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HomeMy WebLinkAboutPlanning Commission - 04/25/2022AGENDA EDEN PRAIRIE PLANNING COMMISSION Monday, April 25, 2022 - 7:00 P.M. PLANNING COMMISSION MEMBERS: John Kirk, Andrew Pieper, Ed Farr, Carole Mette, William Gooding, Rachel Markos, Robert Taylor, Daniel Grote, Frank Sherwood STAFF MEMBERS: Julie Klima, Community Development Director; Rod Rue, City Engineer; Matt Bourne, Manager of Parks and Natural Resources I. CALL THE MEETING TO ORDER II. SWEARING IN OF NEW COMMISSION MEMBERS A. Daniel Grote B. Frank Sherwood III. PLEDGE OF ALLEGIANCE -- ROLL CALL IV. APPROVAL OF AGENDA V. MINUTES A. Approval of the Minutes for the February 14, 2022 meeting VI. PUBLIC HEARINGS A. SUITE LIVING OF EDEN PRAIRIE Request for: • Planned Unit Development Concept Review on 2.85 acres • Planned Unit Development Amendment with waivers on 2.85 acres • Site Plan Review on 2.85 acres • Preliminary Plat of one parcel into one lot and two outlots on 2.85 acres VII. PLANNERS’ REPORT VIII. MEMBERS’ REPORTS IX. ADJOURNMENT UNAPPROVED MINUTES EDEN PRAIRIE PLANNING COMMISSION MONDAY, FEBRUARY 14, 2022 7:00 PM—CITY CENTER Council Chambers 8080 Mitchell Road COMMISSION MEMBERS: John Kirk, Ann Higgins, Andrew Pieper, Ed Farr, Michael DeSanctis, Rachel Markos, Carole Mette, William Gooding, Robert Taylor CITY STAFF: Julie Klima, Community Development Director; Matt Bourne, Manager of Parks and Natural Resources; Rod Rue, City Engineer; 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 Absent were commission members Pieper, Markos, DeSanctis and Gooding. III. APPROVAL OF AGENDA MOTION: Higgins moved, seconded by Taylor to approve the agenda. MOTION CARRIED 5-0. IV. MINUTES MOTION: Taylor moved, seconded by Mette to approve the minutes of January 10, 2022. MOTION CARRIED 5-0. V. PUBLIC HEARINGS A. SCHULMAN ADDITION Request for: • Zoning District Change from Rural to R1-13.5 on 2.47 acres • Preliminary Plat of 2 lots on 2.47 acres Tammy Schulman, resident at 12076 Riverview Road, thanked the commission and displayed a PowerPoint of the application. She proposed to divide the property into two lots, one approximately an acre and the other slightly under an acre on which the house stood. The driveway now encroached on neighboring PLANNING COMMISSION MINUTES February 14, 2022 Page 2 land, and she wished to correct this. She proposed a rezoning in keeping with the surrounding neighborhood to preserve property sizes and repave the driveway. Mette asked if during the process there was consideration given to dividing it further. Schulman replied she had considered it, but as a thirty-year resident it was important to her to preserve the character of the neighborhood. In communication with her neighbors she had found they would also oppose greater density, and she also rejected it despite comments from others about the financial awards of subdividing into more lots. Farr asked for and received confirmation Schulman’s neighbors supported the change and would sign the encroachment agreement. Farr asked if there were significant grade changes to be made. Schulman replied the new driveway would actually remain on the same grade while being 100 feet shorter. Klima presented the staff report. This request was consistent with the Comprehensive Plan and with surrounding properties. Further subdivision would not have an opportunity given the easement encumbrances. This was not a PUD request, so no waivers were being requested. Staff recommended approval. MOTION: Kirk moved, seconded by Higgins to close the public hearing. Motion carried 5-0. MOTION: Kirk moved, seconded by Mette to recommend approval of the Zoning District Change from Rural to R1-13.5 on 1.99 acres and a Preliminary Plat of 2 lots on 2.47 acres based on plans stamp dated February 2, 2022 and the staff report dated February 14, 2022. Motion carried 5-0. B. CHICK-FIL-A Request for: • Planned Unit Development Concept Review on 1.27 acres • Planned Unit Development District Review with waivers on 1.27 acres • Site Plan Review on 1.27 acres Justin Lurk of Chick-Fil-A presented a PowerPoint and detailed the application. This would be a locally owned and operated family franchise. The applicant proposed to build a 5,000 square foot Chick- Fil-A fast food restaurant on the site. The Covid-19 pandemic had changed the customer service experience and consumer habits toward drive-throughs and mobile app pickup services. The drive-through would be expanded from two to four lanes, though the two lanes narrowed down to one after the order board and widened back out to two pick-up lanes. The dual-flex lane, as he termed it, would give the operator to use that lane either for mobile order sales during peak hours or for another drive-through delivery lane. The proposed structure met and exceeded City Code requirements PLANNING COMMISSION MINUTES February 14, 2022 Page 3 for building materials and architectural standards. The building would be primarily brick with metal accents and had been approved previously, except for the addition of a column to match the canopy. A double-lane canopy would cover the pickup area. 32 cars were allowed in the drive-through before traffic could spill into the parking lot, making it one of the larger drive-throughs in the area. Three waivers were being requested: a less than the five-foot width requirement for two parking islands, a 7.3 foot instead of a 20- foot side setback, and dual order boards at 20 square feet each instead of the 32 square feet total restriction. The landscaping plan exceeded City Code requirements. Mette asked if the landscaping plantings would shield the drive-through car- stacking more than the site she had observed in Chanhassen. Jeff Westendorf, civil engineer and landscape architect, replied the variety of shrubs and trees would screen the car-stacking, though the developer was restricted by the easements. Farr noted some sedum and coneflowers among other desirable native plants and encouraged more non-deciduous shrub screening between the tree canopy and the ground plantings. Taylor asked for traffic number projections during the peak hours of Monday through Thursday. Lurk replied peak hours were on Friday and Saturday as well, and actual traffic counts could range from 150 to 250 cars per hour. Mette asked if there could be a possible traffic backup up to the new development at Castlemoor Drive. Lurk replied there were two directions in which to turn, rather than just one, and there was no potential backup between Castlemore and Flying Cloud Drive in the traffic study. Farr asked Lurk to explain the south driveway expanding into three lanes, and then having one lane entering and one lane exiting, as he did not see a merging opportunity in the extra drive-through/pickup lane for additional stacking. Lurk replied the first two lanes were for the drive-through should traffic back up that far. The third lane would be for circulation around the canoe island if the traffic was stacked up. The second lane would be used for cars entering and then turning left to arrive at the front of the store and clear signage would facilitate that, as well as “Do Not Enter” signs. Pavement painting would indicate which lanes were drive-throughs from the ring road. Jonathan Smith, resident at 11827 Harvest Lane, asked for information on the possible impacts on the area, especially regarding tree replacement and landscaping plantings. He asked if the two-lane canopy would encroach on the sidewalk and greenery and dining space. Farr replied the drive-through lanes were not changing from the previously approved plan. There was a public area north of the site with sidewalks and benches and shrugs, and this design would not pass the property line. Mette noted the three-dimensional rendering appeared to PLANNING COMMISSION MINUTES February 14, 2022 Page 4 overhang an area that it in fact would not. Lurk added the edge of the canopy columns would be at the back of the curve of the drive-through, and there would be 7.3 feet between the tip of the canopy and the public area. Klima presented the staff report. This plan had come before the commission multiple times and was the final version. The canopy and modifications to the drive-throughs were new, along with the three waivers. The common property line included the gathering public area between this and the Bank of America site, so the side yard setback was not a concern since there was an excess of space. Staff recommended approval. Farr asked Rue to address the internal circulation with the private internal road. Rue replied when the other phases were approved in this area there was an overall traffic study done for all developments, and then an amended study done, looking at the connection points to the public system. There would be a lot of internal traffic at this site, so proper signage would be critical. Farr asked Bourne to weigh in on Farr’s suggestion of better screening between the tree canopy and native plantings. Bourne replied staff could consider this and see if it called for evergreen shrugs, et cetera. Mette added the public plaza could also use a landscape buffer to make it more pleasant. Farr agreed, noting there would be more cars stacking up in that area. Kirk stated he found Lurk’s comments regarding the changes in customer service due to Covid-19 to be interesting and something the commission and the City might take note of for future developments. Mette agreed and stated it raised the question of how to make drive-throughs more pleasant, as multiple drive-throughs like this were preferable to cars backing up to the entrance. Farr asked staff to address the nonrecessed illumination globe beneath the canopy. Klima replied staff had reviewed this design and had no concerns. MOTION: Higgins moved, seconded by Kirk to close the public hearing. Motion carried 5-0. Mette commended the proposal and its unobtrusive, minimalistic canopy that blended well with the building. Kirk agreed, calling this design a “snapshot of the future” and commending its implementation. Higgins raised her concern that walking, rather than driving, would be a trend in the future for both children and adults, particularly seniors. She agreed good signage would facilitate car and pedestrian traffic circulation. Taylor agreed with Higgins’ point but also commended the project, noting the franchise’s history of customer service and hospitality. He had visited Chick-Fil-A with his leadership team years ago which was instructive and could be brought to this franchise as well. Farr also commended