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HomeMy WebLinkAboutPlanning Commission - 07/14/2025Agenda Eden Prairie Planning Commission Meeting 7 p.m. Monday, July 14, 2025 City Center Council Chambers 8080 Mitchell Road Eden Prairie, MN 55344 ATTENDEES Planning Commission Members: John Kirk, Andrew Pieper, Ed Farr, Robert Taylor, Daniel Grote, Frank Sherwood, Charles Weber, Phou Sivilay, Trisha Duncan City Staff: Jeremy Barnhart, City Planner; Carter Schulze, City Engineer; Matt Bourne, Manager of Parks and Natural Resources MEETING AGENDA I. Call the Meeting to Order II. Pledge of Allegiance III. Approval of Agenda IV. Minutes A. Approval of the minutes for Planning Commission Meeting held on June 23, 2025. V. Public Hearing A. Aspen Estates (2025-04) 1. Zoning District Change from I-2 to RM-2.5 on 0.908 acres and from Rural to RM-2.5 on 0.199 acres 2. Preliminary Plat to combine two parcels into one lot on 1.1 acres 3. Site Plan Review on 1.1 acres VI. Planner’s Report VII. Members’ Reports VIII. Adjournment UNAPPROVED MINUTES EDEN PRAIRIE PLANNING COMMISSION MONDAY, JUNE 23, 2025 7:00 PM—CITY CENTER Council Chambers 8080 Mitchell Road COMMISSION MEMBERS: John Kirk, Frank Sherwood, Andrew Pieper, Ed Farr, Trisha Duncan, Robert Taylor, Dan Grote, Charles Weber; Phou Sivilay CITY STAFF: Jeremy Barnhart, City Planner; Kristin Harley, Recording Secretary I. CALL THE MEETING TO ORDER Chair Pieper called the meeting to order at 7:01 p.m. II. PLEDGE OF ALLEGIANCE – ROLL CALL Commission member Duncan, Kirk, and Grote were absent. III. APPROVAL OF AGENDA MOTION: Weber moved, seconded by Farr to approve the agenda. MOTION CARRIED 6-0. IV. MINUTES MOTION: Taylor moved, seconded by Weber to approve the minutes of June 9, 2025 amended to clarify the erstwhile-proposed LRT station mentioned on page 3, Item VA, was to be built on City Hall property. MOTION CARRIED 6-0. V. PUBLIC HEARINGS A. VERIDIAN CREDIT UNION (2025-03) • Planned Unit Development Concept Review on 0.77 acres • Planned Unit Development District Review with Waivers on 0.77 acres • Site Plan Review on 0.77 acres Dave Knaeble, of Civil Site Group, and Nathan Zywiki, architect and designer presented a PowerPoint and detailed the application. The proposal was to build a new, 2,889 square foot credit union on the corner of Flying Cloud Drive and Middleset Road. Zywiki summarized the history of Veridian Credit Union, which PLANNING COMMISSION MINUTES June 23, 2025 Page 2 was founded as a non-profit alternative to commercial banks. The Credit Union would expand from Old Shady Oak Road to Flying Cloud Road, keeping the Shady Oak Road location open as well, with business hours Monday through Saturday also offering drive-through services. Knaeble displayed the site plan and explained the site was currently a Mr. Carwash, which would be demolished. There were three accesses to the site, one off of Middleset and two from the north-south private drive. The southern access from Middleset would be removed. The development would utilize existing utility services and put in a new stormwater management system in accordance with the requirements of the Riley-Purgatory Creek Watershed. The proposed landscaping would meet City requirements, with a retaining wall and screening along Flying Cloud Drive, and screening of the building and the west side of the parking lot. Zywiki displayed three elevations, two in daylight and one at night, and explained the open design to take advantage of natural light. The butterfly roof would follow Veridian’s brand, including the green accents and “clean and modern” theme and a “digital-first” philosophy. The exterior building materials of glass, stone masonry and aluminum siding, and their colors, conformed to City Code and would be compatible with the surrounding buildings. Taylor asked for and received confirmation there was no interior ATM, though a coin counter would be offered for public use. The was only an exterior ATM by the drive-through. Pieper asked for and received confirmation the credit union received more in-branch traffic than at the drive-through. Farr urged the landscaping plan have the ability to screen headlights, perhaps with evergreens, though the retaining wall and grade change could prevent issues during the winter. Farr commended the proposed traffic circulation. Taylor noted the trees along Middleset Road were mature and asked if they would remain or be removed. Knaeble replied they proposed to remove some at the southwest end of the site and keep four of the seven trees toward Middleset. Barnhart presented the staff report. This was a proposed redevelopment of a former Mr. Carwash site. The driveway at Middleset Road and Flying Cloud Drive would be removed, which would improve the site. Two waivers were requested. The current PUD waivers requested a zero-foot setback for the parking lot and for the dumpster enclosure, which was currently located in another owner’s property. This was not a new condition, being the parking lot was existing. The parking stall number exceeded requirements, as did the building design and the landscaping plan. Staff recommended support for the waivers and approval of the project subject to the conditions of the staff report, most of which would appear in the final construction designs. PLANNING COMMISSION MINUTES June 23, 2025 Page 3 Farr noted on the aerial image there were yellow lines depicting the lots of the multi-tenant to the northwest, in which a half-dozen parking stalls wrapped around the shared driveway. He asked if this could be shared parking. Barnhart pulled up the Hennepin County aerial map and replied this had been used by Mr. Carwash as a dumpster enclosure. It was developed with the thought of being a cross access with shared parking and shared access, and would not change. Farr asked for and received confirmation this was a new PUD request, so the applicant was not taking other access rights outlined in the old PUD. There would be an access easement through that property (the diamond retailer). MOTION: Taylor moved, seconded by Weber to close the public hearing. Motion carried 6-0. Farr stated he supported the two waivers for the reasons cited in the staff report. MOTION: Farr moved, seconded by Weber to recommend approval of the Planned Unit Development Concept Review on 0.77 acres; Planned Unit Development District Review with Waivers on 0.77 acres; and the Site Plan Review on 0.77 acres as recommended by the staff report dated June 23, 2025. Motion carried 6-0. PLANNERS’ REPORT MEMBERS’ REPORTS VI. ADJOURNMENT MOTION: Taylor moved, seconded by Sherwood to adjourn. Motion carried 6-0. The meeting was adjourned at 7:20 p.m. Planning Commission Agenda Staff Report Date: July 14, 2025 Location: East of Aztec Drive Subject: Aspen Estates Assisted Living and Memory Care From: Beth Novak-Krebs, Senior Planner Applicant: Bill Welch Review period expires: October 23, 2025 ITEM DESCRIPTION The applicant is requesting approval to construct a 15-unit assisted living and memory care facility. The building is proposed as a 10,761 square