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HomeMy WebLinkAboutPlanning Commission - 06/27/2022AGENDA EDEN PRAIRIE PLANNING COMMISSION Monday, June 27, 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; Jeremy Barnhart, City Planner; Rod Rue, City Engineer; Matt Bourne, Manager of Parks, and Natural Resources I. CALL THE MEETING TO ORDER II. PLEDGE OF ALLEGIANCE -- ROLL CALL III. APPROVAL OF AGENDA IV. MINUTES A. Approval of the Minutes for the June 13, 2022, meeting V. PUBLIC HEARINGS A. EDEN PRAIRIE MULTI FAMILY 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 VI. PLANNERS’ REPORT VII. MEMBERS’ REPORTS VIII. ADJOURNMENT UNAPPROVED MINUTES EDEN PRAIRIE PLANNING COMMISSION MONDAY, JUNE 13, 2022 7:00 PM—CITY CENTER Council Chambers 8080 Mitchell Road COMMISSION MEMBERS: John Kirk, Frank Sherwood, Andrew Pieper, Ed Farr, Rachel Markos, Carole Mette, William Gooding, Robert Taylor, Dan Grote CITY STAFF: Julie Klima, Community Development Director; Rod Rue, City Engineer; Matt Bourne, Parks & Natural Resources Manager Kristin Harley, Recording Secretary I. CALL THE MEETING TO ORDER Chair Pieper called the meeting to order at 7:00 p.m. II. PLEDGE OF ALLEGIANCE – ROLL CALL Absent were commission members Mette, Grote, and Markos. III. APPROVAL OF AGENDA MOTION: Taylor moved, seconded by Kirk to approve the agenda. MOTION CARRIED 6-0. IV. MINUTES MOTION: Gooding moved, seconded by Farr to approve the minutes of May 9, 2022. MOTION CARRIED 6-0. V. PUBLIC HEARINGS A. TRICAM INDUSTRIES Located at: 7677 Equitable Drive 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 Ryan Schroeder, architect, displayed a PowerPoint and presented the application. Tricam Industries wished to construct a 2,625 square foot office space in addition PLANNING COMMISSION MINUTES June 13, 2022 Page 2 to the existing 33,681 square foot office space. Tricam specialized in the design, engineering, marketing and manufacturing of hardlines products (such as stools ladders, garden carts, and cargo management solutions). The development would include the addition of an underground stormwater storage and infiltration system, enhanced landscaping, and a new overhead delivery door. Schroeder displayed the existing site plan and explained the parking would generally remain the same, with additional office space being constructed in the southeast corner of the lot. The proposed site plan showed the 2,625 addition being constructed at the site of the current front patio. Three parking stalls would be eliminated for the drive-in door but three other parking stalls would be added elsewhere. Accessible stalls would be expanded and regraded to meet code requirements. The current zoning would not change. All existing utilities would remain, and the proposal complied with required setbacks, and landscaping would be incorporated, with 18 more trees than required being planted. The existing berm would remain. The applicant was seeking a proposed PUD waiver of parking count, 54 stalls on site, reduced from the required 79 parking spaces. Only 47 employees were anticipated to be onsite in the future, and with five warehouse staff, Tricam would have a total of 52 staff in the building at maximum shift. Office staff would work in a hybrid environment which reduced the need for parking. The proposed building addition would be mostly brick and glass, with some composite accent materials and black anodized aluminum for the doorways. All materials met the City’s ordinance. Schroeder displayed the Site Plan and the elevations. Farr asked if the bottom elevation would retain the pattern on the west wall. Schroeder replied the plan was to bring the stain back to that vertical element to continue the pattern. Klima presented the planner’s report. The applicant proposed to construct approximately 2,500 square feet of additional office space on the existing property. There were no zoning or Comprehensive Plan changes. Building materials and landscaping requirements were met and exceeded by the application. The applicant was requesting a parking waiver to reduce the number of parking stalls. Staff worked with the applicant and after exhausting other options a waiver was requested. Staff recommended approval. PLANNING COMMISSION MINUTES June 13, 2022 Page 3 Farr asked where the PUD district would be, and if it would be larger than this lot. Klima replied the PUD would be limited to this property. Farr asked for and received confirmation no other property owner would be affected by the development being considered here. Farr asked if the approvals sought tonight were permanent or if they expired upon the departure of the tenant, should that happen. Klima replied the development agreement would have to be signed by both the property owner and the applicant. The approvals would remain in place for subsequent owners and tenants. Farr asked for and received clarification the reduced number of parking stalls would therefore be permanent. MOTION: Sherwood moved, seconded by Gooding to close the public hearing. Motion carried 6-0. Kirk complimented Farr for raising the parking issue for clarification, since it could affect