the proposal. PLANNING COMMISSION MINUTES February 14, 2022 Page 5 MOTION: Mette moved, seconded by Taylor to recommend approval of the Planned Unit Development Concept Review on 1.27 acres; Planned Unit Development District Review with waivers on 1.27 acres; and a Site Plan Review on 1.27 acres based on plans stamp dated January 7 and Feb 3, 2022 and the staff report dated February 14, 2022. Motion carried 5-0. PLANNERS’ REPORT MEMBERS’ REPORTS Kirk announced the Engineering Association of Minnesota named Rod Rue as Engineer of the Year. Kirk added that among the many development applications that have come before the commission there was no need for major street or sewer redesign in Eden Prairie due to the foresight of Rue and his team. VI. ADJOURNMENT MOTION: Kirk moved, seconded by Higgins to adjourn. Motion carried 5-0. The meeting was adjourned at 7:50 p.m. SITE STAFF REPORT TO: Planning Commission FROM: Beth Novak-Krebs, Senior Planner DATE: April 21, 2022 SUBJECT: Suite Living of Eden Prairie LOCATION: 9360 Hennepin Town Road REQUEST: • Planned Unit Development Concept Review on 2.85 acres • Planned Unit Development Amendment with waivers on 2.85 acres • Site Plan Review on 2.85 acres • Preliminary Plat of one parcel into one lot and two outlots on 2.85 acres BACKGROUND The applicant is requesting approval to construct an assisted living and memory care facility with 32 units on the property located at 9360 Hennepin Town Road. The 2.85-acre property is located on the west side of Hennepin Town Road ¼ mile south of Anderson Lakes Parkway. Currently there is a single family home on the property. The land is generally flat with a small wetland on both the west and east side of the property. The eastern 2/3 of the property is wooded with some trees around the perimeter of the property. Surrounding land uses include residential and commercial to the north, residential to the west and residential and open space to the south. Hennepin Town Road and Highway 169 run along the east side of the property. The majority of the homes in the immediate residential neighborhood are ramblers and split level homes. The applicant is proposing an approximately 21,000 square foot one-story assisted living and memory care facility. The building will include 20 assisted living units and 12 memory care units. There will be 3 to 5 employees. According to the applicant, none of the residents drive. The use requires 14 parking stalls and the plan includes 17 parking stalls for employees and visitors. COMPREHENSIVE PLAN AND ZONING The property is guided Medium Density Residential in Aspire 2040, which allows a density of 5 to 14 units Staff Report – Suite Living of Eden Prairie Page 2 2 per acre. The proposed density is 11.22 units per acre, which is consistent with the density ranges provided in the Comprehensive Plan. The property is zoned RM-6.5. The zoning is consistent with the guiding of the property. The maximum density allowed by the RM-6.5 zoning is 6.7 units per acre. The applicant is requesting a waiver to allow the density of 11.22 units per acre. The property is identified as an infill site on the Infill Development Sites Map in the Aspire 2040 Plan. Through the Aspire process, the City Council discussed infill development sites noting that proposed development should address a variety of items such as, existing environment and character of the surrounding developments, pedestrian and vehicular connections, and housing product type in order to provide lifecycle housing options for the community. PROJECT REVIEWSUMMARY The current proposal includes 32 units in a one-story building. The current project is proposed to generate 21 trips per day, which is fewer vehicle trips than either of the previous projects. The current project requires 14 parking stalls. The proposed project includes 17 surface parking stalls. On July 13, 2021, the City approved a proposal for the property, titled Morimoto CityHomes. The approved plan includes 16 owner-occupied townhomes that are two-story with two car garages. The overall density is 5.6 units per acre. All of the required parking for Morimoto CityHomes is accommodated in attached garages. The plan includes 7 visitor stalls. The developer was unable to secure financing, so the property was put back on the market for sale. In 2020, the City reviewed a proposal for the property called The Lofts at Anderson Reserve. The Planning Commission recommended approval to the City Council, but the application was withdrawn before the 1st Reading before the Council because the project was not awarded the tax credits needed to finance the project. The proposal included a three-story building with 52 units at a density of 18.25 units per acre. The project included underground parking and 50 surface parking stalls. The table below includes a comparison between the three projects Total Units Density (Units/Acre) Total Weekday Daily Vehicle Trips Parking Required Number of Stories Building Height (Ft). *Population Suite Living of Eden Prairie 32 11.22 21 14 1 20 32 Morimoto CityHomes Proposal 16 5.6 117 32 2 24 40 The Lofts at Anderson Reserve Previous Proposal 52 18.25 283 104 3 40 130 * The population numbers are based on an average of 2.5 persons per household. Population for the assisted living is based on 32 private suites. Staff Report – Suite Living of Eden Prairie Page 3 3 PRELIMINARY PLAT The applicant is proposing a preliminary plat that would create one lot for the assisted living and memory care building and Outlots A and B for each wetland and associated wetland buffer. The applicant is proposing to deed the outlots to the City. The City will maintain and preserve the wetlands. The City will require conservation easements over the wetlands and wetland buffers. SITE PLAN The proposal includes one approximately 21,000 square foot building situated parallel to the south and north property lines between the two wetlands on the property. The only vehicular access to the site is from Hennepin Town Road with the access drive coming into the site with a turnaround at the end of the drive. The plan includes 17 surface parking stalls in front of the building along the entry drive. The plan also includes a patio in the back of the building with a sidewalk that wraps around the west side of the building and follows the access drive to connect to the trail along Hennepin Town Road. Staff Report – Suite Living of Eden Prairie Page 4 4 BUILDING ARCHITECTURE Although buildings in the RM-6.5 zoning district are exempt for the building material and articulation requirements, the building includes recesses, projections, and material and color variations to create visual variety. The proposal includes quality building material including stone, glass and fiber cement siding. AFFORDABILITY The applicant indicates that 30% of the units are reserved for holders of elderly waivers under a state program that provides home and community-based services for people who need the level of care provided in a nursing home but who choose to live in the community. The Elderly Waiver program uses federal poverty guidelines to verify the low incomes of waiver holders and staff has confirmed that Suite Living’s set-aside practice presently satisfies the City’s Inclusionary Housing Ordinance option of having at least 10% of units affordable to households at or below 50% of the area median income, or AMI. Additional details pertaining income and rent limits will be addressed in the development agreement. TRAFFIC Hennepin Town Road is designated as a Major Collector on the eastern boundary of the property and provides access to the property. Hennepin Town Road provides access to Highway 169 via the interchanges at Anderson Lakes Parkway and Pioneer Trail. The proposal includes one access point to the property and does not connect with any neighboring local streets. The applicant submitted data about the anticipated number of vehicle trips going into and coming out of the property. The information is gathered from the ITE Trip Generation manual. The information from the manual indicates the site is estimated to generate1 entering and 1 exiting trips during the morning traffic peak and 1 entering and 1 exiting trips during the afternoon traffic peak hour. There could be a total of 21 trips per day for the property. A collector road or distributor road is a low-to-moderate-capacity road which serves to move traffic from local streets to arterial roads. Unlike arterials, collector roads are designed to provide access to residential properties. Based on the classification of Hennepin Town Road, the capacity range of a major collector is Staff Report – Suite Living of Eden Prairie Page 5 5 1,100 – 6,300 vehicles per day. This varies depending on proper driveway spacing, lane width, speed limit, pedestrian facilities and access. The average daily traffic counted on Hennepin Town Road in 2016 was 3,444. The development will generate very low peak hour traffic volumes and will have a negligible impact on the operations of the adjacent roadway. PLANNED UNIT DEVELOPMENT WAIVERS The purpose of a Planned Unit Development (PUD) as stated in the City Code is to provide for a more creative and efficient approach to the use of land within the City; to allow variety in the types of environment available to people and distribution of overall density of population and intensity of land use where desirable and feasible; and provide for greater creativity and flexibility in environmental design. As a part of the PUD, the applicant is seeking waivers to City Code requirements as outlined below. 