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HomeMy WebLinkAboutPlanning Commission - 11/18/2024AGENDA EDEN PRAIRIE PLANNING COMMISSION Monday, November 18, 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 September 9, 2024 V. PUBLIC HEARINGS A. Marshall Gardens (2024-10) Request for: • Comprehensive Plan Amendment from Low Density Residential to Medium Density Residential on 8.69 acres and from Low Density Residential to Parks & Open Space on 12.95 acres. • Planned Unit Development Concept Plan Review on 32.11 acres • Planned Unit Development District Review with Waivers on 7.21 acres • Zoning Change from Rural to R1-9.5 on 7.21 acres, Rural to RM-2.5 on 8.69 acres, and Rural to Parks and Open Space on 12.95 acres. • Preliminary Plat of 32.11 acres into 16 lots, 4 outlots, and right of way • Site Plan Review on 32.11 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, November 18, 2024 _______________________________________________________________________________ MONDAY, NOVEMBER 18, 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 MONDAY, SEPTEMBER 9, 2024 MOTION: Move to approve the Planning Commission minutes dated September 9, 2024 V. PUBLIC HEARINGS A. Marshall Gardens (2024-10) Request for: • Comprehensive Plan Amendment from Low Density Residential to Medium Density Residential on 8.69 acres and from Low Density Residential to Parks & Open Space on 12.95 acres • Planned Unit Development Concept Plan Review on 32.11 acres • Planned Unit Development District Review with Waivers on 7.21 acres • Zoning Change from Rural to R1-9.5 on 7.21 acres, Rural to RM-2.5 on 8.69 acres, and Rural to Parks and Open Space on 12.95 acres • Preliminary Plat of 32.11 acres into 16 lots, 4 outlots, and right of way • Site Plan Review on 32.11 acres MOTION 1: Move to close the public hearing. MOTION 2: Move to approve Comprehensive Plan Amendment from Low Density Residential to Medium Density Residential on 8.69 acres and from Low Density Residential to Parks & Open Space on 12.95 acres, Planned Unit Development Concept Plan Review on 32.11 acres, Planned Unit Development District Review with Waivers on 7.21 acres, Zoning Change from Rural to R1-9.5 on 7.21 acres, Rural to RM-2.5 on 8.69 acres, and Rural to Parks and Open Space on 12.95 acres, Preliminary Plat of 32.11 acres into 16 lots, 4 outlots, and right of way and Site Plan Review on 32.11 acres as represented in the November 18, 2024 staff report, subject to the conditions listed in the staff report. ANNOTATED AGENDA November 18, 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, SEPTEMBER 9, 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 Acting Chair Farr called the meeting to order at 7:00 p.m. II. PLEDGE OF ALLEGIANCE – ROLL CALL Commission member Pieper was absent. III. APPROVAL OF AGENDA MOTION: Taylor moved, seconded by Weber to approve the agenda. MOTION CARRIED 8-0. IV. MINUTES MOTION: Grote moved, seconded by Kirk to approve the minutes of August 26, 2024. MOTION CARRIED 8-0. V. PUBLIC HEARINGS A. WUNDERLICH-MALEC BUILDING ADDITION (2024-06)) Request for: • Planned United Development Concept Review on 5.13 acres • Planned Unit Development Amendment with waivers on 5.13 acres • Site Plan Review on 5.13 acres Amy Schwabe, of TWP Architects, and property owner Neal Wunderlich, presented a PowerPoint and detailed the application. Wunderlich proposed an expansion of approximately 8,000 square feet to house the engineering staff over PLANNING COMMISSION MINUTES September 9, 2024 Page 2 the current manufacturing area, preserving heritage trees. Wunderlich summarized the 40-year history of his company (Wunderlich-Malec or WM), an engineering and fabrication company building control panels. The company had outgrown its production space for fabrication due to increased demand, hence the proposed expansion. This expansion would not increase the building’s footprint and was the best and safest proposal in his estimation. Wunderlich added this was an employee-owned company. Schwabe displayed the existing and proposed site and floor plans and explained the reconfiguration of the first office floor. There would be additional landscaping in the final result. The total building square footage with the expansion would be 56,475 square feet. Exterior materials would match the existing materials. The floor area ratio would be less than 25 percent (half of the maximum allowed) and the office would use less than 50 percent of the total gross square footage. The addition would be 33 feet, less than the 40-foot height requirement. The landscaping will follow the requirements. The parking calculations were based on the square footage and occupant use requirements, 187 parking stalls required. In 1993 the developer agreement had approved 50,550 square feet and this proposal was below that. Existing trees would be maintained. The parking waiver was requested due to the fact the actual occupants on site were 161 staff, with the number decreased to 108 with staff working from home, resulting in a less intensive development than the approved 1993 agreement. There would be no impact to traffic patterns or roadway operations, and no tree loss. Barnhart presented the staff report. All specifications complied with the City code. The expansion eliminated additional stormwater management. This was the best approach given the constraints to the site. Staff supported the parking reduction waiver. This business was doing a great job of managing the needed parking on-site, and would not require use of off-site parking. Staff recommended approval subject to the conditions outlined in the staff report. Farr noted this was a development agreement with opportunity for growth. He asked for and received confirmation the development agreement traveled with the property, and any additional parking in the future would require a parking deck or ramp. Taylor stated he had visited the site, and noticed the trash bins on the east side of the property were not covered or screened. Barnhart agreed the City Code required traffic receptacles inside or with a roof, and this could be addressed. Duncan echoed Farr’s concerns and asked if the PUD would ever expire. Barnhart replied the PUD ran with the land and did not expire. Duncan also asked if the disparity between 161 current employees but the existing 136 was due to 25 PLANNING COMMISSION MINUTES September 9, 2024 Page 3 employees having been hired since 2015. Wunderlich explained there were 140 staff in the Eden Prairie office, plus Oakdale staff. The most staff in the office was 100 people, most days 80 or 70, since employees traveled and conducted site visits. There were many empty parking spots every day. Schwabe added 161 stalls was her highest estimate, to cover snow handling during the winter. MOTION: Sherwood moved, seconded by Grote to close the public hearing. Motion carried 8-0. Sherwood stated he remembered the start of this firm and was pleased to see it progress. He commended the project. Weber agreed, appreciating the project without adding parking. Kirk also agreed, commending the retention of trees. Taylor also agreed this was a great local story and project. Farr agreed. MOTION: Weber moved, seconded by Kirk to recommend approval of a Planned United Development Concept Review on 5.13 acres; Planned Unit Development Amendment with waivers on 5.13 acres; Site Plan Review on 5.13 acres as represented in the September 9, 2024 staff report subject to the conditions listen in that staff report. Motion carried 8-0. B. COSTCO FUEL EXPANSION (2024-09)) Request for: • Planned Unit Development Amendment with waivers on 18 acres • Site Plan Review on 18 acres Julie Anderson, of Barghausen Consulting Engineers, presented a PowerPoint and detailed the application. This requested the expansion of the Costco Fuel Facility. There were eight dispensers, three 20,000-gallon gasoline underground storage tanks, one 1,500-gallon fuel additive tank, and a 3,842-square foot canopy currently on the site, which also have an inside fuel drop lane. The proposal would add seven new underground storage tank dispensers, one new 30,000-gallon underground storage tank, a 5,361-square foot canopy (for a total of 9,203 square feet of canopy space), an outside fuel drop lane, a new controller enclosure, and would widen the eastern driveway. Anderson displayed the materials showing the matching canopy design, brick veneer columns, and the three-toned brick walls. The traffic analysis showed a small net increase in traffic due to increased demand, and she expected a 50 decrease in queue wait times, along with increased processing capacity. The site driveways were projected to continue to operate acceptably. There were also recent transportation improvements in the form of a new traffic signal at the west driveway, restriping and new turn lanes on Technology Drive, and a restriped west driveway with separate turn lanes. PLANNING COMMISSION MINUTES September 9, 2024 Page 4 Operations were consistent with existing fuel capacity, and there was always an attendant onsite. There were open to Costco members only. A red-light/green- light system would be used for dispenser availability. Duncan stated the queue solution presented had already answered one of her questions. Barnhart presented the staff report. The additional pumps and control building and expansion of canopy would result in loss of 16 parking spaces but Costco already exceeded Code requirements for parking. This was the case even with storage of snow in winter as shown. The waiver on the eastern driveway for a 46-foot width was to accommodate trucks and left and right turn lanes. Staff supported this. The materials of the addition were consistent with the Costco design. Staff recommended approval subject to the conditions of the staff report. Duncan asked if there was a timeline for the previous PUD waivers, and Barnhart replied if not acted on, they continued unless rescinded by the City Council; he did not anticipate such an action. Duncan asked if there were any current or planned EV charging stations. Anderson replied there were none at this time and no current plan to provide them. Barnhart added there was no requirement for them for this application. Kirk stated this had been brought up before but at the time it did not seem feasible and the commission did not take any specific action. Farr asked if the applicant would not be painting a crosswalk on the east driveway, as there was an existing one on the west driveway. He requested this with a dedicated safety island. Schulze confirmed this was not included, as his department did not typically require striping in private parking lots, as opposed to on streets. It was the applicant’s choice to do this or not. Duncan asked for and received confirmation from Schulze the turn lane would not be affected with the widening of the eastern entrance. Farr recalled the expansion application four years ago and asked why that was not completed. Barnhart replied he could not remember the reason but that had been a smaller project in scope. Anderson replied that expansion had been proposed before the Covid-19 pandemic, and then the project went on hold indefinitely. Costco had subsequently reevaluated its proposal to ensure the project made sense for the site, and determined a larger expansion was needed. MOTION: Grote moved, seconded by Duncan to close the public hearing. Motion carried 8-0. Kirk stated that, as a commission member who remembered the discussion from four years ago, he found this project to be a positive expansion. He stated anything that could be done to decrease the wait times was a positive, and he PLANNING COMMISSION MINUTES September 9, 2024 Page 5 supported the proposal. Weber agreed, and thanked the applicant. Farr stated the actual traffic situation counteracted his initial skepticism. Sivilay agreed. MOTION: Kirk moved, seconded by Duncan to recommend approval of a Planned Unit Development Amendment with waivers on 18 acres and a Site Plan Review on 18 acres as represented in the September 9, 2024 staff report subject to the conditions in that staff report. Motion carried 8-0. PLANNERS’ REPORT MEMBERS’ REPORTS VI. ADJOURNMENT MOTION: Taylor moved, seconded by Weber to adjourn. Motion carried 8-0. The meeting was adjourned at 7:41 p.m. BACKGROUND The subject property is located at 9905 Dell Road, and currently has a single-family dwelling, agricultural buildings, farm land, and private open space. North and west of the site is single family residential. Northwest is Crestwood Park, and to the east is city owned preserved natural areas. To the south is larger lot single family residential. The northern one half of the property has been farmed for many decades. The farmstead (house, barns and other related structures) are located south of the farmed area, south of the farmstead area the site drops off to Riley Creek. After crossing Riley Creek, the site slopes back up toward Turnbull Road. TO: Planning Commission FROM: Jeremy Barnhart, City Planner DATE: November 18, 2024 SUBJECT: Marshall Gardens (2024-10) LOCATION: 9905 Dell Road APPLICANT: Lake West Development REQUESTS: • Comprehensive Plan Amendment from Low Density Residential to Medium Density Residential on 8.69 acres and from Low Density Residential to Parks & Open Space on 12.95 acres. • Planned Unit Development Concept Plan Review on 32.11 acres • Planned Unit Development District Review with Waivers on 7.21 acres • Zoning Change from Rural to R1-9.5 on 7.21 acres, Rural to RM- 2.5 on 8.69 acres, and Rural to Parks and Open Space on 12.95 acres. • Preliminary Plat of 32.11 acres into 16 lots, 4 outlots, and right of way • Site Plan Review on 32.11 acres 120-DAY REVIEW PERIOD March 12, 2025 Staff Report – Marshall Gardens November 18, 2024 Page 2 2 The developer proposes subdividing the property into a neighborhood featuring a 100 unit multi-family structure and 15 detached single family homes. The preliminary plat will include right of way for both Crestwood and Dell, and 4 outlots for open space preservation and stormwater management. The developer made conscious decisions in the planning process to limit impacts to the natural features south of the bluff line and preserve open garden spaces. One of the outlots will preserve the bluff leading to Riley Creek. Another outlot will be preserved for a community garden, owned and managed by a private Homeowners Association. Concurrent with this project, the City is redeveloping Dell Road, converting the existing section of gravel road to a paved section, improving safety and accessibility. This improvement has been included in the City’s Capital Improvement Plan (CIP) for many years, but has been deferred to coincide with the development of the Marshall property. This improvement to Dell Road will unavoidably impact some of the area south of the bluff line. COMPREHENSIVE PLAN AMENDMENT AND ZONING Staff Report – Marshall Gardens November 18, 2024 Page 3 3 Comprehensive Plan Amendment The entire subject property is currently guided for Low Density Residential. Applying potential low density residential density ratios to the gross acreage of the site, approximately 150 residential units could be developed. The project provides for 115 dwelling units. Amending the land use guiding facilitates additional green space preservation, adds additional variety in housing, and helps address other city goals, including the routing of Dell Road and affordable housing. The proposed Comprehensive Plan Amendment was distributed to 8 adjacent agencies, with comments requested by October 12, 2024. The City received two responses, from the City of Chanhassen and Hennepin County Transportation. Both reported no impact to their organizations. Staff supports the Comprehensive Plan Amendment because it aids in the achievement of the goals listed above. Zoning Amendment The proposed zoning amendment rezones the property from Rural to R1-9.5, RM-2.5, and Parks and Open Space as illustrated above. The proposed zoning is consistent with the proposed land use guidance. PRELIMINARY PLAT The preliminary plat subdivides the property into 16 buildable lots, 4 outlots, and right of way (ROW). Portions of the ROW will be used for the extension of Crestwood Terrace, connecting Canopy Trail/Laforet Drive and Dell Road at Crestwood Terrace. Additional ROW is provided to accommodate the reconstruction of Dell Road, a City led project to be constructed in conjunction with the development. A 8.69 acre lot is created for the multi-family building. More information on the multi-family building can be found later in this report. 15 single family lots are created on the north side of Crestwood Terrace. The developer is requesting waivers for these lots from the area and width requirements. The reduced size supports buyers seeking single level living with minimized exterior maintenance. Staff Report – Marshall Gardens November 18, 2024 Page 4 4 Of the four outlots proposed, Outlots B and C are provided for stormwater management and will be owned by the City. Outlot A will be used as a community garden, with sub-plots ‘leased’ to neighborhood initially, and if sites are available, to the community at large for small scale gardening. Outlot D will be provided to the City and will be used to preserve the natural open space of this parcel with the exception of the area needed for the City Dell Road project. The City plans to add nature trails through the area, connecting with similar trails and sidewalks on adjacent parcels along the Creek. None of the outlots, including the community garden, may be developed without platting. The HOA documents and Development Agreement will illustrate the intention of the community garden and protect it long term. PLANNED UNIT DEVELOPMENT WAIVERS Waivers are requested for the single-family homes north of Crestwood Terrace. The required minimum width and area in the R1-9.5 zoning district is 70 feet, and 9,500 square feet, respectively. 