feature two (2) colors of brick, stone, and glass. Most of the windows will face east and south, which overlook the patio and the parking lot. The new building meets City Code requirements for Class I Staff Report – 11609 Leona Road Redevelopment August 26, 2024 Page 6 6 building materials, façade articulation, roofline variation, and mechanical equipment screening. The trash enclosure will be detached from the building to avoid conflicts between garbage trucks and the drive-thru exit. Prior to City Council, the applicant will need to provide elevations confirming the detached trash enclosure compliments the new building and meets City Code requirements. PHASE I ENVIRONMENTAL SITE ASSESSMENT A Phase I Environmental Assessment was conducted, and nothing of note was discovered. WETLAND, SHORELAND, AND BLUFF This property is located in the Shoreland Overlay District as it is within 1,000 feet of Lake Idlewild. There are no wetlands on the property itself. This property is seeking a waiver from impervious surface coverage to maintain the current impervious surface area. Stormwater treatment will be improved from current conditions. DRAINAGE/STORMWATER MANAGEMENT Stormwater will be collected and directed to underground management systems on site. These systems will provide retention of stormwater. The soils on the site are not suitable for infiltration. There is an existing stormwater 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 Starbucks building and new retail user. 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 Starbucks building and the minor grading that is taking place. The applicant is proposing to remove 12 significant trees. A few insignificant and dead trees will also be removed. The developer is proposing to save 33 significant trees. LANDSCAPING AND TREE REPLACEMENT PLAN The landscape plan will add several shrubs to the site in addition to new trees. The existing trees on the site cover the landscaping requirement for the existing retail building. The new landscaping proposed by the Starbucks building covers its landscaping requirements. The applicant is meeting tree replacement requirements by saving existing trees on the site and planting new trees in parking lot islands. The proposed landscape plan will bring the parking lot closer into compliance for parking lot islands. The northeast portion of the property will remain in its current condition until it is redeveloped. There will be a clause in the Development Agreement that if redevelopment does not occur, the Staff Report – 11609 Leona Road Redevelopment August 26, 2024 Page 7 7 northeast portion of the lot will be repaved and brought into compliance with City Code, including parking lot islands. SUSTAINABILITY At the beginning of 2024, City Council authorized the use of Sustainable Building Standards (SBS) for any new PUD seeking waivers from City Code. This standard requires buildings rezoned with a Planned Unit Development to meet a Sustainable Building Rating System designation, such as LEED, along with meeting the requirements of the Eden Prairie-specific overlay for renewable energy and EV charging. There are size requirements new buildings or additions must meet to be considered eligible. The new Starbucks building is requesting a waiver for the front yard setback, and will be over 2,000 square feet, meaning the new building will need to follow and satisfy the SBS requirements. The applicant in this case, however, is only securing the land entitlements for the project. A separate entity will finalize building construction plans and secure the building permit. Without the specific details of final design, the applicant is not able to provide further detail on the selected Sustainable Building Rating System or expected features. Instead, the applicant has agreed to include language in the Development Agreement requiring the building permit holder must meet the City’s SBS to proceed. The future building permit holder has also agreed to meet the requirements. City staff will work with the builders throughout the building permit and construction process to ensure the requirements of the SBS are met. SIGNS The existing freestanding signs will remain on the site and will be updated to reflect the new tenants through a separate permit process. The sign structures will be refurbished as part of the redevelopment of the site. 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. LIGHTING The lighting plan meets City Code requirements. PROJECT PHASING The remodel and partial demolition of the Office Depot building will be the first phase of the proposed redevelopment. Access to 11611 Leona Road will be available from Leona Road and the existing Den Road driveway. The new driveway access to Den Road will also be constructed during the first phase. Construction of the Starbucks will be the second phase. Access to 11611 Leona Road will be available from the existing and new Den Road driveways. The developer intends to ask for City Council to authorize the issuance of demolition and land alteration permits prior to the approval of the Development Agreement to be able to start construction yet this fall. As noted above, development is anticipated in the northeast corner of the lot. At this time, no user has Staff Report – 11609 Leona Road Redevelopment August 26, 2024 Page 8 8 been identified for this area. Any new use or building in the northeast corner of the site will require a Site Plan Review and Planned Unit Development (PUD) amendment review with both Planning Commission and City Council. The Development Agreement between the City and Told Development will include language to ensure that if redevelopment in the northeast corner does not occur, the parking lot will be improved and brought into compliance with City Code standards, including landscaping and parking lot islands. STAFF RECOMMENDATION Staff recommends approval of the following request: • Planned Unit Development Concept Review on 3.44 acres • Planned Unit Development District Review with waivers on 3.44 acres • Site Plan Review on 3.44 acres This is based on plans received August 20, 2024, the staff report dated August 26, 2024, and the Conditions of Approval outlined in the following section. CONDITIONS OF APPROVAL 1. Prior to the 1st reading by the City Council, the applicant must: A. Provide elevations confirming the detached trash enclosure complements the Starbucks building and meets City Code requirements. 2. 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 construction plans and project specifications for public infrastructure for review and approval by the City Engineer. D. Submit detailed utility and erosion control plans for review and approval by the City Engineer. E. Obtain and provide documentation of Watershed District approval. F. Notify the City and Watershed District 48 hours in advance of grading. G. Provide a construction grading limits and tree protection plan for review and approval by the City. H. Install erosion control at the grading limits of the property for review and approval by the City. I. Install fencing at the construction grading limits and tree protection areas as shown on the approved plans. J. Submit and receive written approval of an executed landscape agreement. K. Submit a landscaping letter of credit or escrow equivalent to 150% of the cost of the landscaping. Staff Report – 11609 Leona Road Redevelopment August 26, 2024 Page 9 9 L. Obtain written approval of a Wrecking Permit for the removal of building a portion of the existing retail building on the property. M. Submit a land alteration bond, letter of credit, or escrow surety equivalent to 125% of the cost of the land alteration. N. Provide proof that the Inspection and Maintenance Agreement for Private Stormwater Facilities has been recorded. 3. Prior to building permit issuance for the property, the applicant must: A. Provide Sustainable Building Standard documentation for the new building. 4. The following waivers are granted through the PUD for the project as indicated in the plans received August 20, 2024. A. Impervious Surface – City Code allows 30 percent of the lot area within the Shoreland Overlay District to be impervious surface. The existing site condition is 75 percent impervious surface. This waiver would allow up to 75 percent impervious surface for the 11609 Leona Road PUD Area. This waiver is consistent with the essential character of the locality and is a reasonable use of the property due to the measures being taken to protect and enhance the quality and character of the shoreland. B. 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 would allow the building in the northwest portion of the lot to encroach into the front yard setback up to eight (8) feet, allowing a 27-foot setback. 5. 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 at the new building. D. Complete construction of the trash enclosures. E. Complete implementation of the approved exterior materials and colors plan. kimley-horn.com 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 651-393-6154 MEMORANDUM To: Director of Community Development City of Eden Prairie 8080 Mitchell Road, Eden Prairie, MN 55344 From:Matthew Lingam, Project Manager Kimley-Horn and Associates, Inc. Date:July 19, 2024 Subject:Flying Cloud Dr & Leona Road Development – Eden Prairie, MN This project narrative is to detail our application for Site Plan Approval to redevelop the existing Office Depot building parcel. The existing building will be modified to reduce the overall footprint to an approximately 18,500 square foot retail use. Additionally, the redevelopment proposes an additional building on the northwest side of the property that will be a restaurant with drive-thru use. The existing property is zoned Regional Service Commercial and the City Guide Frame Land Use Plan designation of Regional Commercial (current & 2040). The property is not in flood plain, wetland, airport zone, environmentally sensitive area or an area known to be culturally and archeologically significant. The proposed site provides for access from existing entries to the site from Leona Road and Den Road and proposes an additional access drive off Den Road to improve the overall flow of the site. The majority of the traffic will turn on Leona Road from Flying Cloud Drive and access the site from a western approach. The project will be phased such that the landlocked adjacent multi-tenant building to the south of the property will be accessible to customers throughout construction. The project site will include two buildings on the parcel and each building will meet the required parking for each use. In addition to the provided parking, landscaping and utility improvements will be provided for each proposed use. The drive through use proposes 18 stacking spaces, which is deemed more than sufficient for the proposed restaurant use. The anticipated peak number of stacking spaces is 17 cars. The project also proposes three mobile order pickup parking spaces to help alleviate the drive through demand and maximize the efficiency of the order process. Each proposed use will include a trash enclosure, which will be screened on all sides and meet city code requirements. Bike racks are proposed at each proposed building to accommodate alternative transportation methods. The proposed site has been designed to accommodate traffic and pedestrian flow between proposed uses, as well as account for vehicular and pedestrian safety. The three existing monument signs on the property will all receive cosmetic improvements. The project proposes lighting improvements to enhance the visibility and safety of the site. Page 2 kimley-horn.com 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 651-393-6154 A large portion of the existing site drains to the existing aboveground stormwater pond along the western portion of the site, and eventually into the city’s stormwater system along Flying Cloud Drive. The remaining portion of the site drains undetained to the city’s stormwater system to the east side of the site along Den Road. The proposed project will reduce the overall impervious coverage on-site and will continue to utilize the existing system, as well as detain and treat the existing undetained drainage on the east side of the site. The applicant team is working with the Riley Purgatory Bluff Creek Watershed District to meet the required stormwater requirements for the project site. The existing site contains trees within the parking area and along the perimeter of the property. Existing trees will be removed and replaced as deemed necessary and a tree inventory and preservation plan will be included with the project. The existing trees along Flying Cloud Drive will be trimmed to improve the visibility of the proposed development. The proposed landscaping improvements will greatly enhance the site’s overall landscaping and exceed the city’s minimum code standards. 