1. Maximum Gross Density City Code requires a maximum density of 6.7 units per acre in the RM-6.5 Zoning District. The proposed density is 11.22 units per acre and is consistent with the Comprehensive Plan. LANDSCAPE AND TREE REPLACEMENT PLAN The project requires 66 caliper inches for landscaping. The project includes foundation plantings and trees along the drive. The caliper inches proposed for landscaping is 85, which exceeds City Code requirements. The plan also includes shrubs, ornamental grasses and perennials to complete the overall landscaping on the site. The project requires 502 caliper inches for tree replacement. The plan includes 502 caliper inches for tree replacement. For some of the trees proposing to be saved, grading adjustments may be needed in order to ensure that 60% of the tree roots are unaffected. Staff is recommending a condition that the grading plan be revised to reflect these changes prior to the 1st reading at Council. SIDEWALKS AND TRAILS There is an existing paved trail along the west side of Hennepin Town Road. The proposal includes a sidewalk along the entrance drive that connects with the trail along Hennepin Town Road. The proposed sidewalk also wraps around the west side of the building and connects with the patio in the back of the building. The sidewalk and trail provide access to commercial uses to the north and to a more extensive trail system. DRAINAGE The existing parcel consists of a single family residential home, while the remainder is generally wooded. The parcel currently drains to two on-site wetlands. The wetlands ultimately drain to the east under Hennepin Town Road to Woodbridge Marsh in Bloomington. The proposed development will direct runoff from impervious surfaces to two underground stormwater filtration systems located beneath the turnaround and one beneath the entrance and green space along the north property line. The filtration systems remove stormwater pollutants and provide rate control for the Staff Report – Suite Living of Eden Prairie Page 6 6 stormwater discharges. A stormwater reuse system also collects runoff in a cistern for use for on-site irrigation. LIGHTING The proposed lighting plan includes (8) 14-foot tall pole lights to provide lighting for the parking, turnaround, and drive into the site. In addition there are lights on the building and near the front entrance. The lighting does not exceed .5 footcandles at the perimeter property lines. SIGNS The applicant is proposing a sign at the entrance into the site. The applicant is required to have a sign at the entrance into the site that includes addresses for emergency vehicle purposes. All proposed signs will require review and approval through the sign permit process and compliance with Section 11.70. UTILITIES There is an existing water main along Hennepin Town Road with service available to the subject property. The applicant is proposing to connect water service to the water main. The water main has capacity to accommodate the development. The closest existing sanitary sewer main is approximately 160 feet north of the property in Clark Circle. The applicant is proposing to connect to the main located in Clark Circle and extend a sewer to the subject property through an existing drainage and utility easement. There is capacity in the sanitary sewer main for the proposed development. The applicant is proposing a private lift station to get flows to a forcemain and back to Clark Circle. NEIGHBORHOOD MEETINGS AND RESIDENT INPUT On March 23, 2022, the applicant held a neighborhood meeting. Three individuals attended the meeting. According to the applicant the attendees generally had questions about their company. SUSTAINABILITY The applicant is proposing a number of sustainable features in this project as listed below: • EV charging station • Solar panels (to power EV charging station) • Rainwater reuse cistern (for irrigation) • Energy Design Assistance Program offered by Xcel Energy • Recycling bins The rendering of the building shows solar panels on the roof on the south side of the building. The solar panels will be installed at the time of building construction. Staff Report – Suite Living of Eden Prairie Page 7 7 STAFF RECOMMENDATION Recommend approval of the following requests: • Planned Unit Development Concept Review on 2.85 acres • Planned Unit Development Amendment with waivers on 2.85 acres • Site Plan Review on 2.85 acres • Preliminary Plat of one parcel into one lot and two outlots on 2.85 acres This is based on plans submitted on March 26, 2022, staff report dated April 21, 2022 and the following conditions: 1. Prior to the 1st reading before the City Council, the applicant shall: A. The Removals Plan should be revised to be consistent with the tree preservation table. B. The plans should include a detail of the fencing material around the patio area. C. Revise the narrative to include a waiver request for the density from 6.7 units per acre to 11.2 units per acre. D. In the Zoning Notes, revise the parking requirements. For assisted living and memory care facilities, the City Code requirement is 1 parking stall per 4 rooms and 1 parking stall per employee on the largest work shift. E. There are a few trees in the drainage and utility easement along the east property line of Outlot A. Revise the Landscape Plan by moving these trees out of the easement. F. There are evergreen trees in the snow storage area near the turnaround. Revise the Landscape Plan by moving the trees out of the snow storage area. Verify the locations of snow storage and label on Landscape Plan accordingly. The City will require conservation easements over Outlots A and B. Snow storage areas cannot be located within designated conservation easements. G. Portions of the retaining wall are located in the drainage and utility easement. The plans must be revised to show the retaining wall outside of the drainage and utility easement. H. Revise the Lighting plan to reflect the latest revisions to the Site Plan. I. The Landscape Plan must be revised so there are no trees over the waterline or any other underground utilities. J. Submit building material and color samples. K. Provide details of the lighting fixtures. L. The underground chambers are located within the only entrance into the site. Repairs or replacement of the underground chambers may render the site inaccessible. Adjust location to allow for access to site during repairs of the system and revise plans. M. Limit disturbance in Outlot A near wetland 1. Consider minimizing the construction limits. Revise the Grading Plan as necessary. N. Trees identified as being saved have up to 3' of fill proposed. Verify grading and/or tree preservation. Revise grading plan to include tree protection. Grading adjustments may be needed in order to ensure that 60% of the tree roots are unaffected. The gr ading plan must be revised to reflect these changes Staff Report – Suite Living of Eden Prairie Page 8 8 O. Remove grading in the wetland and revise the grading plan appropriately. P. Disturbance shall not occur within the delineated wetland. All erosion and sediment control must be installed above the delineated wetland boundary. Revise the SW1.1 SWPPP – Proposed Conditions accordingly. Q. Revise the Civil Details to show a 4” orifice. R. Revise the Grading Plan by removing proposed contours outside of construction limits in Outlot B. S. Borings must be provided within the footprint of all stormwater BMP’s even if they are not proposed for infiltration. The new borings should be provided prior to the 1st reading. 2. Prior to release of the Final Plat, the applicant shall A. Sign special assessment agreement for City trunk sewer and water assessment fees and connection fees. B. Submit detailed storm water runoff, utility and erosion control plans for review by the City Engineer and Watershed District. C. Provide copies of legal documents, either in Homeowners Association format or private covenant and agreement format to be approved by the City that shall address the following: • Describe the long term private maintenance or replacement agreement for the retaining walls. • Insertion of language in the documents that relinquishes the City of Eden Prairie from maintenance or replacement of the retaining walls. D. 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. 3. Prior to land alteration permit issuance, the applicant shall: A. Submit detailed storm water runoff, wetland, utility, street and erosion control plans for review and approval by the City Engineer. B. Submit a landscaping letter of credit or escrow surety equivalent to 150% of the cost of the landscaping. C. Obtain and provide documentation of Watershed District approval. D. Notify the City and Watershed District 48 hours in advance of grading. E. Install erosion control at the grading limits of the property for review and approval by the City. F. Submit a land alteration bond, letter of credit, or escrow surety equivalent to 125% of the cost of the land alteration. G. The well and septic shall be removed in accordance with all applicable requirements. H. Submit a wetland protection bond, letter of credit, or escrow surety equivalent to 150% of the wetland plan requirements included in the Development Agreement. 4. Prior to building permit issuance for the property, the applicant shall: A. Pay the appropriate cash park fees. Staff Report – Suite Living of Eden Prairie Page 9 9 B. Provide recorded copies of any Home Owner Association documents or private covenants and agreements to the City following recording of the final plat. C. Submit construction plans and project specifications for public infrastructure for review and approval by the City Engineer. 5. The following waivers have been granted through the PUD District Review for the project as indicated in the plans stamp dated March 26, 2022. A. Maximum Gross Density City Code requires a maximum density of 6.7 units per acre in the RM-6.5 Zoning District. The proposed density is 11.22 units per acre. Hampton Senior Care of Eden Prairie, LLC Suite Living Senior Care of Eden Prairie, LLC 1824 Buerkle Road White Bear Lake, MN 55110 STATEMENT OF PROPOSAL: City of Eden Prairie March 24th, 2022 PROJECT NAME: Suite Living Senior Care of Eden Prairie PROPERTY ADDRESS: 9360 Hennepin Town Road, Eden Prairie, MN APPLICANT: Landco Investments of Eden Prairie, LLC 1824 Buerkle Road White Bear Lake, MN 55110 Jeremy Larson: 651-253-8924 Jeremy@hamptoncos.com DESCRIPTION OF PROPOSED DEVELOPMENT: Hampton Senior Care of Eden Prairie and Suite Living is proposing to develop a memory care and assisted living community to serve the care needs of the elderly citizens of Eden Prairie and those with elderly family members in need of memory care and assisted living services. Suite Living Senior Care of Eden Prairie community will feature a total of 32 private suites with 20 of them providing assisted living services and the other 12 providing memory care services. The assisted living residents will be able to enjoy a home-like atmosphere in a setting that allows them the freedom to participate in many amenities that not only help assist them in their daily care needs but also provide them with a higher quality of life than that offered in a more institutional setting. The memory care residents are provided with their own secured area of the building that has its own separate amenities like a congregate dining room, sunroom, activity/craft area and a secure outdoor porch. These residents benefit from a life enrichment program that is specially