12 of the 15 lots will require at least one waiver. Those lots are in bold in the table below. The requested waivers initiate the Sustainable Building Standards for the single-family homes, requiring EV ready parking and solar ready construction for the homes. The waivers directly support the community garden. If the single-family lots were larger, the community garden size would be decreased, and shared open space component to the project would be diminished. Staff supports the waivers because in addition to meeting the requirements of the Sustainable Building Standards, the developer exceeds the requirements of usable open space, including the garden area. The developer further proposes solar panels on the south side of the multi-family building and 100 EV ready parking stalls in the underground parking area. The solar panels will be installed with initial construction. ACCESS AND STREET CONNECTIONS A new segment of Crestwood Trail will extend from Canopy Trail/Laforet Drive in the NE corner of the site to Dell Road, creating a 4 way intersection at Dell Road with the existing Crestwood Trail. Width Area Lot 1 83 9875 Lot 2 60 8821 Lot 3 61 8608 Lot 4 60 8256 Lot 5 60 8099 Lot 6 61 8318 Lot 7 60 8765 Lot 8 60 9117 Lot 9 119 12376 Lot 10 61 8178 Lot 11 60 10026 Lot 12 60 9910 Lot 13 60 7965 Lot 14 60 7800 Lot 15 109 10711 Staff Report – Marshall Gardens November 18, 2024 Page 5 5 All developable lots will access off of Crestwood Terrace. No direct access onto Dell Rd is proposed. The underground parking garage will have vehicular access on both the east and west sides of the building. A single drive lane will connect these two entrances. SIDEWALKS AND TRAILS The existing public sidewalk on the east side of Dell Rd will extend south to the Crestwood Terrace intersection. A new sidewalk will be added along the south side of new Crestwood, connecting to Dell Rd and Canopy Trail/Laforet Dr. A connection to Crestwood Park is via a crosswalk at Geisler Rd at Dell Rd. The developer also proposes trails throughout the development, into the community garden area, and around the multi-family building. TRAFFIC STUDY A traffic study was completed on August 27, 2024. The study looked at traffic forecasts in 2027 both in the build and no build conditions. Very little changes were observed in the no build condition besides nominal forecasted traffic growth and an estimated increase in the use of Dell Road with the upgraded roadway connection to Flying Cloud Drive. The build condition analyzed the study intersections with the added trips from the development and also provided a distribution assessment of those trips throughout the area. In the build condition, all study intersections remained at a level of service (LOS) A with only 2 side streets tipping to a LOS B or increasing the delay by one second in the AM and PM peak. Those were Geisler Road and Crestwood Terrace. The study concludes that no operational issues are expected as a result of the proposed development from an intersection capacity perspective. PARKING Parking requirements are 2 spaces per dwelling unit. One half of those spaces must be covered. Each of the single family “villa” homes will have a two car garage and space for exterior parking in the driveway. Because a PUD is requested for the villa homes, each building will be configured for EV readiness. The 100 unit multi-family building includes 200 underground parking spaces. Approximately ½ of these spaces (those along the north wall) will be EV ready. Included within these 200 spaces are compact stalls and ADA accessible stalls. Adjacent to the building are 58 uncovered guest parking spaces, including 5 ADA spaces. The parking plan exceeds the code requirement. Staff Report – Marshall Gardens November 18, 2024 Page 6 6 BUILDING ARCHITECTURE AND MATERIALS The multi-family structure looks like four separate buildings from the exterior; all buildings are connected with a single underground parking level. The visually separated building reduces the massing impact of a large single building. The buildings maintain a residential style, with peaks and gables, rather than the typical flat roof seen in newer multi-family residential structures. The buildings are sided with masonry, fiber cement siding, and glass, with metal accents. The south side of the building will include metal railings for the elevated balconies. The building materials meet or exceed the minimum standards of the RM-2.5 zoning district on all facades. Each of the 4 buildings are three story, excluding the underground parking level. Two units will share a front door/elevator foyer on each floor. (One elevator for 6 units). The elevator will go from the garage level to the 3rd floor for each foyer area. The staircases in every other foyer area will extend from the third floor to the parking garage, providing fire access to all levels of the structure, satisfactory to the Fire Department. The parking lot adjacent to all entrance foyers are striped to prohibit parking, to allow ease of identification and access for emergencies and deliveries. The building height is calculated at 38 feet, complying with the height limit of 45 feet. Staff Report – Marshall Gardens November 18, 2024 Page 7 7 The single-family homes are intended to provide single level living and feature gable roofs to mimic the architecture of the multi-family building. The intended market is residents hoping to age in place. Also proposed is a community ‘garden’ building located near the multi-family building. This 800 sq ft building can serve a variety of purposes, including storage and space for gathering. The materials and general design support the multi-family structure. USABLE OPEN SPACE The project includes 3.44 acres of outdoor and indoor open space, exceeding the code requirement, which is 0.34 acres (150 sq ft per unit). 3.35 acres are outdoors, and include the community garden area, grade level patios and pool, a dog park area and sidewalks and trails throughout the neighborhood. Indoor open spaces include two community clubhouse rooms adjacent to the center plaza and pool deck. PHASE I ENVIRONMENTAL SITE ASSESSMENT A Phase I Environmental Site Assessment was prepared on August 15, 2024. This assessment has revealed no ASTM Recognized Environmental Conditions (RECs), no Controlled Recognized Environmental Conditions (CRECs) and no Historical Recognized Environmental Conditions (HRECs) in connection with the Subject Property. WETLAND, SHORELAND, AND BLUFF Development on the site is concentrated on the northern half of the site, north of the established bluff line. In this area, no wetland has been identified. South of the bluff line is the bluff, steep slopes, vegetated areas, and shoreland around Riley Creek. The outlot south of the bluff line, to be owned and maintained by the city, will encompass and protect these sensitive areas. An amendment to the Comprehensive Plan and zoning district change will further protect this area long term. ENDANGERED, THREATENED OR SPECIAL CONCERN SPECIES A rare species assessment was completed on May 30, 2024. Within the developable area (north of the bluff line), the report found the Marshall Gardens project will not result in impacts to state or federal threatened, endangered, or special concern plant species or native plant communities, based on available information and site observations. DRAINAGE/STORMWATER MANAGEMENT Stormwater is managed carefully to avoid impact to the bluff. Water will be collected and routed to one of two storm water ponds, in Outlots B and C. Both of these ponds, because they collect water Staff Report – Marshall Gardens November 18, 2024 Page 8 8 from the public street, will be owned and maintained by the City. UTILITIES A new water main is proposed to connect at both Laforet Drive and Crestwood Terrace, looping that service. An additional private water main will loop through the multi-family parking lot. Several fire hydrants are located along these mains. A new sanitary sewer main will be installed along the new Crestwood Terrace and will connect to an existing main along Dell Road. TREE LOSS AND GRADING A tree inventory of all heritage and significant trees has been completed. No heritage trees are being removed. 871 caliper inches of significant trees are removed, mostly in the area of the existing farmstead. Trees south of the bluff line will not be removed as part of this project, though some will be removed as part of the City’s reconstruction of Dell Road. With credit for preserving heritage trees, the developer is responsible for replacing 40 caliper inches of trees. These are incorporated into the landscaping plan, many located within the buffer area along the north property line. Staff Report – Marshall Gardens November 18, 2024 Page 9 9 LANDSCAPING AND TREE REPLACEMENT PLAN A landscaping plan has been prepared and exceeds the minimum requirements. The size of the multi-family building requires 754 caliper inches of trees, the landscape plan provides for 911 caliper inches of trees, shrubs, and decorative planting. Buffer plantings of overstory and evergreen trees are proposed along the north property line of Lots 11-15 for screening between the residential neighborhood to the north. These are the only lots directly neighboring other residential. Additional screening is provided along the parking lot for the multi- family building and along Dell Road. Foundation plantings are proposed around the multi-family building, and include deciduous and evergreen shrubs, ornamental grasses, and perennials. The landscaping plan exceeds the minimum requirements of the City Code, though some additional detail is required and will be provided prior to review by the City Council. INCLUSIONARY HOUSING The multi-family project is subject to the inclusionary housing ordinance. The developer has elected to satisfy that requirement by payment of the fee, currently $150,000 for each of the 10 units required. The fee in place will be due at the time of building permit. SUSTAINABILITY Waivers have been requested for the single-family portion of the development. Each of the homes will be wired for EV readiness, and the structure engineered to accommodate solar panels and wiring. According to the applicant’s narrative and plans, the following sustainable features are proposed for this project, including: • Solar panels on the roof of the multi-family building, • EV capable parking • Enrollment in Xcel Energy Design Assistance Program Staff Report – Marshall Gardens November 18, 2024 Page 10 10 • Energy Star appliances • Meet existing code requirements related to energy consumption and conservation • Preservation of significant trees where possible • Introduction of above ground planting beds and pollinator stations • Onsite stormwater management • Minimizing hardcover HISTORIC/ARCHEOLOGICAL FEATURES AND/OR STRUCTURES The house and barn have not been designated as a local heritage preservation site, having been surveyed in 1993. Photo documentation has been requested prior to demolition. Being close to the river bluff, there is a potential for historical features related to prior occupancy of the land. In the event evidence is found during construction, the developer is required to contact the appropriate authorities through the Development Agreement, complying with state and federal regulations. PARK FEES Park dedication will be required for the project, to be paid at the time of building permit. SPECIAL ASSESSMENTS Assessments will be required with this project. Trunk assessments at the rate of $9,630/acre will apply to the net assessable acreage of 15.97 acres. There is a deduct for previously paid $520 on this property, for a total trunk assessment of $153,7271.10. The property has two deferred assessments for $1,100.23 and $20,802.87. The deferred assessments are for Green Acres Parcel and will be deferred until loss of Green Acres Status. The deferred assessments will be due within 90 days of the property sale. Also, the property is subject to assessments for the City’s Dell Road project. The preliminary amount is $850,000. This assessment will be levied after completion of the Dell Rd project. Final amounts will be determined at time of payment or finalizing the special assessment agreement. AIRPORT The property is in the airport safety zone for the Flying Cloud Airport. The airport had no comment on the proposed Comprehensive Plan Amendments, and a disclosure for potential noise and other impacts will be required of each first time resident, outlined in the Development Agreement. SIGNS A monument sign is anticipated for the corner of Crestwood Terrace and Dell Road. Signs are required to comply with the applicable city code and maintenance will be the responsibility of the Homeowners Association. Staff Report – Marshall Gardens November 18, 2024 Page 11 11 LIGHTING A photometric plan has been provided for the multi-family project. The lighting plan meets the city standards in terms of lighting levels off site. NEIGHBORHOOD MEETING AND RESIDENT INPUT The developer has had two neighborhood meetings. One in April as the project plans were being developed, and one on October 9th. The developer reports the following messages received from these meetings: • Traffic o One neighbor abutting Lots 14 and 15 (Villas) advocated for closing off the through Crestwood Terrace and proposed just a trail. o Some talked about the speeds down Dell Road and if a 4-way stop at Crestwood Terrace would be appropriate. • General Density concerns • Community Gardens o Some were not excited about this and wanted to know how it would be maintained. – the developer drafted the letter of how this will be maintained and upkept • Proposed SF in comparison to existing homes o Attendees were happy that trails weren’t placed around the pond and that was providing more separation o Potential impact of Lots 14 and 15 on adjacent, existing residential. One written comment has been received, and is included in the packet. STAFF RECOMMENDATION Staff recommends approval of the following requests: This is based on plans stamp dated November 14, 2024, and the following conditions: • Comprehensive Plan Amendment from Low Density Residential to Medium Density Residential on 8.69 acres and from Low Density Residential to Parks & Open Space on 12.95 acres; and • Planned Unit Development Concept Plan Review on 32.11 acres; and • Planned Unit Development District Review with Waivers on 7.21 acres; and • Zoning District Change from Rural to R1-9.5 on 7.21 acres, Rural to RM-2.5 on 8.69 acres, and Rural to Parks and Open Space on 12.95 acres; and • Preliminary Plat of 32.11 acres into 16 lots, 4 outlots, and right of way; and • Site Plan Review on 32.11 acres. Staff Report – Marshall Gardens November 18, 2024 Page 12 12 1. Prior to the 1st reading by the City Council, the applicant must: A. Update the landscaping plans to include labels of plant materials. B. Updated legal description of zone change and Comprehensive Plan Amendment areas C. Plan to show lighted pathways D. Additional soil boring locations to be shown on grading plans. Additionally, any changes from the findings will be required to be reflected in the stormwater report. E. The west end of the proposed Crestwood Terrace is required to align with the existing Crestwood terrace. F. Incorporate the proposed ROW for the City Dell Rd project into the preliminary plat. G. Additional detail needed for erosion control plan during construction, including temporary outlet from Outlot C during Dell Rd construction. H. Provide a separate exhibit with all proposed utilities demonstrating public vs private ownership. 2. Prior to release of the final plat, the applicant must: A. Tender a warranty deed for the outlot(s). B. Provide an Encroachment Agreement document for review and approval by the City Engineer. The document must be filed with the final plat. C. Provide a figure showing public and private utility and stormwater facilities on the site. D. Provide a Trail Easement document for review and approval by the City Engineer. The document shall be filed with the final plat. E. Pay trunk sewer and water charges or sign a Special Assessment Agreement. F. Pay connection fees. G. Submit a bond, letter of credit, or cash deposit (“security”) that guarantees completion of all public improvements equivalent to 125% of the cost of the improvements. H. Provide copies of legal documents, either in Association format or private covenant and agreement format to be approved by the City that shall address the following: • The long-term private maintenance or replacement agreement for Condominium Building, grounds, and improvements • The long-term management and maintenance of the community garden and garden building. 3. Prior to land alteration permit issuance, the applicant must: A. Obtain permits and approvals from other agencies as needed. B. Obtain City approval of a final grading and drainage plan for the property. C. Submit 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. Staff Report – Marshall Gardens November 18, 2024 Page 13 13 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. L. Provide temporary easements to do work off-site. M. Obtain written approval of a Wrecking Permit for the removal of buildings on the property. N. Obtain a building permit for retaining wall construction from the City for any retaining walls greater than four feet in height. O. Submit a land alteration bond, letter of credit, or escrow surety equivalent to 125% of the cost of the land alteration. P. Submit a Wetland Plan for approval by the Water Resources Coordinator. Q. Obtain an Airport Permit from the City that complies with the Joint Airport Zoning Ordinance. R. Provide proof that the Inspection and Maintenance Agreement for Private Stormwater Facilities has been recorded. 4. Prior to building permit issuance for the property, the applicant must: A. Provide proof that legal documents have been recorded. B. Provide proof that the deeds have been recorded. C. Provide proof that the Encroachment Agreement has been recorded. D. Provide proof that the septic system has been removed and the well has been capped in accordance with applicable regulations. E. Pay the appropriate cash park fees. F. Pay Inclusionary Housing fees equal to 10% of the units installed, at the rate in effect at the time. G. Provide recorded copies of all private covenants and agreements to the City following recording of the final plat. Staff Report – Marshall Gardens November 18, 2024 Page 14 14 5. The following waivers are granted through the PUD for the project as indicated in the plans stamp dated November 8, 2024. Width Area Lot 2 60 8821 Lot 3 61 8608 Lot 4 60 8256 Lot 5 60 8099 Lot 6 61 8318 Lot 7 60 8765 Lot 8 60 9117 Lot 10 61 8178 Lot 11 60 Lot 12 60 9910 Lot 13 60 7965 Lot 14 60 7800 6. Prior to issuance of an Occupancy Permit, the applicant must: A. Construct the retaining wall(s) in accordance with the terms of the permit and terms and conditions of Exhibit C. B. Complete implementation of the lighting plan in Exhibit B. C. Complete construction of mechanical equipment screening. D. Install EV charging equipment that is fully operational. E. Complete implementation of the approved exterior materials and colors plan. F. Install the landscaping trees for tree replacement for a single-family plat. G. Install all the features that are intended to meet the Usable Open Space requirement. H. Install solar panels on the multi-family structure as illustrated in the Exhibit B plans. Page 1 of 10 August 12, 2024 Revised – October 3, 2024 Re: Narrative for “Marshall Gardens” – Application Submittal 9905 Dell Rd, Eden Prairie, MN 55347 BRIEF SUMMARY Welcome to “Marshall Gardens” located just North of the Riley Creek Conservation Area, on the East side of Dell Road in the coveted neighborhoods of Eden Prairie. The objective when first designing this – one of the last pieces of active farmstead in Eden Prairie yet to be developed – was to move away from a traditional development and move toward the green initiative that is becoming. Being sensitive to the environment and to the single-family neighbors, this open green space plan provides substantive spatial separation and 59% green space with community gardening space. To achieve these goals required a tradeoff of incorporating an attached housing product type while still fitting within the comprehensive plan’s Low-Density goals of 0.1-5 units per acre for this site. With positive feedback from various entities and neighboring property owners, we are excited to present a plan that preserves the heritage of the land while embracing a modern, contemporary lifestyle enriched with amenities and immersed in community. DEVELOPMENT TEAM Developer: Civil Engineering, Surveying & Land Planning: Lake West Development | 612-720-5690 Westwood Professional Services | 952-937-5150 Curt Fretham | CurtF@LWestDev.com Nicholas Meyer, P.L.A. | nic.meyer@westwoodps.com 14525 Highway 7, Minnetonka, MN 55345 12701 Whitewater Dr # 300, Minnetonka, MN 55343 Page 2 of 10 Lake West Development | 14525 Highway 7, Suite 265, Minnetonka, MN 55345 | Phone 952-930-3000 Architect of Record: Hobbs + Black Architects | 734-663-4189 David Nims | dnims@hobbs-black.com 100 N. State Street, Ann Arbor, MI 48104 Design Architect: JMAD | 612-618-5860 Rob Hull | rob@jmad.design 275 Market Street, Minneapolis, MN 55405 OVERVIEW Applications As guided by Staff, our plans include the following applications: • Comprehensive Plan Amendment to facilitate the multi-family land use, low-density residential, parks, and open space areas o See Comprehensive Plan Exhibit for breakout of guiding • Zoning District Changes o PUD/R1-9.5 on the North side of the new Crestwood Terrace for the 15 “Villa Homes” units • RM-2.5 on the South side of the new Crestwood Terrace for the 100 “Flats” units PUD Concept and District Review for the Villa Homes o Villa Homes waivers include:  Lot Size (12 of 15 lots)  Lot Width • Site Plan Approval for the multifamily portion of the development • Preliminary Plat o Final Plat to be submitted at later date, to be heard at City Council second reading Site Data and Zoning • The subject property consists of ~32 acres and is guided for Low-Density Residential. • Of the ~32 acres, ~18.8 acres are preserved as Open Green Space, totaling ~59% of the site. • Of the Open Green Space, 2.5 acres are used as a Community Garden Space; 13 acres is in the preserve/bluff area; and the remaining area is private open green space and stormwater ponds. • Our plans provide 6,800 linear feet of sidewalk and trails, aligning trail connectivity goals with the Parks Department • The current guided density