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 design intent of the renovation of the existing Office Depot is to create more contemporary image with the new entry feature. The use of wood-look panels, EIFS and additional storefront glass is an upgrade to the development. The new restaurant will incorporate the same brick and wood-look panels in a similar design in order to compliment the architectural theme. The proposed schedule has construction starting for the existing building demolition by September 2024 (pending regulatory approvals) and the northwest parcel by October 2024 (pending regulatory approvals). Parties Involved: Applicant Matthew Lingam Kimley-Horn and Associates, Inc. Architect of Record Kathy Anderson Architectural Consortium Property Owner Trent Mayberry Ridgecrest Eden Prairie II LLC Page 3 kimley-horn.com 11995 Singletree Lane, Suite 225, Eden Prairie, MN 55344 651-393-6154 Landscape Architect Ryan Hyllested Kimley-Horn and Associates, Inc. Civil Engineer Matthew Lingam Kimley-Horn and Associates, Inc. Type of Business: The type of business of the modified existing building will be a retail use with standard business hours for the proposed use. The use for the northwest parcel will be a restaurant use with associated drive- thru and will have standard business hours for the use. Thank you for the thorough review of the project. Please contact me with any questions regarding the proposed Flying Cloud Dr and Leona Rd Development. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Matthew Lingam D.PROJECT NARRATIVE A written narrative shall accompany each land development request. This is the developer’s opportunity to describe the project to the public, Planning Commission, and City Council prior to public meetings and will be posted on the City website. It should describe the project, its relationship to the Comprehensive Guide Plan, surrounding land uses, and compliance with zoning regulations. The narrative should also include the following: 1. General description of the request or proposal. Please see the attached cover letter. 2. City Guide Plan framework. Please see the attached cover letter. 3. Zoning classification(s). The current zoning is Regional Service Commercial (C-REG-SER) and is consistent with the existing and proposed land use. 4. Variances or PUD waivers requested (if applicable). The development of this corner site does necessitate two variance requests: 35’ corner street building set back in the underlying zoning, proposed setback of 27’ in the NW corner. This project is within the shoreland zone of Lake Idlewild and requires the impervious surface to not exceed 30%. The proposed impervious surface is 73% (a decrease from the existing 75% condition) and has been reduced to the greatest extent practical. 5. Existing and proposed land uses of project site and adjacent properties The existing use of the 3.44-acre site is an Office Depot. The proposed land use is a drive-through restaurant use and a retail use. 6. List of sustainability components, elements, and features that will be incorporated into the project. Identify if project is expected to be subject to the City’s Sustainable Building Standard. The project is expected to be subject to the City’s Sustainable Building Standard. The project will incorporate sustainability components. Elements, and features as required by the City. The project will include two EV charging stalls. 7. Summary of landscaping and/or tree replacement. The project proposes new landscaping and trees throughout the site. Existing trees in poor condition will be removed and replaced with enhanced trees. The landscaping throughout the site will be greatly improved as a result of the project. 8. Phasing and construction schedule. The proposed schedule has construction starting for the existing building demolition by September 2024 (pending regulatory approvals) and the northwest parcel by October 2024 (pending regulatory approvals). 9. Development method (i.e., sales, lease, owner occupied). TOLD owns the land and will be entering into a lease agreement with each proposed tenant who will operate their respective uses on site. 10. Legal instruments, association documents, easements, covenants, and restrictions. Identify any Right of Way or easements will be requested to be vacated. The vacation of Right of Way or easements is a separate process and must be coordinated with the final platting process. TOLD has entered into a lease agreement with each proposed tenant. In addition, TOLD and the adjacent property owner intend to sign a Reciprocal Easement Agreement (REA) that accounts for shared access and utilities. 11. Housing or land/building use profile (i.e., square foot of building, site area, Floor Area Ratio, Base Area Ratio, amount of parking, etc.). GENERAL NOTES FROM SITE PLAN: 1. PROPOSED SETBACKS: FRONT BUILDING SETBACK = 35 FT (meets code) FRONT PARKING SETBACK = 10 FT. (meets code) CORNER SIDE BUILDING SETBACK = 27 FT. (variance from 35’) CORNER SIDE PARKING SETBACK = 10 FT. (meets code) REAR BUILDING SETBACK = 20 FT. (meets code) REAR PARKING SETBACK = 10 FT. (meets code) SIDE BUILDING SETBACK = 20 FT. (meets code) SIDE PARKING SETBACK = 10 FT. (meets code) 2. ZONING EXISTING ZONING = C-REG-SER: REGIONAL SERVICE COMMERCIAL PROPOSED ZONING = C-REG-SER: REGIONAL SERVICE COMMERCIAL 3. PARKING SUMMARY QSR USE SURFACE REGULAR STALLS = 19 SURFACE HANDICAPPED STALLS = 2 TOTAL STALLS PROVIDED = 21 PARKING RATIO = 8.58 / 1000 SF REQUIRED PARKING- TYPE 1 RESTAURANT = 1/ 2.5 SEATS PROPOSED SEATS= 50 REQUIRED STALLS PER CODE = 20 RETAIL USE SURFACE REGULAR STALLS = 146 SURFACE HANDICAPPED STALLS = 4 TOTAL STALLS PROVIDED = 150 PARKING RATIO = 8.11 / 1000 SF REQUIRED PARKING - RETAIL = 4.5/ 1,000 SF REQUIRED STALLS PER CODE = 93 4. AREA/DENSITY TOTAL PLAT AREA = 149,849 SQ.FT. OR 3.44 AC. QSR BUILDING AREA TOTAL= 2,447 SQ.FT. RETAIL BUILDING AREA TOTAL= 18,500 SQ.FT. BASE AREA RATIO = 0.14 PROPOSED PROJECT DISTURBED AREA= 96,090 SQ.FT OR 2.20 AC AGGREGATE PERVIOUS SURFACE AREA = 40,420 SQ.FT. OR 0.93 AC. = 27.97% AGGREGATE IMPERVIOUS SURFACE AREA = 109,429 SQ.FT OR 2.51 AC.= 73.03% AGGREGATE DECREASE IN IMPERVIOUS SURFACE AREA= 2,588 SF OR 0.06 AC 12. Signage (locations, sizes, materials, and details). Existing monument signage will remain, and improvements will be made to the façade. 13. Lighting (locations, type, and height) including photometric information. See submitted photometric plan. 14. Transportation capacity, impacts, Average Daily Trips, trip distributions, a.m. and p.m. peak hour movements, and sight lines at access points to public roads (May be a separate document). Traffic study by City. 15. Phase l Environmental Assessment (may be a separate document). See submitted document. 16. Environmental Assessment Worksheet or Environmental Impact Statement (if applicable). N/A 17. Shoreland Ordinance/Floodplain restrictions (if applicable). This project is within the shoreland zone of Lake Idlewild and requires the impervious surface to not exceed 30%. The proposed impervious surface is 73% (a decrease from the existing 75% condition) and has been reduced to the greatest extent practical. 18. Airport Zones (if applicable). Identify if the property is in JAZB zones A, B, or C. N/A 19. Disposition of any excess land. The site is maximized, there is no excess land. 20. Limits of disturbance (including area and volume (cut/fill analysis) of the earthwork proposed). PROPOSED PROJECT DISTURBED AREA= 96,090 SQ.FT OR 2.20 AC PROPOSED CUT/FILL VOLUME = 605 CY FILL 21. Summary of the stormwater management report. Projects that have land disturbance of greater than or equal to one acre (including projects of less than one acre that are part of a larger common plan of development or sale) shall also include a summary of the information required in part T of this handbook. See submitted stormwater report. 22. Water and Wetlands (including discussion of any identified water resource features including type of feature, shoreland classification(s), flood elevations, and determination of whether public waters and/or wetlands are present on or adjacent to the property). N/A 23. Wildlife and endangered species (identify habitats, type, location, impacts and any mitigating measures that would be required). There are no significant wildlife habitat areas. 24. Soils Classifications (including building, street, utility, or stormwater runoff management constraint and/or, special conditions of construction). On site soils are classified as type D and do not allow for infiltration. 25. Existing structures (include historic features, e.g., foundations). Nothing on the site is historical. A portion of the existing approximately 31,000 SF building will be demolished. 26. Steep slopes (slopes in excess of 12% and/or elevation difference of 30 feet or more) as defined in City Code Section 11.60 and bluffs as defined in City Code Shoreland Section 11.50. There are steep slopes due to the existing stormwater pond on the west side of the site. No retaining walls will be required on site. 27. Any other relevant issues associated with the project not already addressed. N/A 28. Ownership – Identify all owners legal and equitable of all encumbrances and easements upon the land within the proposed PUD. N/A 29. Developer – Identify all parties involved in the development including their previous experience and the nature and extent of their participation.Please refer to the submitted document for an introduction to Told Development Co. 30. Financing the project – Identify the source and type of financing of project including public financing. This project will be privately financed. 31. Housing or land/building use profile, including computations of gross/leasable square footage, housing unit breakdown to square foot, bedrooms, person per unit, parking requirements, etc. N/A 32. For telecommunication towers – information related to height, setback, colocation requirements, tower and antennae design, mechanical equipment location as outlined in City Code Section 11.06. N/A 33. Description of compliance with Inclusionary Housing requirements (Multifamily Residential Projects only). N/A PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 T 16 5 18918 16 12 LEONA ROAD FL Y I N G C L O U D D R I V E DE N R O A D PROPOSED RETAIL ±18,500 SF FFE: 897.62 EVCHARGINGEVCHARGING TA K E TU R N S NO PARKING 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 \ C 4 - S I T E P L A N . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 2 8 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 LEGENDPROPERTY SUMMARY TOTAL PROPERTY AREA 3.44 AC / 149,849 SF DISTURBED AREA 2.20 AC / 96,090 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 2.51 AC / 109,429 SF / 73.03% PROPOSED PERVIOUS AREA 0.93 AC / 40,420 SF / 27.97% NET DECREASE IN IMPERVIOUS AREA 0.06 AC / 2,588 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' LOT REQUIREMENTS MINIMUM WIDTH= 80' MINIMUM DEPTH = 100' 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. 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 . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 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 05 / 2 0 / 2 0 2 4 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 RIGHT OF WAY 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 BUILDING DATA SUMMARY AREAS QSR BUILDING AREA 2,447 SF RETAIL BUILDING AREA 18,500 SF BAR & FAR 0.14 PARKING REQUIRED TYPE 1 RESTAURANT PARKING 20 SPACES @ 1/2.5 SEATS REQUIRED RETAIL PARKING 93 SPACES @ 5/1,000 SF TOTAL REQUIRED PARKING 113 SPACES TOTAL PROPOSED PARKING 171 SPACES ADA STALLS REQ'D / ADA STALL PROVIDED 5 STALLS / 6 STALLS PARKING RATIO SUMMARY PARKING QSR PROVIDED PARKING 21 SPACES @ 8.58/1,000 SF RETAIL PROVIDED PARKING 150 SPACES @ 8.11/1,000 SF MATCH LINE PARKING SUMMARY EXISTING VS PROPOSED PARKING TOTAL EXISTING PARKING 183 SPACES TOTAL PROPOSED PARKING 171 SPACES LIMITS OF DISTURBANCE, OFFSET 2' FOR CLARITY STORMWATER MANAGEMENT AREA SEE STORM SEWER PLAN FOR DETAILS PATIOPROPOSED QSR ±2,447 SF FFE: 896.851 2 3 4 5 6 7 8 9 12 14 17 T 16 11 15 16 1 3 5 LEONA ROAD FL Y I N G C L O U D D R I V E 10 PROPOSED RETAIL ±18,500 SF FFE: 897.62 18 EV CHARGING EV CHARGING TA K E TU R N S 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' 5. 0 ' 7. 0 ' 5. 0 ' 18 . 0 ' 9.0' R10.0' R3.0'R8.0' R20.0' R20.0' 5. 0 ' R25.0' 5.0' 24.0' 6.0' R8.0' R15.0' 5.0' 35' BUILDING SETBACK 35' BUILDING SETBACK 10' PARKING SETBACK EXISTING MONUMENT SIGN 10' PARKING SETBACK W F T U I B B B B O CC X V L L H AA Z Y DD Q BB I F F C L L J O O D D L L L A A A Y W J A A A G GG GG EXISTING HYDRANT F D J D 10' DRAINAGE & UTILITY EASEMENT F C AC J A D D F II D C C C R EE FF F C CC 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. 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 . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 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 05 / 2 0 / 2 0 2 4 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 \ C 4 - S I T E P L A N . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 2 8 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 NORTH Know what'sbelow. before you dig.Call R 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 "NO PARKING" SIGN IN BOLLARD - SEE DETAIL ACCESSIBLE CURB RAMP - SEE DETAIL CONCRETE WHEEL STOP- SEE DETAIL 6" CONCRETE FILLED PIPE BOLLARD - 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 PAINTED WHITE DIRECTIONAL ARROW - SEE DETAIL PAINTED WHITE CROSSWALK - SEE DETAIL 24" WIDE PAINTED WHITE STOP BAR - SEE DETAIL ADA PARKING SIGN IN BOLLARD - SEE DETAIL STOP SIGN - SEE DETAIL "DO NOT ENTER SIGN" - SEE DETAIL EV CHARGING STATION- REFER TO MEP PLANS MONUMENT SIGN - REFER TO ARCHITECTURAL PLANS 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 "THANK YOU / EXIT ONLY" SIGNAGE -- FOOTING & CONDUIT "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 MOUNTABLE CURB- SEE DETAIL COMMERCIAL DRIVEWAY APRON- SEE DETAIL TRUNCATED DOMES- 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 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 SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION LANDSCAPE AREA SEE LANDSCAPE PLAN FOR DETAILS MATCH LINE PROPOSED SUBDIVISION LINE LIMITS OF DISTURBANCE, OFFSET 2' FOR CLARITY STORMWATER MANAGEMENT AREA SEE STORM SEWER PLAN FOR DETAILS PATIOPROPOSED QSR ±2,447 SF FFE: 896.851 2 3 4 5 6 7 8 9 12 14 17 T 16 11 15 16 1 3 5 18918 16 12 LEONA ROAD DE N R O A D 10 PROPOSED RETAIL ±18,500 SF FFE: 897.62 18 EV CHARGING EV CHARGING TA K E TU R N S 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 ' 27.0'31.0'27.0' 24 . 0 ' 24.0' 12 . 0 ' 12.0' 5. 0 ' 7. 0 ' 5. 0 ' 18 . 0 ' 9.0' R8.0' R3.0' R20.0' R20.0' R8.0' R8.0'R5.0' R10.0' R3.0'R8.0' R20.0' R20.0' 5. 0 ' R25.0' 5.0' 24.0' 24 . 0 ' 6.0' R8.0' R15.0' 5.0' 10' PARKING SETBACK 35' BUILDING SETBACK 10' PARKING SETBACK 35' BUILDING SETBACK 10' PARKING SETBACK W F T U I B B B B O CC X V V L L H AA Z Y DD Q BB I I I I F F C L L L L L L L LLL J J J C A C A O O O O D D D L L L EXISTING MONUMENT SIGN EXISTING MONUMENT SIGN A A A A A A A Y W J A A A G E E J GG GG A D D F II EXISTING TRANSFORMER B B B D D D 10' DRAINAGE & UTILITY EASEMENT J D 10' DRAINAGE & UTILITY EASEMENT F C AC J A D D F II D FUTURE PROPOSED LANDSCAPE ISLANDS EXISTING PARKING AREA TO BE RESURFACED & RESTRIPED IF ANTICIPATED FUTURE DEVELOPMENT DOES NOT OCCUR WITHIN THE SPECIFIED TIME AGREED UPON BETWEEN CITY & DEVELOPER C C C R EE FF F C CC F F D D 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. 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 . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 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 05 / 2 0 / 2 0 2 4 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 \ C 4 - S I T E P L A N . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 2 8 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 NORTH Know what'sbelow. before you dig.Call R C401 C4 0 1 LEGEND 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 "NO PARKING" SIGN IN BOLLARD - SEE DETAIL ACCESSIBLE CURB RAMP - SEE DETAIL CONCRETE WHEEL STOP- SEE DETAIL 6" CONCRETE FILLED PIPE BOLLARD - 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 PAINTED WHITE DIRECTIONAL ARROW - SEE DETAIL PAINTED WHITE CROSSWALK - SEE DETAIL 24" WIDE PAINTED WHITE STOP BAR - SEE DETAIL ADA PARKING SIGN IN BOLLARD - SEE DETAIL STOP SIGN - SEE DETAIL "DO NOT ENTER SIGN" - SEE DETAIL EV CHARGING STATION- REFER TO MEP PLANS MONUMENT SIGN - REFER TO ARCHITECTURAL PLANS 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 "THANK YOU / EXIT ONLY" SIGNAGE -- FOOTING & CONDUIT "MOBILE ORDER PARKING ONLY" SIGN IN BOLLARD- LL TO PROVIDE POST & BOLLARD 2' HIGH KNEE WALL, SEE ARCH PLANS FOR DETAILS DIRECTIONAL SIGNAGE UTILITY SCREENING FENCE DRIVE THRU TIME LOOP, REFER TO MEP PLANS FOR DETAILS MOUNTABLE CURB- SEE DETAIL COMMERCIAL DRIVEWAY APRON- SEE DETAIL TRUNCATED DOMES- 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 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 SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION LANDSCAPE AREA SEE LANDSCAPE PLAN FOR DETAILS MATCH LINE PROPOSED SUBDIVISION LINE LIMITS OF DISTURBANCE, OFFSET 2' FOR CLARITY STORMWATER MANAGEMENT AREA SEE STORM SEWER PLAN FOR DETAILS PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 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 RETAIL ±18,500 SF FFE: 897.62 EVCHARGINGEVCHARGING TA K E TUR N S NO PARKING 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 A C C A A A BB B A B A A A A B 525354 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. 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 \ 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 A u g u s t 1 9 , 2 0 2 4 - 1 2 : 2 7 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 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: 12 TREES / 159.5 CAL. IN. Any deciduous tree between 12" and 32" dia. or conifer 8" to 24" dia.. SIGNIFICANT TREE MITIGATION REQUIRED:15.99 CAL. IN. [(159.5/795.5) X 0.5] X 159.5 = 15.99 CAL. IN. [(A/B) X C] X A = D A = TOTAL DIAMETER INCHES OF SIGNIFICANT TREES LOST B = TOTAL DIAMETER INCHES OF SIGNIFICANT TREES ON SITE C = TREE REPLACEMENT CONSTANT (.5) D = REPLACEMENT TREES (CAL. INCHES) SIGNIFICANT MITIGATION PROVIDED:54 CAL. IN., SEE LANDSCAPE PLAN 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 05 / 2 0 / 2 0 2 4 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 05 / 2 0 / 2 0 2 4 AS S H O W N CF K CF K RA H NORTH 0000 0000 LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SODDING / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) EXISTING TREE TO REMAIN (TYP.) BOULDER (TYP.) A B C D E F G PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 1 2 3 4 5 6 7 8 9 12 14 17 T 11 15 16 1 3 LEONA ROAD FL Y I N G C L O U D D R I V E DE N R O A D 10 PROPOSED RETAIL ±18,500 SF FFE: 897.62 18 EVCHARGINGEVCHARGING TA K E TUR N S NO PARKING D D 8' 7'6' 18'18' 6' 10 ' 8'8'8'9' 5' 7'7' 12 ' 7'7' 18' 18 ' 5' 9' 8'8' D SEEDING KEYNOTES SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.)33-261 22-112 NOTE: SEED ALL DISTURBED AREAS OF STORMWATER BASIN WITH MNDOT SEED MIX 33-261 STORMWATER SOUTH & WEST. ALL SEED MIXES SHALL INCLUDE PROPER EROSION CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER/SUPPLIER SPECIFICATION AND REQUIREMENTS. 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 \ L 1 - L A N D S C A P E P L A N . D W G A u g u s t 1 9 , 2 0 2 4 - 1 2 : 3 0 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 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 123.3 CAL. INCHES (2,447 G.S.F. + (18,500 G.S.F.*2)) / 320= STARBUCKS + PLANET FITNESS 720.83 CAL. INCHES 636 CAL. IN. EX. TREES + 54 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 145. CAL. IN. EX. CONIFEROUS TREES, 343 CAL. IN. EX. OVERSTORY TREES, 148 CAL. IN. EX. ORNAMENTAL TREES UNDERSTORY TREES MAY MAKE UP NO MORE THAN 20% OF TOTAL TREE CALIPERS REQUIRED 24.66 CAL. IN. / 20% = 123.3 CAL. IN. X 0.2 >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 REPLACEMENT RATIO: 6 SHRUBS = 3 CAL. INCHES 12.33" - 30.83" TREE INCHES REQUIRED TO BE SHRUBS 339.5" ((186 SHRUBS / 6)*3) + ((493 PERENNIALS / 6)*3) PLANTING BEDS MAY REPLACE UP TO 25% OF THE REQUIRED CALIPER INCHES FOR TREES REPLACEMENT RATIO: 500 S.F. OF PLANTING BEDS = 3 CAL. INCHES 30.83" OF TREES MAY BE REPLACED BY PLANTING BEDS 30.83" 5,402 S.F. OF PLANTING BED = (5,402 / 500) x 3 DIVERSITY REQUIREMENT: NO MORE THAN 30% OF PROPOSED TREES SHALL BE OF THE SAME SPECIES 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. 3,512 S.F. / 5% =70,244 S.F.