designed for residents with Alzheimer’s and Dementia. At Suite Living Senior Care of Eden Prairie our goal is to provide our residents with the right care at the right time. Building Description: Total Land Size: 2.85 Acres-Approx. Building Size: 20,744 Sq. Ft. Occupancy: 32 Private Suites Floor 1: 20 Assisted Living Units / 12 Memory Care Units Existing/Proposed Zoning: RM-6.5 Multifamily 6.7 units per acre max. This project is requesting a density waiver to exceed the 6.7 maximum units per acre. Proposed units per acre is 11.2 Parking and Access: Hard Surface Parking (17 stalls, 1 designated handicapped will be designed with dimensions and area in accordance with state law) will provide parking for resident friends and family members along with Suite Living Senior Care staff. Since none of our residents drive there will not be a significant need for parking. Analysis currently and forward The difference between transient building occupants i.e.: those driving and with cars and fixed immobile occupants i.e.: residents 32 residents at any one time (immobile) 3 to 5 employees 1 to 3 visitors for a total of 4 to 8 transient occupants Illumination: Lighting from the installation of outdoor flood or spot lighting and illuminated signs shall be of an intensity that is reasonable for the purpose served and will be appropriately shielded minimizing the effects on the use and enjoyment of adjoining properties. Architectural Design: The building will combine stone, residential exterior materials, columns, roofline gables, extending porches and entrances to the building. The overall look is themed after a residential building providing a feeling of warmth and comfort for the residents. Sustainable Features: The following sustainable design features will be utilized on this site: • EV Charging Station • Solar Panels (to power EV Charging Station) • Rainwater re-use cistern (used for irrigation) • Energy Design Assistance Program offered by Xcel Energy • Recycling Bins will be used along side the trash bins STATE CLASSIFICATION/LICENSURE: Suite Living Senior Care of Eden Prairie will be classified as a Housing With Services Establishment with the MN Department of Health providing care and services via Suite Living’s Comprehensive Home Care License, also through the MN Department of Health. STATE REQUIRED INSPECTIONS: The State will require a survey 6 months after the opening of Suite Care Senior Living of Eden Prairie and then every two years after that. Suite Living does an annual renewal of our Housing With Services Certificates and annual renewal of our Comprehensive Home Care Licenses. Yearly inspections of kitchen equipment, sprinklers, fire alarms, fire extinguishers are conducted. CONCLUSION: Thank you for your time to review our proposal. Suite Living Senior Care of Eden Prairie will provide great economic benefits to the city and community with 32 assisted living and memory care suites, 25 plus full and part time jobs with annual payroll of $750,000 and a significant contribution to the tax rolls for this property and provide services to the residents of the City and surrounding area. The opportunity for the city to provide senior care options in a very demanding market well into the future is a compelling reason to approve this application. The project is designed and intended to accommodate the needs of development for benefit to the community, as Suite Living’s high level of care, access to hospice and respite will bring. Great care has been taken to make the building attractive both as a city and neighborhood friendly addition, utilizing high quality finishes like LP smart siding, colored hard shingle in the staggered edge notched panels, smoked glass in the fake dormers, cultured stone accents and wainscoting, an extensive landscape plan with special attention to maintaining the existing buffer between the neighbors and the building. The project will be designed exceeding the “required” landscaping and other basic requirements of code to upgrade the appearance of the building. The project will manage to maintain the required setbacks from the building to lot line front and back. Landscaping is for decorative purposes and can be moved when and if needed but provides a buffer and ornamental screening. As we work thru the grading plan, special attention will be paid to the drainage and excavation plan to assure that the drainage of this site does not disturb the neighborhood. By approving this project, the city is gaining an attractive, tax paying member to the community in an otherwise idle property. The building is a secure building, noise is not an issue, and the neighbors should appreciate a relatively peaceful co-existence with the new project. The project will bring many benefits to the community of Eden Prairie. Such benefits will include: - Local Chamber of Commerce Membership - Meeting room space including use for business, choir practice, piano recitals, girl/boy scouts, book clubs, churches etc. - Be of host to community events - Offer wellness clinics - Charity drop off site for food and clothing - Partnerships with local daycare centers - Internship options for nursing students - Volunteer opportunities - Promote local businesses We look forward to continuing to work with the City of Eden Prairie during the review and approval process for this application. Please contact me with any questions you have on any item as I would be more than happy to discuss it in further detail. Sincerely, Jeremy Larson Executive Vice President Suite Living of Eden Prairie Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cEDEN PRAIRIE 9360 HENNEPIN TOWN ROAD, EDEN PRAIRIE, MN 55347 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES, LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21015.0103/25/2022CITY RESUBMITTAL..........02/14/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:JD,FJRL..............202159612ROBERT A. LATTALICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.03/25/22REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET............SUITE LIVING EDEN PRAIRIEEDEN PRAIRIE, MINNESOTASHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETSITE SURVEYV1.0UTILITY PLAN - SANITARY AND WATERC4.0ISSUED FOR: CITY RESUBMITTALDEVELOPER / PROPERTY OWNER:ENGINEER / LANDSCAPE ARCHITECT /SURVEYOR:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416612-615-0060GEOTECHNICAL ENGINEER:SWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0C5.1L1.0CIVIL DETAILSLANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0REMOVALS PLANC5.2CIVIL DETAILSKnow what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5CHOSEN VALLEY TESTING, INC.1410 7TH ST NWROCHESTER, MN 55901507-281-0968ARCHITECT:C1.1TREE PRESERVATION PLANSITE LOCATIONSITE LOCATION MAPNC5.3CIVIL DETAILSC1.2EXISTING CONDITIONS PLANUTILITY PLAN - STORM SEWERC4.1GRADING PLAN - OVERALLC3.1UTILITY PLAN - DRAINTILE LAYOUTC4.2UTILITY PLAN - UTILITY SPECIFICATIONSC4.3SUITE LIVING/HAMTON COMPANIES, LLC1824 BUERKLE ROADWHITE BEAR LAKE, MN 55110CONTACT: JEREMY LARSON612-253-8924PRELIMINARY PLATV2.0ROSA ARCHITECTURAL GROUP, INC.1084 STERLING STREETST. PAUL, MN 55119CONTACT: RUSSELL ROSAROSARCHGRP@MSN.COM651-739-7988 CITY SUBMITTALN O T F O RCONSTRUCTIONDRAWN BY:CHECKED BY:REVISIONS:PROJECT #:cCOPYRIGHT 2022DATE:RRROSA ARCHITECTURAL GROUPSHEET1084 Sterling StreetSt. Paul, MN 55119tel: 651-739-7988fax: 651-739-3165RosaArchitecturalGroupInc.PREPARED BY ME OR UNDER MY DIRECT SPECIFICATION, OR REPORT WASI HEREBY CERTIFY THAT THIS PLAN,SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.REG. NO.SIGNED:PRINT NAME:DATE:PREPARED BY ME OR UNDER MY DIRECTSPECIFICATION, OR REPORT WASI HEREBY CERTIFY THAT THIS PLAN,SUPERVISION AND THAT I AM A DULYLICENSED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.SIGNED:PRINT NAME:DATE:22211FEB. 11, 2022JLPROPOSEDP-1COLORPERSPECTIVESP-11NOT TO SCALEPROPOSED NORTH ELEVATION PERSPECTIVE FROM WEST9360 Hennepin Town Rd.Suite LivingEden Prairie, MN 55347of Eden PrairieRUSSELL R ROSA180392/11/20223/25/22P-12NOT TO SCALEPROPOSED NORTH ELEVATION PERSPECTIVE FROM EAST CITY SUBMITTALN O T F O RCONSTRUCTIONDRAWN BY:CHECKED BY:REVISIONS:PROJECT #:cCOPYRIGHT 2022DATE:RRROSA ARCHITECTURAL GROUPSHEET1084 Sterling StreetSt. Paul, MN 55119tel: 651-739-7988fax: 651-739-3165RosaArchitecturalGroupInc.PREPARED BY ME OR UNDER MY DIRECT SPECIFICATION, OR REPORT WASI HEREBY CERTIFY THAT THIS PLAN,SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.REG. NO.SIGNED:PRINT NAME:DATE:PREPARED BY ME OR UNDER MY DIRECTSPECIFICATION, OR REPORT WASI HEREBY CERTIFY THAT THIS PLAN,SUPERVISION AND THAT I AM A DULYLICENSED ARCHITECT UNDER THELAWS OF THE STATE OF MINNESOTA.REG. NO.SIGNED:PRINT NAME:DATE:22211FEB. 11, 2022JLPROPOSEDA4.1COLORELEVATIONSA4.113/32" = 1'-0" (ON 24x36 SHEET)PROPOSED FRONT ELEVATIONA4.123/32" = 1'-0" (ON 24x36 SHEET)PROPOSED SIDE ELEVATIONA4.133/32" = 1'-0" (ON 24x36 SHEET)PROPOSED SIDE ELEVATIONA4.143/32" = 1'-0" (ON 24x36 SHEET)PROPOSED REAR ELEVATIONA4.153/16" = 1'-0" (ON 24x36 SHEET)TRASH ENCLOSURE ELEV.A4.163/16" = 1'-0" (ON 24x36 SHEET)TRASH ENCLOSURE ELEV.A4.173/16" = 1'-0" (ON 24x36 SHEET)TRASH ENCLOSURE ELEV.A4.183/16" = 1'-0" (ON 24x36 SHEET)TRASH ENCLOSURE ELEV.9360 Hennepin Town Rd.Suite LivingEden Prairie, MN 55347of Eden PrairieRUSSELL R ROSA180392/11/20223/25/22 HENNEPIN TOWN RD (A Public R/W)31.311.9 26.711.2 17.51.5 6.11.5 20.416.9 44.07.8 7.29.618.810.032.424.1 18.523.018.9 23.414.59.414.5 9.5N89°09'53"W 597.00S00°01'28"E 215.00 S89°09'53"E 187.00S89°09'53"E 410.00N00°01'28"W 10.00Two story brick building9360 Hennepin Town RdFoundation Area=+/- 2,284 Sq. Ft.WoodDeckWoodBalconyGarageShed Chain LinkFenceWallCMUBlocksWoodFenceLandscapeLandscapeLandscapeLandscapeDelineatedWetlandDelineatedWetlandDelineatedWetlandPID: 2411622440094Address: 9340 Hennepin Town RdOwner: TFC Real Estate LLCPID: 2411622440042Address: 9661 Clark CirOwner: MJ Burns & JA BurnsPID: 2411622440041Address: 9671 Clark CirOwner: GV Pommeranz/EE PommeranzPID: 2411622440040Address: 9681 Clark CirOwner: Katherine J MichelauPID: 2411622440039Address: 9691 Clark CirOwner: JD Simonson & GA SimonsonPID: 2411622440038Address: 9405 Garrison WayOwner: Barbara E LundbeckPID: 2411622440037Address: 9425 Garrison WayOwner: PD & MM ReilingPID: 2411622440010Address: 9445 Garrison WayOwner: Hilary R JordanPID: 2411622440009Address: 9465 Garrison WayOwner: Kimberly SeibertPID: 2511622110160Address: 9485 Garrison WayOwner: AF Court & JL CourtPID: 2511622110039Address: 9505 Garrison WayOwner: Marinda Phandanouvong Et AlPID: 2511622110038Address: 9525 Garrison WayOwner: Jacob W Reiter & JE ReiterPID: 2511622110062Address: 61 Address UnassignedOwner: The Preserve Association18" RCPShedBuildingN89°09'53"W 51.00N89°09'53"W 51.00Bituminous WalkEdge of WoodsCLARK CIR.332' - 8" SAN SEWER @0.40%6" DIPSeptic MHsand Field(Approx. Per Rec.)Well LocatedInside ShedW a t e r L i n e (A p p r o x . )CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY ANDCITY STANDARDSEXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.REMOVE EXISTING TREESAND BALL ROOTS, TYP.EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.REMOVE EXISTING TREESAND BALL ROOTS, TYP.REMOVE EXISTING TREESAND BALL ROOTS, TYP.REMOVE EXISTING TREESAND BALL ROOTS, TYP.REMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY ANDCITY STANDARDSREMOVE EXISTING BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASE MATERIALS,PER LOCAL STATE & FEDERAL STANDARDS.REMOVE/DISCONNECT ALL SERVICES &UTILITIES PER UTILITY COMPANY AND/ORL.G.U. STANDARDSREMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTINGUTILITY SERVICESCOORDINATE WITHUTILITY OWNERREMOVE EXISTINGPAVEMENT AND BASEMATERIAL, TYP.REMOVE EXISTINGCHAIN LINK FENCEAND FOOTINGS, TYP.REMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTING SERVICE POWERPOLE AND OVERHEAD WIRES,COORDINATE WITH UTILITY OWNERREMOVEEXISTINGLANDSCAPINGAREAS, TYP.REMOVE EXISTING WALLAND FOOTINGS, TYP.REMOVE EXISTINGCMU BLOCKS, TYP.REMOVEEXISTINGLANDSCAPINGAREAS, TYP.REMOVE EXISTING SHED, FOUNDATIONS,FOOTINGS & BASE MATERIALS, POWER POLE& WIRES, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITY COMPANYAND/OR L.G.U. STANDARDSEXISTING POWER POLE ANDPOWER LINES TO BERELOCATED, COORDINATEWITH UTILITY OWNER, TYP.REMOVE EXISTING WOODFENCE & FOOTINGS ANDFLAGPOLE, TYP.REMOVE EXISTINGPHONE & CABLE PED.,COORDINATE WITHUTILITY OWNERREMOVE EXISTINGBITUMINOUS WALKAND BASE MATERIAL,TYP.EXISTING HYDRANT TO REMAIN,PROTECT DURING CONSTRUCTIONREMOVE EXISTINGPAVEMENT FORUTILITY CONNECTIONSAWCUT FULLDEPTH, TYP.SAWCUT FULLDEPTH, TYP.SAWCUT FULL DEPTH,CUTS SHALL BEPERPENDICULAR ANDPARALLEL TO THE ROADCENTERLINEREMOVE EXISTING SEPTIC MH'SAND DRAIN FIELD PER CITY ANDSTATE REQUIREMENTS.COORDINATE FINAL REMOVALLIMITS IN THE FIELD.ABANDON EXISTING WELLPER CITY AND STATEREQUIREMENTS.COORDINATE WELL LOCATIONIN THE FIELD.REMOVE ALL EXISTINGVEGETATION WITHINCONSTRUCTION LIMITSEXISTING VEGETATIONALONG PROPERTYLINE TO REMAIN,PROTECT IN PLACEEXISTING VEGETATIONALONG PROPERTYLINE TO REMAIN,PROTECT IN PLACEREMOVE 2' WIDESTRIP OF BIT.PVMT FROM CURBREMOVAL FORDRIVEWAYINSTALLATIONSTREET PAVEMENTREMOVAL LIMITS SHALLALWAYS BEPERPENDICULAR ANDPARALLEL TO THE ROADCENTERLINEREMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cEDEN PRAIRIE 9360 HENNEPIN TOWN ROAD, EDEN PRAIRIE, MN 55347 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES, LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21015.0103/25/2022CITY RESUBMITTAL..........02/14/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:JD,FJRL..............202159612ROBERT A. LATTALICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.03/25/2201" = 30'-0"30'-0"15'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN............Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:1.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.2.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCALREGULATIONS.3.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.4.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FORPROPOSED PAVEMENT CONNECTIONS.5.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATEAND LOCAL REGULATIONS.6.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE.COORDINATE WITH PROPOSED PLANS.7.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OFTHE CONTRACT.8.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THEDRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION ANDCLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.9.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN ANDPER CITY REQUIREMENTS.10.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNERAPPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.11.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ONTHE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.12.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURINGAND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALLBE IN ACCORDANCE WITH THE CITY.13.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMALOPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OFADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.14.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTAMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BELIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAINOPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.15.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVEDBY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.16.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.17.PROVIDE AN APPROVED INSECTICIDAL TREATMENT FOR ALL ASH TREES (FRAXINUS SP.) THAT ARE TO BEPRESERVED ON SITE. TREATMENT DONE THROUGH TRUNK INJECTION PROVIDED BY AN ISA CERTIFIED ARBORIST,USING APPROVED BEST MANAGEMENT PRACTICES, AND COMPLETED BEFORE SITE DISTURBANCE/REMOVALS HAVEBEGUN. FOLLOW UP INJECTION TO BE PERFORMED AGAIN WITHIN THREE YEARS OF INITIAL INJECTION ANDCOORDINATED BY PROPERTY OWNER/MANAGER.CITY OF EDEN PRAIRIE REMOVAL NOTES:1.A PERMIT FOR WORK WITHIN THE PUBLIC RIGHT OF WAY IS REQUIRED.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:REMOVAL EXISTING VEGETATION HENNEPIN TOWN RD (A Public R/W)31.311.9 26.711.2 17.51.5 6.11.5 20.416.9 44.07.8 7.29.618.810.032.424.1 18.523.018.9 23.414.59.414.5 9.5N89°09'53"W 597.00S00°01'28"E 215.00 S89°09'53"E 187.00S89°09'53"E 410.00N00°01'28"W 10.00Two story brick building9360 Hennepin Town RdFoundation Area=+/- 2,284 Sq. Ft.WoodDeckWoodBalconyGarageShed Chain LinkFenceWallCMUBlocksWoodFenceLandscapeLandscapeLandscapeLandscapeDelineatedWetlandDelineatedWetlandDelineatedWetlandPID: 2411622440094Address: 9340 Hennepin Town RdOwner: TFC Real Estate LLCPID: 2411622440042Address: 9661 Clark CirOwner: MJ Burns & JA BurnsPID: 2411622440041Address: 9671 Clark CirOwner: GV Pommeranz/EE PommeranzPID: 2411622440040Address: 9681 Clark CirOwner: Katherine J MichelauPID: 2411622440039Address: 9691 Clark CirOwner: JD Simonson & GA SimonsonPID: 2411622440038Address: 9405 Garrison WayOwner: Barbara E LundbeckPID: 2411622440037Address: 9425 Garrison WayOwner: PD & MM ReilingPID: 2411622440010Address: 9445 Garrison WayOwner: Hilary R JordanPID: 2411622440009Address: 9465 Garrison WayOwner: Kimberly SeibertPID: 2511622110160Address: 9485 Garrison WayOwner: AF Court & JL CourtPID: 2511622110039Address: 9505 Garrison WayOwner: Marinda Phandanouvong Et AlPID: 2511622110038Address: 9525 Garrison WayOwner: Jacob W Reiter & JE ReiterPID: 2511622110062Address: 61 Address UnassignedOwner: The Preserve Association18" RCPShedBuildingN89°09'53"W 51.00N89°09'53"W 51.00Bituminous WalkEdge of WoodsCLARK CIR.332' - 8" SAN SEWER @0.40%10 5 ' 8 " S A N S E W E R @ 0 . 4 0 %6" DIPSeptic MHsand Field(Approx. Per Rec.)Well LocatedInside ShedW a t e r L i n e (A p p r o x . )CONSTRUCTION LIMITSWETLAND 125-11-CEX. 100-YR HWL=881.90PR. 100-YR HWL=881.87WETLAND 325-11-CEX. 100-YR HWL=874.56PR. 100-YR HWL=874.52WETLAND 224-44-BEX. 100-YR HWL=871.69PR. 100-YR HWL=871.66CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cEDEN PRAIRIE 9360 HENNEPIN TOWN ROAD, EDEN PRAIRIE, MN 55347 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES, LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21015.0103/25/2022CITY RESUBMITTAL..........02/14/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:JD,FJRL..............202159612ROBERT A. LATTALICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.03/25/2201" = 30'-0"30'-0"15'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.2 EXISTINGCONDITIONS PLAN............Know what'sbelow.before you dig.CallRSEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES: HENNEPIN TOWN RD (A Public R/W)N89°09'53"W 597.00S00°01'28"E 215.00 S89°09'53"E 187.00S89°09'53"E 410.00N00°01'28"W 10.00DelineatedWetland DelineatedWetlandDelineatedWetland18" RCPBuildingN89°09'53"W 51.00N89°09'53"W 51.00Bituminous Walk CLARK CIR.332' - 8" SAN SEWER @0.40%6" DIP15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531 FREEZER 7531 MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601A30601ADRAWERDRAWERCOFFEEDRAWER1B1B343318222425212328193031629520202032FDICE/WATERWETLAND 1 BUFFER INFO40' AVG. BUFFER AREA=18358 SFPROP. BUFFER AREA=18682 SFWETLAND 2 BUFFER INFO40' AVG. BUFFER AREA=9708 SFPROP. BUFFER AREA=9819 SFPROPOSED WETLANDBUFFER AREAPROPOSEDWETLANDBUFFER AREACONSTRUCTION LIMITSREMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTIONOUTLOT AOUTLOT BWETLAND 125-11-CEX. 100-YR HWL=881.90PR. 100-YR HWL=881.87WETLAND 325-11-CEX. 100-YR HWL=874.56PR. 100-YR HWL=874.52WETLAND 224-44-BEX. 100-YR HWL=871.69PR. 100-YR HWL=871.66710CONSTRUCTION LIMITS20.0'20.0'24.0' 120.0'6.0'6.0'R3.0'R54.0'R28.0'R28.0'ACCESSIBLE PARKINGSPACE, INCL.SIGNAGE, STRIPINGAND RAMPS14.0'6' DECORATIVEALUMINUM FENCECONCRETE DRIVEWAYAPRON PER CITYSTANDARDS, TYP.B612 C&GB612 C&GB612 C&G41.3' 20.2'3.0'4.0'9.6'PVMT. STRIPINGTYP.CONCRETESIDEWALK PER CITYSTANDARDS, TYP.MATCH EXIST.CURB PER CITYSTANDARDMATCH EXIST.CURB PER CITYSTANDARDTRASHENCLOSURECONC. WALK, TYPBIT. PVMT.TYP.CONSTRUCTION LIMITSCONSTRUCTION LIMITSB612 C&GBLOCK WALL,SEE ARCH.CONNECT SIDEWALK TOEXIST. BITUMINOUSPATH7.0' 7.0'ILLUMINATED MONUMENTSIGN, FINAL SIZE &LOCATION PER FUTURESIGNAGE SUBMITTALSEGMENTAL RETAININGWALL w/ RAILINGAPPROVED BYOWNER/ARCH, SEEGRADING, LANDSCAPE &DETAILS, TYP.SALT STORAGE FORONSITE TREATMENTOF SIDEWALKSSTOP SIGNCONNECT SIDEWALK TOEXIST. BITUMINOUSPATH10'x5' CONC. TRANSFORMERPADS, COORD W/ MECHANICALAND UTILITY CO. FOR EXACTLOCATION.SNOWSTORAGENPNPNPNPELECTRIC CAR CHARGING STATION.COORD. INSTALLATION, TYPE & EXACTLOCATION w/ ARCH & ELECTRICAL PRIORTO CONSTRUCTIONRESTORE PAVEMENT TO CITYSTANDARDS FOLLOWING UTILITYINSTALLATIONMATCH EX. PAVEMENT SECTION21.7'9.0'TYP.18.0' TYP. 6.0'15.1'30.7'44.4'36.0'R 2 8 . 0 'R30.0'R104.0' R108.0' R104.0' 24.0'BITUMINOUSROADWAY PATCH15.6'3 7 . 