of 0.1-5 units per acre is being met at 3.59 units per acre; Of the 115 units: o 15 units are “Villa Homes” known as “The Villas at Marshall Gardens”, and o 100 units are “Flats” known as “The Bluffs at Marshall Gardens”  All units will be for-sale product and primarily 2 bedrooms plus dens • Signage – The site will contain a monument sign at the intersection of Crestwood Terrace and Dell Road. Additional wayfinding signage will be further developed in the near future • The “Flats” include 200 parking stalls within the underground garage, satisfying the parking requirement. Additionally, there are guest spaces provided as surface parking Timeline and Sequencing We hope to be in front of the City Council for the first reading in 2024, with goals to break ground in the Spring of 2025. The “Flats” portion of the development is a for-sale condominium-townhome hybrid product. Lake West will be developing the Villa Homes with a builder partner and anticipates construction to begin on these in early 2025 with the entire project. The Crestwood Terrace road construction would begin with the start of either the “Flats” or the Villa Homes. Page 3 of 10 Lake West Development | 14525 Highway 7, Suite 265, Minnetonka, MN 55345 | Phone 952-930-3000 The “Flats” are additionally contemplated as a two-phase development. The plan would be to construct the western half of the building first and then continue to the eastern half of the building. The Preliminary Plat shows this as two parcels to be able to sufficiently plan for the phasing of the “Flats” buildings. OWNERSHIP STRUCTURE The Marshall Gardens development will have several components to the property. Here is a summary of each portion of the development: • Outlot A – Community Garden o The Community Garden ownership structure is still to be determined and additional information will be provided once available. This could be a non-profit partner- controlled property, an HOA or other potential structure. o The Community Garden will offer various sized plots to residents of the Marshall Gardens development and other members of the community. This will be enclosed with access to water, worktables, and connecting paths throughout. o Community Garden Members will have access to the community garden building and its adjacent parking on the south side of Crestwood Terrace granted by cross access easement and use agreement. • Villa Homes and Outlot B o The 15 Villa Homes will be structured as their own Homeowner’s Association. o Through the storm water process with the watershed district and the City’s engineering department, it will be confirmed if the stormwater pond on Outlot B will be maintained by the HOA or the City depending on if there are any public stormwater controls. o Lake West will be partnering with a third-party builder to construct the Villas and further information will be provided in the coming weeks when available. • Outlot C o This stormwater pond will handle a mixture of private and public stormwater. Outlot C will thus be controlled by the City. • Outlot D o The approximately 13 acres on the south side of the Marshall Gardens development will be deeded to the City for the preservation of the bluff area and to allow for the connection of regional trails. • “Flats” o The 100-unit Townhome-Flats will be for-sale condominiums that will be structured as their own Homeowner’s Association. o Additional shared use and access by other parties and their responsibilities to maintain or fund these buildings (i.e. community garden center) will be documented through a cross-access easement and use agreement. NOTE: HOA DOCUMENTS AND EASEMENT DESCRIPTIONS SHALL BE SUMMARIZED FOR CITY STAFF PRIOR TO PROCEEDING TO PUBLIC HEARINGS. THIS INFORMATION WILL LAY OUT THE GENERAL TERMS OF THE SHARED USES AND RESPONSIBILITIES OF THE OVERALL DEVELOPMENT. Page 4 of 10 Lake West Development | 14525 Highway 7, Suite 265, Minnetonka, MN 55345 | Phone 952-930-3000 COMPREHENSIVE GUIDE PLAN CHANGE The proposed Comprehensive Guide Plan changes are to keep the portion to the north of Crestwood Terrace as Low-Density Residential and to reguide the south portion for the “Flats” to Medium Residential and the remaining preserved bluff area to Parks and Open-Space for dedication to the City. Adjacent uses to the development include Low-Density Residential and Park and Open-Space. 1. What impact does the requested Comprehensive Guide Plan change have on the balance of land uses in the City? The Comprehensive Guide Plan currently calls for this site to provide for Low-Density Residential uses of 0.1 to 5 units per acre. At this density, the total site would allow for over 150 units total, in comparison to the 115 homes consisting of Villa Homes and “Flats” that we propose. This development stays in line with the land uses while providing opportunity for different housing types to serve the community in addition to preserving the natural bluffs and guiding them as Parks and Open-Space 2. What impact does the Comprehensive Guide Plan change have on surrounding land uses? The Villa Homes are situated along the north side of the development and are consistent with what would be constructed under the current guiding in the Comprehensive Guide Plan. The “Flats” are situated further south away from neighboring homes in an effort to avoid or minimize any impact at all to their current use. Overall, the density proposed is below the current density allotted, while making a conscious effort to provide and preserve Open Green Space throughout the development while enhancing the area with improved stormwater management, new road and trail connections, and a community garden that will be able to serve the community in addition to the development. 3.What impact does the requested Comprehensive Guide Plan change have on the site? Through the amendment of the Comprehensive Guide Plan, the site will maintain its current density and provide for ensured preservation of the southern bluff areas. In addition, the development is providing the connected “Flats” product that is more efficient and provides for more Open Green Space throughout the development. This allows for the creation of the community garden, new trails and enhanced landscaping throughout the area, for which is currently a farm field. 4. What impact does the Comprehensive Guide Plan change have on surrounding land uses? The development will have minimal impact on City Services as the density is below what is currently allowed on the site and has been already planned for as part of the 2040 Comprehensive Plan update. The development will create a new road and trails on-site and provide for the City to create new trails and connections in the bluff areas that are in line with their regional park objectives. The site is currently a farm field, and the new development will control storm water run-off to help better preserve the bluffs. Additionally, the development allows for the Dell Road project to advance and provide improved infrastructure for the residents in the neighborhood. This will provide a better long-term solution for travel and improved access to utilities for the area. Page 5 of 10 Lake West Development | 14525 Highway 7, Suite 265, Minnetonka, MN 55345 | Phone 952-930-3000 5. Does the proposed land use/Comprehensive Guide Plan change result in a better use of the land? The development provides for an improved outcome compared to what is currently in place for Low- Density Residential where a large subdivision would be the outcome. The overall density of the development will remain similar to what is currently in place, while using more efficient building footprints to allow for more Open Green Space, while also preserving the bluffs in the Parks and Open-Space designation. Additionally, there will more of a variety in housing options for the City – meeting the goals for the life-cycle housing that’s in demand that this project provides – while also getting a community garden, new trail and road connections, improved stormwater management, and finishing the Dell Road infrastructure project. The proposed land use brings the property more into conformance with the Comprehensive Plan as this property is sited as the largest remaining “infill site” which states goals for higher density and life-cycle housing to cater to the aging demographic. DESIGN With easy access to the trail system, the objective of the Marshall Gardens, Green Initiative is to create not only an environmentally friendly development but also a welcoming residential neighborhood that fits within the neighboring community and utilizes the site’s topography to capitalize on views of the Minnesota River Valley to the south. We’ve invested significant study in analyzing the site to design a plan that meets what we believe and what we’ve heard would be the neighbors’ desires while catering to the goals of the City and meeting the demands in today’s real estate market. The overall design of Marshall Gardens - from its lot arrangement, street layout and structure design - is intended to feel very residential and walkable. The main street, Marshall Gardens, will begin at the west end of the lot at Crestwood Terrace, and will wind through the development to connect to Canopy Trail to the northeast. A paved trail located on the south side of the proposed road will connect the trailhead off Canopy Trail to the trail on Crestwood Terrace. To further connect the trail system, in the “Open Green Space” concept, we’re exploring “soft trails” to that would connect existing trails in the conservation area to the adjacent network. This would create a vast trail network along Riley Creek and allow for gathering and resting areas in the flat area below the bluffs. This would also align with the City’s goals to decrease the use of social trails which are unofficial, user-created paths that form over time as visitors take detours off designated trails. As seen in the Open Green Space concept, the arrangement of lots on the site considers spatial separation of our proposed Villa Homes and “Flats” in respect to the existing homes in surrounding neighborhoods. A large pond and open green space on the north end of the property will act as a landscaping buffer, honoring and preserving the views from the neighbor’s back yards to what is currently existing and what they are likely accustomed to. Page 6 of 10 Lake West Development | 14525 Highway 7, Suite 265, Minnetonka, MN 55345 | Phone 952-930-3000 The existing Marshall family farmstead home on the west end of the site will be removed to accommodate the City’s desires and plans for the Dell Road reconstruction project. The “Flats” will be situated upward of the bluff to the south of the single-family homes to capitalize on views of the Riley Creek Conservation Area and the Minnesota River Valley to the south. These Flats are thoughtfully designed in the architectural style of a contemporary European building, while being derived from the classic Tudor style with simplified stylistic elements including a stone base, gabled roof and fiber cement panels. This synthesis of classical aesthetics and modern sensibilities creates a unique design that is very residential in character. Careful consideration was given to the height of these Flats, which at less than 40 feet are consistent with residential zoning. Gabled roofs with dormers and chimneys will allow the Flats to not appear tall or imposing and will further promote the residential vernacular of their design. The Villas are designed to have a homogeneous look with the Flats, maintaining similar gabled roof and embracing the European modern architectural style. Building materials will include primarily include a stone base, and fiber cement panels. Designed to look like a single-family house, the intent of this solar-installed Flat product is to act like a townhome without a common corridor like a typical condominium would have, which may be a more likeable standard given the Covid-19 pandemic. The placement of this product type upward of the bluff area creates more spatial separation from the single-family residential homes to the north known as Oakparke Estates, enough so that they will likely not have a view of this product from their backyards. The one-level living style will cater to an aging demographic that will allow them to age in place, taking advantage of the walkability and trail connectivity within a mixed product type in the broader neighborhood area ranging from single-family to condos. As stated in Chapter 4 of the Comprehensive Plan, the Open Green Space plan caters to the goals of the city. “The housing preferences of the 45-and- older population are increasingly to remain in their communities and to age in place. Although nearly 80 percent express a desire to remain in their current home, less than 50 percent have the home features that will allow them to do so (AARP Home and Community Preferences Survey, 2014.) Adequate senior multi-family options will promote retention.” Additionally, the MF product allows for 59% open greenspace and a great community benefit that will be enjoyed by many, harvesting the Marshall Family heritage and community’s agricultural history. Within the development, the one-level living product may be a desirable attraction for the proposed Villa Homes demographic. The marriage of the two product types further aligns with the 2040 Comprehensive Plan in Chapter 4, Housing and Residential Areas Plan: “As a community’s residents age, it must consider how it will best keep this population integrated into the community. Ideas for ensuring residents can age in community include encouraging construction of housing types that meet the needs of the changing community and continuing to partner with local service organizations and non-profits.” With the two product types catering to the aging demographic, and the 59% open green space, the residents will benefit greatly from the trail connection, on-site amenities, and the community gardens that’ll offer enrichment classes and activities. The Community Garden space is in high demand in Eden Prairie, which would pay homage to Miss Mable Marshall, who was a master gardener, and will preserve the history and all the hard work that’s been put into these grounds over the many years that the Marshalls have been farming this land. The Community Page 7 of 10 Lake West Development | 14525 Highway 7, Suite 265, Minnetonka, MN 55345 | Phone 952-930-3000 Garden be an asset to the neighborhood as a whole. The provided Garden Center/Classroom can be used throughout the year as a center for enrichment classes catered toward the young and young at heart to learn about gardening through storytelling, workshops, and classes. With an attached product on site, this development has a unique opportunity to offer vast open greenspace that’ll honor the Marshall family heritage AND serve as a public benefit: promoting the Eden Prairie Community to get back to nature, garden, and grow plants. On the south end of the property, we removed the two single-family homes as desired by the City to better protect the potential sensitive ecological in the surrounding area. AMENITIES Community Garden This land, tended by the Marshall family for nearly a century, resonates with a legacy of farming in Eden Prairie that spans generations. In a nod to this cherished heritage, this development embraces a purposeful continuation of the Marshall family's connection to the land by reintegrating elements of agriculture into its contemporary tapestry. In response to the growing demand and limited supply of community gardens in the area, the development will establish a community garden. This will not only be a place for residents to care for their own plots but will also serve as a central gathering point for the community. This will become a source of locally grown produce, fostering self-sufficiency and reducing the neighborhood’s overall carbon footprint. Preservation of the Bluffs The Minnesota River Valley Bluffs are an amenity to the development in that they provide beautiful views, picturesque natural landscape buffering, and an abundance of wildlife. Connectivity to Trails/Open Space The neighborhood will be thoughtfully designed with a variety of walking trails that connect to the Riley Creek Conservation Area trailhead to the east, and to the paved sidewalk on Dell Rd to the west. Our development will feature a combination of soft and paved trails connecting to vital intersection points in the neighborhood to decrease the formation of social trails, which are trails that form outside of designated walking paths and can often result in destruction of grass or wildlife. By connecting to the Riley Creek Conservation Area, residents will be able to enjoy this nature area which is made up of several miles of soft hiking/biking trails that extends northwest and connects to Cedar Hills Park. This park hosts a variety of additional amenities including athletic fields, picnic areas and play equipment. HISTORY OF PROPERTY The home at 9905 Dell Road, originally built around 1925, was purchased by George and Mable Marshall in 1954. Since then, the site has hosted a variety of farming uses and livestock raising, including cows, chickens, turkeys, horses, and sheep. The Marshall family has been a staple of the Eden Prairie community for over 100 years, utilizing the farm for growing produce and selling it locally at a nearby farmer’s market. Page 8 of 10 Lake West Development | 14525 Highway 7, Suite 265, Minnetonka, MN 55345 | Phone 952-930-3000 The Marshall Family would grow and sell along with produce in Eden Prairie. Having a piece of land that not only adds to the public good but also honors the family heritage would be a benefit to the community. Along with farming vegetables for many years, Mable was a master gardener and took pride in her beautiful flowers and gardens. One of her favorite pastimes was to watch and feed the birds. Her backyard was an oasis of unique birds and wildlife. The Marshalls brought life to this property, selling their produce for the community to enjoy. Being able to harvest this history in a way that revitalizes it while aligning with its historic and current land use. SUSTAINABILITY & NATURAL RESOURCES Marshall Gardens aims to embrace a sustainable ethos through a variety of management practices, design elements and operations. Our plan features 20.8% hardcover, which is extremely low compared to other developments in the surrounding area. We will implement sustainable stormwater management practices and erosion control measures around the site which will be vital to protecting the health of Riley Creek further downhill. Plants/Landscaping Our landscaping plans include climate resilient and lower use plants as provided by the University of Minnesota, Extension Program’s Best Practices and Research. The development will include the planting of over 300 trees or tree equivalents on-site. Wetlands and Shoreland A survey was conducted by the MN Board of Water and Soil Resources, and they determined that there are no wetlands present on the site. A copy of the Notice of Determination is included with the submittal. Additionally, the developable portion of the site is not within a shoreland impact zone and not applicable to the development. Stormwater Management In working closely with the Watershed, our robust stormwater management plans go above and beyond by providing storage capacity beyond the needs of the development. Our plans also consider a re-use system to irrigate a portion of the development. Solar Energy To utilize the South-facing roof on the “Flats”, we’ve consulted with a solar representative who estimates approximately 400,000 kilowatt hours of electricity created annually. The Flats will have solar panels on a portion of the roof as part of the construction of the building and this process will be coordinated with a third-party solar provider for final design. The Villas homes will be solar ready. Figure 1: Picture of one of the many gardens on the property currently. Page 9 of 10 Lake West Development | 14525 Highway 7, Suite 265, Minnetonka, MN 55345 | Phone 952-930-3000 Electric Vehicle Charging Electric Vehicle (“EV”) charging will be provided for the Flats portion of the development in the underground parking garage. Due to the layout of the parking garage as a single drive underneath the four building cores, the EV charging will need to be spread out through the entire garage. The entire north side of the project will be wired for providing EV Charging, which equates to approximately 100 of the 200 garage stalls or 50% of the required parking being EV Capable. The locations of the EV Ready and EV Installed stalls will be determined based on the resident’s needs. Since these units are a for-sale condominium product, this will need to be coordinated with each stall as these will be owned directly by those residents and each residents needs vary. The Villa Homes will each have an EV Ready space. Lower Energy Consumption According to the United States Environmental Protection Agency (EPA), residents in multifamily neighborhoods use less energy consumption and household costs through the use of shared walls and less square footage per unit. Additionally, an attached, multifamily product lends itself to a more practical and affordable application for the use of green construction and energy efficient building technology than detached housing. According to the EPA, the use of energy efficient design has a notable impact on reduction of household energy use. There is a significant difference in energy consumption between multifamily and detached single family housing. Sustainable Features Analysis The Villa Homes will be meeting the EV Ready and Solar Ready guidelines of the Sustainable Building Standards. The Flats will not be subject to the Sustainable Building Standards, but will be looking for other ways to incorporate sustainable features including, but not limited to: • Xcel Energy’s Design Assistance Program • EV Charging Installation • Providing Solar Energy on the Flats • Utilizing Energy Star Appliances • Use of Low-VOC Materials where able INCLUSIONARY HOUSING POLICY The Flats portion of the development is subject to the City’s Inclusionary Housing Ordinance and Policy. 