future tenants. He found the development to be straightforward and supported it. Farr stated he found this to be an outstanding development. The building was well-screened with mature landscaping and found this an excellent way to improve the property and keep the tenant in Eden Prairie. Pieper noted more trees would be added and the water drainage improved. Taylor commended the applicants for coming forward with a development that accommodated its continued growth. MOTION: Kirk moved, seconded by Gooding to recommend approval of the Planned Unit Development Concept Review on 3.24 acres, the Planned Unit Development Amendment on 3.24 acres, and the Site Plan Review on 3.24 acres based on the conditions in plans stamp dated May 2, 2022, and the staff report June 13, 2022. 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 7:16 p.m. STAFF REPORT TO: Planning Commission FROM: Beth Novak-Krebs, Senior Planner DATE: June 23, 2022 SUBJECT: Eden Prairie Multifamily LOCATION: Northwest Corner of the Intersection of Valley View Road and Topview Road REQUEST: • 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 BACKGROUND The applicant is seeking approval to construct a 211-unit multifamily apartment building on a 7- acre property located in the northwest quadrant of the intersection of Valley View Road and Topview Road. The property is undeveloped. The site has rolling topography, a wetland area, and wooded areas. Surrounding uses include commercial to the west and south, a church and single family residential to the north and single family residential to the east. The proposed building is 5 stories with one level of underground parking. The project also includes some surface parking. The proposal includes alcove (studio) units, 1-bedroom, and 2-bedroom units. In addition, there are interior amenities such as a club room, fitness center, game room, co-working space and exterior amenities such as a pool, outdoor dining areas, fire pit lounge, bocce ball court, dog run, etc. Staff Report – Eden Prairie Multifamily Page 2 2 COMPREHENSIVE PLAN AMENDMENT The property is currently guided Office in the Aspire 2040 Comprehensive Plan. The applicant is requesting an amendment of the Comprehensive Plan to reguide the property to Medium High Density Residential, which allows 14 to 40 units per acre. The density of the project is proposed at 30 units per acre. The property is currently zoned Rural. The applicant is requesting to rezone the property to RM-2.5. Provided the Comprehensive Plan Amendment is approved, the RM-2.5 zoning would be consistent with the Comprehensive Plan. Current Guiding - Office Proposed Guiding – Medium High Density Res Current Zoning - Rural Proposed Zoning – RM-2.5 Staff Report – Eden Prairie Multifamily Page 3 3 SITE PLAN The building is aligned along Valley View Road with a section extending to the north. The surface parking is located between the Valley View Road and the building. Access to the site is on Valley View Road and includes right-in and right- out turning movements only because there is a median in Valley View Road. There is not access to the Site from Topview Road. The proposal includes a small break in the median for emergency vehicle only. This allows emergency vehicles to enter the site while traveling eastbound to avoid having to do a u-turn at the intersection. There are exterior amenities on the west, east and north sides of the building with walking paths connecting all of them. There is an access drive around the east side of the building for Fire Department access to the back of the building. There is an existing wetland in the west central portion of the site. A stormwater facility is proposed in the southwest corner of the site. PARKING City Code requires 1 parking stall per alcove or studio unit and 2 stalls for the 1-bedroom and 2-bedroom units. There are 34 alcove units and 177 one- and two-bedroom units. The proposal requires 34 parking stalls for the alcove units and 354 parking stalls for the remaining units for a total requirement of 388 parking stalls. The proposal includes 99 underground parking stalls and 153 surface parking stalls for a total of 252 parking stalls. With the parking stalls for the alcove units accounted for, the plan provides 218 stalls for the 1-bedroom and 2-bedroom units. Therefore; the proposed parking is deficient by 136 stalls. The parking ratio for the 1- and 2-bedroom units is 1.23 parking stalls per unit rather than the required 2 parking stalls per unit. The applicant is requesting a waiver to allow parking at 1.23 stalls per unit for the 1- and 2-bedroom units. There have been parking waivers approved for recent multifamily projects. The parking waivers for those Staff Report – Eden Prairie Multifamily Page 4 4 projects are at 1.6 parking stalls per unit or higher. The following table summarizes the approved parking waivers for recent multifamily projects. The applicant submitted the following table in support of the requested parking waiver. Based on occupancy data for 4 of the applicant’s existing projects, the table shows the number of parking stalls that are typically needed for each