0 '9.3'1.0'18.7'LIFT STATIONAND CONTROLPANELSEE UTILITIES5' D&U EASEMENT, SEE PLATPROPOSEDPROPERTY LINE, SEEPLATPROPOSEDPROPERTY LINE, SEEPLATCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cEDEN PRAIRIE 9360 HENNEPIN TOWN ROAD, EDEN PRAIRIE, MN 55347 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES, LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21015.0103/25/2022CITY RESUBMITTAL..........02/14/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:JD,FJRL..............202159612ROBERT A. LATTALICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.03/25/22REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN............SITE AREA TABLE:1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR ISRESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TOLOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERSREPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THEFIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TOBUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECTPRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS,PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TOREJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OFCROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCALGOVERNING BODIES.10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& CONCRETE DEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANBITUMINOUS PAVEMENT. SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOCITY OF EDEN PRAIRIE SITE NOTES:1. A PERMIT WILL BE REQUIRED FROM THE ENGINEERING DIVISION FOR THE COMMERCIALDRIVEWAY APRON AT HENNEPIN TOWN ROAD ALONG WITH ANY OTHER WORK ON ORADJACENT TO HENNEPIN TOWN ROAD.2.SALT FOR ENTRANCE DRIVE AND PARKING SHALL BE STORED OFFSITE AND APPLIED BYSNOW REMOVAL COMPANY.3.A PERMIT WILL BE REQUIRED FROM THE ENGINEERING DIVISION FOR THE PUBLICSIDEWALK, APRON AND CONNECTION TO THE PUBLIC SANITARY SEWER IN CLARK CIRCLE.ZONING NOTES:CURRENT ZONING:RM-6.5 (6.7 UPA MAX.)PROPOSED ZONING:RM-6.5 (6.7 UPA MAX.) (NO CHANGE)SITE AREA= 124,241 SF (2.85 AC)ALLOWABLE UNITS: 19 UNITSPROPOSED UNITS: 32 UNITSALLOWABLE DENSITY PER COMP. PLAN = 5-14 UNITS / ACREPROPOSED DENSITY = 11.2 UNITS / ACREZONING REGULATIONSMAX. HEIGHT: 40 FEETPROPOSED BUILDING HEIGHT: SEE ARCH. PLANS.SETBACKS:FRONT YARD: 30 FEETSIDE YARD: 10 FEETREAR YARD: 20 FEETPARKING REQUIRED: 2 STALLS/UNITPARKING PROVIDED: 17 STALLS HENNEPIN TOWN RD (A Public R/W)N89°09'53"W 597.00S00°01'28"E 215.00 S89°09'53"E 187.00S89°09'53"E 410.00N00°01'28"W 10.00DelineatedWetland DelineatedWetlandDelineatedWetlandPID: 2411622440094Address: 9340 Hennepin Town RdOwner: TFC Real Estate LLCPID: 2411622440042Address: 9661 Clark CirOwner: MJ Burns & JA BurnsPID: 2411622440041Address: 9671 Clark CirOwner: GV Pommeranz/EE PommeranzPID: 2411622440040Address: 9681 Clark CirOwner: Katherine J MichelauPID: 2411622440039Address: 9691 Clark CirOwner: JD Simonson & GA SimonsonPID: 2411622440038Address: 9405 Garrison WayOwner: Barbara E LundbeckPID: 2411622440037Address: 9425 Garrison WayOwner: PD & MM ReilingPID: 2411622440010Address: 9445 Garrison WayOwner: Hilary R JordanPID: 2411622440009Address: 9465 Garrison WayOwner: Kimberly SeibertPID: 2511622110160Address: 9485 Garrison WayOwner: AF Court & JL CourtPID: 2511622110039Address: 9505 Garrison WayOwner: Marinda Phandanouvong Et AlPID: 2511622110038Address: 9525 Garrison WayOwner: Jacob W Reiter & JE ReiterPID: 2511622110062Address: 61 Address UnassignedOwner: The Preserve Association18" RCPBuildingN89°09'53"W 51.00N89°09'53"W 51.00Bituminous WalkEdge of WoodsSB-1SB-2SB-3SB-4SB-5SB-6SB-7SB-8SB-9SB-10SB-11SB-12SB-13SB-1415161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531 FREEZER 7531 MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601A30601ADRAWERDRAWERCOFFEEDRAWER1B1B343318222425212328193031629520202032FDICE/WATERWETLAND 1 BUFFER INFO40' AVG. BUFFER AREA=18358 SFPROP. BUFFER AREA=18682 SFWETLAND 2 BUFFER INFO40' AVG. BUFFER AREA=9708 SFPROP. BUFFER AREA=9819 SFPROPOSED WETLANDBUFFER AREAPROPOSEDWETLANDBUFFER AREAOUTLOT AOUTLOT BWETLAND 125-11-CEX. 100-YR HWL=881.90PR. 100-YR HWL=881.87WETLAND 325-11-CEX. 100-YR HWL=874.56PR. 100-YR HWL=874.52WETLAND 224-44-BEX. 100-YR HWL=871.69PR. 100-YR HWL=871.66CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSEOF=878.96EOF=881.00±E O F = 8 7 5 . 9 5 EOF=878.96Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cEDEN PRAIRIE 9360 HENNEPIN TOWN ROAD, EDEN PRAIRIE, MN 55347 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES, LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21015.0103/25/2022CITY RESUBMITTAL..........02/14/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:JD,FJRL..............202159612ROBERT A. LATTALICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.03/25/22REVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN............1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITEPREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OFTHE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THESOILS ENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTIONDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSSSLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES INMAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' INHEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGSSHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OFCONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINALFIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL ANDSODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOILMATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREASDESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE ASSPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYSAND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO ADEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OFGRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIEDTOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEENSUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROMSUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTEDBY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THECONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKINGAREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED INAREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THESTREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED INACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANYUNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE,OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT ISMADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THEREQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREEOF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TOSPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD,ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS ORADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITYPRIOR TO FURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSGROUNDWATER INFORMATION:CITY OF EDEN PRAIRIE GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOPER GEOTECHNICAL REPORT BY CHOSEN VALLEY TESTING, INC., DATED 02-18-20GROUNDWATER WAS OBSERVED AT ELEVATION 862.00THE BORINGS & GROUNDWATER ARE AS FOLLOWS:B-02862.00SPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSRILEY PURGATORY BLUFF CREEK SITE SPECIFIC NOTES:1.ALL PERVIOUS AREAS SHALL BE DECOMPACTED WITH SOIL RIPPING EQUIPMENTTO 12" PRIOR TO SOD INSTALLATION.2.TOPSOIL SHALL CONTAIN A MINIMUM OF 5% ORGANIC CONTENT CONSISTENTWITH RPBCWD REQUIREMENTS. HENNEPIN TOWN RD (A Public R/W)DelineatedWetlandDelineatedWetlandDelineatedWetland18" RCPBuildingBituminous Walk CLARK CIR.332' - 8" SAN SEWER @0.40%6" DIP15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531 FREEZER 7531 MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601A30601ADRAWERDRAWERCOFFEEDRAWER1B1B343318222425212328193031629520202032FDICE/WATERWETLAND 1 BUFFER INFO40' AVG. BUFFER AREA=18358 SFPROP. BUFFER AREA=18682 SFWETLAND 2 BUFFER INFO40' AVG. BUFFER AREA=9708 SFPROP. BUFFER AREA=9819 SFPROPOSED WETLANDBUFFER AREAPROPOSEDWETLANDBUFFER AREAOUTLOT AOUTLOT BWETLAND 125-11-CEX. 100-YR HWL=881.90PR. 100-YR HWL=881.87WETLAND 325-11-CEX. 100-YR HWL=874.56PR. 100-YR HWL=874.52WETLAND 224-44-BEX. 100-YR HWL=871.69PR. 100-YR HWL=871.66344 LF 2" HDPE HIGH PRESSURESANITARY SERVICE DIRECTIONALLYDRILLED MAINTAINING AN 8' COVERMIN, BELOW GRADECOORDINATE WITH CITYMAKE CONNECTION TO EXISTINGSANITARY SEWER MHEX RIM=882.51EX IE (N/S)=874.63(FIELD VERIFY PRIOR TOCONSTRUCTION)PROP IE (E)=874.73COORDINATE WITH CITY.BORE FORCEMAIN DIRECTLYINTO MANHOLE TO AVOIDPAVEMENT IMPACTSPROPOSED GATEVALVE AND VALVE BOXMAKE CONNECTIONTO EXISTING 8"WATER STUB,COORDINATE WITHCITY. FIELD VERIFYPRIOR TOCONSTRUCTIONREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY AND CITYSTANDARDSCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS, ANDWALKS FOR INSTALLATION OF UTILITIES.UPON COMPLETION OF UTILITY WORK,REPLACE ALL MATERIAL, IN KIND, ANDTO CITY STANDARD AND APPROVALSANITARY LIFT STATIONRIM=883.90± (FIELD ADJUST)IE (E)=867.70IE (N) (FORCEMAIN)=875.90IE SUMP=TBDCOORD. W/MECH'L.CONTRACTOR TO COORD.FINAL LIFT STATION DESIGNWITH SUPPLIERLIFT STATIONCONTROL PANEL,COORD. W/MECH'L158 LF 8" SCH 40PVC SAN. SERV. @0.50%8" DIP WATERMAIN PER CITYSTANDARDSMH 31RIM=884.75IE (E)=868.49FIRE DEPARTMENTCONNECTION,COORD. W/MECH'LFIRE HYDRANT ANDGATE VALVEINSTALL HORIZONTALBENDS ASNECESSARY, NO 90°BENDSSTUB 8" SANITARYSERVICE TO 5'FROM BLDG.,COORD. W/ MECH'LIE=868.54Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cEDEN PRAIRIE 9360 HENNEPIN TOWN ROAD, EDEN PRAIRIE, MN 55347 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES, LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21015.0103/25/2022CITY RESUBMITTAL..........02/14/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:JD,FJRL..............202159612ROBERT A. LATTALICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.03/25/22REVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN -SANITARY AND WATER............