foot single-story structure. The property is located east of Aztec Drive across from Caliber Collision. The site consists of two parcels equaling 1.1 acres. The parcels are currently undeveloped. There are residential uses to the east, office uses to the north and commercial uses to the west and south. REQUESTED ACTIONS • Zoning District Change from I-2 to RM-2.5 on 0.908 acres and from Rural to RM-2.5 on 0.199 acres • Preliminary Plat to combine two parcels into one lot on 1.1 acres • Site Plan Review on 1.1 acres BACKGROUND COMPREHENSIVE PLAN AND ZONING The property is guided Medium Density Residential in Aspire 2040, which allows a density of 5 to 14 units per acre. The proposed density is 13.6 units per acre. The larger parcel is currently zoned I-2 and the smaller parcel to the south is zoned Rural. The applicant is requesting to rezone both parcels to RM-2.5, which allows a maximum density of 17.4 units per acre. The proposed density of the project is consistent with both the guiding and proposed zoning. Project Site Staff Report – Aspen Estates Assisted Living and Memory Care July 14, 2025 Page 2 SITE PLAN The front of the building, including the primary building entrance, will face Aztec Drive. Parking and access to the site will be located on the southern end of the property. A single stall garage is located on the south side of the building along with a secondary building entrance. In the back of the building, the applicant is proposing a fenced outdoor area for the residents. This area includes a patio, walking path and raised planters. PRELIMINARY PLAT The applicant is proposing a preliminary plat to combine the two parcels into one single lot. The larger parcel is a platted lot (Lot 1, Block 2, Aztec Drive Addition). The smaller parcel is an unplatted parcel. Since one of the drainage and utility easements, associated with the existing platted lot, would cut across the proposed new lot, the applicant is proposing to vacate all the existing drainage and utility easements on the current plat and provide new drainage and utility easements through the new platting process. The applicant has submitted an application to vacate the easements. TRAFFIC STUDY Based on the traffic memo, traffic impact from the proposed use is minimal. The trip generation information provided by the applicant anticipates approximately 3 trips during the AM peak hour and 4 trips during the PM peak hour. According to the data, there could be 42 daily trips. This would include staff, deliveries, and visitors. There is no direct traffic connection to the residential property to the east. PARKING The project requires 9 parking stalls and the site plan includes 9 parking stalls. The parking is located at the south end of the site near the side entrance into the building and the garage. SIDEWALKS There is an existing sidewalk along the east side of Aztec Drive from Anderson Lakes Parkway to just north of the subject property. The applicant is proposing to install a sidewalk in the Aztec Drive right-of-way from the end of the existing sidewalk south to the easternmost driveway belonging to the property at 9051 Flying Cloud Drive. This extends the sidewalk to within approximately 300 feet of Flying Cloud Drive. The Eden Prairie Pedestrian and Bike Plan recommends a shared use path along Flying Cloud Drive in the future expanding the options for walking or biking. Staff Report – Aspen Estates Assisted Living and Memory Care July 14, 2025 Page 3 BUILDING ARCHITECTURE AND MATERIALS The building is designed to resemble a single-family home. The building includes dormers to visually minimize the large roof structure, a covered ‘porch’ area at the building entrance oriented toward Aztec Drive, window placement similar to single-family homes, building placement providing for a landscaped front yard, a side loaded garage and parking on the side of the building. These design elements are intended to appeal to potential residents and blend into the existing residential characteristics. The single-family homes to the east on Cold Stream Lane are all two-stories built in the mid-2000’s. The homes are setback at least 30 feet with well-established landscaped front yards. Some of the homes have dormers. The building materials for this project include stone, glass, fiber cement siding, some wood trim and some metal. Each facade complies with the building material standards. Staff Report – Aspen Estates Assisted Living and Memory Care July 14, 2025 Page 4 USABLE OPEN SPACE The proposed use requires 2,250 square feet of usable open space. The plan as proposed complies with this requirement. There is a library and gathering space inside the building and a large fenced open space in back of the building with a patio, walking path, grass area and raised planter beds. WETLAND A small wetland has been identified to the south of this property. The wetland buffer and the structure setback from the wetland does not impact this property. DRAINAGE/STORMWATER MANAGEMENT The site’s stormwater management is provided by two basins. The largest of these basins is intended to infiltrate stormwater runoff, thereby preventing stormwater pollutants and excess runoff from being directed to downstream water resources. Stormwater management meets City requirements. UTILITIES Sanitary sewer and water are readily available for connection to the proposed project. An existing water line is located just beyond the northwest corner of the property. An existing sanitary sewer line runs through the 20-foot-wide drainage and utility easement along the north property line. LANDSCAPING AND TREE REPLACEMENT PLAN The project requires 33 caliper inches of landscaping. The plan as proposed exceeds the requirements. The plan includes a landscape buffer along the west property line, foundation plantings, and trees throughout the site. The applicant has provided a landscape buffer along the east property line. The plan includes a mix of deciduous and evergreen shrubs. The plan includes groupings of Nannyberry Viburnum, which grows up to 15 feet tall; Miss Kim Lilac, which grows up to 7 feet tall; and Technito Arborvitae, which grows up to 10 feet tall. The proposed project requires 242 caliper inches of tree replacement. The plan includes 56 caliper inches for tree replacement. To comply with City Code, the applicant is required to pay a fee in-lieu of tree replacement for the remaining caliper inches. INCLUSIONARY HOUSING The configuration and design of the project does not meet the applicability standards of the Inclusionary Housing ordinance. Therefore, the project is exempted from the inclusionary housing requirements. SUSTAINABILITY In the project narrative, the applicant listed several sustainable features that will be incorporated into this project: • Rain garden • Native plantings • High efficiency mechanical equipment, occupancy sensors, and green sensitive building materials. Staff Report – Aspen Estates Assisted Living and Memory Care July 14, 2025 Page 5 PARK FEES Although the larger parcel was platted along with the Caliber Collision property, park