unit type. Except for the 3-bedroom units in one of the projects, the parking need for each of the unit types is less than 2. As outlined in the table, the Eden Prairie Multifamily project includes 34 alcove units, 98 one-bedroom units and 79 two-bedroom units. Parking Averages based on Occupancy Data Property 1 Property 2 Property 3 Property 4 Average EPMF Units EPMF Parking Bloomington Edina Minnetonka Woodbury (A) (B) (C=A*B) Total Parking Ratio (Stalls/Unit) Studio 0.86 0.50 0.68 34 23 1 Bed 1.11 0.77 1.26 0.82 0.99 98 97 2 Bed 1.57 1.26 1.45 1.24 1.38 79 109 3 Bed 1.83 1.20 2.40 1.00 1.61 0 0 Total required parking based on occupancy data 229 Total proposed parking (does not include 70 leased parking stalls next door) 252 Using 1 parking stall for the alcove units and 1 parking stall for the 1-bedroom units for the Eden Prairie Multifamily project, leaves 1.52 parking stalls for the 2-bedroom units. This number is greater than most of the 2-bedroom numbers in the table above. Project Name # of Units Density Units/acre # of Parking Stalls Required # of Parking Stalls Provided Approved Parking Ratio Martin Blu 192 61.83 346 Based on 1 stall per efficiency unit approved through a waiver and 2 stalls per unit for other units 330 This includes 24 proof of parking stalls 1 stall per efficiency unit (38) – 1.89 stalls for the remaining units Applewood Point 100 25.8 200 Based on 2 stalls per unit 162 1.62 stalls per unit Paravel 245 49.3 490 Based on 2 stalls per unit 425 1.73 stalls per unit The Ellie 239 37 439 Based on 1 stall per studio and 2 stalls per unit for other units 404 1 stall per studio unit (39) 1.8 stalls for the remaining units Trail Pointe Ridge 58 29 116 Based on 2 stalls per unit 116 Meets the requirement of 2.0 EP Multifamily 211 30 388 Based on 1 stall per alcove unit and 2 stalls per unit for the other units 252 proposed 1 stall per alcove unit (34) 1.23 proposed for the remaining units Staff Report – Eden Prairie Multifamily Page 5 5 If the parking were to prove to be insufficient, this project has few options to address the issue. Parking is not allowed on the adjacent streets, due to site conditions, there is not area for construction of proof of parking, and the closest bus stop is at the corner of Prairie Center Drive and Valley View Road, which is over ¼ mile from the front door of apartment building. Developer’s Proposed Solutions The applicant is proposing the following approaches to address parking and staff comments follow each approach in italics: 1. The owner/manager of the multifamily project agrees to limit resident parking leases to not exceed available resident parking capacity on-site. The renter pays for a specific numbered stall. The owner/manager would submit ongoing parking compliance reports to the City concurrent with Inclusionary Housing compliance reports. With this approach, depending on the demand, the parking stalls could all be leased before all of the units are leased leaving some units without a parking lease. It would be difficult to live in this location without a car. This project includes affordable units and these units should be available for lease regardless of parking availability. Staff recommends that the applicant provide one parking lease for each unit and distribute the remaining 41 stalls as appropriate. This would guarantee that all of the units have at least one parking stall. 2. If contingency plan #1 fails, owner/manager would show proof of a perpetual parking lease agreement for overflow parking of approximately 70 stalls with the adjacent office property located at 12986 Valley View Road, Eden Prairie. Though this would be beneficial, it is not a permanent option for apartment residents. The agreement would be private and could be subject to change. This option may be appropriate for short term visitor parking, but problematic for resident parking. The southern boundary of the adjacent parking lot is a little less than ¼ mile from the front door of the proposed building. It is unreasonable to expect residents to walk that far to their car especially in the winter. Creating a shorter pedestrian route between the two properties is not possible because the area between the lots is low and wet. Providing resident parking on the adjacent property would be inefficient for residents who use their cars frequently. In addition, the office building requires 315 parking stalls and there are 315 parking stalls on the site. There is not a surplus of parking stalls on the office lot. The required parking stalls should be available to the office users during normal business hours. Even if the parking lot is not full during normal business hours, there could be changes in the uses in the building that have different parking needs. Allowing residents to park on the office property would mean residents would have to move their car during the day. Not all residents will work during the day and there is no alternate parking during the day. The applicant indicated that the proposal includes 10 visitor parking stalls near the main Staff Report – Eden Prairie Multifamily Page 6 6 entrance to the building. This results in 10 less parking stalls on the site for residents. It is reasonable to locate visitor parking on the adjacent office property and maximize resident parking on the site. Visitors would generally be parked on the office property on evenings and weekends when the offices are closed. 