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF EDEN PRAIRIE UTILITY NOTES:1.THE SANITARY SEWER FORCE MAIN WILL REQUIRE AN ENCROACHMENT AGREEMENT FROMTHE CITY OF EDEN PRAIRIE COVERING MAINTENANCE RESPONSIBILITIES.2.A PERMIT FROM THE ENGINEERING DIVISION FOR INSTALLATION OF THE SERVICE WITHINTHE EXISTING DRAINAGE AND UTILITY EASEMENTS BETWEEN 9671 & 9681 CLARK CIRCLEAND CITY RIGHT-OF-WAY WILL BE REQUIRED.01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEETPER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BESAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TOSIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATIONSLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETIONOF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUSTBE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEEPLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.CATCH BASIN HENNEPIN TOWN RD (A Public R/W)DelineatedWetlandDelineatedWetlandDelineatedWetland18" RCPBuildingBituminous Walk CLARK CIR.332' - 8" SAN SEWER @0.40%6" DIP15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531 FREEZER 7531 MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601A30601ADRAWERDRAWERCOFFEEDRAWER1B1B343318222425212328193031629520202032FDICE/WATEROUTLOT AOUTLOT BFES 6IE=870.00INSTALL RIP RAP PERMNDOT STANDARDS106 LF 24"RCP @ 0.50%CB 80RIM=878.87IE=874.87SUMP=870.87INSTALL PRESERVERCB 70RIM=878.87IE=875.1225 LF 12" HDPESTORM @ 1.00%FINAL RAIN WATER HARVESTINGSYSTEM AND PUMP TO BE DESIGNED BYMANUFACTURER. CONTRACTOR TOCOORDINATE DESIGN AND PROVIDESHOP DRAWINGS TO ENGINEER FORREVIEW PRIOR TO CONSTRUCTION.EOF=878.96MH 1RIM=882.65IE(E) =873.74IE(W 8")=878.94IE(W 6" DT)=874.74MH 2RIM=882.37IE (E/W)=872.21MH 5RIM=881.90IE (NE 12") =874.68IE (NW 12")=873.96IE (W 18")=871.33IE (SW 12")=873.22IE (N 6" DT)=871.18IE (SE 24")=870.53CB 30RIM=881.92IE=878.87CB 20RIM=882.22IE=878.57SUMP IE=874.57INSTALL SAFL BAFFLEAND HOODCB 50RIM=882.22IE=878.57SUMP IE-874.57INSTALL PRESERVERFILTRATION BASIN 2B26.5' X 109' SYSTEM FOOTPRINT42" PERF. CMP (PRE-TREATMENT PIPESNON-PERFORATED) UNDERGROUNDFILTRATION SYSTEM12" SIDE & END STONE, 21" STONESEPARATION, 6" STONE COVER AND 24"SAND BASEIE 6" DT/SAND=871.50IE 42" CMP=873.50OE 10"=874.30OE 10"=875.10TOP 42" CMP=877.00TOP STONE=877.50BAFFLE ELEV.=874.80100-YR HWL=876.39FILTRATION BASIN 2A16' X 69' SYSTEM FOOTPRINT42" PERF. CMP (PRE-TREATMENT PIPESNON-PERFORATED) UNDERGROUNDFILTRATION SYSTEM12" SIDE & END STONE, 21" STONESEPARATION, 6" STONE COVER AND 24"SAND BASEIE 6" DT/SAND=875.30IE 42" CMP=877.30OE 8"=878.50TOP 42" CMP=880.80TOP STONE=881.30BAFFLE ELEV.=878.60100-YR HWL=880.82RAIN WATER HARVESTING TANK12.5' X 25' SYSTEM FOOTPRINT60" DUAL WALL PP PIPEIE 60" CMP=871.10OE 12"=874.60TOP 60" CMP=876.10TANK VOL.=1,273 CFTANK VOL. AT OE=922 CFREQ. VOL.=858 CFINLET=878.5014 LF 12" HDPESTORM @ 0.50%59 LF 12" HDPESTORM @ 0.50%14 LF 12" HDPESTORM @ 0.50%INLET=874.77ACCESSRISER,TYP.10 LF 12" HDPESTORM @ 1.00%172 LF 12"HDPE @1.00%69 LF 12"HDPE @1.00%28 LF 8" PVCSDR 35 @2.00%8" OUTLET=879.50STUB 10" RAINWATER LEADERTO 5' FROM BUILDING, COORD.W/ MECH'LIE STUB=878.3112" OUTLETIE=875.10RAINWATER FILTER MH 41RE=883.10IE(S)=877.57IE(N)=875.57IE(SE)=876.00OVERFLOW IE (NE)=874.00COORD. W/MANUFACTURER, INSTALLPER MANUFACTURER'SSPECS ANDINSTRUCTIONSHARVESTING TANK PUMPINGSTATION COORD. W/MANUFACTURER ANDIRRIGATION CONTRACTOR FORFINAL DESIGN. INSTALL PERMANUFACTURER'S SPECS ANDINSTRUCTIONS10" INLETIE=875.2737 LF 10" PVC SCH.40 @ 2.00%15 LF 10"PVC SDR 35@ 2.00%12" OUTLETIE=874.3012" INLETIE=874.1224 LF 12"HDPE @ 2.00%12" HDPE @2.00%6" DT @2.00%6" DT @2.00%COORD. FINAL NYLOPLAST LOCATIONSTO BE NEAR DOWNSPOUT DISCHARGESCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cEDEN PRAIRIE 9360 HENNEPIN TOWN ROAD, EDEN PRAIRIE, MN 55347 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES, LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21015.0103/25/2022CITY RESUBMITTAL..........02/14/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:JD,FJRL..............202159612ROBERT A. LATTALICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.03/25/22REVISION SUMMARYDATEDESCRIPTIONC4.1UTILITY PLAN -STORM SEWER............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF EDEN PRAIRIE UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEETPER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BESAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TOSIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATIONSLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETIONOF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUSTBE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.CATCH BASIN 15161748" STANDSTEAMEREXHAUST HOOD8931306030710DISPOSECLEAN TBLE41560HAND SINK3 COMP SINK6'-0" SHELF29(2) 7' SHELVES23REFRIGERATOR 7531 FREEZER 7531 MOP SINK415601213MOP BUCKETFD11TRASH1 PAN COLD WELL3 PAN HOT WELL30601AICEFDFDVEG SINKUNDERCTR REF30601A30601ADRAWERDRAWERCOFFEEDRAWER1B1B343318222425212328193031629520202032FDICE/WATERWETLAND 1 BUFFER INFO40' AVG. BUFFER AREA=18358 SFPROP. BUFFER AREA=18682 SFWETLAND 2 BUFFER INFO40' AVG. BUFFER AREA=9708 SFPROP. BUFFER AREA=9819 SFPROPOSED WETLANDBUFFER AREAPROPOSEDWETLANDBUFFER AREAOUTLOT AOUTLOT BCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS9 - SHL3 - HEO2 - PK2 - CSO5 - BHS2 - CSO1 - EK3 - CSO2 - AS21 - MFC3 - PK9 - BF5 - PK1 - JEEDGING, TYP.SNOW STORAGE AREASNOW STORAGE AREASNOW STORAGE AREASNOW STORAGE AREA6 - BF8 - BF3 - CSO3 - EK1 - CSO3 - TT8 - HA23 - TT3 - TT8 - HD3 - TT8 - HA23 - TT8 - HD8 - TT8 - HD3 - TT8 - HA23 - TT8 - HD6 - TT3 - TT8 - HD3 - TT8 - HA23 - TT8 - HD3 - TT3 - TT8 - HA23 - TT10 - NL26 - HA6 - HA7 - CK10 - NL27 - CK6 - HA7 - CK10 - NL21 - ABS1 - ABS1 - ABS1 - ABS7 - CK1 - ABS15 - BF2 - BF4 - CSO3 - BF6 - ES3 - ES18 - NL21 - HEO5 - BF2 - EK2 - CSO2 - PK6 - BF1 - ABS8 - CBS8 - SSB2 - PK3 - PKEOF=881.00±E O F = 8 7 5 . 9 5 EOF=878.96100 TREES @4" = 400 CAL.IN. + 31EVERGREENS@ 5" = 155CAL. IN. + 7ORNAMENTALS@ 2" = 14 CAL.TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSAS22Sienna Glen Maple / Acer x freemanii `Sienna` TM4" Cal. B&BSSB8Shiloh Splash Birch / Betula nigra `Shiloh Splash`4" Cal. B&BYBF54Dakota Pinnacle Birch / Betula platyphylla `Fargo` TM4" Cal. B&BSHL9Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM4" Cal. B&BB&BEK6Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`4" Cal. B&BB&BCSO17Crimson Spire Oak / Quercus robur x alba `Crimschmidt` TM4" Cal. B&BHEO4Heritage Oak / Quercus x macdanielii `Clemons` TM4" Cal. B&BEVERGREEN TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSJE1Eastern Red Cedar / Juniperus virginiana12` B&BBHS5Black Hills Spruce / Picea glauca `Densata`12` B&BB&BCBS8Colorado Spruce / Picea pungens12` B&BB&BPK17Golden Larch / Pseudolarix kaempferi `Gold`12` B&BB&BORNAMENTAL TREESQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSABS6Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`2" CAL. B&BB&BMFC1Prairifire Crabapple / Malus x `Prairifire`2" CAL. B&BB&BSHRUBSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSHA18Annabelle Hydrangea / Hydrangea arborescens `Annabelle`#5 CONTPotTT53Taunton`s Yew / Taxus x media `Tauntonii`#5 CONTPotGRASSESQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSCK28Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONTPotPERENNIALSQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSES9Sombrero Salsa Red Coneflower / Echinacea x `Balsomsed` TM#1 CONTHA240Daylily / Hemerocallis x `Chicago Apache`#1 CONTHD48Delta Dawn Coral Bells / Heuchera x `Delta dawn`#1 CONTNL248Catmint / Nepeta racemosa `Little Titch`#1 CONTPLANT SCHEDULEGROUND COVERSCOMMON / BOTANICAL NAMESIZELOW MAINT. NATIVEMNDOT 35-241 MESIC PRAIRIE (NATIVE), PERMNDOT SEEDING MANUAL SPECIFICATIONS(2014)Seed MixLower Basin Native Seed MixMNDOT 34-262 WET PRAIRIE, PER MNDOTSEEDING MANUAL SPECIFICATIONS (2014)Seed MixRock Maintanence Strip / Rock Maintanence Strip1" River rock over filter fabric, include edging asshown & needed. See detail.MulchBlue Grass Based / SodCommercial grade, locally grown, "Big Roll"preferredSodPLANT SCHEDULE1 - MFC6 - ES3 - ES18 - NL28 - CBSREVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN............Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cEDEN PRAIRIE 9360 HENNEPIN TOWN ROAD, EDEN PRAIRIE, MN 55347 1824 BUERKLE RD, WHITE BEAR LAKE, MN 55110 SUITE LIVING/HAMPTON COMPANIES, LLC PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:21015.0103/25/2022CITY RESUBMITTAL..........02/14/2022CITY SUBMITTALDRAWN BY:REVIEWED BY:JD,FJRL..............202159612ROBERT A. LATTALICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.03/25/2201" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRLEGENDPROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIESAND PLANTING SIZESEDGING - COMMERCIAL GRADE 4" ALUMINUM, PROVIDE ALLCONNECTORS AND STAKES PER MANUF. INSTRUCT./SPECS., INSTALLPER MANUF. INSTRUCT./SPECS/1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/ORTREATMENTS OF ANY KIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO,ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP),ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN (STARKLE, SAFARI,VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN).2.CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOIDBASED INSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OFTHE SUPPLIED PLANT MATERIAL, INCLUDING THE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITHNEONICS..POLLINATOR SAFE PLANT MATERIAL:LANDSCAPE NOTES:1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATIONAND/OR TOP DRESSING OPERATIONS) OF SHREDDED CYPRESS MULCH.2.ALL TREES SHALL BE MULCHED WITH SHREDDED CYPRESS MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.3.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BEOF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FORMAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.4.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THEQUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.5.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OFTHE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULLGROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.6.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL AND SOD AS SPECIFIEDUNLESS OTHERWISE NOTED ON THE DRAWINGS.7.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES,DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FORREVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.8.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.9.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.10.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'SACTIVITIES.11.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE ANDCAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BECAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLICRIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.12.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER,PRIOR TO INSTALLATION.·REQUIRED DEVELOPMENT TREES:17 TREES @ 4" CAL. / 66 CAL.IN.(21,121 SF / 320)·REQUIRED REPLACEMENT TREES:126 TREES @ 4" CAL. IN. / 502 CAL. IN.·HERITAGE TREES PRESERVED:0 TREES / 0" CAL.)·SIGNIFICANT TREES PRESERVED:22 TREES / 378 CAL. IN.·TOTAL TREES REQUIRED133 (@ 4" CAL.) OR 568 CAL. IN.