fees were only paid on the Caliber Collision lot. Since park fees have not been paid for the larger lot and the smaller parcel has never been platted, payment of cash park fees is required for this project. The Development Agreement will include language regarding payment of park dedication fees. AIRPORT The property is located within Safety Zone C as designated in the Flying Cloud Airport Zoning Ordinance adopted by the Flying Cloud Airport Joint Airport Zoning Board (JAZB) on April 10, 2019. The allowable construction height limits of the JAZB far exceed the proposed structure heights and the construction equipment heights of this project, but the applicant will be required to submit information documenting that an Airport Zoning Permit is not necessary. The property is also located within the airport buffer zone requiring noise attenuation. The Development Agreement will address disclosure of information regarding Flying Cloud Airport, interior noise mitigation, and the airport zoning permit. SIGNS The site plan shows a monument sign near the driveway into the site. This sign will require a separate application for a sign permit and must comply with City Code requirements. LIGHTING The lighting plan includes a pole light along the driveway and one near the parking stalls, wall sconces on the garage and at the side door, lighted bollards, and recessed lights in the front entrance and the patio area. The lighting as proposed is compliant with City Code. NEIGHBORHOOD MEETING AND RESIDENT INPUT The applicant held a neighborhood meeting on Wednesday, May 28, 2025. The invite to the meeting was sent to 57 addresses and 4 people attended the meeting. According to the applicant, the attendees are supportive of the project. One of the couples in attendance live on the east side of the subject property and share a lot line with the project. They wanted more information about the trees that will remain and the plantings being proposed along the east property line. STAFF RECOMMENDATION Recommend approval of the following requests: • Zoning District Change from I-2 to RM-2.5 on 0.908 acres and from Rural to RM-2.5 on 0.199 acres • Preliminary Plat to combine two parcels into one lot on 1.1 acres • Site Plan Review on 1.1 acres CONDITIONS OF APPROVAL This is based on plans dated June 27, 2025 and the following conditions: 1. Prior to the 1st reading by the City Council, the applicant must: A. On all the plan sheets, label the two parking stalls at the end of the parking lot as “Future Parking.” B. Show the new location of the trash enclosure on all the plan sheets and label it. Staff Report – Aspen Estates Assisted Living and Memory Care July 14, 2025 Page 6 2. Prior to release of the final plat, the applicant must: A. Obtain approval to vacate easements B. Pay connection fees. C. 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. D. Provide copies of legal documents, either in Association format or private covenant and agreement format to be approved by the City that shall address the following: • Describe the long term private maintenance or replacement agreement for the retaining walls. • Insertion of language in the documents that relinquishes the City of Eden Prairie from maintenance or replacement of the retaining walls. 3. Prior to land alteration permit issuance, the applicant must: A. Obtain permits and approvals from other agencies as needed. B. Obtain City approval of a final grading and drainage plan for the property. C. Submit construction plans and project specifications for public infrastructure for review and approval by the City Engineer. D. Submit detailed utility and erosion control plans for review and approval by the City Engineer. E. Obtain and provide documentation of Watershed District approval. F. Notify the City and Watershed District 48 hours in advance of grading. G. Provide a construction grading limits and tree protection plan for review and approval by the City. H. Install erosion control at the grading limits of the property for review and approval by the City. I. Install fencing at the construction grading limits and tree protection areas as shown on the approved plans. J. Submit and receive written approval of an executed landscape agreement. K. Submit a landscaping letter of credit or escrow equivalent to 150% of the cost of the landscaping. L. Make a cash payment for Tree Replacement as provided by City Code. M. Obtain a building permit for retaining wall construction from the City for any retaining walls greater than four feet in height. N. Submit a land alteration bond, letter of credit, or escrow surety equivalent to 125% of the cost of the land alteration. O. Obtain confirmation from the City that an Airport Permit is not required. P. Provide proof that the Inspection and Maintenance Agreement for Private Stormwater Facilities has been recorded. 4. Prior to building permit issuance for the property, the applicant must: A. Pay the appropriate cash park fees. B. Provide recorded copies of any private covenants and agreements to the City following recording of the final plat. Staff Report – Aspen Estates Assisted Living and Memory Care July 14, 2025 Page 7 5. Prior to issuance of an Occupancy Permit, the applicant must: A. Construct the retaining wall(s) in accordance with the terms of the permit and terms and conditions of Exhibit C. B. Complete implementation of the lighting plan in Exhibit B. C. Complete construction of mechanical equipment screening. D. Complete construction of the trash enclosure. E. Complete implementation of the approved exterior materials and colors plan. F. Install all the features that are intended to meet the Usable Open Space requirement. Project Narrative: Aspen Estates – Assisted Living and Memory Care XX Aztec Drive, Eden Prairie, MN 55347 Date: May 22, 2025 Project Overview This application is for the proposed development of a beautiful 15-bed assisted living home located on Aztec Drive in Eden Prairie, MN. The project will serve as a small-scale residential care home designed to provide supportive housing and personal care services for seniors who require assistance with daily living activities. The facility is intended to offer a comfortable, safe, and community-oriented environment while addressing the growing demand for assisted living options in the city of Eden Prairie. The home will be built with high quality building materials and extensive, beautiful landscaping. Aspen Estates is intended to be a “5 star” home for its residents. Purpose and Use The primary purpose of this facility is to offer residents personalized care in a home-like setting that promotes dignity, independence, and quality of life. Services will include: • Assistance with bathing, dressing, grooming, and medication management • Three daily meals and snacks prepared on-site • Housekeeping and laundry services • Social and recreational programming • 24-hour supervision and staffing The facility will operate under applicable state and local regulations for assisted living homes, including staffing ratios, licensing, and resident rights