3. If contingency plan #1 and #2 both fail, owner/manager to propose and implement a design for added parking capacity on-site that complies with City approvals process at such time. There is no room for additional surface parking on the site. This option would require the applicant to construct additional parking on the site, which may include a parking ramp, to provide adequate parking capacity. Potential Alternatives One potential alternative to increase the parking ratio to 1.6 or more is to reduce the number of units. The applicant has increased the number of alcove units from 26 to 34. However, this increased the ratio by only .01. A second alternative to increase the parking ratio to 1.6 or more is to use the first level of the building for additional parking and add another story onto the building making it a 6-story building. This would increase the height waiver from 64.75 feet to 75.25 feet. This alternative has not been explored to understand impacts to design or soil conditions. Staff Recommendations After reviewing the options provided by the applicant, staff recommends that the applicant provide the visitor parking on the adjacent office property through a perpetual lease with the adjacent office property owner to maximize resident parking on the project site. The applicant should provide at least one parking lease per unit with the remaining 41 parking stalls allocated by the applicant as appropriate. The parking leases shall not exceed the number of parking stalls provided on the property. If parking becomes an issue and residents begin parking on adjacent office and/or commercial properties or on the street, the applicant will be required to construct parking, which may include structured parking, to provide adequate parking capacity. The Development Agreement would include language to address these recommendations. LANDSCAPING AND TREE REPLACEMENT The project requires 650 caliper inches of landscaping. The Landscaping Plan includes 650 caliper inches, which complies with the requirements. The landscaping includes foundation plantings, parking lot screening, parking lot island plantings, and plantings in and around the outdoor amenity spaces. The plan includes a variety of trees, shrubs, perennials and ornamental grasses. The selection of perennials and shrubs will provide flowering from spring through fall. The flower colors include white, yellow, orange, purple and pink. The project requires 140 caliper inches of Tree Replacement. The Landscaping Plan includes 77 caliper inches beyond what is required for landscaping. Applying the 77 caliper inches toward Tree Replacement still leaves a deficit for Tree Replacement. In order to comply with the tree replacement, the applicant is Staff Report – Eden Prairie Multifamily Page 7 7 proposing to pay the fee in lieu of tree replacement for 63 caliper inches. INCLUSIONARY HOUSING Ryan Companies has requested tax increment financing (TIF) to close a financial gap for the project, and staff has worked with the City’s municipal financial advisor to determine a maximum TIF amount. Consistent with TIF statutory requirements, the applicant is proposing at least 20% of units affordable to households earning 50% or less of the area median income (AMI). Under the City’s Inclusionary Housing (IH) Ordinance any project receiving TIF assistance must also provide an additional 5% affordable to households at or below 80% of AMI in perpetuity. The applicant is complying with the IH requirement. Affordable units must match market rate units and be equitably spread among bedroom types and location within the building. BUILDING ARCHITECTURE The building is 5-stories with a sloped roof. The main entry for the building faces Valley View Road and it is accentuated by a motor court and entry plaza. The building is designed with recesses and projections, color variations, and a variety of material that provides visual variety. The applicant has provided a mix of building material and articulation that visually creates a base, middle and top. The brick along the first level of the building unifies all of the facades. Brick and glass are used on all sides of the building with varying percentages of fiber cement siding. Although fiber cement siding is considered a Class I building material in the RM-2.5 Zoning District, staff encouraged the applicant to increase the amount of brick on the building. Brick projects a feeling of permanence, quality, and timelessness. After several conversations with the applicant and several changes to the plans, the overall percentage of brick on the building was increased from 8% on the original submittal to 17% on the most current submittal. Staff Report – Eden Prairie Multifamily Page 8 8 USABLE OPEN SPACE The project complies with the usable open space requirements. City Code requires 150 square feet of usable open