*0.05 5,402 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 05 / 2 0 / 2 0 2 4 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 05 / 2 0 / 2 0 2 4 AS S H O W N CF K CF K RA H NORTH PATIOPROPOSED QSR ±2,447 SF FFE: 896.851 2 3 4 5 6 7 8 9 12 14 17 T 11 15 16 1 3 LEONA ROAD DE N R O A D 10 PROPOSED RETAIL ±18,500 SF FFE: 897.62 18 EV CHARGING EV CHARGING TA K E TU R N S NO PARKING B B B A B E B B D D D D D D D D C A A B C D D 8'PARKING LOT ISLAND AREA 264 S.F.PARKING LOT ISLAND AREA 259 S.F. PARKING LOT ISLAND AREA 55 S.F. PARKING LOT ISLAND AREA 399 S.F.PARKING LOT ISLAND AREA 85 S.F. PARKING LOT ISLAND AREA 241 S.F.PARKING LOT ISLAND AREA 201 S.F. PARKING LOT ISLAND AREA 241 S.F. PARKING LOT ISLAND AREA 201 S.F. PARKING LOT ISLAND AREA 241 S.F.PARKING LOT ISLAND AREA 197 S.F. PARKING LOT ISLAND AREA 141 S.F. PARKING LOT ISLAND AREA 444 S.F.PARKING LOT ISLAND AREA 445 S.F.PARKING LOT ISLAND AREA 169 S.F. PARKING LOT ISLAND AREA 322 S.F. PARKING LOT ISLAND AREA 218 S.F.PARKING LOT ISLAND AREA 218 S.F. PARKING LOT ISLAND AREA 295 S.F. PARKING LOT ISLAND AREA 253 S.F. F 7' 6' 18'18' 6' 10 ' 8'8'8'9' 5' 7'7' 12 ' 7'7' 18' 18 ' 5' 9' 8'8' F SEED ALL DISTURBED SIDE SLOPES, HIGH WATER LEVEL (HWL)TO NORMAL WATER LEVEL (NWL), AND BOTTOM WITH MNDOT SEED MIX 33-261 STORMWATER SOUTH AND WEST. DISTURBANCE ABOVE THE HWL TO BE SODDED. F D D LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SODDING / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) 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 / BOTANICAL NAME CONTAINER CAL.SIZE OVERSTORY TREE BOL 4 BOULEVARD LINDEN / TILIA AMERICANA `BOULEVARD`B & B 2.5" CAL. CSO 4 CRIMSON SPIRE OAK / QUERCUS ROBUR X ALBA `CRIMSCHMIDT`B & B 2.5" CAL. KCY 2 ESPRESSO KENTUCKY COFFEETREE / GYMNOCLADUS DIOICA `ESPRESSO`B & B 2.5" CAL. SYMBOL CODE QTY COMMON / BOTANICAL NAME CONTAINER SPACING SIZE CONIFEROUS SHRUBS GOJ 3 GREY OWL JUNIPER / JUNIPERUS VIRGINIANA `GREY OWL`#5 CONT.4` O.C. SGJ 10 SEA GREEN JUNIPER / JUNIPERUS CHINENSIS `SEA GREEN`#5 CONT.5` O.C. DECIDUOUS SHRUBS BLC 8 IROQUOIS BEAUTY BLACK CHOKEBERRY / ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM #5 CONT.4` O.C. DBH 12 DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA #5 CONT.4` O.C. GLS 14 GRO-LOW FRAGRANT SUMAC / RHUS AROMATICA `GRO-LOW`#5 CONT.4` O.C. LDN 4 LITTLE DEVIL NINEBARK / PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM #5 CONT.4` O.C. SEM 10 SEM FALSESPIREA / SORBARIA SORBIFOLIA `SEM`#5 CONT.3` O.C. ORNAMENTAL GRASSES HMS 41 HEAVY METAL SWITCHGRASS / PANICUM VIRGATUM 'HEAVY METAL'#1 CONT.3` O.C. NSG 24 NORTHWIND SWITCH GRASS / PANICUM VIRGATUM 'NORTHWIND'#1 CONT.24" O.C. PERENNIALS BES 42 BLACK-EYED SUSAN / RUDBECKIA FULGIDA `GOLDSTURM`#1 CONT.18" O.C.18" OC WLC 30 WALKER'S LOW CATMINT / NEPETA X FAASSENII 'WALKER'S LOW'#1 CONT.30" O.C. PLANT SCHEDULE ENLARGEMENT 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 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 \ L 1 - L A N D S C A P E P L A N . D W G A u g u s t 1 9 , 2 0 2 4 - 1 2 : 3 1 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 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 05 / 2 0 / 2 0 2 4 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 05 / 2 0 / 2 0 2 4 AS S H O W N CF K CF K RA H NORTH PATIOPROPOSED QSR ±2,447 SF FFE: 896.851 2 3 4 5 6 7 8 9 12 14 17 T 11 15 16 1 3 LEONA ROAD FL Y I N G C L O U D D R I V E 10 PROPOSED RETAIL ±18,500 SF FFE: 897.62 18 EV CHARGING EV CHARGING TA K E TU R N S NO PARKING B B D D D D D D C A A B C 8'PARKING LOT ISLAND AREA 264 S.F.PARKING LOT ISLAND AREA 259 S.F. PARKING LOT ISLAND AREA 55 S.F. PARKING LOT ISLAND AREA 399 S.F.PARKING LOT ISLAND AREA PARKING LOT ISLAND AREA PARKING LOT ISLAND AREA 253 S.F. 5' 9' 8'8' F SEED ALL DISTURBED SIDE SLOPES, HIGH WATER LEVEL (HWL)TO NORMAL WATER LEVEL (NWL), AND BOTTOM WITH MNDOT SEED MIX 33-261 STORMWATER SOUTH AND WEST. DISTURBANCE ABOVE THE HWL TO BE SODDED. F D D LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SODDING / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) 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 / BOTANICAL NAME CONTAINER CAL. ORNAMENTAL TREE PRC 3 PRAIRIE ROSE CRABAPPLE / MALUS IOENSIS `PRAIRIE ROSE`B & B 1.5" CAL. OVERSTORY TREE ABM 2 AUTUMN BLAZE MAPLE / ACER X FREEMANII `AUTUMN BLAZE`B & B 2.5" CAL. IHL 1 IMPERIAL HONEYLOCUST / GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`B & B 3" CAL. SYMBOL CODE QTY COMMON / BOTANICAL NAME CONTAINER SPACING PERENNIALS AND GRASSES BHB 6 BLUE HEAVEN LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' PP #17,310 #1 CONT 36" O.C. CONIFEROUS SHRUBS GOJ 6 GREY OWL JUNIPER / JUNIPERUS VIRGINIANA `GREY OWL`#5 CONT.4` O.C. HZA 10 HETZ MIDGET ARBORVITAE / THUJA OCCIDENTALIS `HETZ MIDGET`#5 CONT.3` O.C. MDJ 5 MEDORA JUNIPER / JUNIPERUS SCOPULORUM `MEDORA`#5 CONT.4` O.C. SGJ 16 SEA GREEN JUNIPER / JUNIPERUS CHINENSIS `SEA GREEN`#5 CONT.5` O.C. TCA 5 TECHNY ARBORVITAE / THUJA OCCIDENTALIS `TECHNY`#5 CONT.5` O.C. DECIDUOUS SHRUBS ANH 6 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 10 DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA #5 CONT.4` O.C. GGD 6 GARDEN GLOW DOGWOOD / CORNUS HESSEI `GARDEN GLOW`#5 CONT.5` O.C. GLS 3 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. SEM 10 SEM FALSESPIREA / SORBARIA SORBIFOLIA `SEM`#5 CONT.3` O.C. ORNAMENTAL GRASSES HMS 23 HEAVY METAL SWITCHGRASS / PANICUM VIRGATUM 'HEAVY METAL'#1 CONT.3` O.C. KFG 29 KARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`#1 CONT 30" O.C. NSG 55 NORTHWIND SWITCH GRASS / PANICUM VIRGATUM 'NORTHWIND'#1 CONT.24" O.C. PDS 37 PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS #1 CONT.24" O.C. PERENNIALS AFS 20 AUTUMN FIRE SEDUM / SEDUM X 'AUTUMN FIRE'#1 CONT.24" O.C. BES 31 BLACK-EYED SUSAN / RUDBECKIA FULGIDA `GOLDSTURM`#1 CONT.18" O.C. RBS 19 RUBY STAR CONEFLOWER / ECHINACEA PURPUREA 'RUBINSTERN'#1 CONT.2` O.C. WLC 54 WALKER'S LOW CATMINT / NEPETA X FAASSENII 'WALKER'S LOW'#1 CONT.30" O.C. PLANT SCHEDULE ENLARGEMENT A 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 \ L 1 - L A N D S C A P E P L A N . D W G A u g u s t 1 9 , 2 0 2 4 - 1 2 : 3 0 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 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 05 / 2 0 / 2 0 2 4 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 05 / 2 0 / 2 0 2 4 AS S H O W N CF K CF K RA H NORTH LEVEL ONE 0" B.O. CANOPY 11' -0" T.O. PARAPET 18' -0" BK-2 BK-1 ST-1 BK-2 BK-1 T.O. UPPER PARAPET 19' -0" MTL-1CMP-1MTL-1 RTU SCREEN LEVEL ONE 0" B.O. CANOPY 11' -0" T.O. PARAPET 18' -0" BK-1 BK-2 BK-1 ST-1 BK-2 T.O. UPPER PARAPET 19' -0" RTU SCREEN B.O.CANOPY 11' -0" LEVEL ONE 0" B.O. CANOPY 11' -0" T.O. PARAPET 18' -0" BK-2 BK-1 ST-1 BK-1 T.O. UPPER PARAPET 19' -0" CMP-1 MTL-1 RTU SCREEN LEVEL ONE 0" B.O. CANOPY 11' -0" T.O. PARAPET 18' -0" BK-2 BK-1 ST-1 BK-2 ST-1 T.O. UPPER PARAPET 19' -0" MTL-1 CMP-1 RTU SCREEN BK-2BK-2BK-2 SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2024 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 STARBUCKS TEMPLATE VERSION: i2024.04.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. ARCHITECT OF RECORD THIS DRAWING IS A DESIGN DEVELOPMENT DOCUMENT. SITE SPECIFIC MODIFICATIONS MADE UNDER THE RESPONSIBLE CHARGE OF THE ARCHITECT AND/OR ENGINEER-OF-RECORD WILL BE REQUIRED PRIOR TO USING THIS DOCUMENT FOR BIDDING, PERMITTING, OR CONSTRUCTION. A203 105951-001 08/16/2024 FL Y I N G C L O U D D R & LE O N A R D IN T E R S E C T I O N O F F L Y I N G C L O U D DR & L E O N A R D ED E N P R A I R I E , M N 5 5 3 4 4 85726 JACKIE PARKS ANAM SHEIK SHEILA HULL EXTERIOR ELEVATIONS -PRESENTATION Revision Schedule Rev Date By Description Scale:3/16" = 1'-0"2 EXTERIOR ELEVATION - EAST Scale:3/16" = 1'-0"4 EXTERIOR ELEVATION - WEST Scale:3/16" = 1'-0"1 EXTERIOR ELEVAVTION - NORTH Scale:3/16" = 1'-0"3 EXTERIOR ELEVATION - SOUTH FINISH LEGEND PRODUCT: BRICK (BK-1) MANUFACTURER: BELDEN BRICK COLOR: TUDOR BLEND PRODUCT: BRICK (BK-2) MANUFACTURER: BELDEN BRICK COLOR: MIDLAND BLEND PRODUCT: STACKED STONE (ST-1) MANUFACTURER: ELDORADO STONE COLOR: DARK RUNDLE STFR-1 PREFINIHSED ALUMINIUM STOREFRONT (COLOR - MATTE... 4 1/2" THERMALLY BROKEN MTL -2 METAL PREFINISHED BRAKE METAL MATCH STOREFRONT N/A MTL-1 PREFINISHED COPING 23 SF 2.2 MTL-3 METAL BASE 26 SF 2.5 CMP-1 COMPOSITE METAL PANELS MATCH STOREFRONT 18 SF 1.8 ST-2 STONE COPING 4 SF 0.4 ST-1 STONE 83 SF 8.2 BR-2 BRICK RUNNING BOND 552 SF 54 BR-2 BRICK SOLDIER COURSE 26 SF 2.5 BR-1 BRICK RUNNING BOND 284 SF 27 FINISH CODE DESCRIPTION COMMENTS AREA PERCENTAGE EXTERIOR ELEVATION NORTH STFR-1 PREFINIHSED ALUMINIUM STOREFRONT (COLOR - MATTE... 4 1/2" THERMALLY BROKEN MTL -2 METAL PREFINISHED BRAKE METAL MATCH STOREFRONT 50 SF 6 MTL-1 PREFINISHED COPING 25 SF 2.9 MTL-3 METAL BASE 26 SF 3 CMP-1 COMPOSITE METAL PANELS MATCH STOREFRONT 113 SF 13 ST-2 STONE COPING 5 SF 0.5 ST-1 STONE 100 SF 11 BR-2 BRICK RUNNING BOND 360 SF 42 BR-2 BRICK SOLDIER COURSE 33 SF 3.9 BR-1 BRICK RUNNING BOND 140 SF 16 FINISH CODE DESCRIPTION COMMENTS AREA PERCENTAGE EXTERIOR ELEVATION SOUTH STFR-1 PREFINIHSED ALUMINIUM STOREFRONT (COLOR - MATTE... 4 1/2" THERMALLY BROKEN MTL -2 METAL PREFINISHED BRAKE METAL MATCH STOREFRONT 46 SF 7 MTL-1 PREFINISHED COPING 18 SF 2.5 MTL-3 METAL BASE 21 SF 3 CMP-1 COMPOSITE METAL PANELS MATCH STOREFRONT 42 SF 6 ST-2 STONE COPING 3 SF 0.4 ST-1 STONE 54 SF 8 BR-2 BRICK RUNNING BOND 173 SF 25 BR-2 BRICK SOLDIER COURSE 17 SF 2.5 BR-1 BRICK RUNNING BOND 306 SF 45 FINISH CODE DESCRIPTION COMMENTS AREA PERCENTAGE EXTERIOR ELEVATION EAST STFR-1 PREFINIHSED ALUMINIUM STOREFRONT (COLOR - MATTE... 4 1/2" THERMALLY BROKEN MTL -2 METAL PREFINISHED BRAKE METAL MATCH STOREFRONT 22 SF 2.8 MTL-1 PREFINISHED COPING 19 SF 2.4 MTL-3 METAL BASE 22 SF 2.8 CMP-1 COMPOSITE METAL PANELS MATCH STOREFRONT 42 SF 5 ST-2 STONE COPING 2 SF 0.3 ST-1 STONE 36 SF 4.5 BR-2 BRICK RUNNING BOND 115 SF 14 BR-2 BRICK SOLDIER COURSE 12 SF 1.5 BR-1 BRICK RUNNING BOND 515 SF 65 FINISH CODE DESCRIPTION COMMENTS AREA PERCENTAGE EXTERIOR ELEVATION WEST B.O.CANOPY 11' -0" LEVEL ONE 0" B.O. CANOPY 11' -0" T.O. PARAPET 18' -0" BK-2 BK-1 ST-1 BK-1 T.O. UPPER PARAPET 19' -0" CMP-1 MTL-1 RTU SCREEN Scale:3/16" = 1'-0"1 EXTERIOR ELEVAVTION - NORTH From:City of Eden Prairie To:Sarah Strain Subject:Proposed Leona Road project Date:Thursday, July 18, 2024 3:44:28 PM Message submitted from the <City of Eden Prairie> website. Site Visitor Name: Eric MuellerSite Visitor Email: muellere737@gmail.com Good afternoon Sarah, Thank you for taking the time to speak with me on Monday about the proposed developmentnext to my retail center at 11611 Leona Road in Eden Prairie. While I understand there no specific plans yet posted, as I mentioned to you on the phone, I do have some general concernsabout traffic flow, visibility and possible congestion that might result from this project. These concerns are: -Internal traffic flow within the center remains uncongested so that customers can easilyaccess my tenants -The new development does not block visibility of my center-During construction, access to my center remains free and open In short, I simply want to make sure that the access and street visibility my retail center has enjoyed for the past 22 years stays preserved. I would greatly appreciate an email once the plans get posted or when any hearings arescheduled so I can follow along. My contact information is: Eric Mueller Merit Commercial Investments, Inc.3219 56th Place SW Seattle, WA 98116360-518-9995 muellere737@gmail.com Please reach out if you have any questions or if I can be of assistance. Sincerely, Eric Mueller Merit Commercial Investments, Inc. 1 Sarah Strain From:Eric Mueller <muellere737@gmail.com> Sent:Wednesday, August 7, 2024 11:43 AM To:Sarah Strain Subject:Re: Proposed Leona Road project Good morning Sarah, Thank you for your email and I appreciate you addressing each of my concerns. I’ll continue to follow the progress of the project. Sincerely, Eric Mueller Merit Commercial Investments, Inc. On Aug 7, 2024, at 8:45 AM, Sarah Strain <sstrain@edenprairie.org> wrote: Good Morning Eric, Thank you for sending over detailed comments on the proposed Leona Road development project. I will add these comments to your previous comments for Planning Commission and City Council review. Please see responses below in red. Let me know what additional questions or comments you have. Thanks, Sarah Strain, AICP (she/her) Planner II 952-949-8413 From: Eric Mueller <muellere737@gmail.com> Sent: Monday, August 5, 2024 1:18 PM To: Sarah Strain <sstrain@edenprairie.org> Subject: Re: Proposed Leona Road project Good afternoon Sarah, Thanks for sending me the link on the Leona Road project. I have reviewed all the documents posted and have the following comments and concerns: 1. In each of the plans, the Match Lines depicted do not conform to the property boundaries. When you look at any plan, the parking spaces on my property are incorrectly shown outside of the Match Lines. I would like the Match Lines to align with the property lines, which are correct. That way there is no question as to who owns which parcel and who is responsible for the parking spaces. 