protections. Site and Building Description The proposed project will be situated on a 2 parcels totaling approximately 1.1 acres, with plans to re-zone from I-2 Industrial Park and Rural to RM2.5 Medium Density Residential. The building will be a single-story, approximately 10,500 SQFT in size, designed with accessibility and resident comfort as priorities. Architectural elements will reflect a residential character, with features such as: • Private resident rooms with en suite bathrooms • Centralized dining and living areas • Accessible bathrooms and hallways • Landscaped outdoor areas for resident recreation • Adequate off-street parking for staff and visitors • Fenced-in walking path • Sustainable features including a rain garden, natural plantings, high efficiency mechanical equipment, occupancy sensors, and green sensitive building materials will all be incorporated into this new development. Community Impact This facility is intended to positively contribute to the community by: • Meeting local demand for elder care services • Providing local employment opportunities in caregiving, food service, administration, and maintenance • Maintaining a residential scale and character that blends with the surrounding neighborhood • Reducing the need for institutional placements by offering care in a less restrictive environment Noise and traffic will be minimal, with low resident turnover and limited visitation hours, making the operation compatible with surrounding land uses. Traffic, Parking, and Access The project includes a dedicated driveway and 9 off-street parking spaces for staff and guests, consistent with local code requirements. Deliveries and service vehicles will have designated loading access. Traffic impact is expected to be minimal due to the small number of residents and staff on-site at any given time. A more detailed traffic statement is included in our submittal documents. Salt Management & Snow Storage Salt used for deicing will be stored inside the attached garage, in accordance with city code section 5.78. Additionally, the site will be required to comply with Riley Purgatory Bluff Creek Watershed District (RPBCWD) requirements. This includes designation of a Minnesota Pollution Control Agency certified salt applicator, who will implement the RPBCWD required chloride-management plan. The site has been designed to avoid northern facing entrances. By placing the parking on the south side of the building, the site will benefit from sunlight to melt ice and snow. Snow will be stored on site in the areas designated on the plans. The location of the snow storage generally slopes away from paved surfaces, which will help reduce salt needs. If sufficient storage is not available on site, excess snow will be hauled offsite. Utilities and Infrastructure All necessary public utilities (water, sewer, electricity, gas) are available at the site. Stormwater management and grading plans will be developed in coordination with city engineering standards. Landscaping too will be developed in accordance with city design standards. Planning & Zoning Approvals To obtain the necessary approvals for this project, we are submitting for several steps, as follows: Site Plan Review Rezoning from I-2 Industrial to RM 2.5 Medium Density Residential. Preliminary Plat to combine the two lots into one. No waivers or variances are intended for this project and as a result, no PUD is needed. Construction Schedule Assuming all necessary approvals are accomplished by September of 2025, the project intends to immediately start construction and would be planned to be open for business in the spring of 2026. Conclusion This 15-bed assisted living home represents a thoughtful, community-focused addition to the city’s housing and care landscape. We are committed to ensuring the project is developed in compliance with all applicable codes and in harmony with the character of the surrounding area. We respectfully request approval of this land development application and look forward to working with city staff throughout the review process. BENCHMARK #1 EXISTING TNH ED E N P R A I R I E , M I N N E S O T A AS P E N E S T A T E S AS P E N E S T A T E S R E A L T Y , L L C FO R 20 2 N . C E D A R A V E . S U I T E # 1 , O W A T O N N A , M N 5 5 0 6 0 PROJECT NO. 24273 CAD FILE 04/14/2025 DATE REVISIONS DRAWN BY 2025/05/22 - CITY COMMENTS PR E L I M I N A R Y 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 , B U R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 . 8 9 0 . 6 0 4 4 b b u s s e l m a n @ j r h i n c . c o m PL A N N E R S / E N G I N E E R S / S U R V E Y O R S ww w . j r h i n c . c o m Ja m e s R . H i l l , I n c . 2025/06/23 - REV CITY COMMENTS EPF TI T L E S H E E T PRELIMINARY DEVELOPMENT PLANS ASPEN ESTATES EDEN PRAIRIE, MINNESOTA ASPEN ESTATES REALTY, LLC 202 N. CEDAR AVE. SUITE #1, OWATONNA, MN 55060 PHONE: (612) 963-3173 FOR TITLE SHEET C100 INDEX C400 C101GENERAL NOTES GRADING & DRAINAGE PLAN C500UTILITY PLAN C600PAVING & DIMENSIONAL PLAN EXISTING CONDITIONS C102 C300EROSION & SEDIMENT CONTROL PLAN C301EROSION & SEDIMENT CONTROL NOTES C302EROSION & SEDIMENT CONTROL DETAILS CONSTRUCTION DETAILS C700 SCALE IN FEET 0 30 60 90 1 inch = 30 feet PROJECT COORDINATES N 44° 50' 24.7" W 93° 26' 15.3" BENCHMARKS #1 TNH NW CORNER OF SITE ELEV=870.27 DEVELOPER ASPEN ESTATES REALTY, LLC 202 N. CEDAR AVE,, SUITE#1 OWATONNA, MN 55060 PROJECT ENGINEER JAMES R. HILL, INC 2999 WEST COUNTY ROAD 42, SUITE 100 BURNSVILLE, MN 55306 952-890-6044 SURVEYOR JAMES R. HILL, INC 2999 WEST COUNTY ROAD 42, SUITE 100 BURNSVILLE, MN 55306 952-890-6044 LANDSCAPE ARCHITECT CALYX DESIGN GROUP 475 CLEVELAND AVE. NORTH, SUITE 101A SAINT PAUL, MN 55104 651-788-9018 ARCHITECT MILLER ARCHITECTS AND BUILDERS 3335 WEST ST. GERMAIN ST. - PO BOX 1228 SAINT CLOUD, MN 56302 320-251-4109 GEOTECHNICAL ENGINEER CHOSEN VALLEY TESTING, INC. 245 ROSELAWN AVENUE EAST, SUITE 29 SAINT PAUL, MN 55117 951-756-7384 N 24273TS Know what's below. before you dig.Call R SITE LOCATION MAP C100 DEMOLITION PLAN C104 PRELIMINARY PLAT C200 CONSTRUCTION DETAILS C701 EXPANDED EXISTING CONDITIONS C103 C303EROSION & SEDIMENT CONTROL NOTES EX STM RIM=866.31 INV.(18"RCP)=FILLED WITH DIRT EX CB RIM=864.38 INV.(18"RCP)=861.52(S) EX STMH RIM=864.96 INV.(18"RCP)=861.36(N&SW) EX CB RIM=864.62 INV.(18"RCP)=860.09(NE) INV.(18"RCP)=860.09(SW) EX FES INV.(18"RCP)=861.40 (PER RECORD PLAN) EX STM RIM=867.26 INV.(18"RCP)=861.72(W) INV.(18"RCP)=860.32(S) BENCHMARK TOP NUT OF HYD ELEV=870.27 (N.A.V.D.1988) EX FES INV.(18"RCP)=859.33 EX STMH RIM=862.92 INV.(18"RCP)=859.68(N&SE) (PER RECORD PLAN) EX STMH RIM=866.56 INV.(18"RCP)=860.02(N) INV.(18"RCP)=859.92(S) INV.(15"RCP)=859.92(W) EX SSMH RIM=868.31 INV.=859.19 EX SSMH RIM=868.48 INV.=858.12 EX SSMH RIM=869.70 INV.=857.63 EX CB RIM=865.21 INV.(12"RCP)=860.36(W) INV.(12"RCP)=860.36(S) INV.(15"RCP)=860.36(E) EX CB RIM=864.97 INV.(12"RCP)=860.59(W,S&N) (PER RECORD PLAN) EX CB RIM=864.96 INV.(12"RCP)=861.06 (PER RECORD PLAN) EX CB RIM=865.26 INV.