10% of the 100 units will be required to meet the Policy. Lake West is choosing path B, to pay the City a fee in lieu of providing the 10 inclusionary dwelling units. Page 10 of 10 Lake West Development | 14525 Highway 7, Suite 265, Minnetonka, MN 55345 | Phone 952-930-3000 SNOW AND SALT MANAGEMENT PLAN Salt Management Plan For the Flats, salt storage, if any, will be kept in an enclosed and storage area within the garage level. The salt application to the walk areas will be applied by on-site maintenance or a third-party snow management company. Snow Management Plan For the Flats, snow will be stored in the grass areas near the entrance drives to the underground garage. In no event shall snow storage occur in the parking areas near the needed fire lanes to the building entries. If there is snow in excess of what the site is capable of storing, snow shall be removed from the site by a third-party snow management company. CONCLUSION Thank you for your time reviewing these plans. Our development team has worked hard on designing an infill development with 59% Open Green Space that will not only be a value to the future residents of Marshall Gardens, but a legacy development that’ll be celebrated by the neighboring property owners, and an asset to the City for years to come. Thank you for your review and please reach out with any questions or feedback. Sincerely, Curt Fretham CEO, Lake West Development Office: Cell: Email: (952) 930-3000 (612) 720-5690 CurtF@LWestDev.com Cc: Jeremy Barnhart REPORT | www.transportationcollaborative.com | To: Adam Gadbois, PE, Assistant City Engineer City of Eden Prairie From: Matt Pacyna, PE, Principal Transportation Collaborative & Consultants, LLC Date: August 27, 2024 Subject: Marshall Gardens Development Traffic Study INTRODUCTION TC2 completed a traffic study for the proposed Marshall Gardens Residential Development in the City of Eden Prairie. The subject site, shown in Figure 1, is generally east of Dell Road between Pioneer Trail and Flying Cloud Drive. The main objectives of the study are to identify existing traffic operations within the study area, evaluate potential impacts / travel pattern changes associated with the proposed development including the extension of Crestwood Terrace, and recommend improvements, if necessary, to ensure safe and efficient operations for all users. The following study assumptions, methodology, and findings are offered for consideration. Figure 1 Subject Site De l l R d Subject Site Lake Riley Rice Lake Flying Cloud Airport Marshall Gardens Development Traffic Study August 27, 2024 Page 2 EXISTING CONDITIONS Existing conditions were reviewed within the study area to establish current traffic conditions to help determine impacts associated with the proposed development. The evaluation of existing conditions included collecting traffic volumes, observing transportation characteristics, and analyzing intersection capacity, which are described in the following sections. Traffic Volumes Vehicular intersection turning movement and pedestrian / bicyclist counts were collected at the following locations on Thursday, August 1, 2024 during the a.m. and p.m. peak periods (i.e., 7 to 9 a.m. and 4 to 6 p.m.) as noted. Peak hour counts were estimated at the other study intersections based on the collected data and expected travel patterns of adjacent land uses. • Dell Road and Laforet Drive • Dell Road and Jonathan Lane* • Dell Road and Geisler Road (north)* • Dell Road and Stable Path • Dell Road and Strawberry Court* • Dell Road and Giesler Road (south)* • Dell Road and Crestwood Terrace * Denotes an estimated peak hour count. The a.m. and p.m. peak hours within the study area represent 7:45 to 8:45 a.m. and 4:30 to 5:30 p.m. Average daily traffic (ADT) volumes were provided by MnDOT or estimated based on the data collected. Transportation Characteristics Observations were conducted within the study area to identify various transportation characteristics such as roadway geometry, traffic controls, speed limits, and multimodal facilities. Within the study area, Dell Road is a 2-lane undivided major collector with no turn lanes; there is a multiuse trail along the west side of the roadway north of Crestwood Terrace and a sidewalk along the east side from the subject site limits to the north. The posted speed limit is 30-mph. Note that Dell Road is a gravel roadway from approximately 350 feet south of Crestwood Terrace to Turnbull Road. All other study area roadways are local 2-lane facilities with at least one multimodal amenity (i.e., a trail or sidewalk), except some of the shorter roadways such as Strawberry Court, Fruitwood Lane, and Acorn Ridge. All study intersections have side-street stop control. Existing geometrics, traffic controls, and volumes within the study area are shown in Figure 2. Intersection Capacity Intersection capacity was evaluated using Synchro / SimTraffic Software (version 11), which uses methods outlined in the Highway Capacity Manual, 6th Edition. The software is used to develop calibrated models that simulate observed traffic operations, account for peaking characteristics, and identify key metrics such as intersection Level of Service (LOS) and queues. These models incorporate collected traffic, pedestrian, and bicyclist volumes, traffic controls, heavy commercial vehicle activity (i.e., buses and trucks), and driver behavior factors. Laforet Drive Flying Cloud Drive / CR 61 Pioneer Trai l Geisler Road St a b l e P a t h Cres t w o o d T e r r a c e Dell Road D e l l R o a d Figure 2Existing Conditions Marshall Gardens Development Traffic Study x (x)x (x)x (x) x ( x ) x ( x ) x ( x ) x ( x ) x ( x ) x ( x ) x (x)x (x)x (x) 4 (6)2 (0) 1 ( 0 ) 4 ( 5 ) 4 ( 5 ) 12 ( 1 1 ) 1 (2)0 (0)1 (1) 1 ( 1 ) 6 ( 8 ) 1 ( 2 ) 2 ( 1 ) 14 ( 1 3 ) 3 ( 6 ) 9 (5)0 (0)1 (2)2 (3)2 (4)3 (2)16 (14)2 (8)17 (19)2 (2)14 (13)2 (2) 1 ( 1 ) 0 ( 0 ) 15 ( 1 0 ) 1 ( 2 ) 0 ( 0 ) 5 ( 1 0 ) 5 (10)17 (24)5 (10) 32 (31)2 (2) 1 ( 1 ) 15 ( 1 2 ) 26 (43)5 (15)45 (39)2 (4)2 (1)30 (16)29 (57)6 (29)Legend AM Peak Hour VolumePM Peak Hour VolumeEstimated ADT VolumeStop Sign XXX(XXX)X,XXX N Geisler Road 400 100 65 0 15 0 2 5 0 3 0 03001, 4 0 0 Marshall Gardens Development Traffic Study August 27, 2024 Page 4 Level of Service (LOS) quantifies how an intersection is operating. Intersections are graded from LOS A to LOS F, which corresponds to the average delay per vehicle values shown. An overall intersection LOS A though LOS D is generally considered acceptable in the study area. LOS A indicates the best traffic operation, while LOS F indicates an intersection where demand exceeds capacity. Level of Service Average Delay / Vehicles Stop, Yield, and Roundabout Signalized Intersections A < 10 seconds < 10 seconds B 10 to 15 seconds 10 to 20 seconds C 15 to 25 seconds 20 to 35 seconds D 25 to 35 seconds 35 to 55 seconds E 35 to 50 seconds 55 to 80 seconds F > 50 seconds > 80 seconds For side-street stop-controlled intersections, special emphasis is given to providing an estimate for the level of service of the side-street approach. Traffic operations at an unsignalized intersection with side- street stop control can be described in two ways. First, consideration is given to the overall intersection level of service, which takes into account the total number of vehicles entering the intersection and the capability of the intersection to support the volumes. Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, most delay is attributed to the side-street approaches. It is typical of intersections with higher mainline traffic volumes to experience high-levels of delay (i.e., poor levels of service) on the side-street approaches, but an acceptable overall intersection level of service during peak hour conditions. The existing intersection capacity analysis results, summarized in Table 1, indicate that all study intersections and approaches operate at an acceptable LOS A during the typical weekday a.m. and p.m. peak hours. Existing 95th percentile queues at all study intersections are generally two vehicles or less. Thus, there are no significant existing operational issues from an intersection capacity perspective. Table 1 Existing Intersection Capacity Study Intersection Traffic Control Level of Service (Delay) AM Peak Hour PM Peak Hour Dell Road and Laforet Drive SSS A / A (9) A / A (9) Dell Road and Jonathan Lane SSS A / A (9) A / A (9) Dell Road and Geisler Road (North) SSS A / A (9) A / A (9) Dell Road and Stable Path SSS A / A (9) A / A (9) Dell Road and Strawberry Court SSS A / A (9) A / A (9) Dell Road and Geisler Road (South) SSS A / A (9) A / A (9) Dell Road and Crestwood Terrace SSS A / A (9) A / A (9) SSS – Side-Street-Stop Marshall Gardens Development Traffic Study August 27, 2024 Page 5 PROPOSED DEVELOPMENT The proposed development is generally east of Dell Road between Geisler Road and Turnbull Road and encompasses 30.5-acres. As proposed, the development includes a total of 115 residential units and community garden / classroom areas. The residential uses include 100-Townhome Flats and 15-Villas; the existing single-family home would be removed as part of the project. For purposes of this study, construction was assumed to be completed by the year 2027. Access to the site is planned via a new roadway that connects to the Dell Road / Crestwood Terrace intersection to the west and the Laforet Drive / Canopy Trail intersection to the east. A five (5) foot sidewalk is proposed along the south side of the new roadway, providing connectivity to existing facilities in the area. A combination of surface and underground parking is proposed. Figure 3 Proposed Site Plan Marshall Gardens Development Traffic Study August 27, 2024 Page 6 TRAFFIC FORECASTS Traffic forecasts were developed for year 2027 no build and build conditions, which represents with and without the proposed development. The traffic forecasts account for general background growth, travel pattern changes associated with the area transportation improvements, and trip generation from the proposed development. The following information summarizes the traffic forecast development process. Background Growth To account for general background growth in the study area, an annual growth rate of one (1) percent was applied to the existing traffic volumes to develop year 2027 background traffic forecasts. This growth rate is consistent with historical ADT volume growth in the study area, as well as forecasted growth within the City of Eden Prairie’s Comprehensive Plan (Aspire Eden Prairie 2040). This accounts for growth outside the study area and is not related to the proposed development. Transportation Improvements The City intends to upgrade the gravel section of Dell Road in year 2025 or 2026. As part of this improvement, it is anticipated that approximately 150 to 250 daily motorists may shift north-south travel patterns to Dell Road from adjacent corridors such as Hwy 101, Eden Prairie Road, and/or Spring Road. This shift accounts for existing area residents that would be expected to change their travel pattern that are currently avoiding the gravel roadway section; no new cut-through traffic within the area is expected. To account for this potential travel pattern change and provide a more conservative analysis, traffic was added accordingly to Dell Road under both year 2027 no build and build conditions. Note that the new roadway connection within the proposed development is not expected to significantly change area travel patterns and no adjustments were made to account for the new roadway connection. The resultant year 2027 no build conditions, which accounts for the general background growth and area transportation improvement, are illustrated in Figure 4. Proposed Development Trip Generation A trip generation estimate for the proposed development was created using the ITE Trip Generation Manual, 11th Edition and includes trips for typical weekday a.m. and p.m. peak hours, as well as daily. The proposed development, shown in Table 2, is estimated to generate 67 a.m. peak hour (16 in / 51 out), 81 p.m. peak hour (51 in / 30 out), and 892 daily trips. No multimodal reductions for walk, bike, or transit trips were applied to provide a conservative estimate. Table 2 Trip Generation Summary Land Use Type (ITE Code) Size AM Peak Hour PM Peak Hour Daily In Out In Out Multi-Family (Low-rise) / Townhomes (220) 100-units 13 41 40 24 716 Single-Family (210) 15-units 3 10 11 6 176 Total 16 51 51 30 892 Trips from the proposed development were distributed to the adjacent roadway network based existing area travel patterns and engineering judgement. A summary of the site generated trips and directional distribution is shown in Figure 5. The resultant year 2027 build conditions, which accounts for the general background growth, area transportation improvements, and the proposed development are illustrated in Figure 6. Laforet Drive Flying Cloud Drive / CR 61 Pioneer Trai l Geisler Road St a b l e P a t h Cres t w o o d T e r r a c e Dell Road D e l l R o a d Figure 42027 No Build Marshall Gardens Development Traffic Study x (x)x (x)x (x) x ( x ) x ( x ) x ( x ) x ( x ) x ( x ) x ( x ) x (x)x (x)x (x) 4 (6)2 (0) 1 ( 0 ) 29 ( 3 0 ) 4 ( 5 ) 37 ( 3 6 ) 1 (2)0 (0)1 (1) 1 ( 1 ) 31 ( 3 3 ) 1 ( 2 ) 3 ( 2 ) 39 ( 3 8 ) 3 ( 6 ) 9 (5)0 (0)1 (2)2 (3)2 (4)3 (2)41 (39)2 (8)43 (45)2 (2)39 (38)2 (2) 1 ( 1 ) 0 ( 0 ) 16 ( 1 0 ) 1 ( 2 ) 0 ( 0 ) 5 ( 1 1 ) 5 (10)43 (50)5 (10) 58 (57)2 (2) 1 ( 1 ) 15 ( 1 2 ) 52 (69)5 (16)71 (65)2 (4)31 (16)2 (1)55 (84)6 (30)Legend AM Peak Hour VolumePM Peak Hour VolumeEstimated ADT VolumeStop Sign XXX(XXX)X,XXX N 600 100 85 0 1, 6 5 0 15 0 2 5 0 3 0 0300 0 (0)2 (3) 3 ( 2 ) 7 ( 4 ) 0 (0)2 (6) Figure 5Site Generated Trips Marshall Gardens Development Traffic Study 0 (0)3 (8)0 (0) 0 ( 0 ) 0 ( 0 ) 4 ( 1 3 ) 0 ( 0 ) 0 ( 0 ) 5 ( 2 0 ) 20 (12)8 (5)13 (7) 0 (0)0 (0)0 (0) 0 ( 0 ) 20 ( 1 2 ) 0 ( 0 ) 0 ( 0 ) 5 ( 2 0 ) 0 ( 0 ) 0 (0)0 (0)0 (0)0 (0)1 (5)5 (3)15 (9)0 (0)4 (15)0 (0)15 (9)0 (0) 0 ( 0 ) 0 ( 0 ) 3 ( 2 ) 0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 (0)4 (15)1 (3) 18 (11)0 (0) 0 ( 0 ) 3 ( 2 ) 5 (18)1 (3)21 (13)0 (0)4 (2)0 (0)6 (21)2 (4)Legend AM Peak Hour VolumePM Peak Hour VolumeEstimated ADT VolumeStop Sign XXX(XXX)X,XXX N +22 5 +135 +725 + 5 0 + 5 0+75+17 5 +3 6 5 +4 5 0 +9 0 25% 15% 50% 10% Legend AM Pk Hr Site TripsPM Pk Hr Site TripsADT Site TripsStop SignDirectional Distribution XXX(XXX)XXX N Laforet Drive Flying Cloud Drive / CR 61 Pioneer Trai l Geisler Road St a b l e P a t h Cres t w o o d T e r r a c e Dell Road D e l l R o a d Figure 62027 Build Marshall Gardens Development Traffic Study 4 (6)3 (8)2 (0) 1 ( 0 ) 29 ( 3 0 ) 4 ( 1 3 ) 4 ( 5 ) 37 ( 3 6 ) 5 ( 2 0 ) 20 (12)8 (5)13 (7) 1 (2)0 (0)1 (1) 1 ( 1 ) 51 ( 4 5 ) 1 ( 2 ) 3 ( 2 ) 44 ( 5 8 ) 3 ( 6 ) 9 (5)0 (0)1 (2)2 (3)3 (9)8 (5)56 (48)2 (8)47 (60)2 (2)54 (47)2 (2) 1 ( 1 ) 0 ( 0 ) 19 ( 1 2 ) 1 ( 2 ) 0 ( 0 ) 5 ( 1 0 ) 5 (10)47 (65)6 (13) 76 (67)2 (2) 1 ( 1 ) 18 ( 1 4 ) 57 (87)6 (19)92 (77)2 (4)35 (18)2 (1)61 (105)8 (34)Legend AM Peak Hour VolumePM Peak Hour VolumeEstimated ADT VolumeStop Sign XXX(XXX)X,XXX N 825 235 1, 2 1 5 2, 1 0 0 24 0 3 0 0 3 5 0375Legend AM Peak Hour VolumePM Peak Hour VolumeEstimated ADT VolumeStop Sign XXX(XXX)X,XXX N Marshall Gardens Development Traffic Study August 27, 2024 Page 10 YEAR 2027 CONDITIONS To understand impacts associated with the proposed development, a future intersection capacity analysis was completed for year 2027 no build and build conditions (i.e., with and without the proposed development). Table 3 provides a summary of the year 2027 intersection capacity analysis. Table 3 Year 2027 Intersection Capacity Analysis Summary Study Intersection Traffic Control Level of Service (Delay) AM Peak Hour PM Peak Hour No Build Build No Build Build Dell Road and Laforet Drive SSS A / A (9) A / A (9) A / A (9) A / A (9) Dell Road and Jonathan Lane SSS A / A (9) A / A (9) A / A (9) A / A (9) Dell Road and Geisler Road (North) SSS A / B (10) A / B (10) A / B (10) A / B (10) Dell Road and Stable Path SSS A / A (9) A / A (9) A / A (9) A / A (9) Dell Road and Strawberry Court SSS A / A (9) A / A (9) A / A (9) A / A (9) Dell Road and Geisler Road (South) SSS A / A (9) A / A (9) A / A (9) A / A (9) Dell Road and Crestwood Terrace SSS A / A (9) A / B (10) A / A (9) A / B (10) SSS – Side-Street-Stop Results of the year 2027 intersection capacity analysis indicate that all study intersections and approaches are expected to operate at an acceptable LOS B or better during the typical weekday a.m. and p.m. peak hours with and without the proposed development. In addition, the 95th percentile queues at all study intersections are generally two vehicles or less under each condition. Thus, no significant operational issues are expected as a result of the proposed development from an intersection capacity perspective. SITE PLAN CONSIDERATIONS A review of the proposed site plan does not indicate any major issues. However, the following items are offered for further consideration between the City and / or project team. • Locate signage and landscaping to avoid creating any sight distance issues. • Review truck maneuverability to limit potential internal circulation conflicts. • Install appropriate internal traffic controls per coordination with City staff, such as stop signs along the new roadway as it intersects with Dell Road and Laforet Drive to formalize the right-of-way. • Provide a sidewalk connection along the east side of Dell Road between Crestwood Terrace and the existing sidewalk that ends approximately 150 feet south of Geisler Road within the project limits. Marshall Gardens Development Traffic Study August 27, 2024 Page 11 CONCLUSIONS Based on the findings of the study, the following conclusions are offered for consideration. 1) All study intersections and approaches currently operate at an acceptable LOS A during the typical weekday a.m. and p.m. peak hours and existing 95th percentile queues are generally two vehicles or less. 2) The project includes a total of 115 residential units, which includes 100-Townhome Flats and 15-Villas, as well as community garden / classroom areas. a. The proposed development is estimated to generate 67 a.m. peak hour (16 in / 51 out), 81 p.m. peak hour (51 in / 30 out), and 892 daily trips. 