2 The match lines and the property lines are separate lines the plans. The property line is shown correctly on the plan sets. The match lines are drawn to show portions of your property to provide context. This will help the Planning Commission and City Council understand the unique property line situation. 2. Paragraph 7- Landscaping: I am very concerned about the visibility of my center from both Flying Cloud and Leona Road. The existing trees along Flying Cloud are very high and block my entire center. Any new landscaping should be with shorter trees and/or bushes that enhance the landscaping but also give visibility to the overall center. Additionally, the new QSR on the northwest corner will definitely block the view of my center from what it now enjoys so a much lower landscaping along Flying Cloud Drive is essential. I have attached photos from Flying Cloud and Leona Road that illustrate these concerns. Thank you for sending the pictures. We will share with the Developer that trimming trees along Flying Cloud Drive would be supported when they remove the trees on their property. This should help improve visibility of 11611 Leona Road and refresh this area of the property too. There are no new plantings proposed for the pond area. The proposed trees near the QSR are ornamental or deciduous trees that will provide visibility in the leaf off conditions, and will hopefully grow to a height where the canopy is above the view line 3. Paragraph 10- REA: Currently there is an existing Reciprocal Easement Agreement (REA), however there have been no discussions on revising the current agreement nor I have not been presented with any new REA to consider. While I am not opposed to signing a new or revised REA, I will only sign one that is acceptable to me. Understood. The REA terms and conditions are a private matter between you and the property owner of 11609 Leona Road. 4. Paragraph 12- Monument Signs: I am pleased to see that the three existing monument signs will remain (Flying Cloud, Leona Road, and Den Road). This is of obvious importance to me as my tenants rely on the advertising and the current REA addresses the monument signs. 5. Page one of the narrative speaks to phasing of the project so that customers will have access to my center throughout construction. Will you be adding a requirement to TOLD’s developer agreement to ensure this is the case? Naturally, I am very concerned that free and open access to my center be maintained during construction. We will ask the Developer for a staging plan of the construction, showing how access will be provided throughout construction. This plan would be included as part of the “Exhibit B” approved plans. 6. I believe some directional signs within the center would improve traffic flow so that drivers know where each tenant is located. This would help eliminate congestion at the T- intersection in front of the current Office Depot building. Signage is typically not reviewed at the Site Plan stage of the project unless a waiver is needed. We asked the Developer to clarify in the narrative if the existing signs would be kept or if new signage would be proposed because your businesses have signage on the existing signs. Signage is expected to meet City Code requirements. Directional signage is allowed up to 6 square feet 3 per sign. We expect some directional signage since there are new drive aisles throughout the site. Please let me know if you have any questions or want further information. Sincerely, Eric Mueller Merit Commercial Investments, Inc. Flying Cloud Drive perspective-1 <image001.jpg> Flying Cloud Drive perspective-2 <image002.jpg> Leona Road perspective showing proposed QSR site <image003.jpg> On Jul 25, 2024, at 11:42 AM, Sarah Strain <sstrain@edenprairie.org> wrote: Hello Eric, Thank you for sending your comments on the proposed Leona Road redevelopment project. I will include your comments in the Planning Commission and City Council packets. The plans for the project are now up on our development project map, linked below. You can search by address in the upper right hand corner search bar, or filter by project name in the upper left search bar. https://gis.edenprairie.org/currentdevelopmentprojects/?page=Projects-Map Please let me know if you have any additional questions or comments. Thank you, 4 Sarah Strain, AICP (she/her) Planner II 952-949-8413 From: City of Eden Prairie <webmaster@edenprairie.org> Sent: Thursday, July 18, 2024 3:44 PM To: Sarah Strain <sstrain@edenprairie.org> Subject: Proposed Leona Road project Message submitted from the <City of Eden Prairie> website. Site Visitor Name: Eric Mueller Site Visitor Email: muellere737@gmail.com Good afternoon Sarah, Thank you for taking the time to speak with me on Monday about the proposed development next to my retail center at 11611 Leona Road in Eden Prairie. While I understand there no specific plans yet posted, as I mentioned to you on the phone, I do have some general concerns about traffic flow, visibility and possible congestion that might result from this project. These concerns are: -Internal traffic flow within the center remains uncongested so that customers can easily access my tenants -The new development does not block visibility of my center -During construction, access to my center remains free and open In short, I simply want to make sure that the access and street visibility my retail center has enjoyed for the past 22 years stays preserved. I would greatly appreciate an email once the plans get posted or when any hearings are scheduled so I can follow along. My contact information is: Eric Mueller Merit Commercial Investments, Inc. 3219 56th Place SW Seattle, WA 98116 360-518-9995 muellere737@gmail.com Please reach out if you have any questions or if I can be of assistance. Sincerely, 5 Eric Mueller Merit Commercial Investments, Inc. T Luminaire Schedule Symbol Qty Label Arrangement Description LLF Luminaire Lumens Luminaire Watts Total Watts Mounting Height 7 BB5 Single RSX1 LED P2 40K R5 0.910 10104 72.95 510.65 25 3 BB3 Single RSX1 LED P1 40K R3 HS 0.910 4980 51.34 154.02 25 2 AA4 Single RSX1 LED P4 40K R4 0.910 16573 133.14 266.28 25 3 WW3 Single RSX1 LED P4 40K R3 0.910 16359 133.14 399.42 25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.5 0.6 0.8 0.9 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.6 0.8 1.0 1.2 1.2 1.1 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.9 1.2 1.4 1.6 1.5 1.4 1.2 1.1 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.0 1.2 1.7 1.9 1.9 1.9 1.7 1.4 1.3 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.0 1.6 2.1 2.3 2.1 1.9 1.7 1.6 1.4 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.2 1.1 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.0 2.2 2.7 2.6 2.3 2.0 1.8 1.6 1.5 1.3 1.2 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.1 1.0 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.0 2.9 3.4 2.8 2.4 2.1 1.9 1.7 1.5 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.0 3.7 4.2 3.2 2.5 2.3 2.0 1.7 1.5 1.3 1.3 1.3 1.4 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.0 4.1 4.5 3.4 2.6 2.3 2.0 1.7 1.5 1.4 1.3 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.1 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.0 3.6 4.1 3.2 2.5 2.3 2.0 1.7 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.0 2.8 3.4 2.8 2.4 2.2 1.9 1.6 1.5 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.0 2.1 2.7 2.6 2.3 2.1 1.8 1.6 1.5 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.1 1.0 0.9 0.8 0.7 0.5 0.4 0.3 0.3 0.2 0.1 0.1 1.6 2.2 2.3 2.2 2.1 1.8 1.6 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 1.7 2.0 2.0 2.0 1.8 1.6 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.1 1.2 1.5 1.7 1.7 1.6 1.5 1.4 1.4 1.3 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.2 0.9 1.2 1.3 1.4 1.4 1.4 1.4 1.3 1.3 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.1 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 1.8 2.4 3.1 4.0 4.6 4.3 0.8 1.0 1.1 1.1 1.2 1.3 1.3 1.2 1.3 1.3 1.4 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 2.4 3.0 3.7 4.5 5.0 4.8 4.3 4.0 3.9 3.8 3.9 4.3 4.8 4.8 4.1 3.2 2.5 1.9 1.5 1.1 1.2 1.1 1.1 1.1 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.1 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.9 1.0 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2.2 2.0 1.9 1.6 1.4 1.3 1.1 1.0 0.6 0.9 1.0 1.5 3.1 3.7 3.2 2.8 2.6 2.4 2.4 2.3 2.2 2.2 2.0 1.9 1.9 2.0 2.0 2.0 2.1 2.0 2.0 1.9 1.8 1.7 1.5 1.3 1.1 1.0 0.9 0.7 0.7 1.0 1.3 2.7 4.5 4.5 3.7 3.0 2.5 2.4 2.4 2.4 2.4 2.3 2.2 2.1 2.1 2.1 2.0 2.0 2.0 2.0 1.9 1.8 1.6 1.5 1.3 1.1 1.0 0.9 0.7 0.6 0.6 0.9 1.8 4.0 5.7 5.2 3.9 2.4 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.4 2.3 2.2 2.1 2.0 2.0 2.0 1.9 1.7 1.6 1.4 1.2 1.1 0.9 0.8 0.7 0.6 0.5 0.8 2.3 4.7 5.7 5.1 3.1 2.2 1.9 2.5 2.5 2.4 2.3 2.4 2.5 2.5 2.5 2.3 2.2 2.1 2.1 2.0 1.9 1.7 1.6 1.4 1.3 1.1 0.9 0.8 0.7 0.6 0.4 1.2 2.8 4.2 4.5 4.0 2.5 2.0 1.8 1.6 1.3 2.4 2.5 2.7 3.0 3.1 3.0 2.7 2.4 2.3 2.2 2.0 1.9 1.7 1.5 1.4 1.3 1.1 0.9 0.8 0.7 0.5 0.6 1.5 2.6 3.5 3.5 2.7 3.2 4.0 4.4 4.0 3.3 2.8 2.5 2.3 2.1 1.9 1.7 1.5 1.4 1.3 1.1 1.0 0.8 0.6 0.5 0.8 1.6 2.2 3.1 2.8 2.8 3.7 4.8 5.7 4.9 4.0 3.2 2.7 2.4 2.1 1.9 1.7 1.6 1.4 1.3 1.1 1.0 0.8 0.6 0.5 0.8 1.5 2.0 2.8 2.8 3.7 4.7 5.1 4.7 4.1 3.3 2.7 2.3 2.0 1.8 1.7 1.6 1.4 1.3 1.2 1.0 0.8 0.6 0.5 0.9 1.1 1.6 2.5 1.6 2.0 3.0 3.3 3.0 2.6 2.3 2.1 1.9 1.8 1.7 1.7 1.6 1.5 1.4 1.2 0.9 0.7 0.6 0.5 0.7 1.0 1.4 2.0 1.2 0.8 1.7 2.1 2.3 2.1 1.8 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.4 1.1 0.9 0.7 0.5 0.4 0.5 0.8 1.1 2.0 1.7 1.4 1.7 2.0 2.2 2.1 1.8 1.7 1.7 1.7 1.7 1.7 1.6 1.6 1.5 1.3 1.0 0.8 0.6 0.5 0.4 0.4 0.5 0.8 1.5 1.6 1.7 1.0 1.1 1.2 1.4 1.3 1.4 1.4 1.6 1.7 1.7 1.8 1.7 1.7 1.7 1.8 1.8 1.7 1.6 1.5 1.3 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.3 0.4 1.0 1.4 1.4 1.4 1.0 1.2 1.3 1.3 1.1 1.0 1.0 1.0 1.0 1.1 1.2 1.3 1.5 1.7 1.7 1.5 1.3 1.1 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.1 0.1 0.2 0.5 0.8 0.7 0.7 0.7 0.5 0.6 0.6 0.4 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.7 0.9 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.0 0.1 0.1 0.3 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 www.stinsonelectricinc.com STINSON electric inc. 612.788.0244 750 4th St. NW New Brighton, MN 55112 DATE:07-22-2024 E5.1 PHOTOMETRIC EDEN PRAIRIE PLANET FITNESS STARBUCKS 11609 LEONA RD EDEN PRAIRIE, MN DATE: 07-22-2024 I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED MASTER ELECTRICIAN UNDER THE LAWS OF THE STATE OF MINNESOTA. ROBERT ARCHAMBAULT REGISTRATION NO: AM692332 DESIGN DEVELOPMENT ONE STORY BRICK BUILDING BUILDING FOOTPRINT AREA =31,159 SQ. FT. ACV EDEN PRAIRIELLC PIN 14-116221-200-32 11609 LEONA RD LEONA ROAD DE N R O A D FL Y I N G C L O U D D R I V E ON E S T O R Y B R I C K B U I L D I N G (P U B L I C R O A D ) (P U B L I C R O A D ) (PUBLIC ROAD) 89 0 89 0 89 0 89 5 888 88 9 88 9 889 89 1 89 1 89 1 89 2 89 2 89 2 89 3 89 3 89 3 89 4 890 89 0 89 0 89 0 89 0 89 0 890 89 5 895 895 89 5 895 895895 895 8 9 5 895 88 9 88 9 88 9 88 9 891 89 1 89 1 89 1 89 1 89 1 891 891 892 89 2 89 2 89 2 892 89 2 89 2 892 892 892 893 89 3 89 3 89 3 893 89 3 89 3 89 3 893 893 893 89 4 894 89 4 89 4 89 4 89 4 894 894 894 89 4 895895 895 893 894 896 897897 897 897 898 895 893 894 896 896 896 89 6 896896 896 8 9 6 89 6 89 6 897897 897 897897 89 7 89 7 897 8 9 7 897 897 89 7 89 7 89 5 895 8958 9 5 892 89 2 89 3 89 4 895 89 5 895 8 9 5 89 2 89 3 89 3 893 894 89 4 8 9 4 AREA TO REMAIN UNDISTURBED THROUGHOUT PHASE 1 CONSTRUCTION PHASE 1 CONSTRUCTION P - P a s s e n g e r C a r 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 \ C O N S T R U C T I O N P H A S I N G P L A N - P H 1 . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 3 0 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 PR E P A R E D F O R CO N S T R U C T I O N PH A S I N G P L A N - PH A S E 1 C700 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 CO . ED E N P R A I R I E MN 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 05 / 2 0 / 2 0 2 4 AS S H O W N BS K AJ B MT L NORTH Know what'sbelow. before you dig.Call CONSTRUCTION PHASE 1 PROPERTY LINE LIMITS OF DISTURBANCE LEGEND CONSTRUCTION PHASING PLAN IS APPROXIMATE AND SHOWN FOR REFERENCE ONLY. CONTRACTOR TO BE RESPONSIBLE FOR ALL CONSTRUCTION PHASE PLANNING, DETAILS, & COORDINATION. KIMLEY-HORN ASSUMES NO LIABILITY FOR CONSTRUCTION PHASING. CONSTRUCTION PHASING NOTE ON E S T O R Y B R I C K B U I L D I N G PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 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 RETAIL ±18,500 SF FFE: 897.62 D D D PHASE 2 CONSTRUCTION AREA TO REMAIN UNDISTURBED THROUGHOUT PHASE 2 CONSTRUCTION P - Passenger Car PR E P A R E D F O R CO N S T R U C T I O N PH A S I N G P L A N - PH A S E 2 C701 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 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 05 / 2 0 / 2 0 2 4 AS S H O W N BS K AJ B 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 \ C O N S T R U C T I O N P H A S I N G P L A N - P H 2 . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 3 0 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 NORTH Know what'sbelow. before you dig.Call R CONSTRUCTION PHASE 2 PROPERTY LINE LIMITS OF DISTURBANCE LEGEND CONSTRUCTION PHASING PLAN IS APPROXIMATE AND SHOWN FOR REFERENCE ONLY. CONTRACTOR TO BE RESPONSIBLE FOR ALL CONSTRUCTION PHASE PLANNING, DETAILS, & COORDINATION. KIMLEY-HORN ASSUMES NO LIABILITY FOR CONSTRUCTION PHASING. CONSTRUCTION PHASING NOTE ONE STORY BRICK BUILDING BUILDING FOOTPRINT AREA =31,159 SQ. FT. ACV EDEN PRAIRIELLC PIN 14-116221-200-32 11609 LEONA RD LEONA ROAD DE N R O A D FL Y I N G C L O U D D R I V E ON E S T O R Y B R I C K B U I L D I N G (P U B L I C R O A D ) (P U B L I C R O A D ) (PUBLIC ROAD) E E E E HHH B H H H A A AA A B B B I G IT T T A A 895 895 895 893 894 894 894 894 894 896 896 8 9 6 897 897 895 89 5 89 5 89 5 895 895 895 893 894 89 4 894 894 896 896 896 896 8 9 6 896 896 89 6 89 6 896 897 897 897897 89 7 897 897897 897 89 0 89 0 89 0 88 9 88 9 88 9 89 1 89 1 89 1 89 2 89 2 89 2 89 3 89 3 89 3 89 4 89 0 89 0 89 0 89 0 89 0 890 88 9 88 9 88 9 889 89 1 89 1 89 1 89 1 89 1 89 1 891 891 89 2 89 2 89 2 89 2 89 2 89 2 892 892 892 89 3 89 3 89 3 89 3 89 3 89 3 893 893 893 89 4 89 4 8 9 4 89 4 89 4 89 4 894 894 894 B N U G V V V 89 5 892 8 9 2 893 893 894 W W WWW TO O O O O O O O O B K K O O B B B O VV NBN M P Q Q Q Q M Q N N N N B M B B B N B B O D C X X N N Q Q Q Q Q A Q B Q V V F F F F F F R R R R R R F F F F F F EXTENTS OF STORM SEWER REMOVAL N I C S B Y Y A A A M A 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 \ C 2 - D E M O P L A N . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 2 7 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 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 . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 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 05 / 2 0 / 2 0 2 4 AS S H O W N BS K BS K MT L NORTH LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES 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 CONTOUR 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 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, COUNTY, AND 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. 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. DEMOLITION PLAN NOTES KEYNOTE LEGEND REMOVE EXISTING CURB REMOVE EXISTING STORM SEWER LINE/ STRUCTURE REMOVE EXISTING SIDEWALK REMOVE EXISTING PAVEMENT REMOVE EXISTING BOLLARD REMOVE EXISTING TREE REMOVE EXISTING SIGN REMOVE EXISTING LIGHT POLE REMOVE EXISTING WATER LINE / HYDRANT / VALVE/ APPURTENANCE REMOVE EXISTING SEWER LINE / STRUCTURE REMOVE EXISTING ELECTRICAL LINE / EQUIPMENT REMOVE EXISTING NATURAL GAS LINE PROTECT EXISTING WATER LINE / HYDRANT / VALVE PROTECT EXISTING STORM SEWER LINE / STRUCTURE PROTECT EXISTING UTILITY LINE / STRUCTURE PROTECT EXISTING FENCE PROTECT EXISTING LIGHT POLE PROTECT EXISTING TREE PROTECT EXISTING BUILDING / STRUCTURE REMOVE EXISTING BUILDING / STRUCTURE/ COLUMN/ WALL REMOVE EXISTING STAIRS PROTECT EXISTING SIGN PROTECT EXISTING SEWER LINE/ STRUCTURE PROTECT EXISTING SIDEWALK/ TRAIL REMOVE EXISTING ADA MARKINGS 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 PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 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 RETAIL ±18,500 SF FFE: 897.62 1 . 9 0 % 2.9 1 % 3.08% 2. 8 5 % 3.5 8 % 3. 9 3 % 2. 6 8 % 1.52% 3. 1 1 % 2 . 4 2 % 2 . 0 2 % 1. 5 4 % 1.3 7 % 2. 2 6 % 1.88% 1.67% 1.49 % 1.92 % 1 . 5 4 % 2.90% 6.87% 2 . 8 6 % 1 . 3 1 % 895 892 893 894 896 897 895896896 8 9 6 896 897 897 895 8 9 5 895 896 896 89 5 89 4 8 9 6 897 896 2.40 % 3.81% 89 0 89 0 89 5 89 5 90 0 89 1 89 1 89 2 89 2 89 3 89 3 89 3 89 3 89 4 8 9 4 89 4 894 89 4 89 4 8 9 4 89 4 89 489 4 89 6 89 6 89 7 89 7 89 8 89 8 89 9 89 9 89 0 89 0 89 0 89 0 89 0 895 895 89 5 89 5 89 5 89 5 8 9 5 895 895 895 89 5 895 89 5 895 89 5 89 1 89 1 89 1 89 1 89 1 89 2 89 2 89 2 892 89 2 893 89 3 89 3 893 89 3 89 3 89 3 89 3 893 893 893 89 3 89 3 89 3 894 89 4 89 4 894 894 89 4 89 4 89 4 894 89 4 89 4 891892893894 894 89 4 8 9 6 896 896 896 896 89 6 896 896 897 897897 897 897897897 897 897 897 89 7 895 893 894 89 5 890 889 891 892 894893 88 9 88 9 88 9 88 9 88 9 1.99% 1.3 6 % 1.50% 1.50% 1.50% 1.50% 1.50% 1.50% 89 7 1.33% 7. 8 9 % 1.38% 7.9 0 % 1.41% 1. 4 5 % 1. 4 5 % 896 3 . 7 1 % 1. 5 4 % 1.82 % 89 589 6 89 5 89 6 8 9 7 897 89 7 896 897 897 896 896 89 2 89 2 892 CO D 89 3 89 4 896 895 3.0 4 % 89 6 89 6 1.51% 897 897 D 2. 5 4 % 3.05% 3: 1 893 8. 5 4 % 3: 1 3:1 89 5 89 4 D 89 6 89 689 7 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 \ C 5 - G R A D I N G P L A N . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 2 9 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 NORTH PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 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 . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 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 05 / 2 0 / 2 0 2 4 AS S H O W N BS K BS K MT L CUT/FILL ANALYSIS CUT VOLUME 370 CY FILL VOLUME 975 CY NET VOLUME 605 CY FILL ** CUT/FILL ANALYSIS IS APPROXIMATE AND SHOWN FOR REFERENCE ONLY. ANALYSIS NOT TO BE USED IN PROJECT COST ESTIMATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK. KIMLEY-HORN ASSUMES NO LIABILITY FOR CUT/FILL ANALYSIS. PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 T 896.16 896.07 895.97 895.88 G:896.25 T/G:896.22 T/G:895.70 T:896.70 896.70 896.21896.21 896.62 896.72 T:896.67 0. 8 4 % 1.11% 1. 0 7 % 0.97% 1. 3 2 % 0.99% 0.85% 0.06%1. 1 4 % 0. 4 2 % 1.33% 0. 2 9 % 1.33% 0. 1 3 % 1.15% 0.61% 0.50%0. 6 6 % 8.00% 1. 1 6 % 0.29% 1. 4 3 % 0.18% 1. 5 1 % 0.18% 1. 2 9 % 0.16% 1. 3 3 % 895 896 89 5 1. 1 3 % 896.80896.85 896.85 896.28 896.25 896.77 T:896.77 1. 1 7 % T/G:895.73 T/G:895.34 T/G:895.27 8. 0 7 % 2.73% 1. 0 9 % 1. 0 9 % T/G:896.13 G:896.20 3.89% 0. 7 1 % 896.73 895.99 895.74 1. 1 5 % 4. 7 5 % 1.00% 0.61% 4. 8 0 % 0.87% 4. 7 9 % 1.20% 3. 8 1 % T/G:895.03 T/G:895.08 T/G:894.66 894.60 895.10 895.10 896.53896.48 T/G:895.78 896.76 0. 1 6 % 1.18% 6. 0 2 % 0.06%1. 3 3 % T/G:896.19 G:896.27 896.60 896.66 896.65 896.69 896.75 896.70 T/G:896.15 T/G:896.17 T:896.66 T/G:895.78896.68 PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 T LEONA ROAD FL Y I N G C L O U D D R I V E PROPOSED RETAIL ±18,500 SF FFE: 897.62 1 . 9 0 % 2.9 1 % 3.08% 2. 8 5 % 3.5 8 % 3. 9 3 % 2. 6 8 % 1.52% 3.1 1 % 2. 4 2 % 2. 0 2 % 1. 5 4 % 2. 8 6 % 1 . 3 1 % 895 892 893 894 896 897 895896896 8 9 6 896 897 897 2.40 % 3.81% 89 0 89 0 89 5 90 0 89 1 89 1 89 2 89 2 89 3 89 3 89 3 89 4 89 4 89 4 8 9 6 89 7 89 8 89 8 89 9 89 9 89 0 89 0 89 0 89 0 89 0 895 895 89 5 89 5 89 5 89 5 8 9 5 895 895 895 89 1 89 1 89 1 89 1 89 1 89 2 89 2 89 2 892 89 2 893 89 3 89 3 893 89 3 89 3 89 3 89 3 893 893 893 894 89 4 89 4 89 4 89 4 89 4 89 4 891892893894 894 89 4 896 896 896 89 6 896 896 897 897897 897 897897897 897 897 89 5 890 889 891 892 894893 88 9 88 9 88 9 88 9 88 9 1.33% 1.38% 7.9 0 % 1.41% 1. 4 5 % 3.20% 1. 4 5 % 896 3 . 7 1 % 896 895 3.0 4 % 89 6 89 6 897 897.11 897.12 3: 1 G:895.52 G:896.17 G:896.42 G:896.22 G:895.16 G:895.83 G:895.83 T/G:896.19 T/G:896.13 G:895.53 G:896.27 G:896.19 G:896.19LP:896.01 LP:894.60 G:895.19 LP:894.03 T/G:895.50 T/G:896.50 G:896.45 G:896.28 G:896.05 G:895.87 G:895.61 G:895.51 G:895.46 FFE = 896.85 HP:896.35 HP:896.00 G:895.13 G:894.91 G:895.34 G:895.27 G:894.66 G:894.56 896.85 896.80 896.85 896.85 896.60 896.51 896.85 896.85 896.77 896.68 FFE = 897.62 897.61 897.62 897.62 ME:896.80 ME:891.29 ME:894.48 ME:897.10ME:897.05 ME:896.89 ME:896.00 ME:894.77 G:895.81 HP:895.89 G:894.96 897.54 G:897.62 895.47 FFE = 896.85 FFE = 896.85 896.77 T/G:894.87 G:895.26 FFE = 897.62 FFE = 897.62 G:894.66 G:896.17 LP:895.06 LP:894.24 T/G:895.05 T/G:894.30 T:894.86 T:894.66 892.46 892.25 893.53 893.43 892.40 895.63 G:895.65 T/G:895.78 ME:892.02 G:894.56 T:894.76 G:895.78 EOF:894.56 T/G:891.67 G:891.55 893.40 893.23 G:893.10 892.23 891.75 T/G:891.75 8.16% T:892.17 ME:891.87 ME:902.50 892.45 G:893.20 T/G:891.97 T/G:891.97 1 . 4 6 % 8.02% 891.97 4.7 1 % 893 G:892.00 8. 5 4 % 897.37 897.37 897.52 3.16 % 897.52 1. 4 5 % 1. 7 6 % 7. 9 1 % 897.47 897.47 897.62897.61 T:896.95 T/G:896.46 T:896.82 G:896.32 HP:895.98 3: 1 3:1 89 5 89 4 CONTRACTOR TO MATCH EXISTING DRAINAGE PATTERNS. EOF:893.30 G:895.90 G:896.73 ME:896.08 ME:896.79 G:896.83 G:895.74 G:895.82 T/G:897.08 T/G:897.08 D T/G:896.15 89 6 G:896.14 HP:896.25 896.73 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 \ C 5 - G R A D I N G P L A N . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 2 9 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 0.0%PROPOSED DRAINAGE DIRECTION NORTH 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 CONTOUR925 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 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 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 . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 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 05 / 2 0 / 2 0 2 4 AS S H O W N BS K BS K MT L PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) INSET 1: ADA ENLARGEMENT SCALE: 1"=10' C502 C5 0 2 PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 T LEONA ROAD DE N R O A D PROPOSED RETAIL ±18,500 SF FFE: 897.62 1 . 9 0 % 2.9 1 % 3.08% 2. 8 5 % 3. 5 8 % 3. 9 3 % 2. 6 8 % 1.52% 3. 1 1 % 2 . 4 2 % 2 . 0 2 % 1. 5 4 % 1.3 7 % 2. 2 6 % 1.88% 1.67% 1.49 % 1.92% 1 . 5 4 % 2.90% 6.87% 2 . 8 6 % 896.16 896.07 895.97 895.88 G:896.25 T/G:896.22 T/G:895.70 T:896.70 896.70 896.21896.21 896.62 896.72 T:896.67 0. 8 4 % 1.11%1. 0 7 % 0.97%1. 3 2 % 0.99% 0.85% 0.06% 1. 