(12"RCP)=860.56 (PER RECORD PLAN) EXISTING DITCH EXISTING WETLAND DELINEATED 2024 BY JACOBSON ENVIRONMENTAL, PLLC EX 4" PVC SANITARY SERVICE (PER RECORD PLAN)EX 4" PVC SANITARY SERVICE (PER RECORD PLAN) PROPERTY BOUNDARY VICINITY MAP LEGEND 494 FOUND IRON PIPE TELEPHONE BOX TELEVISION BOX TRANSFORMER UNDERGROUND ELECTRIC SANITARY MANHOLE SANITARY UNDERGROUND STORM UNDERGROUND GATE VALVE HYDRANT UNDERGROUND WATER CLEANOUT CATCH BASIN CATCH BASIN FLARED END SECTION STORM MANHOLE DRAWN BY DATE REVISIONS PLM 5/21/2025 CAD FILE 24273cert.dwg PRO-ECT NO. 24273-00 FILE NO. 1-25-025 C102 AS P E N E S T A T E S ED E N P R A I R I E , M I N N E S O T A CE R T I F I C A T E O F S U R V E Y FO R AS P E N E S T A T E S R E A L T Y , L L C 20 2 N . C E D A R A V E . S U I T E # 1 , O W A T O N N A , M N 5 5 0 6 0 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 , B U R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 . 8 9 0 . 6 0 4 4 m h a m p t o n @ j r h i n c . c o m PL A N N E R S / E N G I N E E R S / S U R V E Y O R S ww w . j r h i n c . c o m Ja m e s R . H i l l , I n c . 169 NOT TO SCALE 61 BITUMINOUS SURFACE CONCRETE SURFACE 212 1 FLYING CLOUD DRIVE ANDERSON LAKES PARKWAY PIONEER TRAIL AZTEC DRIVE* SITE 1.Subject property's address is unassigned, its property identification number is 231162232001. 2.The bearing system is based on the north line of Lot 1, Block 2, AZTEC DRIVE ADDITION, which is assumed to bear North 89 degrees 03 minutes 31 seconds East. 3.Field work was completed 4/1/2025. 4.The subject property lies within Flood Plain Zone X (areas determined to be outside the 0.2% annual chance flood plain) per Federal Insurance Rate Map No. 27053C0430F dated 11/4/2016. 5.The gross area of the Parcel A is 0.908 Acres or 39,539 Square Feet. The gross area of the Parcel B is 0.223 Acres or 9,735 Square Feet. The gross area of the overall surveyed property is 1.131 Acres or 49,274 Square Feet. 6.The survey is based on Title Commitment No. OR6498-1 and OR6498-A-1 issued by Premier Title Insurance Agency, Inc. as agent for Old Rupublic National Title Insurance Company. Easements and servitudes benefiting or burdening the surveyed property, listed in Schedule B-II of the Commitments are shown on the survey. NOTES Parcel A Legal Description: Lot 1, BLock 2, Aztec Drive Addition,Hennepin County, Minnesota Parcel B Legal Description: The South 60 feet of the North 260 feet of the West 585 feet of the Northwest Quarter (NW 1/4) of the Southwest Quarter (SW 1/4) of Section 23, Township 116 North, Range 22 West, Hennepin County, Minnesota, EXCEPT road. PROPERTY DESCRIPTION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. That this survey does not purport to show all improvements, easements or encroachments, to the property except as shown thereon. Signed this 21st day of March, 2025 Marcus F. Hampton MN L.S. No. 47481 SURVEYOR'S CERTIFICATE The vertical datum is NAVD88. Benchmark Top nut hydrant at the northwest corner of Lot 1, Block 2, Aztec Drive Addition. Elevation = 870.27 BENCHMARK DECIDUOUS CONIFEROUS TREE LINE EXISTING WETLAND DELINEATED 2024 BY JACOBSON ENVIRONMENTAL, PLLC EXISTING BUILD I N G FFE=869.66 STREET RIGHT OF WAY EX STMH RIM=864.96 INV.(18"RCP)=861.36(N&SW) EX FES INV.(18"RCP)=859.33 EXISTING DITCH 8" PVC 18" R C P 870 87 5 871 872 873 87 4 87 6 87 7 8 7 5 8 8 0 871 872 873 8 7 4 8 7 6 8 7 7 8 7 8 8 7 9 8 8 1 8 6 0 8 6 5 870 85 6 85 7 8 5 8 85 8 8 5 9 8 6 1 8 6 2 8 6 3 8 6 4 8 6 6 86 7 86 8 869 850 855 849 851 852 853 854 856 857 858 859 87 0 86 7 8 6 7 8 6 8 8 6 9 87 1 8 7 2 87 0 87 5 86 9 87 1 87 2 87 3 87 4 EX SSMH RIM=868.31INV.=859.19 EX CB RIM=864.97 INV.(12"RCP)=860.59(W,S&N) (PER RECORD PLAN) EX CB RIM=864.96 INV.(12"RCP)=861.06(PER RECORD PLAN) EX CB RIM=865.26 INV.(12"RCP)=860.56 (PER RECORD PLAN) 12" R C P 12" R C P STREET RIGHT OF WAY EX STM RIM=866.31 INV.(18"RCP)=FILLED WITH DIRT EX CB RIM=864.38 INV.(18"RCP)=861.52(S) EX CB RIM=864.62 INV.(18"RCP)=860.09(NE) INV.(18"RCP)=860.09(SW) EX FES INV.(18"RCP)=861.40 (PER RECORD PLAN) EXISTING BUILDING LO=870.64EXISTING BUILDING FFE=873.32 EX STM RIM=867.26 INV.(18"RCP)=861.72(W) INV.(18"RCP)=860.32(S) BENCHMARK TOP NUT OF HYD ELEV=870.27 (N.A.V.D.1988) EX STMH RIM=862.92 INV.(18"RCP)=859.68(N&SE) (PER RECORD PLAN) EX STMH RIM=866.56 INV.(18"RCP)=860.02(N) INV.(18"RCP)=859.92(S&W) EX SSMH RIM=868.48 INV.=858.12 EX SSMH RIM=869.70INV.=857.63 EX CB RIM=865.21 INV.(12"RCP)=860.36(W) INV.(12"RCP)=860.36(S) INV.(15"RCP)=860.36(E) 8" PVC EX 4" PVC SANITARY SERVICE (PER RECORD PLAN) 8" PVC 12" R C P 12" R C P 15" RCP PER CITY 18 " R C P 18 " R C P EXISTING DRAINAGE & UTILITY EASEMENT PROPERTY BOUNDARY EX 4" PVC SANITARY SERVICE (PER RECORD PLAN) 870 868 868 869 871 872 87 3 865 870 863 864 866 867 868 869 870 866867868869 860 865 861 862 863 864 86 6 86 7 86 8 8 6 9 865 862 863 864 866 867 868 8 6 9 ED E N P R A I R I E , M I N N E S O T A AS P E N E S T A T E S AS P E N E S T A T E S R E A L T Y , L L C FO R 20 2 N . C E D A R A V E . S U I T E # 1 , O W A T O N N A , M N 5 5 0 6 0 PROJECT NO. 24273 CAD FILE 04/14/2025 DATE REVISIONS DRAWN BY 2025/05/22 - CITY COMMENTS PR E L I M I N A R Y 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 , B U R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 . 8 9 0 . 6 0 4 4 b b u s s e l m a n @ j r h i n c . c o m PL A N N E R S / E N G I N E E R S / S U R V E Y O R S ww w . j r h i n c . c o m Ja m e s R . H i l l , I n c . 2025/06/23 - REV CITY COMMENTS EX P A N D E D E X I S T I N G C O N D I T I O N S EPF 24273EXC2-2 EXISTING TELEPHONE BOX EXISTING ELECTRIC TRANSFORMER BOX EXISTING TREELINE/TREES EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING CURB & GUTTER EXISTING FENCE EXISTING ASPHALT EXISTING CONCRETE EXISTING GRAVEL EXISTING RETAINING WALL LEGEND SB-1 EXISTING UNDERGROUND ELECTRIC EXISTING TELEVISION BOX EXISTING RAILROAD EXISTING CONTOUR EXISTING WETLAND EDGE EXISTING WETLAND EXISTING SOIL BORING LOCATION EXISTING CLEANOUT EXISTING SIGN EXISTING DRAINTILE EXISTING GUARD RAIL C103 40 80 120 1 inch = 40 feet N DRAINAGE AND UTILITY EASEMENTS BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, ADJOINING RIGHT OF WAY LINES, AS SHOWN ON THIS PLAT. DRAINAGE AND UTILITY EASEMENTSARE SHOWN THUS: BEARINGS ARE BASED ON THE SOUTH LINE OF THE W1/2 OF THE SW 1/4 OF THE NE1/4 OF SEC. 5, T. 116, R. 22 WHICH IS ASSUMED TO HAVE A BEARING OF N 88°05'49" W DENOTES FOUND OPEN 1/2 INCH IRON PIPE MONUMENT UNLESS OTHERWISE NOTED DENOTES SET 1/2 INCH BY 14 INCH IRON PIPE MONUMENT WITH CAP MARKED L.S. NO. 47481 DENOTES FOUND HENNEPIN COUNTY CAST IRON MONUMENT DRAWN BY DATE REVISIONS PLM 4/14/2025 PRO-ECT NO. 24273-00 FILE NO. 1-25-025 AS P E N E S T A T E S ED E N P R A I R I E , M I N N E S O T A PR E L I M I N A R Y P L A T FO R AS P E N E S T A T E S R E A L T Y , L L C 20 2 N . C E D A R A V E . S U I T E # 1 , O W A T O N N A , M N 5 5 0 6 0 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 , B U R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 . 8 9 0 . 