3) Traffic forecasts were developed for year 2027 no build and build conditions, which included a one (1) percent annual background growth, travel pattern changes associated with the area transportation improvements, and trip generation from the proposed development. 4) Results of the year 2027 intersection capacity analysis indicate that all study intersections and approaches are expected to operate at an acceptable LOS B or better during the typical weekday a.m. and p.m. peak hours with and without the proposed development. a. No significant operational issues are expected as a result of the proposed development from an intersection capacity perspective. 5) A review of the proposed site plan does not indicate any major issues, although the following items are offered for further consideration between the City and / or project team. a. Locate signage and landscaping to avoid creating any sight distance issues. b. Review truck maneuverability to limit potential internal circulation conflicts. c. Install appropriate internal traffic controls per coordination with City staff, such as stop signs along the new roadway as it intersects with Dell Road and Laforet Drive to formalize right-of-way. d. Provide a sidewalk connection along the east side of Dell Road between Crestwood Terrace and the existing sidewalk that ends approximately 150 feet south of Geisler Road. X X X X 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 OUTLOT A OUTLOT D 2 2 DE L L R O A D DELL R O A D TURNBULL ROAD CRESTWOOD TERRACE OUTLOT B OUTLOT C 83,693 sf 7,825 sf 7,632 sf 7,164 sf 7,333 sf 7,294 sf 7,589 sf 7,813 sf 10,141 sf 9,242 sf 9,640 sf 8,671 sf 8,590 sf 564,360 sf 7,150 sf 7,150 sf 106,831 sf 10,061 sf 62,073 sf 142,090 sf 70 66 39 72 133 110 1 24 0 98 4 46 34 165 7 6 1 1 3 126 338 104 218 13 177 234 143 51 115 35 49 55 55 55 55 55 55 55 23 6 33 382 536 33 83 55 55 90 52 87 60 3 3 14 2239 14 3 14 1 34 41 13 6 29 55 21 13 1 13 1 4926 13 5 6 41 14 1 4714 14 3 5 4 34 1 5 7 39 4 6 4 6 34 13 13 3 1 3 4 14 0 3055558 13 0 1 6 2 54 22 1 6 8 29 117 12 4 110 67 4 6 143 60 5 2 76 33 76 52 60 1 3 1 13 1 1 0 148 13 0 13 0 126 3 8 189 61 22 4 8 1 9 69 61 135 3 8 71 14 1 18 9 174,491 sf 55 61 C R E S T W O O D T E R R A C E 141,929 sf 35 67 18 6 6 2 76 52 60 1 3 1 13 1 1 0 148 1 6 2 54 22 98 4 61 110 133 72 3966 70 309 1 S87°26'13"E 1317.76 S0 0 ° 1 9 ' 3 9 " E 1 2 2 4 . 2 4 N45°22'42"E 46.09 S88°54'57"E 198.61 L = 5 0 . 0 1 C H = 4 9 . 4 9 C H B = N 2 8 ° 4 7 ' 5 3 " W R = 1 0 0 . 2 2 Δ = 2 8 ° 3 5 ' 3 1 " 1 1 3 . 5 1 N 4 3 ° 0 5 ' 3 8 " W L= 1 0 7 . 1 3 CH = 1 0 5 . 6 0 CH B = N 5 9 ° 5 2 ' 5 2 " W R= 1 8 2 . 8 6 Δ= 3 3 ° 3 4 ' 0 2 " S76°39' 5 3 " E 3 3 8 . 0 2 L=100.22 CH=100.1 8CHB=N 7 9 ° 3 5 ' 0 5 " W R=982.41 Δ=5°50'4 2 " S82°30'26"E 2 1 7 . 5 8 L = 2 2 6 . 8 9 C H = 2 1 5 . 3 1 C H B = S 5 0 ° 3 3 ' 1 5 " E R = 2 0 3 . 4 2 Δ = 6 3 ° 5 4 ' 2 3 " N 1 8 ° 3 5 ' 5 9 " W 1 9 7 . 0 7 L= 7 9 . 5 9 CH = 7 9 . 3 5 CH B = S 1 0 ° 5 0 ' 2 3 " E R= 2 9 3 . 8 2 Δ = 1 5 ° 3 1 ' 1 3 " 14 1 . 5 3 N0 3 ° 0 4 ' 4 9 " W N0 0 ° 3 3 ' 2 4 " W 4 6 5 . 2 5 50 R/ W 50 R/ W 33 R/W 33 R/ W 28B- B 28 B-B 26B- B 2 6B - B 34 15 15 8' TRAIL 8' TRAIL 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK PRIVATE D R I V E PRIVATE DRIVE POND POND 2525 75 92 2 6 B - B DRAINAGE & UTILITY EASEMENT OVER ALL OF OUTLOT B DRAINAGE & UTILITY EASEMENT OVER ALL OF OUTLOT C NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 0'80'160'240' 1" = 80' · EXISTING ZONING: RURAL · GROSS SITE AREA: 32.11 AC · DEVELOPMENT SUMMARY MINIMUM LOT AREA SITE DEVELOPMENT DATA LOT STANDARDS 1.ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATER LEVEL OF ALL PONDS. 5.STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB. DEVELOPMENT NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED TIP-OUT CURB AND GUTTER SITE LEGEND MINIMUM LOT DEPTH SETBACKS FRONT SIDE INTERIOR LOT SIDE CORNER LOT REAR STANDARD SINGLE FAMILY (60' LOTS) 7,165 SF 130' 30' 5' / 10'; 15' TOTAL 25' 20' OUTLOT TABLE OUTLOT OUTLOT A GROSS AREAUSEOWNERSHIP OPEN SPACE PRIVATE HOA 2.45 AC OUTLOT B CITY 1.92 AC TYPICAL SINGLE FAMILY (SF) LOT DETAIL 10 ' 5' 10 ' 10' 30 ' 20 ' 5' 55' 55' 13 0 ' 13 0 ' 21 DRAINAGE & UTILITY EASEMENT TYPICAL LOT DIMENSION FRONT BUILDING SETBACK BUILDING SETBACK LINE LOT NUMBER REAR BUILDING SETBACK X,XXX SF LOT AREA PONDING APARTMENT 15' 50' 30' · PROPOSED ZONING: PUD / RM2.5 55' SF VILLA HOMES 2.84 AC 35' OUTLOT C CITY 1.43 ACPONDING OUTLOT D CITY 12.95 ACBLUFFS & PRESERVED RILEY CREEK N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ 0 0 5 1 0 0 4 S - P P 0 1 . D W G 18 S001 EDEN PRARIE, MN 08/12/24 . . .MARSHALL GARDENS PRELIMINARY PLAT 14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 LAKE WEST DEVELOPMENT, LLC 08/12/24 43055 CHRIS AMBOURN © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com . . . . . . . . . . 80' 16' or 8' PROJECT NUMBER: 0051004.00 15 LOTS MULTIFAMILY CONDO FLATS 7.26 AC 100 CONDO UNTS CRESTWOOD TERRACE (PUBLIC R.O.W.)3.26 AC 25,000 SF 150' X X X X 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 OUTLOT A OUTLOT D 2 2 DE L L R O A D DELL R O A D TURNBULL ROAD CRESTWOOD TERRACE OUTLOT B OUTLOT C 83,693 sf 7,825 sf 7,632 sf 7,164 sf 7,333 sf 7,294 sf 7,589 sf 7,813 sf 10,141 sf 9,242 sf 9,640 sf 8,671 sf 8,590 sf 564,360 sf 7,150 sf 7,150 sf 106,831 sf 10,061 sf 62,073 sf 142,090 sf 70 66 39 72 133 110 1 24 0 98 4 46 34 165 7 6 1 1 3 126 338 104 218 13 177 234 143 51 115 35 49 55 55 55 55 55 55 55 23 6 33 382 536 33 83 55 55 90 52 87 60 3 3 14 2239 14 3 14 1 34 41 13 6 29 55 21 13 1 13 1 4926 13 5 6 41 14 1 4714 14 3 5 4 34 1 5 7 39 4 6 4 6 34 13 13 3 1 3 4 14 0 3055558 13 0 1 6 2 54 22 1 6 8 29 117 12 4 110 67 4 6 143 60 5 2 76 33 76 52 60 1 3 1 13 1 1 0 148 13 0 13 0 126 3 8 189 61 22 4 8 1 9 69 61 135 3 8 71 14 1 18 9 174,491 sf 55 61 C R E S T W O O D T E R R A C E 141,929 sf 35 67 18 6 6 2 76 52 60 1 3 1 13 1 1 0 148 1 6 2 54 22 98 4 61 110 133 72 3966 70 309 1 S87°26'13"E 1317.76 S0 0 ° 1 9 ' 3 9 " E 1 2 2 4 . 2 4 N45°22'42"E 46.09 S88°54'57"E 198.61 L = 5 0 . 0 1 C H = 4 9 . 4 9 C H B = N 2 8 ° 4 7 ' 5 3 " W R = 1 0 0 . 2 2 Δ = 2 8 ° 3 5 ' 3 1 " 1 1 3 . 5 1 N 4 3 ° 0 5 ' 3 8 " W L= 1 0 7 . 1 3 CH = 1 0 5 . 6 0 CH B = N 5 9 ° 5 2 ' 5 2 " W R= 1 8 2 . 8 6 Δ= 3 3 ° 3 4 ' 0 2 " S76°39' 5 3 " E 3 3 8 . 0 2 L=100.22 CH=100.1 8CHB=N 7 9 ° 3 5 ' 0 5 " W R=982.41 Δ=5°50'4 2 " S82°30'26"E 2 1 7 . 5 8 L = 2 2 6 . 8 9 C H = 2 1 5 . 3 1 C H B = S 5 0 ° 3 3 ' 1 5 " E R = 2 0 3 . 4 2 Δ = 6 3 ° 5 4 ' 2 3 " N 1 8 ° 3 5 ' 5 9 " W 1 9 7 . 0 7 L= 7 9 . 5 9 CH = 7 9 . 3 5 CH B = S 1 0 ° 5 0 ' 2 3 " E R= 2 9 3 . 8 2 Δ = 1 5 ° 3 1 ' 1 3 " 14 1 . 5 3 N0 3 ° 0 4 ' 4 9 " W N0 0 ° 3 3 ' 2 4 " W 4 6 5 . 2 5 50 R/ W 50 R/ W 33 R/W 33 R/ W 28B- B 28 B-B 26B- B 2 6B - B 34 15 15 8' TRAIL 8' TRAIL 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK PRIVATE D R I V E PRIVATE DRIVE POND POND 2525 75 92 2 6 B - B DRAINAGE & UTILITY EASEMENT OVER ALL OF OUTLOT B DRAINAGE & UTILITY EASEMENT OVER ALL OF OUTLOT C NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 0'80'160'240' 1" = 80' · EXISTING ZONING: RURAL · GROSS SITE AREA: 32.11 AC · DEVELOPMENT SUMMARY MINIMUM LOT AREA SITE DEVELOPMENT DATA LOT STANDARDS 1.ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATER LEVEL OF ALL PONDS. 5.STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB. DEVELOPMENT NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED TIP-OUT CURB AND GUTTER SITE LEGEND MINIMUM LOT DEPTH SETBACKS FRONT SIDE INTERIOR LOT SIDE CORNER LOT REAR STANDARD SINGLE FAMILY (60' LOTS) 7,165 SF 130' 30' 5' / 10'; 15' TOTAL 25' 20' OUTLOT TABLE OUTLOT OUTLOT A GROSS AREAUSEOWNERSHIP OPEN SPACE PRIVATE HOA 2.45 AC OUTLOT B CITY 1.92 AC TYPICAL SINGLE FAMILY (SF) LOT DETAIL 10 ' 5' 10 ' 10' 30 ' 20 ' 5' 55' 55' 13 0 ' 13 0 ' 21 DRAINAGE & UTILITY EASEMENT TYPICAL LOT DIMENSION FRONT BUILDING SETBACK BUILDING SETBACK LINE LOT NUMBER REAR BUILDING SETBACK X,XXX SF LOT AREA PONDING APARTMENT 15' 50' 30' · PROPOSED ZONING: PUD / RM2.5 55' SF VILLA HOMES 2.84 AC 35' OUTLOT C CITY 1.43 ACPONDING OUTLOT D CITY 12.95 ACBLUFFS & PRESERVED RILEY CREEK N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ 0 0 5 1 0 0 4 S - P P 0 1 . D W G 18 S001 EDEN PRARIE, MN 08/12/24 . . .MARSHALL GARDENS PRELIMINARY PLAT 14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 LAKE WEST DEVELOPMENT, LLC 08/12/24 43055 CHRIS AMBOURN © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com . . . . . . . . . . 80' 16' or 8' PROJECT NUMBER: 0051004.00 15 LOTS MULTIFAMILY CONDO FLATS 7.26 AC 100 CONDO UNTS CRESTWOOD TERRACE (PUBLIC R.O.W.)3.26 AC 25,000 SF 150' X X X X X X X X X X WMAIL S E S E TT S S CS E X X X PO H PO H PO H PO H PO H PO H PO H PO H PO H X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X SILO EXISTING HOUSE EXISTING SHED/BARN EXISTING SHED/BARN GRAVEL DRIVEWAY BI T U M I N O U S R O A D G R A V E L R O A D FND CAST IRON MON. EQ SEC. 30-116-22 EXCEPTION W. LINE OF NE 1/4 OF SE 1/4 SEC. 30 N. LINE OF SE 1/4 SEC. 30 E. LINE SE 1/4 SEC. 3060 RIM=914.26 INV(NW)=911.11 WA T WA T WA T WAT SA N SA N SA N WA T WA T WA T WA T SA N INV=821.08 INV=819.23 60 " C M P WM S C A L E D P E R C I T Y G I S M A P RILE Y C R E E K RILEY CREEK E MAILMAIL S GA S GA S GA S GA S GA S GA S GA S GA S G A S G A S GA S GAS GAS GAS GAS GAS GAS GAS GAS GA S G A S G A S RIM=917.73 INV(W)=900.08 INV(E)=900.18 INV(S)=900.18 RIM=917.96 INV(N)=901.41 INV(S)=901.46 RIM=916.61 INV(N)=904.46 INV(S)=904.46 RIM=915.52 INV(S)=903.52 INV(W)=903.52 SANSANSAN TERMINUS UNKNOWN INV=835.40 INV=827.14 15 " C M P RIM=832.39 INV(W)=824.14 INV(E)=823.74 8" P V C 8" PVC 8" P V C S87°26'13"E 1317.76 S0 0 ° 1 9 ' 3 9 " E 1 2 2 4 . 2 4 N45°22'42"E 46.09 INDUSTRIAL FREEZER EXCEPTION33.00 33 . 0 0 S88°54'57"E 198.61 L = 5 0 . 0 1 C H = 4 9 . 4 9 C H B = N 2 8 ° 4 7 ' 5 3 " W R = 1 0 0 . 2 2 Δ = 2 8 ° 3 5 ' 3 1 " 1 1 3 . 5 1 N 4 3 ° 0 5 ' 3 8 " W L= 1 0 7 . 1 3 CH = 1 0 5 . 6 0 CH B = N 5 9 ° 5 2 ' 5 2 " W R= 1 8 2 . 8 6 Δ= 3 3 ° 3 4 ' 0 2 " S76°39' 5 3 " E 3 3 8 . 0 2 L=100.22 CH=100.1 8CHB=N 7 9 ° 3 5 ' 0 5 " W R=982.41 Δ=5°50'4 2 " S82°30'26"E 2 1 7 . 5 8 L = 2 2 6 . 8 9 C H = 2 1 5 . 3 1 C H B = S 5 0 ° 3 3 ' 1 5 " E R = 2 0 3 . 4 2 Δ = 6 3 ° 5 4 ' 2 3 " N 1 8 ° 3 5 ' 5 9 " W 1 9 7 . 0 7 L = 7 9 . 5 9 C H = 7 9 . 3 5 C H B = S 1 0 ° 5 0 ' 2 3 " E R= 2 9 3 . 8 2 Δ= 1 5 ° 3 1 ' 1 3 " 14 1 . 5 3 N0 3 ° 0 4 ' 4 9 " W N0 0 ° 3 3 ' 2 4 " W 4 6 5 . 2 5 50 33 50 33 33 33 14.43 6.28 66 50 1317.76 N87°26'13"W CENTER SEC.30 T-116 R-22 SE CORNER SEC.30-116-22 12 5 7 . 2 4 S0 0 ° 1 9 ' 3 9 " E 77.4 3 68.90 820 830 830 840 840 850 850 860 860 870 87 0 88 0 880 890 900 910 870 880 890 900 850 860 870 88 0 890 900 910 912 91 2 914 916 918 912 914 9 1 4 916 918 914 914 912 914 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ REMOVE OVERHEAD POWER LINE AND POLES CAP AND CLOSE WELL REMOVE ASSORTED REMAINING FARM EQUIPMENT LEFT IN FIELD REMOVE FENCE LINES ON SITE (TYP.) X X X X SAW CUT BITUMINOUS 2' OFF CURB FOR NEW CURB INSTALLATION AND REPLACE BITUMINOUS FOR NEW STREET CONNECTION. RELOCATE STREET SIGN REMOVE ALL EXISITNG BUILDINGS, BARNS AND STRUCTURES REMOVE FENCE LINES ON SITE (TYP.) REMOVE FENCE LINES ON SITE (TYP.) SEE UTILITY PLAN. ALL WATER AND SANITARY SEWER AND WATER MAIN CONNECTIONS TO BE EXTENDED INTO SITE. SAW CUT AND REPLACE BITUMINOUS FOR IMPACTS TO DELL ROAD. SEE UTILITY PLAN. ALL WATER AND SANITARY SEWER AND WATER MAIN CONNECTIONS TO BE EXTENDED INTO SITE. SAW CUT AND REPLACE BITUMINOUS FOR IMPACTS. RELOCATE HYDRANT (TYP.) \\\REMOVE FENCE RETAINING WALL (TYP.) REMOVE GRAVEL DRIVEWAY IN AREAS NOT AFFECTED BY DEVELOPMENT SO VEGETATION CAN BE ESTABLISHED (TYP.) . . . NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA 100' 20' OR 10' 0'100'200'300' 1" = 100' N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ P R E L I M I N A R Y \ 0 0 5 1 0 0 4 C - E C 0 1 . D W G 24 S002 EDEN PRAIRIE, MN 11/08/24 MARSHALL GARDENS EXISTING CONDITIONS AND REMOVALS PLAN14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 CHRIS AMBOURN 4305511/08/24 LAKE WEST DEVELOPMENT, LLC © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 10/09/24 10/28/24 11/08/24 . . REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS . .PROJECT NUMBER: 0051004.00 PROPERTY LINE \\\\\\CURB & GUTTER SAW CUT PAVEMENT SAN SANITARY SEWER WAT WATER MAIN STO STORM SEWER CONCRETE BITUMINOUS BUILDING TREE LIGHT POLE TRAFFIC SIGN EXISTING PROPOSED SAN WAT STO WAT HYDRANTWAT GAS GASGAS PUG UNDERGROUND ELECTRICPUG TUG UNDERGROUND TELEPHONETUG POH OVERHEAD ELECTRICPOH TOH OVERHEAD TELEPHONETOH FO TELEPHONE FIBER OPTICFO CTV CABLE TELEVISIONCTV RETAINING WALL FENCEX X EXISTING REMOVALS \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ REMOVAL LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. REMOVAL NOTES S S X *X X X LEGEND POST INDICATOR VALVE FLARED END SECTION SANITARY MANHOLE BEEHIVE CATCH BASIN CATCH BASIN ELECTRIC MANHOLE SEWER CLEANOUT POWER POLE ELECTRIC BOX ELECTRIC METER SIGN CABLE TV BOX NATURAL GAS METER STREET LIGHT MAIL BOX STEEL/WOOD POST POWER OVERHEAD TELEPHONE UNDERGROUND TELEPHONE OVERHEAD POWER UNDERGROUND WATERMAIN FIBER OPTIC SANITARY SEWER STORM SEWER GATE VALVE WATER MANHOLE GAS LINE CABLE TELEVISION LINE WELL CURB STOP BOX HYDRANT WATER METER HAND HOLE/JUNCTION BOX STORM MANHOLE TELEPHONE BOX TELEPHONE MANHOLE NATURAL GAS VALVE FIRE DEPARTMENT CONNECTION FENCE LINE CONTROLLED ACCESS CURB & GUTTER CONCRETE SURFACE BITUMINOUS SURFACE FOUND MONUMENT (SEE LABEL) FLAG POLE CTV GAS POH PUG SAN STO TOH TUG WAT FO ∆ S CO ST W CS W W E E E T T TV G G MAIL X HH EASEMENT LINE SECTION LINE LOT LINE BOUNDARY LINE RIGHT-OF-WAY LINE CAST IRON MONUMENT (SEE LABEL) MISCELLANEOUS PEDESTAL MISCELLANEOUS METER FIBER OPTIC PEDESTAL CABLE TV MANHOLE FIBER OPTIC MANHOLE FARM HYDRANT UNKNOWN MANHOLE DOUBLE DETECTOR CHECK VALVE SEPTIC COVER MH SEP M M TV SET MONUMENT (SEE LABEL) INDEX CONTOUR INTERVAL CONTOUR982 980 S E S E TT S S CS E X X X X X X XXX X X X X X X X X X X W A T WA T WA T WATWAT SA N SA N SA N SA N WA T WA T WA T WA T WA T SA N E MAILMAIL GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S G A S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS G A S G A S SANSANSAN 33.00 33 . 0 0 820 830 830 840 840 850 850 860 860 870 870 88 0 880 890 900 910 870 880 890 900 850 860 870 88 0 890 900 910 912 91 2 914 916 918 912 914 9 1 4 916 918 914 914 912 914 PO H PO H PO H 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 OUTLOT A OUTLOT D 2 DE L L R O A D DELL R O A D TURNBULL ROAD CRESTWOOD TERRACE OUTLOT B OUTLOT C C R E S T W O O D T E R R A C E 1 60.66 60.10 60.10 60.10 60.10 60.10 60.10 60.10 61.95 60.0 0 65.63 60.00 60.0082,581 sf 8,839 sf 8,649 sf 8,111 sf 8,295 sf 8,307 sf 9,120 sf 9,869 sf 7,800 sf7,965 sf 93,547 sf 10,711 sf 51,771 sf 142,090 sf 55 61 1 24 0 98 4 46 34 165 7 6 1 1 3 126 338 104 218 13 177 234 143 51 65 473 12 39 72 133 110 54 60 60 60 60 60 23 6 33 382 536 97 64 60 95 52 42 60 94 60 60 2 6 22 3426 14 7 14 6 37 39 14 1 2160 23 13 5 13 6 3739 14 1 24 2 4 15 0 2436 15 3 8 6 8 7 1 4 8 554 5 1 55 1 4 7 13 0 1 3 3 356053 13 0 13 0 19 7 19 7 131 44 42 11 9 2 9 160 60 52 76 95 6 8 57 3 8 189 61 22 4 13 4 8 1 9 69 61 135 3 8 71 10 1 18 9 5 0 1 1 4 107 338 100 218 227 1 9 7 80 14 2 46 5 22 54 16 2 148 1 1 0 13 1 3 1 60 5276 NWL N W L N W L NWL NWL NW L NW L NW L NW L 336,522 sf 554,561 sf 60.59 12,202 sf 8,325 sf 10,918 sf 8,753 sf 9,826 sf HWL H W L H W L HW L HWL HWL HW L HW L HW L HW L . . . NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 80' 16' OR 8' 0'80'160'240' 1" = 80' ·EXISTING ZONING:RURAL ·PROPOSED ZONING:PUD - 55' VILLA LOTS RM2.5 - CONDO FLATS ·TOTAL GROSS ACRES:32.11 AC. DELL ROAD R.O.W. 1.54 AC. OUTLOT D - BLUFF/RILEY CREEK NATURAL AREA 12.73 AC. ·NET SITE AREA:17.84 AC. ·DEVELOPMENT:115 UNITS 60' VILLA HOMES 15 LOTS CONDO FLATS BUILDING 100 UNITS ·PROJECT OPEN SPACE:5.24 AC.. OUTLOT A - COMMUNITY GARDEN 2.15 AC. OUTLOT B - POND / STORMWATER 1.90 AC. OUTLOT C - POND / STORMWATER 1.19 AC. ·OVERALL GROSS DENSITY:3.58 UNITS/AC. (115 UNITS /32.11 AC. ·OVERALL NET RESIDENTIAL DENSITY:6.44 UNITS/AC. (115 UNITS /17.84 AC. RM 2.5 RESIDENTIAL 7.73 AC. ·CONDO FLATS BUILDING 100 UNITS 3 STORIES RESIDENTIAL UNITS 1 STORIES UNDERGROUND PARKING ·PROPOSED BUILDING SETBACKS :35'=FRONT 15'=SIDE; INTERIOR 50'=SIDE; EXTERIOR 30'=REAR; ·PARKING PROVIDED 257 SPACES UNDERGROUND GARAGE 200 SPACES SURFACE GUEST PARKING 44 SPACES SURFACE PARKING PUBLIC 13 SPACES · RATIO 2.57 SPACES / UN. PUD 3.16 AC ·55' VILLA LOTS 15 LOTS ·PROPOSED BUILDING SETBACKS :30'=FRONT, REAR TO PROPERTY 5'/10'; 15' TOTAL=SIDE 20'=SIDE; TO CORNER 20'=REAR; ·IMPERVIOUS SURFACES 20.8 % IMPERVIOUS SURFACE 6.38 AC. PERVIOUS SURFACE 24.19 AC. (CALCULATION EXCLUDES DELL ROAD R.O.W.) SITE DEVELOPMENT SUMMARY N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ P R E L I M I N A R Y \ 0 0 5 1 0 0 4 C - S P 0 1 . D W G 24 S003 EDEN PRAIRIE, MN 11/08/24 . . .MARSHALL GARDENS OVERALL SITE PLAN 14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 4125711/08/24 RYAN M. BLUHM LAKE WEST DEVELOPMENT, LLC © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 10/09/24 10/28/24 11/08/24 . . REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS . .PROJECT NUMBER: 0051004.00 S E S E TT S S CS E X X X X X X X X X ST O W A T WA T WA T WA T WA T WATWAT SA N SA N SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T SA N SA N ST O GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S GA S G A S G A S GA S GA S G A S G A S GA S GAS GAS GAS GAS GAS GAS GAS GAS SANSAN 820 830 830 840 840 850 860 870 880 890 900 910 870 880 890 900 850 860 870 88 0 890 900 910 912 91 2 914 916 918 912 914 9 1 4 916 918 914 914 912 914 PO H PO H PO H PO H PO H 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 OUTLOT A OUTLOT D 2 DE L L R O A D DELL R O A D CRESTWOOD TERRACE OUTLOT B OUTLOT C C R E S T W O O D T E R R A C E 1 60.66 60.10 60.10 60.10 60.10 60.10 60.10 60.10 61.9 5 60.0 0 65.63 60.00 60.00 NW L N W L N W L NW L NW L NWL NWL NW L NW L NW L NW L NW L 60.59 HWL HW L H W L H W L HW L HW L HWL HWLHWL HW L HW L HW L HW L HW L 1 2 3 3 4 5 7 8 14 9 8 14 10 11 1215 R5' R2 0 ' R63' 9' 1 8 ' R20 ' R 1 3 9 ' R 6 1 ' R1 1 1 ' 2 6 ' 28 ' 19' 8 ' 120' 10 16 32 ' COMMUNITY GARDEN PAVILION RILEY CREEK OHWL 150' SETBACK 300' SHORELAND OVERLAY DISTRICT 20' BLUFF IMPACT ZONE TOP OF BLUFF 30' BLUFF BUILDING SETBACK 18 19 19 28 ' 5 0 ' 13 6 6 SNOW STORAGE AREA (TYP.) 10' B.O.C. IN AREAS VOID OF TREES OR SITE CONFLICTS 17 20 NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 60' 12' OR 6' 0'60'120'180' 1" = 60' SITE LEGEND PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL CONCRETE PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED FENCEXX HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT TRAFFIC SIGN POWER POLE BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER 5 T 1 B618 CURB AND GUTTER 2 SURMOUNTABLE CURB 3 PEDESTRIAN CURB RAMP W/ TRUNCATED DOMES 4 FLUSH CURB 5 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 6 GRILL STATION 7 PRIVATE CONCRETE SIDEWALK 8 PUBLIC BITUMINOUS TRAIL 9 ENTRY MONUMENT 10 RETAINING WALL 11 INTERIOR AMENITY CLUBHOUSE (SEE ARCH PLANS) 12 POOL 13 FIRE PIT 14 STREET LIGHTS (TYP) 15 PRIVATE PATIO 16 COMMUNITY GARDEN PAVILION 17 COMMUNITY GARDEN 18 DOG PARK 19 TRASH PICKUP PAD 20 VILLA MAILBOX SITE NOTES STAMPED CONCRETE PAVEMENT SNOW STORAGE AREA 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 2.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 3.ALL DIMENSIONS ARE TO BACK OF CURB FOR RESIDENTIAL OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 4.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 5.ALL CURB RADII ARE SHALL BE 5.0 FEET (TO BACK OF CURB) UNLESS OTHERWISE NOTED. 6.ALL CURB AND GUTTER SHALL BE B618 UNLESS OTHERWISE NOTED. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 8.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 9.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. GENERAL SITE NOTES N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ P R E L I M I N A R Y \ 0 0 5 1 0 0 4 C - S P 0 1 . D W G 24 S004 EDEN PRAIRIE, MN 11/08/24 . . .MARSHALL GARDENS SITE PLAN 14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 4125711/08/24 RYAN M. BLUHM LAKE WEST DEVELOPMENT, LLC © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 10/09/24 10/28/24 11/08/24 . . REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS . .PROJECT NUMBER: 0051004.