1 4 % 0. 4 2 % 1.33% 0. 2 9 % 1.33% 0. 1 3 % 1.15% 1 . 3 1 % 895 892 893 894 896 897 895896896 8 9 6 896 897 897 89 5 8 9 5 895 896 896 89 5 89 4 8 9 6 897 896 2.40 % 0.61% 0.50% G:896.17T:896.67 T/G:896.09 T/G:896.01 0. 6 6 % 8.00% 1. 1 6 % 0.29%1. 4 3 % 0.18%1. 5 1 % 0.18%1. 2 9 % 0.16% 1. 3 3 % 3.81% 89 5 90 0 89 3 89 4 89 4 89 4 894 89 4 89 4 8 9 4 89 6 89 6 89 7 89 7 89 8 89 8 89 9 89 9 89 5 89 5 895 8 9 5 895 895 895 89 5 895 89 5 895 89 5 89 3 893 893 893 89 3 89 3 89 3 894 89 4 89 4 894 891892893894 894 89 4 89 6 896 896 896 896 89 6 896 897 897897 897897897 897 897 897 89 7 895 893 894 89 5 894893 1.99% 1.3 6 % 1.50% 1.50% 1.50% 1.50% 1.50% 1.50% 89 7 1.33% 7. 8 9 % 1.38% 7.9 0 % 1.41% 1. 4 5 % 3.20% 1. 4 5 % 896 1. 3 3 % 1.04% 1. 1 3 % 3 . 7 1 % ADJUST CASTINGS & RINGS AS NECESSARY TO PROPOSED GRADE GRADE BREAK 1. 5 4 % 1.82 % 89 5 89 6 89 5 89 6 8 9 7 897 89 7 896 897 897 896 896 89 2 89 2 892 CO 896.75 896.75 896.75 896.75 896.75 896.75 896.75 D 89 3 89 4 896 895 3.0 4 % 3. 7 5 % 1.36%1. 2 5 % 1.01% G:896.08 T:896.52 896.80896.77896.76896.81 896.85 896.85 896.85 896.28 896.25896.77 T:896.77 1. 1 7 % 89 6 89 6 1.51% 1. 2 2 % 1.50% 897 897 897.11 897.12 D 2. 5 4 % 3.05% T/G:895.73T/G:895.34 T/G:895.27 8. 0 7 % 2.73% 1. 0 9 % 1. 0 9 % T/G:896.13 G:896.20 3.89% 0. 7 1 % 896.73 895.99895.74 3: 1 G:895.52 G:896.17 G:896.42 G:896.22 G:895.16 G:895.83 G:895.83 T/G:896.19 T/G:896.13 G:895.53 G:896.27 G:896.19 G:896.19LP:896.01 LP:894.60 G:895.19 LP:894.03 T/G:895.50 T/G:896.50 G:896.45 G:896.28 G:896.05 G:895.87 G:895.61 G:895.51 G:895.46 FFE = 896.85 HP:896.35 HP:896.00 G:895.13 G:894.91 G:895.34 G:895.27 G:894.66 G:894.56 896.85 896.80 896.85 896.85 896.60 896.51 896.85 896.85 896.77 896.68 G:897.05 G:896.76 G:896.78 G:897.02 G:897.13 897.45 G:895.16 G:894.80 G:894.69 G:894.32 ME:894.61 G:896.50 G:896.56 G:896.72 G:896.68 G:896.04 G:895.95 HP:894.60 FFE = 897.62 897.61 897.62 897.62 G:896.92 G:897.02 G:896.51 G:896.93 G:895.86 G:895.76 G:896.03 G:895.58 ME:896.51 ME:895.46 ME:896.80 ME:891.29 ME:894.48 ME:897.10ME:897.05 ME:896.89 ME:896.00 ME:894.77 G:897.02 G:895.81 HP:895.89 G:894.96 LP:895.96 HP:896.68 HP:897.37 LP:897.09 ME:892.20 ME:891.56 ME:893.24ME:893.15 ME:893.01 ME:893.02 HP:894.90 G:892.98 G:891.49 G:894.81 G:894.76 G:894.64 897.54 897.53 897.45 G:895.69 G:895.29 G:893.29 LP:891.48 G:897.62 895.47 FFE = 896.85 FFE = 896.85 896.77 T/G:894.87 G:895.26 FFE = 897.62 FFE = 897.62 G:897.02 T:897.48 T/G:897.02 T/G:897.02 G:897.02 T:897.48 G:894.66 G:896.17 G:895.56 G:895.59 LP:895.06 LP:894.24 T/G:895.05 T/G:894.30 T:894.86 T:894.66 892.46 892.25 893.53 893.43 892.40 895.63 G:895.65 T/G:895.78 1. 1 5 % 4. 7 5 % 1.00% 0.61% 4. 8 0 % 0.87% 4. 7 9 % 1.05% 0. 0 4 % 1.20% 3. 8 1 % T/G:895.03 T/G:895.08 T/G:894.66 894.60 895.10 895.10 896.53896.48 T/G:895.78 ME:892.02 G:894.56 T:894.76 G:895.78 EOF:896.68 EOF:897.37 EOF:894.56 896.76 0. 1 6 % 1.18%6. 0 2 % 0.06% 1. 3 3 % T/G:896.19 G:896.27 896.60 896.66 896.65 T/G:891.67 G:891.55 893.40 893.23 G:893.10 892.23 891.75 T/G:891.75 8.16% T:892.17 ME:891.87 ME:902.50 892.45 G:893.20 T/G:891.97 T/G:891.97 1 . 4 6 % 8.02% 891.97 4. 7 1 % 893 G:892.00 8. 5 4 % 897.37 897.37 897.52 3.1 6 % 897.52 1. 4 5 % 1. 7 6 % 7. 9 1 % 897.47 897.47 897.62897.61 T:896.95 T/G:896.46 T:896.82 G:896.32 HP:895.98 3: 1 3:1 89 5 89 4 CONTRACTOR TO MATCH EXISTING DRAINAGE PATTERNS. G:895.90 G:896.73 ME:896.08 ME:896.79 G:896.83 G:895.74 G:895.82 T/G:897.08 T/G:897.08 D T/G:896.15 896.69 89 6 G:896.14 HP:896.25896.75 896.70 896.73 LP:894.55 LP:894.24 EOF:894.60 89 6 89 7 T/G:896.15 T/G:896.17 T:896.66 T/G:895.78896.68 ME:893.89 ME:894.15 T/G:894.13 T/G:894.05 G:893.96 6.54% 1. 5 2 % 6.9 6 % ME:894.39 ME:894.45 ME:894.62 ME:894.55 894.14 894.17 894.11894.50 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 \ C 5 - G R A D I N G P L A N . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 2 9 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 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 CONTOUR925 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 . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 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 05 / 2 0 / 2 0 2 4 AS S H O W N BS K BS K MT L NORTH C501 C5 0 1 PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 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 RETAIL ±18,500 SF FFE: 897.62 ON E S T O R Y B R I C K B U I L D I N G CO 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 \ C 6 - U T I L I T Y P L A N . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 3 0 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 SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO 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 . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 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 05 / 2 0 / 2 0 2 4 AS S H O W N BS K BS K MT L NORTH Know what'sbelow. before you dig.Call PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 T LEONA ROAD FL Y I N G C L O U D D R I V E PROPOSED RETAIL ±18,500 SF FFE: 897.62 ON E S T O R Y B R I C K B U I L D I N G STUB-01 IE:891.13 E STUB-02 IE:891.00 E SS-1 RE:896.47 IE:890.27 N IE:890.27 W IE:890.17 S GI INLET IE:890.43 W GI OUTLET IE:890.33 S STUB IE:888.28 N 35 LF - 4" PVC @ 2.00% 3 LF - 4" PVC @ 2.00% 108 LF - 4" PVC @ 2.00% 37 LF - 4" PVC @ 2.00% CO 24 LF - 6" PVC @ 2.00% WYE CONNECT TO EXISTING 8'' PVC (1) IE:887.87 NW 8 LF - 4" PVC @ 2.00% SS-15 RE:896.59 IE:888.02 N IE:888.02 SE FREEZEPOINT HB. REFER TO MEP PLANS FOR DETAILS SEE MEP PLANS FOR DETAILS PROPOSED TRANSFORMER. SEE MEP PLANS FOR DETAILS. PROPOSED 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 UTILITY CROSSINGS. MAINTAIN 18" OF VERTICAL CLEARANCE PROPOSED 2" WATER SERVICE PROPOSED HOSE BIBB CONNECTION. SEE MEP PLANS FOR DETAILS. PROPOSED 6" GATE VALVE CONNECT TO EXISTING POWER (BY OTHERS) CONNECT TO EXISTING 6" DIP VIA WET-TAP. CONTRACTOR TO VERIFY LOCATION & NOTIFY ENGINEER IF ANY DISCREPANCIES PROPOSED 6" WATER SERVICE PROPOSED 6" GATE VALVE FDC LOCATION. SEE MEP PLANS FOR DETAILS SEE MEP PLANS FOR DETAILS UTILITY CROSSING. MAINTAIN 18" OF VERTICAL CLEARANCE EXISTING 6" DIP WATERMAIN EXISTING 6" DIP WATERMAIN EXISTING ABOVE GROUND DETENTION POND. REFER TO SHEET C503 FOR DETAILS EXISTING FIRE HYDRANT CONTRACTOR SHALL COORDINATE GAS CONNECTION PROPOSED 1" WATER LINE UTILITY CROSSING. MAINTAIN 18" OF VERTICAL CLEARANCE CONNECT TO EXISTING 6" DIP VIA PROPOSED TEE. CONTRACTOR TO VERIFY LOCATION & NOTIFY ENGINEER IF ANY DISCREPANCIES UTILITY CROSSING. T/SAN: 889.25 B/STRM: 891.07 EX SS-7 RE:896.77 IE:887.80 E EX SS-18 IE:887.77 W IE:887.77 E 5 LF - 8" PVC @ 0.50% 12 LF - 8" PVC @ 0.50% EV CHARGING STATION-REFER TO MEP PLANS 207 LF - 8" PVC @ 0.50%EX SS-22 IE:887.71 W IE:887.71 E D UTILITY CROSSING. MAINTAIN 18" OF VERTICAL CLEARANCE WYE CONNECT TO EXISTING 8'' PVC (2) IE:887.81 S UTILITY CROSSING. T/SAN: 888.23 B/STRM: 892.47 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 \ C 6 - U T I L I T Y P L A N . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 3 0 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 CO SANITARY CLEANOUTCO 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 . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 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 05 / 2 0 / 2 0 2 4 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 Know what'sbelow. before you dig.Call C602 C6 0 2 PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 T LEONA ROAD DE N R O A D PROPOSED RETAIL ±18,500 SF FFE: 897.62 ON E S T O R Y B R I C K B U I L D I N G STUB-01 IE:891.13 E STUB-02 IE:891.00 E SS-1 RE:896.47 IE:890.27 N IE:890.27 W IE:890.17 S GI INLET IE:890.43 W GI OUTLET IE:890.33 S STUB IE:888.28 N 35 LF - 4" PVC @ 2.00% 3 LF - 4" PVC @ 2.00% 108 LF - 4" PVC @ 2.00% 37 LF - 4" PVC @ 2.00% CO D 24 LF - 6" PVC @ 2.00% WYE CONNECT TO EXISTING 8'' PVC (1) IE:887.87 NW 8 LF - 4" PVC @ 2.00% SS-15 RE:896.59 IE:888.02 N IE:888.02 SE D FREEZEPOINT HB. REFER TO MEP PLANS FOR DETAILS SEE MEP PLANS FOR DETAILS PROPOSED TRANSFORMER. SEE MEP PLANS FOR DETAILS. PROPOSED 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 UTILITY CROSSINGS. MAINTAIN 18" OF VERTICAL CLEARANCE PROPOSED 2" WATER SERVICE PROPOSED HOSE BIBB CONNECTION. SEE MEP PLANS FOR DETAILS. PROPOSED 6" GATE VALVE CONNECT TO EXISTING POWER (BY OTHERS) CONNECT TO EXISTING 6" DIP VIA WET-TAP. CONTRACTOR TO VERIFY LOCATION & NOTIFY ENGINEER IF ANY DISCREPANCIES PROPOSED 6" WATER SERVICE PROPOSED 6" GATE VALVE FDC LOCATION. SEE MEP PLANS FOR DETAILS SEE MEP PLANS FOR DETAILS IF SAN. MH IS DISTURBED BY CONSTRUCTION, ADJUST RINGS & CASTING AS NECESSARY. UTILITY CROSSING. MAINTAIN 18" OF VERTICAL CLEARANCE 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. PROPOSED 1" WATER LINE UTILITY CROSSING. MAINTAIN 18" OF VERTICAL CLEARANCE CONNECT TO EXISTING 6" DIP VIA PROPOSED TEE. CONTRACTOR TO VERIFY LOCATION & NOTIFY ENGINEER IF ANY DISCREPANCIES EXISTING TRANSFORMER UTILITY CROSSING. T/SAN: 889.25 B/STRM: 891.07 205 LF - 8" PVC @ 1.11% EX SS-9 RE:893.83 IE:884.40 SW EX SS-8 RE:896.72 IE:886.68 W IE:886.68 NE EX SS-7 RE:896.77 IE:887.80 E EX SS-18 IE:887.77 W IE:887.77 E 5 LF - 8" PVC @ 0.50% 12 LF - 8" PVC @ 0.50% PROPOSED UNDERGROUND DETENTION BASIN. REFER TO SHEET C503 FOR DETAILS EV CHARGING STATION-REFER TO MEP PLANS 207 LF - 8" PVC @ 0.50% EX SS-22 IE:887.71 W IE:887.71 E D UTILITY CROSSING. MAINTAIN 18" OF VERTICAL CLEARANCE WYE CONNECT TO EXISTING 8'' PVC (2) IE:887.81 S UTILITY CROSSING. T/SAN: 888.23 B/STRM: 892.47 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 \ C 6 - U T I L I T Y P L A N . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 3 0 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 CO SANITARY CLEANOUTCO 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 . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 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 05 / 2 0 / 2 0 2 4 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 C601 C6 0 1 PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 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 RETAIL ±18,500 SF FFE: 897.62 CO D D 89 5 8 9 6 8 9 7 895 89 6 897 89 7 897897 897897 895 896 89 6 896 895 896 8 9 6 896 896 896 895 89 5 89 2 89 3 89 4 89 0 89 0 89 5 89 1 89 1 89 2 89 2 89 3 89 3 89 4 89 4 89 4 89 6 89 7 89 8 89 8 89 9 89 989 0 89 0 89 0 89 0 895 8 9 5 89 5 89 5 89 5 895 895 8 9 5 89 1 89 1 8 9 1 89 1 89 1 89 2 89 2 89 2 89 2 89 2 89 3 89 3 89 3 893 89 3 8 9 4 89 4 89 4 89 4 89 4 89 4 89 4 894 894 89 4 896 89 6 896 896 8 9 6 896 89 6 896 897 897897 897 8 9 7 897897 897 897 897 89 7 89 3 89 4 89 489 4 893 8 9 3 89 3 89 3 89 4 894894 89 4 89 4 894 8 9 4 895 895 895 893 894 895 89 5 895 89 5 89 5 89 6 89 7 893 894 RD 16 IE:893.11 N CBMH 19 RE:895.96 IE:893.79 SW IE:893.79 N CBMH 7 RE:894.98 IE:891.17 N IE:891.17 S IE:891.17 W CBMH 2 RE:894.24 IE:891.44 E IE:891.44 S CONNECT TO EXISTING STMH RE:896.92 CONTRACTOR TO FIELD VERIFY INVERT ELEVATIONS & NOTIFY ENGINEER IF ANY DISCREPANCIES. IE:893.58 S CBMH 8 RE:894.03 IE:891.55 E IE:891.55 W CONNECT TO EXISTING INLET RE:894.08 CONTRACTOR TO FIELD VERIFY INVERT ELEVATIONS & NOTIFY ENGINEER IF ANY DISCREPANCIES. IE:891.63 W EX ST-7 RE:896.82 IE:892.50 W EX ST-5 RE: 896.80 IE:893.58 W EX ST-1 IE:891.90 NW EX ST-10 IE:890.80 E EX ST-9 RE:896.04 IE:892.00 E IE:892.00 W EX ST-2 IE:891.73 SE STMH OCS 01 BROAD CRESTED WEIR IE: 890.80 RE:894.93 IE:888.40 E CBMH 28 (CONNECT TO EXISTING STORM SEWER) RE:891.48 IE:887.20 W IE: 887.10 S CONTRACTOR TO FIELD VERIFY INVERT ELEVATIONS AND