6 0 4 4 m h a m p t o n @ j r h i n c . c o m PL A N N E R S / E N G I N E E R S / S U R V E Y O R S ww w . j r h i n c . c o m Ja m e s R . H i l l , I n c . Lot 1, BLock 2, AZTEC DRIVE ADDITION, according to the recorded plat thereon, Hennepin County, Minnesota And The South 60 feet of the North 260 feet of the West 585 feet of the Northwest Quarter (NW 1/4) of the Southwest Quarter (SW 1/4) of Section 23, Township 116 North, Range 22 West, Hennepin County, Minnesota, EXCEPT road. PROPERTY DESCRIPTION C200 ST-04 ST-02ST-01 ST-03 ST-05 ST-06 8 6 9 8 7 0 8 7 1 872 870 869870 871 872 873 869 868 867 866 868 865 864 863 862 861 860 859 8 5 8 85 7 85 6 856 857 858 859 86 0 86 1 86 2 8 6 3 8 6 4 86 5 8 6 6 8 6 7 86 8 86 6 86 7 86 8 86 7 87 1 87 2 866 86 5 PROPOSED BUILDING FFE=867.00 EXISTING BUI L D I N G FFE=869.66 EXISTING BUILDING LO=870.64EXISTING BUILDING FFE=873.32 TEST PIT 1INFILTRATION BASIN 1P BOTTOM: 862.50 OLE: 863.50 100 YEAR HWL: 864.71 INFIL. CAPACITY: 2,346 CF CITY BMP ID: 23-32-F (TYP) DOWNSPOUTS WITH THE POTENTIAL TO FLOW OVER WALKABLE SURFACES SHALL BE COLLECTED AND DISTRIBUTED BY PIPE TO THE RECEIVING BMP TREE PROTECTION FENCE, PER LANDSCAPE (TYP.) TEST PIT 2 TEST PIT 3 B B A A ED E N P R A I R I E , M I N N E S O T A AS P E N E S T A T E S AS P E N E S T A T E S R E A L T Y , L L C FO R 20 2 N . C E D A R A V E . S U I T E # 1 , O W A T O N N A , M N 5 5 0 6 0 PROJECT NO. 24273 CAD FILE 04/14/2025 DATE REVISIONS DRAWN BY 2025/05/22 - CITY COMMENTS PR E L I M I N A R Y 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 , B U R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 . 8 9 0 . 6 0 4 4 b b u s s e l m a n @ j r h i n c . c o m PL A N N E R S / E N G I N E E R S / S U R V E Y O R S ww w . j r h i n c . c o m Ja m e s R . H i l l , I n c . 2025/06/23 - REV CITY COMMENTS PR E L I M I N A R Y G R A D I N G & D R A I N A G E P L A N EPF 24273G C400 EXISTING TELEPHONE BOX EXISTING ELECTRIC TRANSFORMER BOX EXISTING TREELINE/TREES EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING CURB & GUTTER EXISTING FENCE EXISTING ASPHALT EXISTING CONCRETE EXISTING GRAVEL EXISTING RETAINING WALL LEGEND PROPOSED CONTOUR923 PROPOSED CONCRETE PROPOSED ASPHALT SURFACE PROPOSED INFILTRATION BASIN SB-1 PROPOSED DRAINTILE PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED CURB & GUTTER EXISTING UNDERGROUND ELECTRIC EXISTING TELEVISION BOX EXISTING RAILROAD EXISTING CONTOUR EXISTING WETLAND EDGE EXISTING WETLAND EXISTING SOIL BORING LOCATION PROPOSED RETAINING WALL PROPOSED EMERGENCY OVERFLOW PROPOSED GRADING LIMITS EXISTING CLEANOUT EXISTING SIGN EXISTING DRAINTILE EXISTING GUARD RAIL Know what's below. before you dig.Call R SCALE IN FEET 0 20 40 60 1 inch = 20 feet N GRADING NOTES 1.SEE GENERAL NOTES, SHEET C101, FOR ADDITIONAL RELEVANT INFORMATION. 3:13: 1 BOTTOM=862.5 OLE=863.5 866.0 866.0 100YR HWL=864.71 18" 864.5 8"ORIFICE INV=863.5 15" 12" OCS-101 INV=862.85 INV=862.69 INFILTRATION BASIN 1P CROSS SECTION B-B NOT TO SCALE 3:1 3: 1 BOTTOM=862.74 865.0 865.0 FES-4FES-201 BASIN 1P-NE CROSS SECTION A-A NOT TO SCALE 8"12" 8.3' EXISTING BUI L D I N G FFE=869.66 EXISTING BUILDING LO=870.64EXISTING BUILDING FFE=873.32 EX FES INV.(18"RCP)=859.33 EX STMH RIM=862.92 INV.(18"RCP)=859.68(N&SE) (PER RECORD PLAN) EX SSMH RIM=868.31 INV.=859.19 EX SSMH RIM=868.48 INV.=858.12 EX SSMH RIM=869.70 INV.=857.63 EX CB RIM=865.21 INV.(12"RCP)=860.36(W) INV.(12"RCP)=860.36(S) INV.(15"RCP)=860.36(E) EX CB RIM=864.97 INV.(12"RCP)=860.59(W,S&N) (PER RECORD PLAN) EX CB RIM=864.96 INV.(12"RCP)=861.06 (PER RECORD PLAN) 8" PVC 8" PVC 12" R C P 12" R C P 12" R C P 18 " R C P 18 " R C P 18" R C P FES-300 18" INV 858.93 NW PROVIDE ADDITIONAL CL III RIP-RAP TO DITCH BOTTOM FES-103 18" INV 862.50 SE 80 L F - 1 5 " HD P E @ 0 . 4 7 % 52 L F - 1 8 " RC P @ 0 . 7 6 % EXTEND EXISTING 4" SANITARY STUB 3 LF - 4" SCH-40 @ 2.00% PROVIDE 4" PLUG INV 858.15 FIELD VERIFY SIZE, MATERIAL, LOCATION & ELEVATION PRIOR TO CONSTRUCTION REMOVE & SALVAGE EX 18" RCP FES CONNECT AND EXTEND 18" RCP @ EXISTING PIPE GRADE INV 859.33 (SEE C7.1 FOR STORM PROFILE) CB-400 RE 865.50 12" INV 861.00 S BLD=500.00' 16 LF - 12" RCP CL 5 @ 2.00% CB-104 RE 865.10 8" INV 863.00 E 15" INV 863.00 N BLD=2.10' CORE DRILL & CONNECT TO EX CBMH INV 860.68 FIELD VERIFY ELEVATION PRIOR TO CONSTRUCTION REPLACE EXISTING CASTING WITH NEENAH R-3501-TB REPAIR STREET TO EXISTING CONDITION FOR OPEN CUT STORM SEWER INSTALL 6" P V C C - 9 0 0 37 LF - 18" HDPE @ 0.24% EX STMH RIM=866.56 INV.(18"RCP)=860.02(N) INV.(18"RCP)=859.92(S) INV.(15"RCP)=859.92(W) PROPOSED BUILDING FFE=867.00 50 L F - 1 2 " HDP E @ 0 . 5 0 % CB-105 RE 864.95 12" INV 862.85 NE BLD=2.10' STMH-102 RE 865.58 12" INV 862.60 SW 15" INV 862.62 S 18" INV 862.59 NW 4' SUMP INV 858.59 BLD=6.99' PROVIDE PRESERVER SKIMMER AND DISSIPATOR OR A.E. FES-201 12" INV 862.74 WFES-200 12" INV 862.50 E 120 LF - 12" HDPE EQUALIZING PIPE @ 0.20% 23 L F - 8 " SC H - 4 0 @ 1 . 0 0 % 87 LF - 8 " SCH-40 @ 1 . 3 3 % ADS-2 RE 866.39 8" INV 864.39 S BLD=2.00' ADS-1 RE 866.63 8" INV 864.16 N 8" INV 864.16 W BLD=2.48' ADS-3 RE 867.52 8" INV 863.00 N BLD=2.02' FES-4 8" INV 862.74 S 6" WATER SERVICE PROVIDE 6" PLUG REMOVE & DISPOSE EXISTING HYDRANT/LEAD/G.V. CONNECT NEW 8" PIPE TO EX 8" STUB INSTALL NEW HYDRANT & G.V. EX 8" GV INSTALL 8"- 22.5° BEND AND 8"X6" REDUCER 300' RADIUS HYDRANT COVERAGE ADJUST MH RIM ELEV. TO 866.09 FDC VERIFY WITH ARCHITECTURAL PLANS TRANSFORMER PAD EX 8" SAN AT CROSSING INV=858.55 OFFSET 6" WATER MAIN DOWN AT CROSSING TO MAINTAIN 18 IN. MINIMUM SEPARATION. CENTER WATER MAIN PIPE ON SANITARY SEWER CROSSING SO EACH JOINT IS AS FAR FROM THE SEWER AS POSSIBLE. F & I 4'X8 ' INSULATION SHEET TO INSULATE BETWEEN UTILITIES. DRAINAGE AND UTILITY EASMENT ST-04 ST-02ST-01 ST-03 ST-05 ST-06 TEST PIT 1 TEST PIT 2 TEST PIT 3 FES-100 12" INV 862.50 W OCS-101 RE 864.98 12" INV 862.43 E 12" INV 861.15 W BLD=3.83' CBMH-102 CONSTRUCT MANHOLE OVER EXISTING 18" RCP RE 866.74 12" INV 860.30 E 12" INV 860.23 N 12" INV 860.23 S BLD=6.51' FIELD VERIFY EX INVERT PRIOR TO INSTALLATION OF POND OUTLET PIPE STRUCTURE. CONTACT ENGINEER IF ELEVATION DOES NOT MATCH PLANS. EX STM RIM=867.26 INV.(18"RCP)=861.72(W) INV.(18"RCP)=860.32(S) 17 LF - 12" RCP @ 5.00% 7 LF - 12" RCP @ 1.00% CUT EX 8" WM TO INSTALL 8"X6" TEE FIELD VERIFY SIZE /LOCATION/MATERIAL PRIOR TO CONSTRUCTION REPAIR STREET TO EXISTING CONDITION ED E N P R A I R I E , M I N N E S O T A AS P E N E S T A T E S AS P E N E S T A T E S R E A L T Y , L L C FO R 20 2 N . C E D A R A V E . S U I T E # 1 , O W A T O N N A , M N 5 5 0 6 0 PROJECT NO. 24273 CAD FILE 04/14/2025 DATE REVISIONS DRAWN BY 2025/05/22 - CITY COMMENTS PR E L I M I N A R Y 29 9 9 W E S T C . R . 4 2 , S U I T E 1 0 0 , B U R N S V I L L E , M N 5 5 3 0 6 PH O N E : 9 5 2 . 8 9 0 . 6 0 4 4 b b u s s e l m a n @ j r h i n c . c o m PL A N N E R S / E N G I N E E R S / S U R V E Y O R S ww w . j r h i n c . c o m Ja m e s R . H i l l , I n c . 