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 OUTLOT A OUTLOT D 2 DE L L R O A D DELL R O A D TURNBULL ROAD CRESTWOOD TERRACE OUTLOT B OUTLOT C C R E S T W O O D T E R R A C E 1 60.66 60.10 60.10 60.10 60.10 60.10 60.10 60.10 61.9 5 60.0 0 65.63 60.00 60.0082,581 sf 8,839 sf 8,649 sf 8,111 sf 8,295 sf 8,307 sf 9,120 sf 9,869 sf 7,800 sf7,965 sf 93,547 sf 10,711 sf 51,771 sf 142,090 sf 55 61 1 24 0 98 4 46 34 165 7 6 1 1 3 126 338 104 218 13 177 234 143 51 65 473 12 39 72 133 110 54 60 60 60 60 60 23 6 33 382 536 97 64 60 95 52 42 60 94 60 60 26 2 2 3426 14 7 14 6 37 39 14 1 2160 2 3 13 5 13 6 3739 14 1 24 24 15 0 2436 15 3 8 6 8 7 1 4 8 554 5 1 55 14 7 13 0 1 3 3 356053 13 0 13 0 19 7 19 7 131 44 42 11 9 2 9 160 60 5 2 76 95 6 8 57 3 8 189 61 22 4 13 4 8 1 9 69 61 135 3 8 71 10 1 18 9 5 0 1 1 4 107 338 100 218 227 1 9 7 80 14 2 46 5 22 54 1 6 2 148 1 1 0 13 1 3 1 60 5276 NW L N W L N W L NWL NWL NW L NW L NW L NW L 336,522 sf 554,561 sf 60.59 12,202 sf 8,325 sf 10,918 sf 8,753 sf 9,826 sf HWL H W L H W L HW L HWL HWL HW L HW L HW L HW L S87°26'13"E 1317.76 S0 0 ° 1 9 ' 3 9 " E 1 2 2 4 . 2 4 N45°22'42"E 46.09 S88°54'57"E 198.61 L = 5 0 . 0 1 C H = 4 9 . 4 9 C H B = N 2 8 ° 4 7 ' 5 3 " W R = 1 0 0 . 2 2 Δ = 2 8 ° 3 5 ' 3 1 " 1 1 3 . 5 1 N 4 3 ° 0 5 ' 3 8 " W L= 1 0 7 . 1 3 CH = 1 0 5 . 6 0 CH B = N 5 9 ° 5 2 ' 5 2 " W R= 1 8 2 . 8 6 Δ= 3 3 ° 3 4 ' 0 2 " S76°39' 5 3 " E 3 3 8 . 0 2 L=100.22 CH=100. 1 8CHB=N 7 9 ° 3 5 ' 0 5 " W R=982.41 Δ=5°50'4 2 " S82°30'26"E 2 1 7 . 5 8 L = 2 2 6 . 8 9 C H = 2 1 5 . 3 1 C H B = S 5 0 ° 3 3 ' 1 5 " E R = 2 0 3 . 4 2 Δ = 6 3 ° 5 4 ' 2 3 " N 1 8 ° 3 5 ' 5 9 " W 1 9 7 . 0 7 L = 7 9 . 5 9 C H = 7 9 . 3 5 C H B = S 1 0 ° 5 0 ' 2 3 " E R = 2 9 3 . 8 2 Δ= 1 5 ° 3 1 ' 1 3 " 14 1 . 5 3 N0 3 ° 0 4 ' 4 9 " W N0 0 ° 3 3 ' 2 4 " W 4 6 5 . 2 5 50 R/ W 50 R/ W 33 R/W 33 R/W 28B- B 28 B-B 26 B- B 26B - B 8' TRAIL 8' TRAIL 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK PRIVATE D R I V E PRIVATE DRIVE POND POND 2525 75 92 2 6 B - B 25' Drainage & Utility Easement and Access Easement FUTURE DELL ROAD IMPROVEMENTS TO BE COMPLETED BY THE CITY NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 0'80'160'240' 1" = 80' · EXISTING ZONING: RURAL · GROSS SITE AREA: 32.11 AC · DEVELOPMENT SUMMARY MINIMUM LOT AREA SITE DEVELOPMENT DATA LOT STANDARDS 1.ALL LOT DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 3.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 4.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATER LEVEL OF ALL PONDS. 5.STREET WIDTHS ARE SHOWN FROM BACK OF CURB TO BACK OF CURB. DEVELOPMENT NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED TIP-OUT CURB AND GUTTER SITE LEGEND MINIMUM LOT DEPTH SETBACKS FRONT SIDE INTERIOR LOT SIDE CORNER LOT REAR STANDARD SINGLE FAMILY (60' LOTS) 7,800 SF 130' 30' 5' / 10'; 15' TOTAL 25' 20' OUTLOT TABLE OUTLOT OUTLOT A GROSS AREAUSEOWNERSHIP OPEN SPACE PRIVATE HOA 2.15 AC OUTLOT B CITY 1.90 AC TYPICAL SINGLE FAMILY (SF) LOT DETAIL 10 ' 5' 10 ' 10' 30 ' 20 ' 5' 60' 60' 13 0 ' 13 0 ' 21 DRAINAGE & UTILITY EASEMENT TYPICAL LOT DIMENSION FRONT BUILDING SETBACK BUILDING SETBACK LINE LOT NUMBER REAR BUILDING SETBACK X,XXX SF LOT AREA PONDING CONDO FLATS 15' 50' 30' · PROPOSED ZONING: PUD / RM2.5 60' SF VILLA HOMES 3.16 AC 35' OUTLOT C CITY 1.19 ACPONDING OUTLOT D CITY 12.73 ACBLUFFS & PRESERVED RILEY CREEK N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ P R E L I M I N A R Y \ 0 0 5 1 0 0 4 S - P P 0 1 . D W G 24 S001 EDEN PRAIRIE, MN 11/08/24 . . .MARSHALL GARDENS PRELIMINARY PLAT 14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 LAKE WEST DEVELOPMENT, LLC 11/08/24 43055 CHRIS AMBOURN © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 10/09/24 10/28/24 11/08/24 . . REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS . . 80' 16' or 8' PROJECT NUMBER: 0051004.00 15 LOTS MULTIFAMILY CONDO FLATS 7.73 AC 100 CONDO UNTS CRESTWOOD TERRACE (PUBLIC R.O.W.)3.26 AC N/A N/A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15OUTLOT A OUTLOT D DE L L R O A D CRESTWOOD TERRACE OUTLOT B OUTLOT C C R E S T W O O D T E R R A C E 1 60.66 60.10 60.10 60.10 60.10 60.10 60.10 60.10 61.95 60.0 0 65.63 60.00 60.00 NW L N W L N W L NW L NW L NWL NWL NW L NW L NW L NW L NW L 60.59 HWL HW L H W L HW L HW L HW L HWL HWLHWL HW L HW L HW L HW L HW L W S E S S S E POH PO H PO H PO H P O H PO H PO H PO H PO H P O H P O H PO H PO H PO H PO H PO H W A T WA T WA T WA T WA T WATWAT SA N SA N SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T SA N SA N GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S GA S GA S GA S GA S G A S G A S G A S GA S GAS SAN 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2.20% 2.20% 2.20 % 2 .2 0 % 1.40% 1.4 0 % 0.73% 0.73% 1.29% 1.2 9 % LP 2+ 5 9 . 4 9 ELEV 9 1 2 . 9 1 Overa l l L P 2 + 5 9 . 4 9 ELEV 9 1 2 . 9 1 HP 7 + 1 9 . 6 8 EL E V 9 2 1 . 5 2 Ov e r a l l H P 7 + 1 9 . 6 8 EL E V 9 2 1 . 5 2 LP 1 1 + 7 9 . 0 2 EL E V 9 1 5 . 7 5 HP 14+49.80 ELEV 917.49 850 860 870 880890900 910 842844846848 852 854 856 858 862864866868872874876878882884886888892894896898902904906908912 DE L L R O A D I M P R O V E M E N T S BY O T H E R S S S0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0+ 0 0 . 0 0 15+47. 3 5 14 LF-18" STM SWR @ 1.02% SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F SF SF SF SF SF SF SF SF 919.0 911.0 R 919.0 7. 4 % 8. 8 % 8. 7 % 9. 3 % 8. 3 % 7. 6 % 8. 5 % 7. 3 % 6. 6 % 7. 7 % 7 . 1 % 9. 4 % 9. 3 % 9.5 % 9. 1 % 920.5 912.5 LO 915.5 922.0 914.0 LO 917.0 923.5 915.5 WO 915.5 924.0 916.0 WO 916.0 924.0 916.0 WO 916.0 923.5 915.5 WO 915.5 922.0 914.0 LO 917.0 921. 0913. 0 LO 916. 0 919. 5911. 5 R 919. 5 918.5910.5 R 918.5 918.8 910.8 R 918.8 918.8 910.8 R 918.8 919.3 911.3 R 919.3 919.6 911.6 R 919.6 15.7 14.6 13.4 16.4 15.3 16.0 17.0 17.4 15.1 FFE = 919 . 5 GARAGE F L O O R E L E V = 9 0 8 . 0 17.5 18.2 18.5 18.5 18.2 18.218.518.5 18.2 18.218.5 18.5 18.2 18.5 18.2 18.5 18.518.2 18.5 18.2 18.2 18.5 18.5 18.2 18.5 18.218.2 18.2 16.3 10.9 8.0 16.8 17.1 LP 16.9 17.8LP 16.9 17.7 18.0 17.7 LP 16.9 17.6 LP 16.9 17.0 17.8 17.5 16.5 16.2 LP 16.0 17.2 17.4 17.517.1 17.716.0 10.8 8.0 17.4 17.4 17.8 17.0 16.2 16.5 16.9 14.9 14.1 11.6 9.1 15.1 15.7 12.3 13.8 8.0 8.0 11.5 9.6 EOF 11.8 910 902904906908 912 914 9 1 0 9 0 6 9 0 8 9 1 2 9 1 4 9 1 6 914 914 916 916 914 916 17.7 17.4 17.4 17.7 18.5 18.5 18.5 18.5 19.3 19.3 19.3 19.3 19.0 19.0 19.0 19.0 19.019.0 19.019.0 19.019.0 19.0 19.0 5.6% 6. 7 % BEGIN WALL EL= 907.50 TW=918.6 BW=918.6 TW=918.5 BW=916.5 TW=918.5 BW=914.5 TW=918.5 BW=918.5 TW=918.5 BW=914.5 TW=919.3 BW=908.5 TW=913.3 BW=913.3 TW=919.3 BW=908.5 TW=919.0 BW=919.0 TW=919.3 BW=908.5 TW=910.5 BW=910.5 TW=919.3 BW=908.5 TW=916.8 BW=916.8 14.8 17.0 18.3 19.7 21.0 21.7 21.1 20.3 19.4 17. 5 16.7 16.2 15.9 16.2 16.7 14.8 15.0 14.7 14.7 14.5 14.5 14.3 14.3 14.4 15.1 16.0 19.3 20.0 19.8 17.4 HWL HWL HWL HWL HWLHWLHWLHWLHWL HWL HWL HW L HW L HWL HWL HWL HWL HWL HWL NWLNWLNWLNWLNWL NWL NWL NW L NWL NWL NWL NWL NWL NWL NWL EOF 14.5 920 914 916 918 916 918 EOF 15.9 EOF 13.1 TOP OF WALL EL= 906.0 TOP OF WALL EL= 904.0 TOP OF WALL EL= 904.0 SB-2 SB-3 SB-4 SB-5 SB-8 SB-6 SB-7 SB-11 SB-10 SB-1 SB-9 TW=917.3 BW=917.3 TW=917.3 BW=917.3 NW L N W L N W L NW L NW L NWL NWL NW L NW L NW L NW L NW L HWL HW L H W L HW L HW L HW L HWL HWLHWL HW L HW L HW L HW L HW L 9 0 0 90 0 91 0 90 2 90 4 90 6 90 8 91 2 91 4 91 6 91 8 912 91 4 91 6 17.9 18 . 3 18 . 3 19.1 16.0 15.0EOF 15.2 15.6 15.615.6 15.6 15.6 16.6 15.015.0 15.0 15.0 TW=917.0 BW=913.0 TW=917.0 BW=916.0 TW=917.0 BW=913.0 POND 30-41-C NWL = 907.0 BOTTOM = 900.0 100 YR HWL = 910.8 POND 30-41-B NWL = 909.0 BOTTOM=901.0 100 YR HWL = 912.7 6:1 TRENCH DRAIN TO BE PIPED INTERNALLY SEE MECH PLANS FOR DETAILS TRENCH DRAIN TO BE PIPED INTERNALLY SEE MECH PLANS FOR DETAILS RETAINING WALL (TYP.) 30' BLUFF BUILDING SETBACK 20' BLUFF IMPACT ZONE ROCK CONSTRUCTION ENTRANCE (TYP.) TOP OF BLUFF 300' SHORELAND OVERLAY DISTRICT OHWL 150' SETBACK SILT FENCE (TYP.) RILEY CREEK IN LIEU OF DELL ROAD STORM CONNECTION, INSTALL OCS W/ PLUG & RIP RAP SPILLWAY TO THE SOUTH CBMH-119A RE=916.75 IE=912.75 (12" W) CBMH-119 RE=916.75 IE=910.50 (12" E) IE=910.10 (18" NW) CBMH-109 RE=916.75 IE=912.75 (15" NE) CBMH-108 RE=916.75 IE=911.48 (15" SW) IE=911.28 (18" N) CBMH-121 RE=912.26 IE=907.31 (21") 3.5' SUMP=903.81 CBMH-126 RE=915.85 IE=910.00 (12") CBMH-122 RE=912.26 IE=908.05 (18" NE) IE=908.05 (18" SW) 30" FES-114 IE=907.00 21" FES-120 IE=907.00 STMH-116 RE=915.49 IE=909.78 (18") IE=910.67 (12") 18" FES-124 IE=906.50 CBMH-101 RE=914.55 IE=909.38 (30" S) IE=909.38 (30" W) CBMH-117 RE=914.74 IE=910.83 (12") CBMH-118 RE=914.96 STMH-115 RE=912.01 IE=907.27 (18") 3.5' SUMP=903.77 OCS-123 RE=912.70 IE=909.00 (18") CBMH-107 RE=916.33 CBMH-106 RE=916.37 IE=910.63 (24") IE=912.26 (12") STMH-103 RE=915.90 IE=909.84 (30") CBMH-105 RE=915.10 IE=910.53 (21") CBMH-104 RE=915.25 IE=911.25 (12") 30" FES-100 RE=912.08 . . . NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 60' 12' OR 6' 0'60'120'180' 1" = 60' EARTHWORK TAKEOFF CUT VOLUME (UNADJUSTED)57215.98 CU. YD. FILL VOLUME (UNADJUSTED)57566.13 CU. YD. NET VOLUME (UNADJUSTED)350.15 CU. YD.<FILL> N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ P R E L I M I N A R Y \ 0 0 5 1 0 0 4 C - G D 0 2 . D W G 24 C002 EDEN PRAIRIE, MN 11/08/24 . . .MARSHALL GARDENS PRELIMINARY GRADING PLAN14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 4125711/08/24 RYAN M. BLUHM LAKE WEST DEVELOPMENT, LLC © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 10/09/24 10/28/24 11/08/24 . . REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS . .PROJECT NUMBER: 0051004.00 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. GRADING NOTES EXISTING PROPOSED GRADING LEGEND PROPERTY LINE 982 980 TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER TREE LINE INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION FLOW DIRECTION SB-19 RETAINING WALL (MODULAR BLOCK) GRADING LIMITSGL 0.00% 900.00 900.00 TW=XXX.XX BW=XXX.XX E.O.F. HIGH/LOW POINTHP/LP 900.00 CL-CL ELEVATIONCL-CL 900.00 PROPOSED STREET PROFILE GRADEX.XX% POND NORMAL WATER LEVEL WETLAND LINE WETLAND FILL WETLAND BUFFER POND ACCESS MAINTENANCE BENCH WETLAND BUFFER LIMITS WETLAND BUFFER MONUMENT DO NOT DISTURBDND TOTAL DISTURBED AREA = 18.03 AC TOTAL PROPOSED IMPERVIOUS = 6.38 AC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15OUTLOT A OUTLOT D DE L L R O A D CRESTWOOD TERRACE OUTLOT B OUTLOT C C R E S T W O O D T E R R A C E 1 60.66 60.10 60.10 60.10 60.10 60.10 60.10 60.10 61.95 60.0 0 65.63 60.00 60.00 NW L N W L N W L NW L NW L NWL NWL NW L NW L NW L NW L NW L 60.59 HWL HW L H W L HW L HW L HW L HWL HWLHWL HW L HW L HW L HW L HW L W S E S S S E POH PO H PO H PO H P O H PO H PO H PO H PO H P O H P O H PO H PO H PO H PO H PO H W A T WA T WA T WA T WA T WATWAT SA N SA N SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T SA N SA N GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S GA S GA S GA S GA S G A S G A S G A S GA S GAS SAN 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2.20% 2.20% 2.20 % 2 .2 0 % 1.40% 1.4 0 % 0.73% 0.73% 1.29% 1.2 9 % LP 2+ 5 9 . 4 9 ELEV 9 1 2 . 9 1 Overa l l L P 2 + 5 9 . 4 9 ELEV 9 1 2 . 9 1 HP 7 + 1 9 . 6 8 EL E V 9 2 1 . 5 2 Ov e r a l l H P 7 + 1 9 . 6 8 EL E V 9 2 1 . 5 2 LP 1 1 + 7 9 . 0 2 EL E V 9 1 5 . 7 5 HP 14+49.80 ELEV 917.49 850 860 870 880890900 910 842844846848 852 854 856 858 862864866868872874876878882884886888892894896898902904906908912 DE L L R O A D I M P R O V E M E N T S BY O T H E R S S S0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0+ 0 0 . 0 0 15+47. 3 5 14 LF-18" STM SWR @ 1.02% SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F SF SF SF SF SF SF SF SF 919.0 911.0 R 919.0 7. 4 % 8. 8 % 8. 7 % 9. 3 % 8. 3 % 7. 6 % 8. 5 % 7. 3 % 6. 6 % 7. 7 % 7 . 1 % 9. 4 % 9. 3 % 9.5 % 9. 1 % 920.5 912.5 LO 915.5 922.0 914.0 LO 917.0 923.5 915.5 WO 915.5 924.0 916.0 WO 916.0 924.0 916.0 WO 916.0 923.5 915.5 WO 915.5 922.0 914.0 LO 917.0 921. 0913. 0 LO 916. 0 919. 5911. 5 R 919. 5 918.5910.5 R 918.5 918.8 910.8 R 918.8 918.8 910.8 R 918.8 919.3 911.3 R 919.3 919.6 911.6 R 919.6 15.7 14.6 13.4 16.4 15.3 16.0 17.0 17.4 15.1 FFE = 919 . 5 GARAGE F L O O R E L E V = 9 0 8 . 0 17.5 18.2 18.5 18.5 18.2 18.218.518.5 18.2 18.218.5 18.5 18.2 18.5 18.2 18.5 18.518.2 18.5 18.2 18.2 18.5 18.5 18.2 18.5 18.218.2 18.2 16.3 10.9 8.0 16.8 17.1 LP 16.9 17.8LP 16.9 17.7 18.0 17.7 LP 16.9 17.6 LP 16.9 17.0 17.8 17.5 16.5 16.2 LP 16.0 17.2 17.4 17.517.1 17.716.0 10.8 8.0 17.4 17.4 17.8 17.0 16.2 16.5 16.9 14.9 14.1 11.6 9.1 15.1 15.7 12.3 13.8 8.0 8.0 11.5 9.6 EOF 11.8 910 902904906908 912 914 9 1 0 9 0 6 9 0 8 9 1 2 9 1 4 9 1 6 914 914 916 916 914 916 17.7 17.4 17.4 17.7 18.5 18.5 18.5 18.5 19.3 19.3 19.3 19.3 19.0 19.0 19.0 19.0 19.019.0 19.019.0 19.019.0 19.0 19.0 5.6% 6. 7 % BEGIN WALL EL= 907.50 TW=918.6 BW=918.6 TW=918.5 BW=916.5 TW=918.5 BW=914.5 TW=918.5 BW=918.5 TW=918.5 BW=914.5 TW=919.3 BW=908.5 TW=913.3 BW=913.3 TW=919.3 BW=908.5 TW=919.0 BW=919.0 TW=919.3 BW=908.5 TW=910.5 BW=910.5 TW=919.3 BW=908.5 TW=916.8 BW=916.8 14.8 17.0 18.3 19.7 21.0 21.7 21.1 20.3 19.4 17. 5 16.7 16.2 15.9 16.2 16.7 14.8 15.0 14.7 14.7 14.5 14.5 14.3 14.3 14.4 15.1 16.0 19.3 20.0 19.8 17.4 HWL HWL HWL HWL HWLHWLHWLHWLHWL HWL HWL HW L HW L HWL HWL HWL HWL HWL HWL NWLNWLNWLNWLNWL NWL NWL NW L NWL NWL NWL NWL NWL NWL NWL EOF 14.5 920 914 916 918 916 918 EOF 15.9 EOF 13.1 TOP OF WALL EL= 906.0 TOP OF WALL EL= 904.0 TOP OF WALL EL= 904.0 SB-2 SB-3 SB-4 SB-5 SB-8 SB-6 SB-7 SB-11 SB-10 SB-1 SB-9 TW=917.3 BW=917.3 TW=917.3 BW=917.3 NW L N W L N W L NW L NW L NWL NWL NW L NW L NW L NW L NW L HWL HW L H W L HW L HW L HW L HWL HWLHWL HW L HW L HW L HW L HW L 9 0 0 90 0 91 0 90 2 90 4 90 6 90 8 91 2 91 4 91 6 91 8 912 91 4 91 6 17.9 18 . 3 18 . 3 19.1 16.0 15.0EOF 15.2 15.6 15.615.6 15.6 15.6 16.6 15.015.0 15.0 15.0 TW=917.0 BW=913.0 TW=917.0 BW=916.0 TW=917.0 BW=913.0 POND 30-41-C NWL = 907.0 BOTTOM = 900.0 100 YR HWL = 910.8 POND 30-41-B NWL = 909.0 BOTTOM=901.0 100 YR HWL = 912.7 6:1 TRENCH DRAIN TO BE PIPED INTERNALLY SEE MECH PLANS FOR DETAILS TRENCH DRAIN TO BE PIPED INTERNALLY SEE MECH PLANS FOR DETAILS RETAINING WALL (TYP.) 30' BLUFF BUILDING SETBACK 20' BLUFF IMPACT ZONE ROCK CONSTRUCTION ENTRANCE (TYP.) TOP OF BLUFF 300' SHORELAND OVERLAY DISTRICT OHWL 150' SETBACK SILT FENCE (TYP.) RILEY CREEK IN LIEU OF DELL ROAD STORM CONNECTION, INSTALL OCS W/ PLUG & RIP RAP SPILLWAY TO THE SOUTH CBMH-119A RE=916.75 IE=912.75 (12" W) CBMH-119 RE=916.75 IE=910.50 (12" E) IE=910.10 (18" NW) CBMH-109 RE=916.75 IE=912.75 (15" NE) CBMH-108 RE=916.75 IE=911.48 (15" SW) IE=911.28 (18" N) CBMH-121 RE=912.26 IE=907.31 (21") 3.5' SUMP=903.81 CBMH-126 RE=915.85 IE=910.00 (12") CBMH-122 RE=912.26 IE=908.05 (18" NE) IE=908.05 (18" SW) 30" FES-114 IE=907.00 21" FES-120 IE=907.00 STMH-116 RE=915.49 IE=909.78 (18") IE=910.67 (12") 18" FES-124 IE=906.50 CBMH-101 RE=914.55 IE=909.38 (30" S) IE=909.38 (30" W) CBMH-117 RE=914.74 IE=910.83 (12") CBMH-118 RE=914.96 STMH-115 RE=912.01 IE=907.27 (18") 3.5' SUMP=903.77 OCS-123 RE=912.70 IE=909.00 (18") CBMH-107 RE=916.33 CBMH-106 RE=916.37 IE=910.63 (24") IE=912.26 (12") STMH-103 RE=915.90 IE=909.84 (30") CBMH-105 RE=915.10 IE=910.53 (21") CBMH-104 RE=915.25 IE=911.25 (12") 30" FES-100 RE=912.08 . . . NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 60' 12' OR 6' 0'60'120'180' 1" = 60' N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ P R E L I M I N A R Y \ 0 0 5 1 0 0 4 C - G D 0 2 . D W G 24 C003 EDEN PRAIRIE, MN 11/08/24 . . .MARSHALL GARDENS PRELIMINARY EROSION CONTROL PLAN14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 4125711/08/24 RYAN M. BLUHM LAKE WEST DEVELOPMENT, LLC © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 10/09/24 10/28/24 11/08/24 . . REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS . .PROJECT NUMBER: 0051004.00 PROPERTY LINE SILT FENCE POND NORMAL WATER LEVEL ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET EMERGENCY OVERFLOW SOIL BORING LOCATION STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER INLET PROTECTION EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR RETAINING WALL SF GRADING LIMITS CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) TURF REINFORCEMENT MAT EROSION CONTROL LEGEND 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. 6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PER ACRE. B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACRE C.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PER ACRE. D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE. E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE. F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE. 9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. GENERAL EROSION CONTROL NOTES STO WAT SAN GL SB-19SB-19 E.O.F. HEAVY DUTY SILT FENCEHDSF REDUNDANT SILT CONTROLRSC 982 980 982 980 EARTHWORK TAKEOFF CUT VOLUME (UNADJUSTED)57215.98 CU. YD. FILL VOLUME (UNADJUSTED)57566.13 CU. YD. NET VOLUME (UNADJUSTED)350.15 CU. YD.<FILL> TOTAL DISTURBED AREA = 18.03 AC TOTAL PROPOSED IMPERVIOUS = 6.38 AC S E S E TT S S CS E X X X X X X XXX X X X X X X X X X X W A T WA T WA T WATWAT SA N SA N SA N SA N WA T WA T WA T WA T WA T SA N E MAILMAIL GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S G A S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS G A S G A S SANSANSAN PO H PO H PO H 1 2 DE L L R O A D DELL R O A D TURNBULL ROAD CRESTWOOD TERRACE C R E S T W O O D T E R R A C E INTERIOR AMENITY CLUBHOUSE # # # NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. 80' 16' OR 8' 0'80'160'240' 1" = 80' OUTDOOR OPEN SPACE: 3.74 AC (162,893 SQ. FT.) USABLE OPEN SPACE DATA N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ E X H I B I T \ 0 0 5 1 0 0 4 . 0 0 O P E N S P A C E E X H I B I T . D W G 01 01 EDEN PRAIRIE 11/08/24 # # #MARSHALL GARDENS USABLE OPEN SPACE EXHIBIT14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 LAKE WEST DEVELOPMENT, LLC © # # # # W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 1 2 10/09/24 11/08/24 # # # CITY COMMENTS UPDATED SITE PLAN # # #PROJECT NUMBER: 0051004.00 INTERIOR OPEN SPACE: 0.09 AC (4,130 SQ. FT.) S S 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0+ 0 0 . 0 0 15+4 7 . 3 5 DE L L R O A D TO L A F O R E T R O A D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 OUTLOT A OUTLOT D 2 DE L L R O A D DELL R O A D TURNBULL ROAD CRESTWOOD TERRACE OUTLOT B OUTLOT C C R E S T W O O D T E R R A C E 1 NW L N W L NW L NWL NWL NW L NW L NW L NW L HWL H W L HW L HW L HWL HWL HW L HW L HW L HW L S S 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0+ 0 0 . 0 0 15+4 7 . 3 5 4 4 ' 84 ' 271' 90' 122 ' 28' 82' 13 0 '270' 163' 193 ' CLEAR SPACE BASEMENT GARAGE STAIR ACCESS (TYP.) HOSE PULL LENGTH FROM HYDRANT (TYP.) HYDRANT (TYP.) CLEAR SPACE BASEMENT GARAGE STAIR ACCESS (TYP.) HYDRANT (TYP.) HYDRANT (TYP.) COORDINATION WITH ARCHITECT RISER ROOM AND FDC (TYP.) 0'80'160'240' 1" = 80' SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ E X H I B I T \ 0 0 5 1 0 0 4 . 