space per unit and the proposal provides 152 square feet per unit. The project includes interior amenities such as a club room, fitness center, game room, co-working space and exterior amenities such as a pool, dining areas, fit pit lounge, bocce ball court, dog run, etc. These areas can be used for socializing and recreating. DRAINAGE The Eden Prairie Multifamily site is treating its stormwater through an infiltration basin in the southwest corner of the site. Given the site soils are variable and challenging, the Developer plans to over-excavate and perform soil corrections within the footprint of the infiltration basin. The proposed development also utilizes the existing central low area on the site to control stormwater discharge rates and provide pretreatment of runoff discharged to the existing wetland to the west. The existing wetland on the west central portion of the property (ID 11-32-B) and its buffers will be placed within a conservation easement. The applicant is complying with City wetland buffer requirements. The Development does exceed the maximum of ten percent encroachment within the wetland buffer setback. The majority of the encroachment within the setback is a trail and a waiver has been requested. LIGHTING The proposal includes 7 pole lights illuminating the parking lot. In addition, the plan includes a number of wall packs on the building providing lighting at the main entrance, the entrance to the underground parking, other exits/entrances to the building and other strategic locations. The lighting complies with the City’s requirements. The project does not include exterior light fixtures on the balconies or the patios. SIDEWALKS AND TRAILS There is an existing sidewalk along the north side of Valley View Road and along the east side of Topview Road. The project includes connections to the public sidewalk system that lead to the commercial areas to the south and beyond. The proposed trail system around the building connects to the public sidewalk along Valley View Road at the west side of the stormwater facility. The proposed sidewalk along the south side of the parking lot connects to the public sidewalk along Valley View Road east of the driveway to the site. TRAFFIC A traffic analysis was prepared for the proposed project. Based on the proposed units, the residential development is expected to generate 78 a.m. peak hour and 83 p.m. peak hour trips and 962 daily site trips. The 2024 build condition intersection capacity analysis indicates that all study intersections (Valley View Road intersecting with Topview Road, Prairie Center Drive and the Home Depot/Strip Mall access) operate at overall levels of service C or better during weekday a.m. and p.m. peak hours. The same level of service as was currently observed. Also, no significant queues or side-street delays are expected. Staff Report – Eden Prairie Multifamily Page 9 9 The development is proposing a single right-in/right-out access on Valley View Road approximately 670 feet west of the Topview/Plaza Dr intersection, which does meet Hennepin County’s intersection spacing criteria. Due to the single access point, site distances were reviewed and determined to be adequate for u-turn movements at adjacent intersections assuming no opposing left turn large trucks or other blockages. Additional eastbound protected phasing for could be provided at the Topview Rd signal if delay issues persist. One other accommodation made with the single access point was to add a median opening for emergency services on Valley View Rd. SIGNS The applicant is proposing a free-standing sign near the entrance into the site and a sign on the canopy over the main entrance into the building. City Code allows one wall sign per building not to exceed 6 square feet in the residential zoning districts. The proposal includes a sign on the canopy above the main entrance that measures 12 square feet. City Code also allows one free-standing sign per entrance into the site not to exceed 32 square feet. The applicant is proposing a free-standing sign near the entrance into the site measuring 21.2 square feet, which is 10.8 square feet less than allowed by code. The applicant is requesting a waiver to allow the wall sign to be 6 square feet larger because the free-standing sign is 10.8 square feet smaller than allowed and the overall square footage between the two signs 33.2 square feet, which is less than the total allowable 38 square feet. In the past, the City has been flexible in the application of sign size allowances when maintaining and redistributing the overall sign area allowed on a site. 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. Density from 17.4 units per acre to 30 units per acre. City Code allows a maximum density of 17.4 units per acre in the RM-2.5 Zoning District. The applicant is proposing 211 units. Using the current size of the site (7.01 acres), the density is 30 units per acre. The density is appropriate for this site and is consistent with the requested Comprehensive Plan amendment. There are commercial and office uses to the south and west of the proposed project. The project would serve as a transition to the single family uses to the north. The building is positioned on the south side of the site with a natural vegetation buffer along the north property line between the building and the single family uses to the north. 