2025/06/23 - REV CITY COMMENTS PR E L I M I N A R Y U T I L I T Y P L A N EPF 24273U C500 Know what's below. before you dig.Call R 20 40 60 1 inch = 20 feet N EXISTING TELEPHONE BOX EXISTING ELECTRIC TRANSFORMER BOX EXISTING TREELINE/TREES EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING CURB & GUTTER EXISTING FENCE EXISTING ASPHALT EXISTING CONCRETE EXISTING GRAVEL EXISTING RETAINING WALL LEGEND PROPOSED CONCRETE PROPOSED ASPHALT SURFACE PROPOSED INFILTRATION BASIN SB-1 PROPOSED DRAINTILE PROPOSED WATERMAIN PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED CURB & GUTTER EXISTING UNDERGROUND ELECTRIC EXISTING TELEVISION BOX EXISTING RAILROAD EXISTING CONTOUR EXISTING WETLAND EDGE EXISTING WETLAND EXISTING SOIL BORING LOCATION PROPOSED RETAINING WALL EXISTING CLEANOUT EXISTING SIGN EXISTING DRAINTILE EXISTING GUARD RAIL OUTLET STRUCTURE 101 (OCS-101) NOT TO SCALE UTILITY NOTES 1.SEE GENERAL NOTES, SHEET C101, FOR ADDITIONAL RELEVANT INFORMATION. 12" RCP 8" ORIFICE INV 863.50 WEIR WALL TOP ELEV 864.50 INV 861.15 INV 862.43 12" HDPE 48" SLANT TOP ELEV 865.54 OUTLET ELEV 865.54 ELEV 866.29 EXISTING BUI L D I N G FFE=869.66 EXISTING BUILDING LO=870.64EXISTING BUILDING FFE=873.32 R 1 5 ' R15' R16 ' R4 0 ' R3 6 ' R3 6 ' R3 ' R3' R3' 27 ' 54' 10' 25 . 9 ' 6. 2 ' 9' TY P 18 ' TY P 16' 24' 5' SW 5' SW 5' SW 1' TO ROW 57.7' 35.7' BOC 24 ' 5 'S W 6' SW 5' SW 5' SW 8' SW 15 ' SW 5' S W 9 I D K M N J D A A L I B Q B N 4' BO C 10.6' BOC 10 ' BO C O H G P P D D Q B C ED E N P R A I R I E , M I N N E S O T A AS P E N E S T A T E S AS P E N E S T A T E S R E A L T Y , L L C FO R 20 2 N . C E D A R A V E . S U I T E # 1 , O W A T O N N A , M N 5 5 0 6 0 PROJECT NO. 24273 CAD FILE 04/14/2025 DATE REVISIONS DRAWN BY 2025/05/22 - CITY COMMENTS PR E L I M I N A R Y 2025/06/23 - REV CITY COMMENTS PA V I N G & D I M E N S I O N A L P L A N EXISTING TELEPHONE BOX EXISTING ELECTRIC TRANSFORMER BOX EXISTING TREELINE/TREES EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING CURB & GUTTER EXISTING ASPHALT EXISTING CONCRETE EXISTING GRAVEL LEGEND PROPOSED CONCRETE PROPOSED ASPHALT SURFACE PROPOSED INFILTRATION BASIN SB-1 PROPOSED CURB & GUTTER EXISTING UNDERGROUND ELECTRIC EXISTING TELEVISION BOX EXISTING WETLAND EDGE EXISTING WETLAND EXISTING SOIL BORING LOCATION PROPOSED RETAINING WALL EXISTING CLEANOUT EXISTING SIGN EXISTING DRAINTILE 24273PAV C600 20 40 60 1 inch = 20 feet N EPF KEY NOTES B6-12 CONCRETE CURB & GUTTER CONCRETE SIDEWALK ACCESSIBLE PARKING STALL ACCESSIBLE CURB RAMP NOT USED NOT USED TRANSFORMER PAD MONUMENT SIGN RETAINING WALL CONCRETE COMMERCIAL ACCESS (SEE DETAIL) TRASH ENCLOSURE GARAGE INFILTRATION BASIN/RAINGARDEN FENCING SNOW STORAGE CONDENSING UNIT PAD STAMPED CONCRETE A B C D E F G H I J K L M N DEVELOPMENT SUMMARY GROSS PROJECT AREA 1.13 AC/ 49,274 SF EXISTING IMPERVIOUS AREA 0.00 AC/ 0 SF PROPOSED IMPERVIOUS AREA 0.48 AC/ 20,800 SF DISTURBED AREA 1.17 AC/ 50,877 SF FRONT SETBACK 35 FEET REAR SETBACK 30 FEET SIDE SETBACK 25 FEET EXISTING ZONING I-2 INDUSTRIAL PARK AND RURAL PROPOSED ZONING RM-2.5 JAZB AIRPORT SAFETY ZONE C MAX ELEVATION = 1,056 MAX CONSTRUCTION HEIGHT WITHOUT PERMIT = 180' BUILDING GROSS FLOOR AREA 10,761 SF BASE AREA RATIO (BAR)0.22 FLOOR AREA RATIO (FAR)0.22 UNITS 15 UNITS PER ACRE 13.3 PARKING PARKING STALLS REQUIRED 1 SPACE PER 4 BEDS - PLUS - 1 SPACE PER EMPLOYEE ON LARGEST SHIFT BEDS 16 = 4 STALLS EMPLOYEES (LARGEST SHIFT)5 EMPLOYEES = 5 STALLS TOTAL REQUIRED 9 STALLS PARKING STALLS PROVIDED 9 TOTAL (8 STANDARD + 1 ADA) EXISTING WETLAND RAISED PLANTER BEDS COVERED PORCH PROPOSED BUILDING BUILDING SETBACK LINE SITE PLAN NOTES 1.SEE GENERAL NOTES, SHEET C101, FOR ADDITIONAL RELEVANT INFORMATION. O DRAINAGE & UTILITY EASEMENT (TYP.) P Q DRAINAGE & UTILITY EASEMENT (TYP.) Issue ID Issue Name Issue Date 75 - SITE PLAN : Plotted on 6/17/25 at 3:10 PM - /Users/chrishogan/Public/Miller Projects/ 35261-Aspen Estates/Design Drawings and Data/Aspen Estates_DN1.pln © Copyright, Miller Architects & Builders, LLC DATE: CJH 35261 PROJ. NO. A-001 REVISIONS ED E N P R A I R I E , MI N N E S O T A 55 3 4 7 SHEET NO. DRAWN BY: AS P E N E S T A T E S AS S I S T E D L I V I N G - D E M E N T I A C A R E AZ T E C D R I V E SHEET TITLE SITE PLAN 6/17/25 PR O J E C T S T A T U S - N O T F O R C O N S T R U C T I O N 57'-8"86'-0"54'-0" 10 ' - 8 " 42 ' - 0 " 22 ' - 1 " 15 8 ' - 0 " 27 ' - 3 " 110'-2"52'-2" 10 ' - 6 " 24 ' - 0 " 8' - 1 0 " 43 ' - 0 " 30 ' - 4 " 42 ' - 8 " 14 ' - 0 " 39'-2" 5'-0" 13'-6" 9'-0" TYP 6'-0" 4'-0" 15'-10"16'-0"11'-0" 11'-0" 18 ' - 0 " TY P R 16'-0" R 40'-0" R 15'-0" R 78'-0" R 3'-0"TYP.UNO R 15'-0" R 36'-0" R 36'-0" 11,016 sq ft LED PARKING LOT LIGHTING 25'-0" HIGH WITH CUT-OFF SHIELDS LED PARKING LOT LIGHTING 25'-0" HIGH WITH CUT-OFF SHIELDS LED BUILDING MOUNTED LIGHTING ABOVE DOOR OPENING LED BUILDING MOUNTED LIGHTING ABOVE DOOR OPENING LED RECESSED LIGHTING AT CANOPY UNDERSIDE (TYPICAL OF 6) LED RECESSED LIGHTING AT CANOPY UNDERSIDE (TYPICAL OF 5) FREE STANDING, GROUND MOUNTED TWO SIDED SIGNAGE. 32 SF EACH SIDE, 6'-0" HIGH, BASE AREA TO BE 16 SF (2'-0" W. X 8'-0" L.) GROUND MOUNTED MECHANICAL UNIT GROUND MOUNTED MECHANICAL UNIT ACCESSIBLE PARKING SIGNAGEACCESSIBLE PARKING SIGNAGE PREFINISHED METAL 6'-0" HIGH FENCING W/ CONCRETE MOW STRIP LED BUILDING MOUNTED LIGHTING ABOVE DOOR OPENING LED RECESSED LIGHTING AT ROOF SOFFIT (TYPICAL OF 3) SIDE YARD (25'-0" - R-2.5) SIDE YARD (25'-0" - R-2.5) FR O N T Y A R D ( 3 5 ' - 0 " - R - 2 . 5 ) RE A R Y A R D ( 3 0 ' - 0 " - R - 2 . 5 ) PROPOSEDASSISTED LIVING(SECURED UNIT) PATIO PLANTERS PL A N T E R S SIDE YARD (25'-0" - R-2.5) AZ T E C D R I V E D.S. D.S. D.S. D.S. SID E Y A R D ( 2 5 ' - 0 " - R - 2 . 5 ) FDC D.S. D.S. D.S. D.S. D.S. D.S. D.S. 1/16" = 1'-0"1 SITE PLANNORTH Issue ID Issue Name Issue Date 76 - FLOOR PLAN / ENLARGED PLANS : Plotted on 6/17/25 at 3:14 PM - /Users/chrishogan/Public/Miller Projects/ 35261-Aspen Estates/Design Drawings and Data/Aspen Estates_DN1.pln © Copyright, Miller Architects & Builders, LLC DATE: CJH 35261 PROJ. NO. A-002 REVISIONS ED E N P R A I R I E , MI N N E S O T A 55 3 4 7 SHEET NO. DRAWN BY: AS P E N E S T A T E S AS S I S T E D L I V I N G - D E M E N T I A C A R E AZ T E C D R I V E SHEET TITLE FLOOR PLAN / ENLARGED PLANS 6/17/25 PR O J E C T S T A T U S - N O T F O R C O N S T R U C T I O N GARAGE398 sq ft(16'-5" X 22'-3" CLEAR) WATER /RISER VESTIBULE GATHERING331 sq ft DINING427 sq ft SERVING CLOSET ACCESSIBLE344 sq ft SINGLE312 sq ft SINGLE309 sq ft SINGLE312 sq ft SINGLE309 sq ft SINGLE309 sq ft SINGLE309 sq ft SINGLE312 sq ft SINGLE309 sq ft SINGLE310 sq ft SINGLE312 sq ft SINGLE309 sq ft SINGLE310 sq ft 16 ' - 8 " 11 ' - 4 " 43 ' - 0 " 30 ' - 4 " 42 ' - 8 " 14 ' - 0 " 24'-8"20'-4"35'-4"4'-8" 15 8 ' - 0 " 85'-0" 22'-8"40'-8"22'-8" 8'- 0 " CL E A R RE Q ' D 8'- 0 " CL E A R RE Q ' D 8'-0" CLEARREQ'D 8'-0" CLEARREQ'D 8'-0" CLEARREQ'D 8'-0" CLEARREQ'D 8'- 0 " CL E A R RE Q ' D 28 ' - 4 " 42 ' - 8 " 30 ' - 4 " 42 ' - 8 " 14 ' - 0 " 8' - 0 " 14 ' - 4 " 8' - 0 " 5' - 2 " 2'- 0 " 16 ' - 0 " 2' - 0 " 5' - 2 " 4'-0"13'-4"5'-0" 17 ' - 0 " 11 ' - 4 " 1 A-601 2 A-601 3 A-601 4 A-601 NURSE60 sq ft M / E65 sq ft LIBRARY140 sq ftOFFICE135 sq ft RR64 sq ft MED46 sq ft CLEANLINEN/UTILITY108 sq ft STAFFRR62 sq ft CL M / E64 sq ft STAFFBREAKROOM81 sq ft SOILED UTILITY49 sq ft JANITOR73 sq ft CLO KITCHEN333 sq ft SPA154 sq ft W/D W/D CLO COFFEE ACCESSIBLEDOUBLE450 