0 0 - T U R N 0 1 . D W G 01. . . NOT FOR CONSTRUCTION ### ### OR ##EDEN PRARIE, MN 11/08/24 . . .MARSHALL GARDENS 14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 08/12/24 LAKE WEST DEVELOPMENT, LLC © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . # # # # # # # # # #PROJECT NUMBER: 0051004.00 FIRE SAFETY EXHIBIT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 OUTLOT A OUTLOT D 2 DE L L R O A D DELL R O A D CRESTWOOD TERRACE OUTLOT B OUTLOT C C R E S T W O O D T E R R A C E 1 NW L N W L N W L NW L NW L NWL NWL NW L NW L NW L NW L NW L HWL HW L H W L H W L HW L HW L HWL HWLHWL HW L HW L HW L HW L HW L MVEC LED LIGHT FIXTURE (TYP.) (PRIVATE) COBRA LIGHT FIXTURE ATTACH TO EXISTING TELEPHONE POLE (PUBLIC) PEDESTRIAN LIGHT BOLLARD (TYP.) (PRIVATE) MVEC LED LIGHT FIXTURE (TYP.) (PUBLIC) PEDESTRIAN LIGHT BOLLARD (TYP.) (PRIVATE) MVEC LED LIGHT FIXTURE (TYP.) (PUBLIC) MVEC LED LIGHT FIXTURE (TYP.) (PRIVATE) S E S E TT S S CS E X X X X X X X X X ST O W A T WA T WA T WA T WA T WATWAT SA N SA N SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T SA N SA N ST O GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S GA S G A S G A S GA S GA S G A S G A S GA S GAS GAS GAS GAS GAS GAS GAS GAS SANSAN PO H PO H PO H PO H PO H 0.2 0.3 0.4 0.2 0.3 0.5 0.7 0.1 0.2 0.4 0.7 1.3 0.2 0.6 1.1 1.2 1.4 2.3 0.9 1.4 1.2 1.4 0.6 0.7 1.0 0.4 0.6 0.1 0.2 0.3 0.1 0.1 0.2 0.0 0.0 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 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.3 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.2 0.1 0.9 0.5 0.2 0.1 1.2 0.8 0.3 0.1 0.4 2.2 1.0 1.2 1.8 0.9 1.6 1.0 0.8 1.2 1.0 0.8 0.8 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.3 0.5 0.6 0.6 0.5 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.5 0.6 0.8 0.3 0.2 0.3 0.4 0.5 0.2 0.2 0.3 0.4 0.2 0.1 0.2 0.5 0.7 0.2 0.1 0.2 0.4 0.9 1.3 0.9 0.7 0.7 0.6 0.3 0.1 0.2 0.4 0.8 2.0 1.1 0.7 0.9 0.9 0.5 0.2 0.2 0.5 1.1 1.4 1.5 1.7 0.8 0.7 1.0 1.4 0.8 0.2 0.2 0.5 0.9 0.9 0.7 1.0 1.3 1.6 1.1 0.3 0.2 0.5 0.6 0.4 0.5 1.1 2.3 0.1 0.2 0.8 0.2 0.3 0.6 0.4 0.3 0.4 1.0 1.6 1.3 1.1 0.4 0.2 0.2 0.3 0.5 0.4 0.4 0.7 1.0 1.5 1.1 0.2 0.2 0.2 0.2 0.6 0.6 0.8 1.1 1.1 0.8 0.2 0.2 0.2 0.2 0.3 1.2 1.0 1.5 1.3 1.0 0.6 0.3 0.2 0.2 0.2 0.3 1.3 2.5 2.0 1.1 0.6 0.2 0.2 0.2 1.5 1.1 0.8 0.3 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 1.9 2.3 1.3 1.4 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.1 0.9 0.7 0.8 0.7 0.6 0.7 0.4 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.3 0.4 0.5 0.5 0.6 0.8 1.2 0.9 0.4 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.5 0.8 0.8 0.3 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 1.2 1.0 0.7 1.0 0.6 0.2 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.6 0.6 0.7 0.6 0.6 0.6 0.8 1.1 0.7 0.3 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.6 0.8 1.1 1.8 1.5 0.6 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.5 0.9 1.6 1.8 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.8 1.8 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.5 2.0 1.6 0.9 0.9 0.8 0.6 0.6 0.8 1.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.7 0.8 0.5 0.5 0.5 0.5 0.5 0.7 0.8 0.9 1.2 1.1 0.8 0.6 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.3 0.3 0.3 0.3 0.4 0.6 0.7 0.6 0.6 0.6 0.6 0.7 1.0 1.2 1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.8 1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.1 0.1 0.1 0.2 0.4 0.7 0.1 0.1 0.3 0.7 1.2 0.0 0.1 0.3 0.6 1.1 0.1 0.3 0.7 1.7 2.1 0.2 0.5 1.3 1.9 0.1 0.3 0.7 0.2 0.4 0.1 0.2 0.4 0.2 0.3 0.1 0.3 0.4 0.1 0.2 0.4 0.0 0.1 0.2 0.0 0.1 0.1 0.0 0.0 0.1 0.1 NOT FOR CONSTRUCTION SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 60' 12' OR 6' 0'60'120'180' 1" = 60' SITE LEGEND PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL CONCRETE PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED FENCEXX HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT TRAFFIC SIGN POWER POLE BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER 5 T STAMPED CONCRETE PAVEMENT SNOW STORAGE AREA N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ P R E L I M I N A R Y \ 0 0 5 1 0 0 4 E - L L 0 1 . D W G 24 E001 EDEN PRAIRIE, MN 11/08/24 . . .MARSHALL GARDENS LIGHTING PLAN 14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 4125711/08/24 RYAN M. BLUHM LAKE WEST DEVELOPMENT, LLC © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 10/09/24 10/28/24 11/08/24 . . REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS . .PROJECT NUMBER: 0051004.00 1.0 FOOT CANDLE ISOLINE 0.5 FOOT CANDLE ISOLINE 0.1 FOOT CANDLE ISOLINE LUMINAIRE SCHEDULE TAG MANUFACTURER PART NUMBER MOUNTING HEIGHT WATTAGE LUMENS LIGHT LOSS FACTOR QUANTITY AV AEL AVPCL2 - 30K - R2 20'50.25 5319 0.9 32 CALCULATION SUMMARY AREA AVG (FC)MAX (FC)MIN (FC) ROADWAY 0.5 2.5 0.0 DRIVEWAY 0.54 2.3 0.0 PROPERTY LINE 0.01 0.5 0.0 S E S E TT S S CS E X X X X X X XXX X X X X X X X X X X W A T WA T WA T WATWAT SA N SA N SA N SA N WA T WA T WA T WA T WA T SA N E MAILMAIL GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S G A S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S G A S G A S G A S SAN PO H PO H PO H SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF S S 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0+ 0 0 . 0 0 15+4 7 . 3 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15OUTLOT A OUTLOT D OUTLOT B OUTLOT C 1 RILEY CREEK OHWL 150' SETBACK 300' SHORELAND OVERLAY DISTRICT SILT FENCE DENOTES GRADING & DISTURBANCE LIMITS SILT FENCE DENOTES GRADING & DISTURBANCE LIMITS FUTURE DELL ROAD IMPROVEMENTS (BY OTHERS) FUTURE DELL ROAD IMPROVEMENTS (BY OTHERS) 20' BLUFF IMPACT ZONE TOP OF BLUFF 30' BLUFF BUILDING SETBACK . . . SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 80' 16' OR 8' 0'80'160'240' 1" = 80' N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ P R E L I M I N A R Y \ 0 0 5 1 0 0 4 L - T P 0 1 . D W G 24 L001 EDEN PRAIRIE, MN 11/08/24 . . .MARSHALL GARDENS OVERALL TREE PRESERVATION PLAN14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 5377411/08/24 NICHOLAS T. MEYER LAKE WEST DEVELOPMENT, LLC NOT FOR CONSTRUCTION © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 10/09/24 10/28/24 11/08/24 . . REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS . .PROJECT NUMBER: 0051004.00 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com TREE PRESERVATION REQUIRMENTS HERITAGE TREE - MEANS ANY LIVING DECIDUOUS TREE (EXCEPT COTTONWOOD,ELM,WILLOW, BOX ELDER, ASPEN) MEASURING 32" INCHES OR MORE IN DIAMETER, OR A LIVING CONIFEROUS TREE MEASURING 24" INCHES IN DIAMETER OR GREATER. SIGNIFICANT TREE - MEANS ANY LIVING DECIDUOUS TREE (EXCEPT COTTONWOOD, ELM, WILLOW, BOX ELDER, ASPEN) MEASURING AT LEAST 12" INCHES AND LESS THAN 32"INCHES IN DIAMETER, OR A LIVING CONIFEROUS TREE MEASURING AT LEAST 8" INCHES AND LESS THAN 24 INCHES IN DIAMETER. HERITAGE TREES THAT ARE LOST OR DAMAGED ARE TO BE REPLACED AT A RATIO OF 2:1, REPLACED CALIPER INCHES TO LOST OR DAMAGED DIAMETER-INCH. HERITAGE TREE REPLACEMENT MUST INCLUDE A MINIMUM OF TWENTY PERCENT(20%) REPLACEMENT TREES EQUAL TO OR GREATER THAN FOUR (4) CALIPER INCHES. IN THE CASE ONE (1) OR MORE HERITAGE TREES ARE SAVED, THE AMOUNT OF DIAMETER INCHES OF SAID SAVED HERITAGE TREE(S) MAY BE SUBTRACTED FROM THE REPLACEMENT REQUIRMENT REQUIRED. IN NO EVENT SHALL THE AMMOUNT SUBTRACTED EXCEED FIFTY-PERCENT (50%) OF THE REPLACEMENT TREES. REPLACEMENT TREES MUST BE NO LESS THAN THE FOLLOWING SIZES: DECIDUOUS - NO LESS THAN TWO AND ONE-HALF (2.5) CALIPER INCHES. CONIFEROUS - NO LESS THAN SIX (6) FEET HIGH. TREE PRESERVATION CALCULATIONS TREE PROTECTION DETAIL " T " POST OR EQUAL 6' MAX. ORANGE MESH CONSTRUCTION FENCE LOCATION AS SHOWN ON PLAN. MAINTAIN MAXIMUM DISTANCE FROM TRUNK POSSIBLE. ORANGE CONSTRUCTION FENCE STAKED EVERY 6' 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 THE CITY. 3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES. LAST REVISED: 05/28/15TREE PROTECTION TP08 NOTES: PLAN ELEVATION 42" DRIPLINE 6' METAL FENCE POST. STAKE EVERY 6' MAXIMUM. LEGEND EXISTING DECIDUOUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO BE REMOVED SILT FENCE / REMOVAL AND DISTURBANCE LIMITS SF NOTE TREES TO BE REMOVED WITH THE 'REM.-CITY' STATUS ARE TREES THAT WILL BE REMOVED AS PART OF THE DELL ROAD IMPROVEMENT PROJECT, AND WILL NOT BE CALCULATED TOWARDS TREE MITIGATION. S E S TT S E X X X X WA T WA T WA T WA T WA T WAT SA N SA N SA N SA N SA N SA N WA T WA T WA T WA T WA T WA T WA T WA T SA N SA N PUG PUG GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S GA S G A S GA S G A S G A S GAS SAN PO H PO H PO H PO H PO H PO H SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF S F SF S F SF SF SF SF SF SF SF SF SF SF S S0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0+ 0 0 . 0 0 15+47. 3 5 6403 64046405 6406 6407 6408 6409 6410 6411 6412 6413 6414 6415 64166417 64186419 6420 6422 64236424 64256426 64276428 64296430 6431 6432 6433 64346435 64366437 6438 64396440 6441 6442 6443 6444 64456446 644764486449 64506451 64526453 6454 6455 64566457 6458 6459 6460 6461 6462 6463 64646465 6466 6467 64686469 64706471 6472 64736474 6475 6476 64776478 64796480 6481 64826483 6484 6485648664876488 64896490 64916492 6493 6494 64956496 64976498 64996500 6601 6602 6603 6604 6605 66066607 6608 6609 66106611 6612 6613 661466156616 6617 66186619 66206621 6622 6623 6624 6625 66266627 6628 66296630 6631 6632 6633 66346635 6636 6637 6638 6639 6640 6641 6642 6643 6644 6645 6646 664766486649 6650 6651 66526653 6654 6655 6656 6658 6659 6660 6661 6662 6663 6664 6665 6668 6669 6670 6671 6672 6673 6674 6675 6676 6677 6678 6679 6680 6681 6682 6683 6684 6685 6686 6687 66886689 6690 6691 66926693 6694 66956696 6697 6698 6791 67936794 6795 7220 7221 7222 72237224 7225 722672277228 72297230 7231 7232 72337234 7235 72367237 7238 7239 7240 7241 7242 7243 7244 7245 7246 7247 7248 7249 725072517252 72537254 7255 7256 7257 7258 7259 7260 7261 72627263 7264 7265 7266 72677268 72697270 7271 7272 7273 7274 7275 7276 7277 7286 7287 7288 7290 7291 7307 7308 7309 7310 OHWL 150' SETBACK 300' SHORELAND OVERLAY DISTRICT SILT FENCE DENOTES GRADING & DISTURBANCE LIMITS SILT FENCE DENOTES GRADING & DISTURBANCE LIMITS FUTURE DELL ROAD IMPROVEMENTS (BY OTHERS) FUTURE DELL ROAD IMPROVEMENTS 20' BLUFF IMPACT ZONE TOP OF BLUFF 30' BLUFF BUILDING SETBACK 10/09/24 10/28/24 11/08/24 . . REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS . . . . . SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA ### ### OR ## 0'50'100'150' 1" = 50' . . .24 L002 EDEN PRAIRIE, MN 11/08/24 MARSHALL GARDENS TREE PRESERVATION PLAN14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 5377411/08/24 NICHOLAS T. MEYER LAKE WEST DEVELOPMENT, LLC NOT FOR CONSTRUCTION © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . PROJECT NUMBER: 0051004.00 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ P R E L I M I N A R Y \ 0 0 5 1 0 0 4 L - T P 0 1 . D W G LEGEND EXISTING DECIDUOUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO BE REMOVED SILT FENCE / REMOVAL AND DISTURBANCE LIMITS SF S E TT E X X X X X X X X X X X X XXXX X X X X X X X X X X X X X X X X X SA N WA T ST O E MAIL MAIL GA S GA S GA S GA S G A S GA S G A S GA S G A S G A S G A S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S G A S G A S G A S GA S G A S SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF S F SF S F SF SF SF SF SF S 6401 6402 6403 64046405 6406 6407 6408 6409 6410 6411 6412 6413 6414 6415 64166417 64186419 6420 6422 64236424 64256426 64276428 64296430 6431 6432 6433 64346435 64366437 6438 64396440 6441 6442 6443 6444 64456446 644764486449 64506451 64526453 6454 6455 64566457 6458 6459 6460 6461 6462 6463 64646465 6466 6467 64686469 64706471 6472 64736474 6475 6476 64776478 64796480 6481 64826483 6484 6485648664876488 64896490 64916492 6493 6494 64956496 64976498 64996500 6601 6602 6603 6604 6605 66066607 6608 6609 66106611 6612 6613 66146615 664766486649 6650 6651 66526653 6654 6655 6656 6657 6658 6659 6660 6661 6662 6663 6664 6665 6666 6667 6668 6669 6670 6671 6672 6673 6674 6675 6676 6677 6678 66996700 6701 6702 6703 6704 6705 6706 6707 67086709 6710 6711 6712 6713 6714 6715 6716 6717 6718 671967206721 6722 6723 6724 6725 67266727 67286729 67306731 67326733 673467356736 6737 67386739 6740 6741 6742 6743 6744 6745 6746 6747 67486749 67506751 6752 6753 6754 67556756 6757 6758 6759 67606761 6762 67636764 67656766 6767 67686769 677067716772 67736774 677567766777 6778 6779 6780 6781 67826783 6784 6785 6786 6787 6788 6789 6790 6791 6792 67936794 6795 72297230 7231 7232 72337234 7235 72367237 7238 7239 7240 7241 7242 7243 7244 7245 7246 7247 7248 7249 725072517252 72537254 7255 7256 7257 7258 7259 7260 7261 72627263 7264 7265 7266 72677268 7269 7270 7271 7272 7273 7274 7275 7276 7277 72787279 7280 7281 72827283 7284 7285 7286 7287 7288 7289 7290 7291 7292 7293 7294 7295 7296 7297 7298 7299 7300 73017302 7303 7304 7305 7306 7311 7312 RILEY CREEK OHWL 150' SETBACK 300' SHORELAND OVERLAY DISTRICT SILT FENCE DENOTES GRADING & DISTURBANCE LIMITS FUTURE DELL ROAD IMPROVEMENTS (BY OTHERS) FUTURE DELL ROAD IMPROVEMENTS 20' BLUFF IMPACT ZONE TOP OF BLUFF 30' BLUFF BUILDING SETBACK 10/09/24 10/28/24 11/08/24 . . REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS . . . . . SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA ### ### OR ## 0'50'100'150' 1" = 50' . . .24 L003 EDEN PRAIRIE, MN 11/08/24 MARSHALL GARDENS TREE PRESERVATION PLAN14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 5377411/08/24 NICHOLAS T. MEYER LAKE WEST DEVELOPMENT, LLC NOT FOR CONSTRUCTION © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . PROJECT NUMBER: 0051004.00 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ P R E L I M I N A R Y \ 0 0 5 1 0 0 4 L - T P 0 1 . D W G LEGEND EXISTING DECIDUOUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO BE REMOVED SILT FENCE / REMOVAL AND DISTURBANCE LIMITS SF S E S E TT S S CS E X X X X X X XXX X X X X X X X X X X W A T WA T WA T WATWAT SA N SA N SA N SA N WA T WA T WA T WA T WA T SA N E MAILMAIL GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S G A S G A S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S G A S G A S G A S SAN 33.00 33 . 0 0 PO H PO H PO H S S 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0+ 0 0 . 0 0 15+4 7 . 3 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15OUTLOT A OUTLOT D OUTLOT B OUTLOT C 1 RILEY CREEK OHWL 150' SETBACK 300' SHORELAND OVERLAY DISTRICT FUTURE DELL ROAD IMPROVEMENTS (BY OTHERS) FUTURE DELL ROAD IMPROVEMENTS (BY OTHERS) 20' BLUFF IMPACT ZONE TOP OF BLUFF 30' BLUFF BUILDING SETBACK CODE QTY COMMON / BOTANICAL NAME SIZE SPACING O.C.MATURE SIZE DECIDUOUS TREES - 145 ACE 12 ACCOLADE ELM / ULMUS X 'MORTON'2.5" CAL.B&B AS SHOWN H 70` W 40`-50` AGG 7 AUTUMN GOLD GINKGO / GINKGO BILOBA 'AUTUMN GOLD'2.5" CAL B&B AS SHOWN H 50` W 30` BUO 7 BURR OAK / QUERCUS MACROCARPA 2.5" CAL.B&B AS SHOWN H 60`-80` W 60`-80` FFM 5 FALL FIESTA MAPLE / ACER SACCHARUM 'BAILSTA'2.5" CAL.B&B AS SHOWN H 60`-75` W 50` FYL 6 FRONTYARD LINDEN / TILIA AMERICANA 'BAILYARD'2.5" CAL.B&B AS SHOWN H 60`-70` W 30`-40` HAK 15 HACKBERRY / CELTIS OCCIDENTALIS 2.5" CAL.B&B AS SHOWN H 40`-60` W 40` NRM 14 NORTHWOOD RED MAPLE / ACER RUBRUM 'NORTHWOOD'2.5" CAL B&B AS SHOWN H 40`-60` W 40` PRE*10 PRINCETON ELM / ULMUS AMERICANA 'PRINCETON'3" CAL B&B AS SHOWN H 60` W 40`-50` REL 10 REDMOND LINDEN / TILIA AMERICANA 'REDMOND'2.5" CAL.B&B AS SHOWN H 40`-60` W 30`-40` RVB 6 RIVER BIRCH / BETULA NIGRA 6` HT. - CLUMP B&B AS SHOWN H 40`-60` W 30`-40` SGM 16 SIENNA GLEN MAPLE / ACER X FREEMANII 'SIENNA'2.5" CAL.B&B AS SHOWN H 50`-60` W 40` SWO 6 SWAMP WHITE OAK / QUERCUS BICOLOR 2.5" CAL.B&B AS SHOWN H 50`-60` W 60`-80` WHO 20 WHITE OAK / QUERCUS ALBA 2.5" CAL.B&B AS SHOWN H 60`-80` W 60`-80` EVERGREEN TREES - 103 BHS 11 BLACK HILLS SPRUCE / PICEA GLAUCA DENSATA 6` HT.B&B AS SHOWN H 30`-40` W 20`-30` CWP 12 COLUMNAR WHITE PINE / PINUS STROBUS 'FASTIGIATA'6` HT.B&B AS SHOWN H 40` W 15` COF 6 CONCOLOR FIR / ABIES CONCOLOR 6` HT.B&B AS SHOWN H 30`-50` W 25`-30` NOP 17 NORWAY PINE / PINUS RESINOSA 6` HT.B&B AS SHOWN H 50`-80` W 30`-40` NOS 3 NORWAY SPRUCE / PICEA ABIES 6` HT.B&B H 60`-80` W 25`-30` POP 10 PONDEROSA PINE / PINUS PONDEROSA 6` HT.B&B AS SHOWN H 60`-80` W 25`-30` WHP*22 WHITE PINE / PINUS STROBUS 8` HT.B&B AS SHOWN H 50`-80` W 30`-40` ORNAMENTAL TREES - 117 AMH 10 AMERICAN HOPHORNBEAM / OSTRYA VIRGINIANA 1.5" CAL.AS SHOWN H 25`-40` W 20`-30` AGM 16 ARMSTRONG GOLD® MAPLE / ACER RUBRUM 'JFS-KW78'1.5" CAL.B&B AS SHOWN H 40` W 12` ABS 12 AUTUMN BRILLIANCE SERVICEBERRY / AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'6` HT. - CLUMP B&B AS SHOWN H 15`-20` W 15`-20` DPB 24 DAKOTA PINNACLE BIRCH / BETULA PLATYPHYLLA 'FARGO'1.5" CAL.B&B AS SHOWN H 30` W 8` NSR 8 NORTHERN STRAIN REDBUD / CERCIS CANADENSIS 'NORTHERN STRAIN'1.5" CAL.AS SHOWN H 25` W 30` PGA 18 PRAIRIE GOLD QUAKING ASPEN / POPULUS TREMULOIDES 'NE ARB'1.5" CAL.B&B AS SHOWN H 30` W 15` PFC 5 PRAIRIFIRE CRABAPPLE / MALUS X 'PRAIRIFIRE'1.5" CAL.B&B AS SHOWN H 15`-20` W 20` QUA 6 QUAKING ASPEN / POPULUS TREMULOIDES 1.5" CAL.B&B AS SHOWN H 40`-60` W 20`-30` RPO 15 REGAL PRINE OAK / QUERCUS X WAREI 'LONG'1.5" CAL.B&B AS SHOWN H 40`-60` W 20`-25` TCH 3 THORNLESS COCKSPUR HAWTHORN / CRATAEGUS CRUS-GALLI INERMIS 6` HT. - CLUMP B&B AS SHOWN H 15`-20` W 15`-20` AS SHOWN B&B B&B ROOT FYL*11 FRONTYARD LINDEN / TILIA AMERICANA 'BAILYARD'3" CAL.B&B AS SHOWN H 60`-70` W 30`-40` BHS*10 BLACK HILLS SPRUCE / PICEA GLAUCA DENSATA 8` HT.B&B AS SHOWN H 30`-40` W 20`-30` COF*9 CONCOLOR FIR / ABIES CONCOLOR 8` HT.B&B AS SHOWN H 30`-50` W 25`-30` NOS*3 NORWAY SPRUCE / PICEA ABIES 8` HT.B&B H 60`-80` W 25`-30`AS SHOWN PLANT SCHEDULE . . . SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 80' 16' OR 8' 0'80'160'240' 1" = 80' PRELIMINARY PLANT SCHEDULE - OVERSTORY & UNDERSTORY TREES ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINER NOTE: 1) QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. 2) LABELS WITH A '*' INDICATE AN UPSIZED PLANT. DECIDUOUS TREES WILL BE 3" CAL. & EVERGREEN TREES WILL BE 8' HT. 1.TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED PARKING LOT, SIDEWALK, AND UTILITY LOCATIONS. 2.PARKING LOT TREES SHALL BE PLANTED 10' FROM BACK OF CURB IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS. 3.STREET TREES SHALL BE PLANTED MIN 5' FROM BACK OF CURB OR SIDEWALK IN A LOCATION THAT DOES NOT INTERFERE WITH INDIVIDUAL SEWER, WATER CONNECTIONS, AND EASEMENTS. 4.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 5.DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5' OFF ANY UTILITY PIPE AND CONIFEROUS TREES TREES SHOULD BE LOCATED A MINIMUM OF 15' OFF ANY UTILITY PIPE. 6.NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM A STREETLIGHT. 7.NO DECIDUOUS TREE WITHIN 5' OF A SIDEWALK OR TRAIL AND NO CONIFEROUS TREES WITHIN 15' OF A PROPOSED SIDEWALK OR TRAIL. 8.ALL LANDSCAPED AREAS SHALL BE IRRIGATED WITH A DRIP LINE OR SPRAY SYSTEM AS APPROPRIATE FOR THE PROPOSED PLANTINGS IN THE SPECIFIC AREA. 9.MECHANICALS TO BE SCREENED WITH ADEQUATE VEGETATION. 10.IRRIGATION PLANS TO BE PROVIDED BY IRRIGATION CONTRACTOR. PLANS TO SUBMITTED FOR REVIEW AND APPROVAL WITH THE CITY OF EDEN PRAIRIE PRIOR TO INSTALLATION. GENERAL NOTES NATIVE SEEDING LEGEND BWSR STORMWATER S&W SEED MIX (33-261) TOTAL AREA (0.5 AC) BWSR MESIC PRAIRIE SW SEED MIX (35-542) TOTAL AREA (2.2 AC) EVERGREEN TREES * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE * ALL DISTURBED AREAS IN DELL ROAD R.O.W. TO BE SEEDED WITH MNDOT MESIC INSLOPE (MI) SEED MIX PLANT LEGEND DECIDUOUS OVERSTORY TREES ORNAMENTAL TREES N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ P R E L I M I N A R Y \ 0 0 5 1 0 0 4 L - P L 0 1 . D W G 24 L006 EDEN PRAIRIE, MN 11/08/24 . . .MARSHALL GARDENS OVERALL LANDSCAPE PLAN14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 5377411/08/24 NICHOLAS T. MEYER LAKE WEST DEVELOPMENT, LLC NOT FOR CONSTRUCTION © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . 10/09/24 10/28/24 11/08/24 . . REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS . .PROJECT NUMBER: 0051004.00 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com EXISTING DECIDUOUS TREE TO REMAIL EXISTING EVERGREEN TREE TO REMAIN TREE PRESERVATION CALCULATIONS 8 9 10 11 SHREDDED HARDWOOD MULCH (TYP.) SHREDDED HARDWOOD MULCH (TYP.) SHREDDED HARDWOOD MULCH (TYP.) SHREDDED HARDWOOD MULCH (TYP.) EDGER (TYP.) EDGER (TYP.) SOD (TYP.) SOD (TYP.) SOD (TYP.) SOD (TYP.) 30' BLUFF COMMON / BOTANICAL NAME SIZE SPACING O.C. DECIDUOUS SHRUBS - 606 ANNABELLE HYDRANGEA / HYDRANGEA ARBORESCENS 'ANNABELLE'#5 CONT.4`-0" O.C. ANTHONY WATERER SPIREA / SPIRAEA X BUMALDA 'ANTHONY WATERER'#5 CONT.3`-0" O.C. BOBO HYDRANGEA / HYDRANGEA PANICULATA 'ILVOBO'#5 CONT.3`-0" O.C. GREEN VELVET BOXWOOD / BUXUS X 'GREEN VELVET'#5 CONT.3`-0" O.C. LITTLE DEVIL DWARF NINEBARK / PHYSOCARPUS OPULIFOLIUS 'DONNA MAY'#5 CONT.3`-0" O.C. LITTLE LIME HYDRANGEA / HYDRANGEA PANICULATA 'JANE'#5 CONT.4`-0" O.C. LITTLE PRINCESS SPIREA / SPIRAEA JAPONICA 'LITTLE PRINCESS'#5 CONT.3`-0" O.C. MINUET WEIGELA / WEIGELA FLORIDA 'MINUET'#5 CONT.3`-0" O.C. NEON FLASH SPIREA / SPIRAEA JAPONICA 'NEON FLASH'#5 CONT.3`-0" O.C. EVERGREEN SHRUBS - 203 TAUNTON YEW / TAXUS X MEDIA 'TAUNTON'#5 CONT.5`-0" O.C. TECHNITO ARBORVITAE / THUJA OCCIDENTALIS 'BAIL JOHN'#5 CONT.6`-0" O.C. WICHITA BLUE JUNIPER / JUNIPERUS SCOPULORUM 'WICHITA BLUE'#5 CONT.5`-0" O.C. GRASSES / PERENNIALS - 2,623 APRICOT SPARKLES DAYLILY / HEMEROCALLIS X 'APRICOT SPARKLES'#1 CONT.18" O.C. AUTUMN FIRE SEDUM / SEDUM X 'AUTUMN FIRE'#3 CONT.24" O.C. BIOKOVO GERANIUM / GERANIUM X CANTABRIGIENSE 'BIOKOVO'#1 CONT.18" O.C. BLACK EYED SUSAN / RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM'#1 CONT.18" O.C. CAROUSEL LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM 'CAROUSEL'#3 CONT.24" O.C. FROSTED VIOLET CORAL BELLS / HEUCHERA X 'FROSTED VIOLET'#1 CONT.18" O.C. HAMELN FOUNTAIN GRASS / PENNISETUM ALOPECUROIDES 'HAMELN'#3 CONT.30" O.C. KARL FOERSTER GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#3 CONT.30" O.C. LUCKY LILAC PHLOX / PHLOX PANICULATA 'LUCKY LILAC'#1 CONT.12" O.C. MILLENIUM ALLIUM / ALLIUM X 'MILLENIUM'#1 CONT.16" O.C. MOONSHINE YARROW / ACHILLEA X 'MOONSHINE'#3 CONT.24" O.C. PATRIOT HOSTA / HOSTA X 'PATRIOT'#1 CONT.24" O.C. RUBY STELLA DAYLILY / HEMEROCALLIS X 'RUBY STELLA'#1 CONT.18" O.C. WALKER'S LOW CATMINT / NEPETA X FAASSENII 'WALKER'S LOW'#1 CONT.30" O.C. WHITE/ RED EYE PHLOX / PHLOX PANICULARA 'BARSIXTY'#1 CONT.12" O.C. 10/09/24 10/28/24 11/08/24 . . REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS . . . . . SHEET NUMBER: VERTICAL SCALE: DATE: PREPARED FOR: OF HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA ### ### OR ## 0'50'100'150' 1" = 50' . . .24 L009 EDEN PRAIRIE, MN 11/08/24 MARSHALL GARDENS FOUNDATION PLANTING DETAILS14525 HIGHWAY 7, SUITE 265 MINNETONKA, MN 55345 MA R S H A L L G A R D E N S 08/12/24 5377411/08/24 NICHOLAS T. MEYER LAKE WEST DEVELOPMENT, LLC NOT FOR CONSTRUCTION © 2 0 2 4 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . NATIVE SEEDING LEGEND EVERGREEN SHRUBS * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE * ALL DISTURBED AREAS IN DELL ROAD R.O.W. TO BE SEEDED WITH MNDOT MESIC INSLOPE (MI) SEED MIX PLANT LEGEND DECIDUOUS SHRUBS GRASSES & PERENNIALS EXISTING DECIDUOUS TREE TO REMAIL EXISTING EVERGREEN TREE TO REMAIN PROJECT NUMBER: 0051004.00 Common Ground Alliance Call 48 Hours before digging: 811 or call811.com N: \ 0 0 5 1 0 0 4 . 