·TOTAL TREES PROVIDED100 (@ 4" CAL.) OR 400 CAL. IN. DECIDUOUS TREES31 (@ 5" CAL.) OR 155 CAL. IN. EVERGREEN TREES7 (@ 2" CAL.) OR 14 CAL. IN. ORNAMENTAL TREESTOTAL138 = 569 CAL. IN.LANDSCAPE CALCULATIONS:SEE PLANT SCHEDULE FOR GROUND COVER TYPES01" = 5'-0"5'-0"2'-6"N1MONUMENT SIGN ENLARGEMENTSIGNIFICANT ASH TREESBEING PRESERVED MUST BETREATED FOR EMERALD ASHBORER BY A LICENSEDPROFESSIONAL TRAINED INTHAT ACTIVITY 1 PROJECT PROFILE – APRIL 25, 2022 PLANNING COMMISSION – APRIL 25, 2022 1. SUITE LIVING OF EDEN PRAIRIE (2022-02) by Civil Site Group (BETH) Proposal for a 32-unit assisted living and memory care facility Location: 9360 Hennepin Town Road Contact: Robbie Latta, 952-250-2200, rlatte@civilsitegroup.com Request for: • Planned Unit Development Concept Review on 2.85 acres • Planned Unit Development Amendment with waivers on 2.85 acres • Site Plan Review on 2.85 acres • Preliminary Plat of one parcel into one lot and two outlots on 2.85 acres Application Info Planning Commission City Council Initial Date Submitted 02/14/22 Date Complete 03/26/22 120 Day Deadline 07/23/22 Initial DRC review 02/17/22 Notice to Paper Date 04/06/22 Resident Notice Date 04/07/22 Meeting Date 04/25/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 CITY COUNCIL PUBLIC HEARING – MAY 3, 2022 1. CERTIFICATE OF APPROPRIATENESS – CAMP EDEN WOOD ROOF REPLACEMENT by City of Eden Prairie (BETH) Location: 6350 Indian Chief Road Contact: Beth Novak-Krebs, 952-949-8490, bnovakkrebs@edenprairie.org Request for: • Approval of a Certificate of Appropriateness Application Info Planning Commission City Council Date Submitted N/A Date Complete N/A 120 Day Deadline N/A Initial DRC review N/A Notice to Paper Date N/A Resident Notice Date N/A Meeting Date N/A Notice to Paper Date 04/13/22 Resident Notice Date N/A 1st Meeting Date 05/03/22 2nd Meeting Date 00/00/22 CITY COUNCIL CONSENT – MAY 3, 2022 1. PRESENTATION OF HERITAGE PRESERVATION AWARD 2. BLUE STEM NORTH (2021-14) by Greco Properties, LLC (BETH) Proposal to construct a 2-phased project of 425 multi-family units in 2 buildings. Location: 6901 Flying Cloud Dr Contact: Josh Brandsted, 612-630-2451 2 Request for: • Guide Plan Change from TOD to Parks and Open Space on 11.17 acres • Planned Unit Development Concept Review on 15.28 acres • Planned Unit Development District Review with waivers on 15.28 acres • Zoning Change from OFC to TOD-R on 5.79 acres and from OFC to P/OS on 11.17 acres • Site Plan Review on 15.28 acres • Preliminary Plat of 2 lots and 2 outlots on 16.96 acres Application Info Planning Commission City Council Initial Date Submitted 08/23/21 Date Complete 11/17/21 120 Day Deadline 05/15/22 Initial DRC review 08/26/21 Notice to Paper Date 12/20/21 Resident Notice Date 12/21/21 Meeting Date 01/10/22 Notice to Paper Date 01/18/22 Resident Notice Date 01/19/22 1st Meeting Date 03/01/22 2nd Meeting Date 05/03/22 3. BURGER KING (2021-07) by Cave Enterprises Operations, LLC (SARAH) Proposal to construct a new Burger King quick serve restaurant with double drive thru order lanes Location: 16345 Terrey Pine Drive Contact: John Kayser, 312-829-4000 Request for: • Planned Unit Development Concept Review on 1.34 acres • Planned Unit Development District Review with waivers on 1.34 acres • Site Plan Review on 1.34 acres Application Info Planning Commission City Council Initial Date Submitted 04/20/21 Date Complete 05/27/21 120 Day Deadline 07/31/22 Initial DRC review 04/22/21 Notice to Paper Date 06/09/21 Resident Notice Date 06/10/21 Meeting Date 06/28/21 Notice to Paper Date 07/28/21 Resident Notice Date 07/29/21 1st Meeting Date 08/17/21 2nd Meeting Date 05/03/22 PLANNING COMMISSION – MAY 9, 2022 1. BOA 2022-01 6939 BARBERRY LN by Jacob Barker (BEN) Location: 6939 Barberry Ln Contact: Jacob Barker, 612-802-2137, jake.jhp@gmail.com Request for: • To permit the construction of an accessory garage within a front yard setback Application Info Planning Commission City Council Initial Date Submitted 03/30/22 Date Complete 04/19/22 120 Day Deadline 00/00/22 Initial DRC review 03/31/22 Notice to Paper Date 04/20/22 Resident Notice Date 04/21/22 Meeting Date 05/09/22 Notice to Paper Date N/A Resident Notice Date N/A 1st Meeting Date N/A 2nd Meeting Date N/A IN BUT NOT SCHEDULED 3 1. CODE AMENDMENT FOR BUILDING MATERIALS by City of Eden Prairie (BEN) Amend City Code Chapter 11 relating to building materials Contact: Ben Schneider, 952-949-8491 Request for: • Amend City Code Chapter 11 relating to building materials Application Info Planning Commission City Council Initial Date Submitted 03/31/20 Date Complete N/A 120 Day Deadline N/A Initial DRC review N/A Notice to Paper Date 00/00/22 Resident Notice Date N/A Meeting Date 00/00/22 Notice to Paper Date 00/00/22 Resident Notice Date N/A 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 2. 6511 ROWLAND RD DEVELOPMENT AGREEMENT AMENDMENT (2022-06) by Stone Cottage Construction (BEN) Proposal to amend the development agreement to construct a single-family home Location: 6511 Rowland Dr Contact: Troy Asleson, 14787 Energy Way, 651-261-1633, troy@stonecottage.com Request for: • Development Agreement Amendment on 0.31 acres Application Info Planning Commission City Council Initial Date Submitted 04/01/22 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 04/07/22 Notice to Paper Date N/A Resident Notice Date N/A Meeting Date N/A Notice to Paper Date N/A Resident Notice Date N/A 1st Meeting Date N/A 2nd Meeting Date 00/00/22 3. EDEN PRAIRIE MULTI-FAMILY (2022-05) by Ryan Companies (BETH) Proposal for a 211-unit multi-family building Location: 11-116-22-32-0004 Contact: MaKinnah Collins, 612-492-4184, makinnah.collins@ryancompanies.com Request for: • Guide Plan Change from Office to Medium High Density Residential on 7.01 acres • Planned Unit Development Concept Review on 7.01 acres • Planned Unit Development District Review with waivers on 7.01 acres • Zoning Change from Rural to RM-2.5 on 7.01 acres • Site Plan Review on 7.01 acres • Preliminary Plat on 7.01 acres Application Info Planning Commission City Council Initial Date Submitted 03/31/22 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 03/31/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 Meeting Date 00/00/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 4 4. 12365 SINGLETREE LN FAÇADE REMODEL (2022-04) by Newton RES LLC (BETH) Proposal for a façade remodel Location: 12365 Singletree Ln Contact: Michael Margulies, 612-205-0521, michaelmargulies7@gmail.com Request for: • Site Plan Minor Amendment on 1.66 acres Application Info Planning Commission City Council Initial Date Submitted 03/30/22 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 03/31/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 Meeting Date 00/00/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 5. TRICAM INDUSTRIES (2022-03) by Plan Force Group (SARAH & BEN) Proposal for an approximately 2,600 square foot addition to an existing industrial building Location: 7677 Equitable Drive Contact: Ryan Schroeder, 952-512-9548, ryan.schroeder@planforcegroup.com Request for: • Planned Unit Development Concept Review on 3.24 acres • Planned Unit Development Amendment on 3.24 acres • Site Plan Review on 3.24 acres Application Info Planning Commission City Council Initial Date Submitted 02/28/22 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 03/10/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 Meeting Date 00/00/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 6. MENARDS PUD AMENDMENT (2021-09) by Menard, Inc. (SARAH) Proposal for a yard gate expansion and addition of an entrance lane Location: 12600 Plaza Drive Contact: Tyler Edwards, 715-876-2143 Request for: • Planned Unit Development Concept Review on 15.72 acres • Planned Unit Development District Review with waivers on 15.72 acres • Site Plan Review on 15.72 acres Application Info Planning Commission City Council Initial Date Submitted 06/01/21 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 06/03/21 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 Meeting Date 00/00/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 7. PIONEER PRESERVE (2020-09) by Metro Development LLC (SARAH) Proposal to build 8 townhome units Location: Southwest corner of Pioneer Trail and Hennepin Town Road 5 Contact: Melanie Emery, 651 -248-8457 Request for: • Planned Unit Development Concept Review on 3.66 acres • Planned Unit Development District Review with waivers on 3.66 acres • Zoning District Change from Rural to RM on 3.66 acres • Site Plan Review on 3.66 acres • Preliminary Plat of 9 lots on 3.66 acres Application Info Planning Commission City Council Initial Date Submitted 09/18/20 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 09/24/20 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 Meeting Date 00/00/22 Notice to Paper Date 00/00/22 Resident Notice Date 00/00/22 1st Meeting Date 00/00/22 2nd Meeting Date 00/00/22 8. SOUTHWEST STATION PUD AMENDMENT (2015-23) by SW Metro Transit Commission (JULIE) Proposal for additional parking structure at southwest station Contact: Julie Klima, 952-949-8489 Request for: • Planned Unit Development District Review with waivers on 11.38 acres • Zoning District Amendment within the Commercial Regional Service Zoning District on 11.38 acres • Site Plan Review on 11.38 acres Application Info Planning Commission City Council Initial Date Submitted 00/00/15 Date Complete 00/00/15 120 Day Deadline 00/00/15 Initial DRC review 00/00/15 Notice to Paper Date 11/19/15 Resident Notice Date 11/20/15 Meeting Date 12/07/15 Notice to Paper Date 12/17/15 Resident Notice Date 12/18/15 1st Meeting Date 01/05/16 2nd Meeting Date 00/00/20 VARIANCES ADMINISTRATIVE REVIEW 1. ADMINISTRATIVE SITE PLAN REVIEW - SUNOPTA (2022-01A) by Greiner Construction (BEN) Proposal to add an exterior patio space to office building Location: 7078 Shady Oak Rd Contact: Erin Manning, 612-225-6963; emanning@greinercontruction.com Request for: • Admin Site Plan Review on 6.3 acres Application Info Planning Commission City Council Initial Date Submitted 01/13/22 Date Complete 01/23/22 120 Day Deadline 05/20/22 Initial DRC review 01/27/22 Notice to Paper Date N/A Resident Notice Date N/A Meeting Date N/A Notice to Paper Date N/A Resident Notice Date N/A 1st Meeting Date N/A 2nd Meeting Date N/A 6 TELECOMMUNICATION 1. TELECOMMUNICATIONS (2022-03TM) by SSC on behalf of DISH Wireless (SARAH) Contact: Steve Fester, 612-462-2202, sfester@ssc.us.com Location: 8950 Eden Prairie Road Request for: • Adding antennas to an existing telecommunications tower • Enter into a License Agreement with the City of Eden Prairie Application Info Planning Commission City Council Initial Date Submitted 02/17/22 Date Complete 02/24/22 60 Day Deadline 04/25/22 Initial DRC review 02/24/22 Notice to Paper Date N/A Resident Notice Date N/A Meeting Date N/A Notice to Paper Date N/A Resident Notice Date N/A 1st Meeting Date N/A 2nd Meeting Date N/A