sq ft ACCESSIBLE SINGLE UNIT347 sq ft- (1) UNITS TYPICALSINGLE RESIDENT ROOM314 sq ft- (13) UNITS WATER /RISER CLOSET DOUBLE RESIDENT ROOM472 sq ft- (1) UNIT - SERVING 14'-8" 14'-0" 6'-6 3/4"8'-11 1/4"6'-6" 9'- 1 0 1 / 2 " 1' - 6 " 21 ' - 6 " 23 ' - 0 " 5'-4"8'-8" 4' - 7 3 / 4 " 4' - 2 7 / 8 " 3'- 6 3 / 4 " 10 ' - 6 5 / 8 " 5'-5 7/8"9'-2 1/8" 3' - 6 " 21 ' - 6 " 20'-1 1/4" 9'-3 3/4"5'-1"5'-8 1/2" 25 ' - 0 " 5' - 8 3 / 4 " 4'- 1 0 3 / 4 " 2' - 4 " 12 ' - 0 1 / 2 " 4'- 5 7 / 8 " 20 ' - 7 1 / 8 " 6'-0"5'-7"5'-5 1/4"8'-8" 25'-8 1/4" 23 ' - 0 " 9'- 6 1 / 2 " 2' - 5 1 / 8 " 11 ' - 0 3 / 8 " 17'-0" 8' - 2 3 / 8 " 6'- 2 " 8'- 7 " 10 ' - 3 3 / 8 " 7'-8 3/8"14'-10" 9' - 4 " 5' - 4 " 8' - 1 " 2'- 5 3 / 8 " 3' - 1 0 " 4'- 0 " M / E65 sq ftSPA154 sq ft CL ACCESSIBLEDOUBLE RESIDENT ROOM454 sq ft- (1) UNIT - NURSE60 sq ft PUBLIC RESTROOM64 sq ft MED ROOM46 sq ft KITCHEN333 sq ft DISHWASHPANTRY COFFEE SINGLE NIGHTSTAND LINEN 36" X 48"SHOWER PTAC SINGLE NIGHTSTAND LINEN PTAC LINEN LINEN DR A W E R DR A W E R W.H. W.H. FURN. REACH-INREFRIG/FREEZER SINGLE DRESSER/TV NIGHTSTAND NIGHTSTAND LINEN LINEN FIREPLACE (W/ MANTEL) DRESSER/TV SINGLE NIGHTSTAND NIGHTSTAND SINGLE SINGLE DRESSER/TV DRESSER/TV DR E S S E R TV / F I R E P L A C E (W / M A N T E L ) DR E S S E R TV / F I R E P L A C E (W / M A N T E L ) FIREPLACE(W/ MANTEL) ICE(BELOW) DW DW R/FMICUNDER-COUNTEROVEN PANTRYCAB. RA N G E / HO O D HANDSINK CART 25 ' - 0 " 5'- 8 3 / 4 " 4' - 5 " 14 ' - 1 0 1 / 4 " 1/8" = 1'-0"1 FLOOR PLANNORTH Issue ID Issue Name Issue Date 77 - ELEVATIONS : Plotted on 6/17/25 at 3:13 PM - /Users/chrishogan/Public/Miller Projects/ 35261-Aspen Estates/Design Drawings and Data/Aspen Estates_DN1.pln © Copyright, Miller Architects & Builders, LLC DATE: CJH 35261 PROJ. NO. A-003 REVISIONS ED E N P R A I R I E , MI N N E S O T A 55 3 4 7 SHEET NO. DRAWN BY: AS P E N E S T A T E S AS S I S T E D L I V I N G - D E M E N T I A C A R E AZ T E C D R I V E SHEET TITLE ELEVATIONS 6/17/25 PR O J E C T S T A T U S - N O T F O R C O N S T R U C T I O N 100'-0" F.F. - FIRST FLOOR 109'-0" 110'-0" 112'-0" 17 ' - 6 " (B U I L D I N G H E I G H T , AV E R A G E O F H I G H E S T R O O F ) ADHERED STONE APPLICATION STONE SILL TRANSITION PREFINISHED METAL ROOF EDGE TRIM ASPHALT SHINGLE ROOF WHITE VINYL INSULATED WINDOW OPENINGS WITH LOW-E COATING WITH PAINTED CEMENT BOARD TRIM ANODIZED ALUMINUM STOREFRONT ENTRY FRAME AND DOORSPREFINISHED WOOD ENTRY CANOPY BEAM AND COLUMNS PAINTED, INSULATED HOLLOW METAL DOOR AND FRAME PAINTED FIBER CEMENT BOARD AND BATTEN SIDING PAINTED FIBER CEMENT BOARD TRIM, TYPICALPAINTED FIBER CEMENT BOARD TRIM, TYPICAL PREFINISHED METAL MECHANICAL LOUVER 12 12 12 6 TRUSS BRG (HIGH) TRUSS BRG (MED) TRUSS BRG (LOW) 100'-0" F.F. - FIRST FLOOR 109'-0" 110'-0" 112'-0" 17 ' - 6 " (B U I L D I N G H E I G H T , AV E R A G E O F H I G H E S T R O O F ) ADHERED STONE APPLICATION STONE SILL TRANSITION PREFINISHED METAL ROOF EDGE TRIM ASPHALT SHINGLE ROOF PAINTED FIBER CEMENT BOARD AND BATTEN SIDING PAINTED FIBER CEMENT BOARD AND BATTEN SIDING PAINTED FIBER CEMENT BOARD TRIM, TYPICAL PREFINISHED METAL MECHANICAL UNIT GRILL PAINTED FIBER CEMENT BOARD AND BATTEN SIDING PAINTED FIBER CEMENT BOARD TRIM, TYPICAL PREFINISHED METAL GUTTER AND DOWNSPOUT PAINTED FIBER CEMENT LAP SIDING ANODIZED ALUMINUM STOREFRONT ENTRY FRAME AND DOORS WHITE VINYL INSULATED WINDOW OPENINGS WITH LOW-E COATING WITH PAINTED CEMENT BOARD TRIM WHITE VINYL INSULATED WINDOW OPENINGS WITH LOW-E COATING WITH PAINTED CEMENT BOARD TRIM PREFINISHED METAL CAP FLASHING PREFINISHED METAL CONCEALED FASTENER SIDING PANELS STEEL GATE SUB-STRUCTURE 12 6 12 6 TRUSS BRG (HIGH) TRUSS BRG (MED) TRUSS BRG (LOW) 100'-0" F.F. - FIRST FLOOR 109'-0" 110'-0" 112'-0" 17 ' - 6 " (B U I L D I N G H E I G H T , AV E R A G E O F H I G H E S T R O O F ) ADHERED STONE APPLICATION STONE SILL TRANSITION PREFINISHED METAL ROOF EDGE TRIM ASPHALT SHINGLE ROOF PAINTED FIBER CEMENT BOARD AND BATTEN SIDING PAINTED FIBER CEMENT BOARD AND BATTEN SIDING PAINTED FIBER CEMENT BOARD TRIM, TYPICAL PAINTED FIBER CEMENT LAP SIDING PAINTED FIBER CEMENT TRIM, TYPICAL PREFINISHED INSULATED OVERHEAD DOOR PREFINISHED METAL GUTTER AND DOWNSPOUT WHITE VINYL INSULATED WINDOW OPENINGS WITH LOW-E COATING WITH PAINTED CEMENT BOARD TRIM 12 4 12 4 12 4TRUSS BRG (HIGH) TRUSS BRG (MED) TRUSS BRG (LOW) 100'-0" F.F. - FIRST FLOOR 109'-0" 110'-0" 112'-0" 17 ' - 6 " (B U I L D I N G H E I G H T , AV E R A G E O F H I G H E S T R O O F ) ADHERED STONE APPLICATION STONE SILL TRANSITION PREFINISHED METAL ROOF EDGE TRIM ASPHALT SHINGLE ROOF PAINTED FIBER CEMENT BOARD AND BATTEN SIDING PAINTED FIBER CEMENT BOARD AND BATTEN SIDING PAINTED FIBER CEMENT BOARD TRIM, TYPICAL PREFINISHED METAL MECHANICAL UNIT GRILL PREFINISHED METAL GUTTER AND DOWNSPOUT PAINTED FIBER CEMENT LAP SIDING WHITE VINYL INSULATED WINDOW OPENINGS WITH LOW-E COATING WITH PAINTED CEMENT BOARD TRIM 12 4 12 4 TRUSS BRG (HIGH) TRUSS BRG (MED) TRUSS BRG (LOW) 1/8" = 1'-0"1 WEST BUILDING ELEVATION 1/8" = 1'-0"4 EAST BUILDING ELEVATION 1/8" = 1'-0"2 SOUTH BUILDING ELEVATION 1/8" = 1'-0"3 NORTH BUILDING ELEVATION STONE FIBER CEMENT BOARD AND BATTEN SIDING / TRIMFIBER CEMENT LAP SIDING / TRIM WOOD TRUSS / BEAM GLAZING / GLAZED OPENINGSPAINTED METAL DOOR / OPENING 1,247 SF 916 SF0 14 SF 361 SF57 SF 48.1% 35.3%0 0.5% 13.9%2.2% MATERIAL PERCENTAGES TOTAL 2,595 SF 100% STONE FIBER CEMENT BOARD AND BATTEN SIDING / TRIM FIBER CEMENT LAP SIDING / TRIM WOOD TRUSS / BEAM GLAZING / GLAZED OPENINGS PAINTED METAL DOOR / OPENING 628 SF 595 SF 158 SF 0 51 SF 81 SF 41.5% 39.3% 10.4% 0 3.4% 5.4% MATERIAL PERCENTAGES TOTAL 1,513 SF 100% STONE FIBER CEMENT BOARD AND BATTEN SIDING / TRIM FIBER CEMENT LAP SIDING / TRIM WOOD TRUSS / BEAM GLAZING / GLAZED OPENINGS PAINTED METAL DOOR / OPENING 706 SF 652 SF 110 SF 0 55 SF 5 SF 46.2% 42.7% 7.2% 0 3.6% 0.3% MATERIAL PERCENTAGES TOTAL 1,528 SF 100% STONE FIBER CEMENT BOARD AND BATTEN SIDING / TRIM FIBER CEMENT LAP SIDING / TRIM WOOD TRUSS / BEAMGLAZING / GLAZED OPENINGS PAINTED METAL DOOR / OPENING 840 SF 842 SF 130 SF 36 SF238 SF 147 SF 37.6% 37.7% 5.8% 1.6%10.7% 6.6% MATERIAL PERCENTAGES TOTAL 2,233 SF 100% Issue ID Issue Name Issue Date 78 - EXTERIOR RENDERINGS : Plotted on 6/17/25 at 3:52 PM - /Users/chrishogan/Public/Miller Projects/ 35261-Aspen Estates/Design Drawings and Data/Aspen Estates_DN1.pln © Copyright, Miller Architects & Builders, LLC DATE: CJH 35261 PROJ. NO. A-004 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of MINNESOTA. REVISIONS __________________________________ Signature : Reg. No. : 46983 Christopher J. Hogan ED E N P R A I R I E , MI N N E S O T A 55 3 4 7 Date : 04/10/2025 SHEET NO. DRAWN BY: AS P E N E S T A T E S AS S I S T E D L I V I N G - D E M E N T I A C A R E AZ T E C D R I V E SHEET TITLE EXTERIOR RENDERINGS 6/17/25 PR O J E C T S T A T U S - N O T F O R C O N S T R U C T I O N FRONT ENTRY PERSPECTIVE - WEST/ASPEN DRIVE FRONT ENTRY PERSPECTIVE - NORTHWEST/ASPEN DRIVE FRONT ENTRY PERSPECTIVE - SOUTHWEST/ASPEN DRIVE PATIO PERSPECTIVE - NORTHEAST PATIO PERSPECTIVE - EAST PATIO PERSPECTIVE - SOUTHEAST