0 0 \ D W G \ C I V I L \ P R E L I M I N A R Y \ 0 0 5 1 0 0 4 L - P L 0 1 . D W G PRELIM. PLANT SCHEDULE - FOUNDATION BWSR STORMWATER S&W SEED MIX (33-261) TOTAL AREA (0.5 AC) BWSR MESIC PRAIRIE SW SEED MIX (35-542) TOTAL AREA (2.2 AC) Marshall Gardens Eden Prairie, MN005100410/09/2024 Phone (952) 937-5150Fax (952) 937-5822Toll Free (888) 937-5150 12701 Whitewater DriveMinnetonka, MN 55343westwoodps.com Westwood Professional Services, Inc. Cross Section 0‘10‘20‘30’ N 130’± 70’ Not to Scale SECTION LOCATION CROSS SECTION Laforet Drive Crestwood Terrace Riley Creek Trailhead A A1 A A1 Right-of-Way Property Line Existing Vegetation Existing Home Vegetation Buer Villa Home(Conceptual Plan) Crestwood Terrace © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 3 0 1 _ T Y P E A . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 2 : 0 2 p m L a y o u t : a - 3 0 1 P l o t t e d b y : d n i m s © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 3 0 1 _ T Y P E A . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 1 : 4 5 a m L a y o u t : a - 3 0 2 P l o t t e d b y : d n i m s © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 3 0 1 _ T Y P E A . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 2 : 0 3 p m L a y o u t : a - 3 0 3 P l o t t e d b y : d n i m s © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 2 0 1 _ T Y P E A . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 1 : 2 8 a m L a y o u t : a - 2 0 1 P l o t t e d b y : d n i m s © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 2 0 1 _ T Y P E A . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 1 : 3 0 a m L a y o u t : a - 2 0 2 P l o t t e d b y : d n i m s © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 2 0 1 _ T Y P E A . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 1 : 3 1 a m L a y o u t : a - 2 0 3 P l o t t e d b y : d n i m s © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL 11/11/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 2 0 4 _ T Y P E D . d w g Da t e : N o v 1 3 , 2 0 2 4 , 5 : 4 4 a m L a y o u t : A - 2 0 4 P l o t t e d b y : d n i m s UP DN FIR E P L A C E Linen Closet Laundry 8'10" x 9'7" Dining 19'8" X 11' Walk-In 6'8" X 5'6" Primary Suite Bath 15' x 6'4" Primary Suite 14' X 19'10" Kitchen 19'8" X 12'8" Walk-In 5'4" X 10'8" Pwdr Rm 6'8" X 5'4" Bath 6'10" x 10' Hearth Rm 11'8" x 14'6"Living 19'8" X 16'6" Pantry 1'10" x 4' Foyer 6'8" x 6'8" Unit Type "A" Bar Patio 18' x 8' Linen Closet Laundry 8'10" x 9'7" Dining 19'8" X 11' Bed Rm 2 12'8" x 17'7" Walk-In 6'8" X 5'6" Primary Suite Bath 15' x 6'4" Primary Suite 14' X 19'10" Kitchen 19'8" X 12'8" Walk-In 5'4" X 7'3" Pwdr Rm 6'8" X 5'4" Bath 6'10" x 10' Study 11'8" x 14'6" Living 19'8" X 16'6" Pantry 1'10" x 4' Foyer 6'8" x 6'8" Unit Type "A" Patio 18' x 8' Bed Rm 2 12'8" x 17'7" FIR E P L A C E Linen Closet Laundry 8'10" x 9'7" Dining 19'8" X 11' Walk-In 6'8" X 5'6" Primary Suite Bath 15' x 6'4" Primary Suite 14' X 19'10" Kitchen 19'8" X 12'8" Walk-In 5'4" X 10'8" Pwdr Rm 6'8" X 5'4" Bath 6'10" x 10' Hearth Rm 11'8" x 14'6"Living 19'8" X 16'6" Pantry 1'10" x 4' Foyer 6'8" x 6'8" Unit Type "A" Bar Patio 18' x 8' Linen Closet Laundry 8'10" x 9'7" Dining 19'8" X 11' Bed Rm 2 12'8" x 17'7" Walk-In 6'8" X 5'6" Primary Suite Bath 15' x 6'4" Primary Suite 14' X 19'10" Kitchen 19'8" X 12'8" Walk-In 5'4" X 7'3" Pwdr Rm 6'8" X 5'4" Bath 6'10" x 10' Hearth Rm 11'8" x 14'6" Living 19'8" X 16'6" Pantry 1'10" x 4' Foyer 6'8" x 6'8" Unit Type "A" Patio 18' x 8' Bed Rm 2 12'8" x 17'7" UP DN Linen DN FIR E P L A C E Closet Mech / Storage 5'6" x 17'6" Primary Suite Bath 12'8"x10'6" Primary Suite 18'4" X 19' Walk-In 9' X 5'10" Bath 6'8" x 10' Linen FIR E P L A C E Laundry 8'10" x 9'7" Dining 19'8" X 11' Kitchen 19'8" X 12'8" Pwdr Rm 6'8" X 5'4" Bed Rm 2 12l x 10'4" Living 19'8" X 16'6" Pantry 1'10" x 4' Foyer 6'8" x 6'8" Unit Type "A-1" Patio 18' x 8' Study 15' X 10'4" Closet Mech / Storage 5'6" x 17'6" Primary Suite Bath 12'8"x10'6" Primary Suite 18'4" X 19' Walk-In 9' X 5'10" Bath 6'8" x 10' Linen Laundry 8'10" x 9'7" Dining 19'8" X 11' Kitchen 19'8" X 12'8" Pwdr Rm 6'8" X 5'4" Bed Rm 2 12l x 10'4" Living 19'8" X 16'6" Pantry 1'10" x 4' Foyer 6'8" x 6'8" Unit Type "A-1" Patio 18' x 8' Study 15' X 10'4" © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 4 0 0 _ G r a d e L e v e l P l a n . d w g Da t e : O c t 0 5 , 2 0 2 4 , 9 : 3 9 a m L a y o u t : a - 4 0 0 P l o t t e d b y : d n i m s 1 Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf 1 Lockable Sto. +/- 40 sf 1 Lockable Sto. +/- 40 sf 1 Lockable Sto. +/- 40 sf 1 1 CC 1 Lock a b l e S t o . +/- 4 0 s f 1 Loc k a b l e S t o . +/- 4 0 s f 1 1 1 1 CC 11 CC 1 1 CC 11 11 CC 1 1 CC 11 CC 1 1 CC 1 1 11 1 11 CC Lockable Sto. +/- 40 sf 1 1 1 CC Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf 1 1 CC 1 1 CC 1 1 1 1 CC Lock a b l e S t o . +/- 4 0 s f Lock a b l e S t o . +/- 4 0 s f Lock a b l e S t o . +/- 4 0 s f Lock a b l e S t o . +/- 4 0 s f Loc k a b l e S t o . +/- 4 0 s f Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf CC 1 CC 1 1 1 CC 1 1 1 1 CC CC 30 PARKING SPACES W/ EV CHARGING 24 PARKING SPACES 10 PARKING S P A C E S 8 PARKING SP A C E S W/ EV CHARG I N G 14 P A R K I N G S P A C E S 15 P A R K I N G S P A C E S W/ E V C H A R G I N G Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf 1 1 1 Lock a b l e S t o . +/- 4 0 s f Lock a b l e S t o . +/- 4 0 s f Loc k a b l e S t o . +/- 4 0 s f Loc k a b l e S t o . +/- 4 0 s f Lock a b l e S t o . +/- 4 0 s f Lock a b l e S t o . +/- 4 0 s f Ma t c h L i n e We s t Entry Drive -Southwest- Wash Bay Ma t c h L i n e Ce n t e r Ma t c h L i n e We s t Ma t c h L i n e Ce n t e r 1 Lock a b l e S t o . +/- 4 0 s f CC CC CC CC Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf DOG WASH Trash Rm 12'6" x 19'4" 1 1 Lockable Sto. +/- 40 sf Utility +/- 70 sf Utility +/- 70 sf Utility +/- 70 sf Utility +/- 70 sf EQUIP. +/- 240 sf 1 © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 1 0 0 _ L L P l a n . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 0 : 4 1 a m L a y o u t : a - 1 0 0 P l o t t e d b y : d n i m s WEST CENTER EAST KEY PLAN 1 1 CC 11 CC 1 1 CC 11 11 CC 1 1 CC 11 CC 1 1 CC 1 1 CC 11 CC 1 1 11 CC 1111 111 30 PARKING SPACES W/ EV CHARGING 24 PARKING SPACES 28 PARKING S P A C E S W/ EV CHARGI N G 24 PARKING S P A C E S Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf 1 1 1 1 1 1 CC 1 1 1 1 CC 1 1 CC 1 1 CC 1 1 CC 1 1 CC 1 1 CC 1 1 1 1 CC 1 1 1 1 1 1 Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf 1 1 1 Ma t c h L i n e We s t CC Lockable Sto. +/- 40 sf Ma t c h L i n e Ce n t e r Ma t c h L i n e Ce n t e r Ma t c h L i n e We s t Ma t c h L i n e Ce n t e r Ma t c h L i n e Ea s t Ma t c h L i n e Ce n t e r Ma t c h L i n e Ea s t Utility +/- 70 sf Utility +/- 70 sf Utility +/- 70 sf EQUIP. +/- 215 sf 1 Lockable Sto. +/- 40 sf © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 1 0 0 _ L L P l a n . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 0 : 4 2 a m L a y o u t : a - 1 0 0 . 1 P l o t t e d b y : d n i m s WEST CENTER EAST KEY PLAN 28 PARKING S P A C E S W/ EV CHARGI N G 24 PARKING S P A C E S 12 PA R K I N G S P A C E S W/ EV C H A R G I N G 7 PAR K I N G S P A C E S 15 P A R K I N G S P A C E S W/ E V C H A R G I N G 13 P A R K I N G S P A C E S 1 1 CC 1 1 CC 1 1 CC 1 1 1 1 1 1 CC 1 1 1 1 CC 1 1 1 1 1 1 Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. +/- 40 sf Lockable Sto. Lockable Sto. +/- 40 sf 1 1 Lockable Sto. +/- 40 sf CC Lockable Sto. +/- 40 sf Lo c k a b l e S t o . +/- 40 s f 1 Lo c k a b l e S t o . +/- 4 0 s f 1 Lo c k a b l e S t o . +/- 4 0 s f 1 Loc k a b l e S t o . +/- 4 0 s f 1 1 CCCC1 1CCLock a b l e S t o . +/- 40 s f 1 1 Loc k a b l e S t o . +/- 4 0 s f 1 Lo c k a b l e S t o . +/- 4 0 s f CC 1 1 Lock a b l e S t o . +/- 40 s f 1 Lo c k a b l e S t o . +/- 4 0 s f 1 Loc k a b l e S t o . +/- 4 0 s f 1 Lockable Sto. +/- 40 sf Lock a b l e S t o . +/- 4 0 s f 1 Lo c k a b l e S t o . +/- 4 0 s f 1 CC 1 1 Lo c k a b l e S t o . +/- 4 0 s f 1 1 CC 1 1 CC 1 1 1 1 C C 1 1 Lockabl e S t o . +/- 40 sf 1 1 1 1 Lockable S t o . +/- 40 s f Lockabl e S t o . +/- 40 sf Lockabl e S t o . +/- 40 sf C C Lockabl e S t o . +/- 40 sf 1 1 Entry Drive -Northeast- Lockabl e S t o . +/- 40 s f CC Lockable Sto. +/- 40 sf Ma t c h L i n e Ce n t e r Ma t c h L i n e Ea s t Ma t c h L i n e Ce n t e r Ma t c h L i n e Ea s t DOG WASH Trash Rm 12'6" x 19'4" CC CC 1 1 Lockabl e S t o . +/- 40 sf Utility +/- 70 sf Utility +/- 70 sf Utility +/- 70 sf 1 EQUIP. +/- 155 sf © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 1 0 0 _ L L P l a n . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 0 : 4 2 a m L a y o u t : a - 1 0 0 . 2 P l o t t e d b y : d n i m s WEST CENTER EAST KEY PLAN Unit Type "A" Unit Type "A" UP UP DN Unit Type "A" Unit Type "A" UP DN Unit Type "C" Unit Type "B" +/-1836 sf +/-2445 sf Unit Type "A"Unit Type "A" Unit Type "A" UP UP DN Unit Type "A" Unit Type "A" Unit Type "A" Unit Type "A" UP DN UP DN UP DN Unit Type "C" Unit Type "B" +/-1836 sf +/-2445 sf Unit Type "A"Unit Type "A" Unit Type "A" © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 1 0 1 _ G r a d e L e v e l P l a n . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 0 : 5 3 a m L a y o u t : a - 1 0 1 P l o t t e d b y : d n i m s A KEY PLAN B B-1 C DN DN Unit Type "A-1" Unit Type "C-2" Unit Type "D" Unit Type "E" Unit Type "A-1" Unit Type "A-1" Unit Type "A-1" DN DN Unit Type "A-1"Unit Type "A-1" © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 1 0 1 _ G r a d e L e v e l P l a n . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 0 : 5 7 a m L a y o u t : a - 1 0 1 . 1 P l o t t e d b y : d n i m s A KEY PLAN B B-1 C UP DN UP UP DN UP AMENITY +/- 1950 - 2150 lsf OFFICE / LOUNGE / GYM Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A" UPDN UPDN Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A" UP DN UP DN UP DN UP UP DN UP AMENITY +/- 1950 - 2150 lsf OFFICE / LOUNGE / GYM Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A"Unit Type "A" © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 1 0 2 _ G r a d e L e v e l P l a n . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 1 : 0 9 a m L a y o u t : a - 1 0 2 P l o t t e d b y : d n i m s A KEY PLAN B B-1 C DN DN Unit Type "A-1"Unit Type "A-1"Unit Type "A-1"Unit Type "A-1"Unit Type "A-1"Unit Type "A-1"Unit Type "A-1"Unit Type "A-1" DN DN © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 1 0 2 _ G r a d e L e v e l P l a n . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 1 : 1 2 a m L a y o u t : a - 1 0 2 . 1 P l o t t e d b y : d n i m s A KEY PLAN B B-1 C Unit Type "C-1" UP UP DN UPUP DN Unit Type "A" Unit Type "A" Unit Type "A" Unit Type "A" Unit Type "B-1" +/-2110 sf +/-2146 sf Unit Type "A"Unit Type "A" Unit Type "A" Unit Type "C-1" Unit Type "A" Unit Type "A" Unit Type "A" Unit Type "A" Unit Type "B-1" +/-2110 sf +/-2146 sf Unit Type "A"Unit Type "A" Unit Type "A" UPDNUPDN UP DN UP DN © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 1 0 3 _ G r a d e L e v e l P l a n . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 1 : 1 6 a m L a y o u t : a - 1 0 3 P l o t t e d b y : d n i m s A KEY PLAN B B-1 C Unit Type "C-1" Unit Type "A" Unit Type "A" Unit Type "A" Unit Type "A" Unit Type "B-1" +/-2110 sf +/-2146 sf Unit Type "A"Unit Type "A" Unit Type "A" DN DN DN DN © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 1 0 3 _ G r a d e L e v e l P l a n . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 1 : 1 6 a m L a y o u t : a - 1 0 3 . 1 P l o t t e d b y : d n i m s A KEY PLAN B B-1 C © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 2 0 1 _ T Y P E A . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 1 : 2 9 a m L a y o u t : a - 2 0 1 . 1 P l o t t e d b y : d n i m s © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 2 0 1 _ T Y P E A . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 1 : 3 1 a m L a y o u t : a - 2 0 2 . 1 P l o t t e d b y : d n i m s © Copyright 2016 Hobbs+Black Associates, Inc. ALL RIGHTS RESERVED TH E B L U F F S @ MA R S H A L L G A R D E N S ED E N P R A I R I E , M N SITE PLAN SUBMITTAL 08/12/2024 10/04/2024SITE PLAN RESUBMITTAL Dr a w i n g : P : \ 2 0 2 4 \ P 2 4 8 0 4 M a r s h a l l G a r d e n s \ D w g s \ S D \ A - 2 0 1 _ T Y P E A . d w g Da t e : O c t 0 5 , 2 0 2 4 , 1 1 : 3 2 a m L a y o u t : a - 2 0 3 . 1 P l o t t e d b y : d n i m s From:Richard Koppy To:Jeremy Barnhart Subject:Re: Re: Date:Tuesday, November 12, 2024 1:34:36 PM Jeremy, sorry that I am late with this email regarding the development project on Dell Road, the 35 acre farm property. I will try to keep it succinct. Before I begin, a couple of notesabout my past experiences. I was City Engineer/Director of Public Works in St. Louis Park for 12 years, and I owned my own Civil Engineering/Landscape Architecture business for 15years, RLK Associates. I have been retired for several years, but I add this information to make you aware that the land development business is in my blood. Now to get on with mycomments about this development proposal. I have attended two neighborhood meetings hosted by the developer and one solo meeting with his staff. The last neighborhood meetingwas about one month ago at City Hall. I am not aware of any City staff members at any of these meetings. So, my comments may be foreign to you, but they represent what I believecame out of these meetings overlayed with my personal view. 1) Dell Road --- I think it is important that the City staff show the design concepts they envision for Dell Road. I questioned the developer on these plans. His response was thedesign is being handled by the City and he doesn't have specific knowledge of the design proposal. Design plans of this roadway are key to this project. I suspect that the design willbe similar to what is already on Dell Road between Pioneer Road and the development site. There are two big concerns... first is the traffic volumes on Dell Road. Hopefully, opening itup to Flying Cloud Drive with a completely paved surface and smoother route will not encourage cut through traffic. It is essential that speeds on Dell Road be considered. I haveseen automobiles travelling at excessive speeds as I walk my dog along the completed section on the sidewalk or trail. Without any traffic controls, this could be a major problem. Irecommend staff review traffic islands at Stable Path and at the proposed developments entry. Not only would they help control the traffic, but they could be designed with landscapingamenities that would be an added attraction to our neighborhood. 2) Landscaping --- The proposed development is the last undeveloped area in this neighborhood that will be developed. It is also a very unique and beautiful 35 acres. The Cityneeds to keep in mind that landscaping and public amenities should be much better here than what was done in the new development on Pioneer Road and Dell Road and in thedevelopment on the north perimeter of the Crestwood Park. 3) Connection to Park east of the 35 acre site from the Crestwood neighborhood -- there should be a sidewalk connecting the park to Dell Road. Ultimately, we understand there willbe a trail along Riley Creek, but that could be many years in the future. Sidewalks and trails in this neighborhood are abundant and well utilized. This is a very important element that wasdiscussed at the neighborhood meetings. 4) Rezoning for 115 units seems excessive. That is 3-4 units per acre which is much more dense than the surrounding area. I believe this should be reduced. 5) Housing adjacent to the north perimeter of the site seems adequate if you believe the simplerenderings we have seen. The existing residents to the north want single family residential properties to be developed in this adjacent land. I implore the City to uphold the architecturalstandards of the neighborhood as the developers proposal is analyzed. The 15 units that are shown should have higher standards than the units planned for the recent Dell Road/Pioneer Road development and the development north of Crestwood Park completed a couple years ago. If the housing density is going to be increased, the three level structures along Riley Creek should be architecturally upgraded from what is shown in the renderings. This is one of the most beautiful areas of the City with the topography, existing landscaping, Riley Creek, and the existing high valued real estate. We should demand the highest standards for the density that is proposed. 6} Community Gardens -- We have been shown plans with the Gardens shown in the Northwest corner of the development adjacent to the entry to the site and Dell Road. Requests for more information on how these will work and examples of community gardens in other parts of Eden Prairie have not been revealed by the developer. He has indicated that the City staff requested the community gardens be included in the proposal. We need much more information with examples to review before this will be happily accepted by the existing neighborhood. Simply calling it open space is not adequate. Thank you for the opportunity to present these views of what I have heard from other participants of the neighborhood meetings plus my personal observations. I look forward to the Planning Commission meeting on November 18th with the opportunity to hear more information about the development proposal. Richard Koppy Resident at 9872 Crestwood Terrace 9905 Dell Road –Planning Commission Presentation Marshall Farms Aspire Eden Prairie 2040 -Infill Development Site Calls for: -Increase in Density -Lifecycle Housing Opportunities -Encourage Single-Level, Maintenance and Barrier-Free Housing -Residential Density -Current Low Density Residential – 5 U/A Max -Proposed: -Low Density Residential – 5 U/A Max -Medium Density Residential – 14 U/A Max -Development Gross – 3.6 U/A Development Timeline •City Council Workshop 1: February 6, 2024 •Neighborhood meeting: April 10, 2024 •City Council Workshop 2: April 16, 2024 •Full Entitlement Submittals: August 13, 2024 •Neighborhood meeting: October 9, 2024 •PC meeting: November 18, 2024 •First City Council Reading: January 2025 •Second City Council Reading: March 2025 •Construction Start: Summer 2025 SITE PLAN -100 Flats (Condominiums) -15 Villa Homes -Community Garden (Outlot A) -Stormwater Ponds (Outlot B and C) -Preserved Natural Area (Outlot D) Nearly 60% of the site is preserved or open green space Cross Section Detail -Shows Villa Lot 15 in relation to home abutting the rear off of Laforet Drive -Homes will be approximately 90 feet away from each other -Landscaping will be planted in the back yard of Villa Lot 15 to provide additional screening and buffering Community Garden Questions?