ADJUST TIE IN INVERT AS NEEDED TO ENSURE POSITIVE DRAINAGE. CO 24 RE:897.01 IE:894.54 W IE:894.54 NE RD 23 IE:894.64 E EXISTING MODIFIED SKIMMER OUTLET MANHOLE WEIR IE: 891.90 12" PVC IE: 887.25 E CONNECT TO EXISTING STMH RE:896.97 IE:892.81 S IE:892.71 N CONTRACTOR TO FIELD VERIFY INVERT ELEVATIONS & NOTIFY ENGINEER IF ANY DISCREPANCIES. EX ST-6 RE:896.92 IE:892.81 E RD 30 IE:893.30 S CBMH 22 RE:894.60 IE:890.37 E IE:890.37 NW PROP. CONNECTION TO UNDERGROUND SYSTEM IE:890.80 E CBMH 34 WITH BARRACUDA & 7-FT SUMP RE:894.24 IE:890.95 N IE:890.95 W 80 LF - 18" HDPE @ 0.25% 35 LF - 15" HDPE @ 0.32%24 LF - 15" HDPE @ 0.32% 15 LF - 12" HDPE @ 2.00%155 LF - 12" RCP @ 0.50% 81 LF - 15" RCP @ 0.21% 37 LF - 15" RCP @ 3.23%100 LF - 15" RCP @ 0.50% 60 LF - 15" RCP @ 2.00% 75 LF - 8" PVC @ 1.00% 10 LF - 8" PVC @ 1.00% 21 LF - 6" PVC @ 6.39% 46 LF - 12" HDPE @ 0.45% 83 LF - 15" HDPE @ 0.32% EXISTING DETENTION POND (ID: 14-12-A) DESIGN LEVEL 2 POND TOTAL VOLUME: 43,623 CF BOTTOM OF POND: 888.40 TOP OF POND: 893.30 1.1" WATER QUALITY VOLUME ELEVATION: 890.10 DEAD POOL VOLUME ELEVATION: 891.90 100-YR HWL: 893.28 CONTRACTOR TO RESEED BOTTOM OF POND & PROVIDE IMPERMEABLE LINER PER DETAIL ON SHEET C505. PROPOSED UNDERGROUND DETENTION BASIN (ID: 14-12-D) (ADS STORMTECH 45" CHAMBERS) DESIGN LEVEL 2 POND TOTAL VOLUME: 7,579 CF UNDERGROUND BASIN FOOTPRINT AREA: 2,250 SF (39) 45" UNDERGROUND CHAMBER INVERT: 887.75 STONE INVERT: 886.75 1.1" WATER QUALITY VOLUME ELEVATION: 888.90 DEAD POOL VOLUME ELEVATION: 890.80 100-YR HWL: 891.68 BORING ST-7 BORING ST-5 BORING ST-4 BORING ST-6 BORING ST-8 BORING ST-1 BORING ST-2 BORING ST-3 HAB-1 HAB-2 HAB-3 FES 41 IE:890.30 SE 88 9 88 9 EXISTING BUILDING FFE: 897.70 52 LF - 15" HDPE @ 2.96% 89 5 89 6 D PROPOSED CONTECH STORMFILTER W/ PHOSPHOSORB MEDIA. (70) 27" CARTRIDGES 28 LF - 18" HDPE @ 0.25% 10 LF - 18" HDPE @ 0.25% CBMH 51 RE:894.55 IE:891.80 S 15 LF - 15" HDPE @ 1.00% 85 LF - 12" HDPE @ 1.00% 89 5 53 LF - 12" PVC @ 2.34% CONNECT TO EXISTING STRUCTURE IE:886.00 E 28 LF - 18" HDPE @ 0.25% STORMFILTER OUTFLOW IE:890.44 W STORMFILTER INFLOW IE:890.94 E 29.5' 11 . 0 ' STMH 35 RE:896.06 IE:890.96 E IE:891.96 N IE:890.96 W 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 \ C 5 - S T O R M S E W E R P L A N . d w g A u g u s t 1 9 , 2 0 2 4 - 1 2 : 2 9 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 NORTH PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D Know what'sbelow. before you dig.Call R PR E P A R E D F O R ST O R M S E W E R PL A N C503 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 . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 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 05 / 2 0 / 2 0 2 4 AS S H O W N BS K BS K MT L STORM SEWER NOTES 1.INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE 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.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 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 4.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5.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. 6.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. 7.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. 8.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9.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. 10.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11.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. 12.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. STORMWATER MANAGEMENT NOTES 1.B-1: REQUIRED DEAD POOL VOLUME : 5,256 CUBIC FEET REQUIRED WATER QUALITY VOLUME: 7,986 CUBIC FEET TOTAL REQUIRED PERMANENT POOL VOLUME: 13,242 CUBIC FEET TOTAL PROVIDED PERMANENT POOL VOLUME: 25,660 CUBIC FEET 2.B-2 : REQUIRED DEAD POOL VOLUME : 1,602 CUBIC FEET REQUIRED WATER QUALITY VOLUME: 2,795 CUBIC FEET TOTAL REQUIRED PERMANENT POOL VOLUME: 4,397 CUBIC FEET TOTAL PROVIDED PERMANENT POOL VOLUME: 5,924 CUBIC FEET 3.UNDERGROUND BASIN & ABOVE GROUND BASIN WILL BE LINED WITH IMPERMEABLE LINER. 4.BASIN EXCAVATION SHALL BE HELD 1' ABOVE THE BOTTOM OF THE BASIN UNTIL THE CONTRIBUTING DRAINAGE AREAS WITH EXPOSED SOILS HAVE BEEN FULLY STABILIZED AND BITUMINOUS BASE COURSE INSTALLED ON THE CONTRIBUTING AREAS. 5.DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THE EXCAVATED CELL OR INTO THE WORK AREA. 6.CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU, OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. 7.INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING. SCHEDULE WORK FOR PERIODS OF DRY WEATHER. 8.DO NOT LEAVE FILTRATION AREAS AND/OR PERIMETER SLOPE EXPOSED OVERNIGHT. SECURE THE AREA FROM RISK OF PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT STORMWATER AWAY FROM WORK AREA AND TEMPORARILY COVER ALL EXPOSED SOILS WITH FILTER FABRIC OR IMPERMEABLE SHEETING. 9.IN THE EVENT THAT THE SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, REMOVE SEDIMENT PRIOR TO INITIATING THE NEXT STEP IN THE BASIN CONSTRUCTION PROCESS. 10.EXCAVATE SEDIMENT BUILT UP DURING CONSTRUCTION AFTER STABILIZATION OF UPSTREAM AREAS AND BEFORE PLACEMENT OF HYDRAULIC SOIL STABILIZER TYPE SPECIAL. 11.STOCKPILING OF MATERIAL SHALL NOT BE ALLOWED IN PROPOSED BASIN. 12.ALL BASINS CONSTRUCTION ACTIVITIES SHALL BE COMPLETED DURING DRY SOIL CONDITIONS. 13.ALL WET PONDS SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS. STORMWATER HARVESTING SYSTEM REQUIREMENTS 1.SYSTEM SHALL DESIGNED BY A CERTIFIED IRRIGATION CONTRACTOR OR LICENSED LANDSCAPE ARCHITECT. 2.THE SYSTEM, INCLUDING PUMPS, CONTROLLERS, CONNECTIONS, AND IRRIGATION LINE PLACEMENT MUST BE SUBMITTED FRO REVIEW AND APPROVAL BY CITY STAFF. 3.THE SYSTEM MUST INCLUDE A CONNECTION TO MUNICIPAL WATER AS A BACK UP IRRIGATION SOURCE - THIS CONNECTION MUST INCLUDE AN AIR GAP OR OTHER BACKFLOW PREVENTION PRACTICE AND CLEARLY SHOWN ON THE PLANS. 4.MUNICIPAL WATER CANNOT BE PUMPED INTO POND TO BE LATER PUMPED INTO THE IRRIGATION SYSTEM. 5.PRIVATE IRRIGATION WELLS AS A BACK-UP IRRIGATION SOURCE ARE NOT ALLOWED. 6.IRRIGATION HEADS MUST BE PLACED A MINIMUM 6" FROM BACK OF CURB, TRAIL, SIDEWALK OR OTHER HARD SURFACE. 7.EPA APPROVED SMART CONTROLLERS MUST BE USED. 8.PROVIDE DETAIL RELATED TO THE PUMP AND CONTROLLER INCLUDING DETAILED RELATED TO THE FLOAT SYSTEM AS WELL AS CLEARLY IDENTIFYING PROTECTION/SCREENING FOR THE SYSTEM INTAKE IN THE POND AND LOCATION OF INTAKE IN THE POND (ELEVATION AND GENERAL LOCATION). 9.THE SYSTEM SHOULD BE DESIGNED TO INCLUDE AN EXTERIOR METER LOCATION ON THE SYSTEM THAT ALLOWS FOR CITY STAFF TO DETERMINE THE HOURS OF USE OR GALLONS PUMPED FROM THE POND FOR REPORTING PURPOSES TO THE DNR. 10.CHECK VALVES SHOULD BE CLEARLY NOTED WHERE NECESSARY, ROTORS SHOULD BE PRESSURE REGULATED TO 45 PSI AND SPRAYS OPERATED AT 30 PSI. STORMWATER POND REQUIREMENTS (B-1) REQUIREMENT PROPOSED DEAD STORAGE OF AT LEAST 1800 CUBIC FEET PER ACRE OF DRAINAGE AREA DEAD POOL VOLUME = 1800 CF X 2.92 AC = 5,256 CF REQUIRED + WATER QUALITY VOLUME IS GREATER THAN 1" OF IMPERVIOUS AREA WATER QUALITY VOLUME = 1" X 95,832 SF = 7,986 CF REQUIRED = PERMANENT POOL VOLUME REQUIRED = 13,242 CF PERMANENT POOL VOLUME PROVIDED = 25,660 CF POND'S PERMANENT STORAGE VOLUME MUST BE A MINIMUM OF 3-FEET 3.5 FEET FLOW PATH LENGTH TO POND WIDTH RATIO 3:1 TO 10:1 (3:1 RECOMMENDED) BASIN LENGTH = 100' BASIN WIDTH = 33' RATIO = 3.03:1 WET EXTENDED DETENTION OR MULTI-CELL SYSTEM WET EXTENDED DETENTION POND 6" OF PROPOSED DECOMPACTED TOPSOIL ABOVE 12" REHABILITATED ENGINEERED SOIL MEDIA. MNDOT SPEC. 3877 FILTER TOPSOIL BORROW, MODIFIED TO HAVE A MIXTURE BY VOLUME OF 80% SAND COVER MEETING GRADATION REQUIREMENTS OF SPEC. 3128 "FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE" AND 20% MNDOT GRADE 2 COMPOST. TOPSOIL TO CONTAIN AT LEAST 5% ORGANIC CONTENT. CONTRACTOR IS TO NOT COMPACT PROPOSED LANDSCAPE AREAS LANDSCAPE AREA SPECIFICATIONS PROPOSED UNDERGROUND SYSTEM WILL BE USED FOR IRRIGATION REUSE. AN IRRIGATION USAGE METER WILL BE PROVIDED FOR ON-SITE MEASUREMENTS AND IS REQUIRED FOR ANNUAL DOCUMENTATION TO THE WATERSHED DISTRICT IRRIGATION USEAGE METER MANHOLE OR OTHER OPENING TO BE PROVIDED FOR EACH ROW OF CHAMBERS FOR INSPECTION/MAINTENANCE. THE UNDERGROUND STORM SYSTEM MUST BE INSPECTED AND INSTALLATION CERTIFIED TO THE BUILDING & INSPECTIONS DIVISION CITY NOTE STORMWATER POND REQUIREMENTS (B-2) REQUIREMENT PROPOSED DEAD STORAGE OF AT LEAST 1800 CUBIC FEET PER ACRE OF DRAINAGE AREA DEAD POOL VOLUME = 1800 CF X 0.89 AC = 1,602 CF REQUIRED + WATER QUALITY VOLUME IS GREATER THAN 1" OF IMPERVIOUS AREA WATER QUALITY VOLUME = 1" X 33,541 SF = 2,795 CF REQUIRED = PERMANENT POOL VOLUME REQUIRED = 4,397 CF PERMANENT POOL VOLUME PROVIDED = 5,924 CF POND'S PERMANENT STORAGE VOLUME MUST BE A MINIMUM OF 3-FEET 3.05 FEET FLOW PATH LENGTH TO POND WIDTH RATIO 3:1 TO 10:1 (3:1 RECOMMENDED) BASIN LENGTH = 95' BASIN WIDTH = 22.75' RATIO = 4.17:1 WET EXTENDED DETENTION OR MULTI-CELL SYSTEM WET EXTENDED DETENTION POND SITE COMPACTION NOTES 1.THE CONTRACTOR SHALL ENSURE ALL SOIL SURFACE COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE: 1.1.A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OF SOIL OR 1.2.A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT IN THE UPPER 12 INCHES OF SOIL. IN ADDITION, UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION MUST BE PROTECTED UNTIL FINAL REVEGETATION OR OTHER STABILIZATION OF THE SITE. 2.STABILIZATION OF DISTURBED AREAS MUST BEGIN IMMEDIATELY WHENEVER LAND-DISTURBING ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME WITHIN SEVEN CALENDAR DAYS ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER; WITHIN 14 DAYS ELSEWHERE. APPROXIMATE BORING LOCATIONS (REFER TO GEOTECH REPORT) PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 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 RETAIL ±18,500 SF FFE: 897.62 EVCHARGINGEVCHARGING TA K E TU R N S P - P a s s e n g e r C a r 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 \ E x h i b i t s \ 2 0 2 4 - 0 6 2 7 _ T u r n i n g E x h i b i t \ 2 0 2 4 - 0 6 2 7 _ T u r n i n g E x h i b i t . d w g J u l y 1 8 , 2 0 2 4 - 5 : 0 1 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 PR E P A R E D F O R DR I V E T H R U TU R N I N G E X H I B I T ---- 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 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 05 / 2 0 / 2 0 2 4 AS S H O W N XX X XX X XX X NORTH Know what'sbelow. before you dig.Call R PATIOPROPOSED QSR ±2,447 SF FFE: 896.85 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 RETAIL ±18,500 SF FFE: 897.62 EVCHARGINGEVCHARGING TA K E TU R N S GARBAGE TRUCK 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 \ E x h i b i t s \ T r a s h T r u c k T u r n \ 2 0 2 4 - 0 6 2 7 _ T r a s h T r u c k T u r n i n g E x h i b i t . d w g J u l y 1 8 , 2 0 2 4 - 5 : 0 6 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 PR E P A R E D F O R TR A S H T R U C K TU R N I N G E X H I B I T ---- 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 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 05 / 2 0 / 2 0 2 4 AS S H O W N XX X XX X XX X NORTH Know what'sbelow. before you dig.Call R PLANET FITNESS & STARBUCKS 11609 LEONA ROAD City of Eden Prairie Planning Commission August 26, 2024 PROJECT LOCATION •11609 Leona Road •Former Office Depot EXISTING CONDITIONS SITE PLAN PLANET FITNESS ELEVATIONS STARBUCKS ELEVATIONS SUSTAINABILITY HIGHLIGHTS •Above Ground and Below Ground Stormwater Management •Irrigation Reuse, Stormwater Rate, Quality, & Quantity Controls •Improved Pedestrian/ Bicycle Connectivity •Enhanced Landscaping •EV Charging Stations