2. Building Height from 45 feet to 64.76 feet. City Code allows a maximum height of 45 feet in the RM-2.5 Zoning District. The proposed building height is 64.75 feet. The site is low on the south side where the building is proposed and the topography rises in the back nearly 30 feet up to Topview Road and 20 feet to the rear property line. The impact of the additional height is mitigated Staff Report – Eden Prairie Multifamily Page 10 10 by the topography on the site. 3. Total Parking Stalls from 388 to 252 and Covered Parking Stalls from 194 to 99 City Code requires 1 parking stall per studio unit and 2 stalls for the 1-bedroom and 2- bedroom units. There are 34 studio units. The proposal includes 34 parking stalls for the studio units. There are 177 1-bedroom and 2-bedroom units. At 2 stalls per unit, the proposal requires 354 additional stalls. The plan includes only an additional 218 stalls. The parking provided is 136 stalls less than required. This equates to 1.23 parking stalls for the 1-bedroom and 2-bedroom units rather than 2 stalls per unit. The waiver is conditioned on the applicant complying with the following staff recommendations. The applicant must provide the visitor parking on the adjacent office property through a perpetual lease with the adjacent office property owner. The applicant must provide at least one parking lease per unit with the remaining 41 parking stalls allocated by the applicant as appropriate. The parking leases shall not exceed the number of parking stalls provided on the property. If parking becomes an issue and residents begin parking on adjacent office and/or commercial properties or on the street, the applicant will be required to construct parking, which may include structured parking, to provide adequate parking capacity. 4. Wall Sign from 6 Square Feet to 12 Square Feet City Code allows one wall sign per building not to exceed 6 square feet in the residential zoning districts. The proposal includes a sign on the canopy above the main entrance that measures 12 square feet. The project also includes a free-standing sign that is 21.2 square feet, which is 10.8 square feet less than the allowable 32 square feet. The waiver request is to allow a redistribution of 6 square feet from the free-standing sign to the wall sign. The waiver allows a 12 square foot wall sign and limits the maximum allowable sign area for the monument sign to 26 square feet. 5. Wetland Structure Setback Encroachment from 10% to 21%. City Code allows a maximum 10% encroachment into the wetland structure setback. The applicant is proposing a 4 foot wide compacted granite chip path with polymers or similar adhesives to provide an accessible path around the northwest side of the building. The path is required by building code and allows accessible access to the right-of-way in case of an emergency. The path will be impervious. Therefore, the path requires a waiver for an encroachment beyond 10%. 6. Off-Site Parking City Code Section 11.03 Subd. 3 H. 5. (d) requires off-street parking facilities to be on the same parcel of land as the structure they are intended to serve.The applicant has been working with the property owner to the west secure additional parking. This waiver accommodates the ability to provide visitor parking off site to maximize resident parking on site. NEIGHBORHOOD MEETING The applicant held a neighborhood meeting on May 18, 2022. One neighbor attended the meeting and shared positive comments. Staff Report – Eden Prairie Multifamily Page 11 11 SUSTAINABILITY The applicant will be incorporating a number of sustainable elements into the project as detailed in the attached Sustainable Features Analysis. Some of the features from the analysis include: • bike racks with secure storage, • energy efficient lighting, • energy star appliances, • low-flow and WaterSense fixtures, • solar ready with conduit to facilitate future solar installation • 89 EV capable parking stalls. Staff recommends that 4 of the EV stalls be fully equipped with EV charging infrastructure and be fully operational at time of occupancy. This will be covered in the development agreement. STAFF RECOMMENDATION Recommend approval of the following requests: • 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 This is based on plans stamp dated June 1, 2022 and the following conditions: 1. Prior to the 1st reading by the City Council, the applicant shall: A. Revise the Overall Site Tree Landscaping Plan to include the symbols on the plan. B. The Plan must be revised to show potential location options for structured parking. 2. Prior to release of the final plat, the applicant shall: A. Sign special assessment agreement for City trunk sewer and water assessment fees. B. Provide a copy of an executed perpetual parking agreement for visitor parking on the adjacent office property to the west. 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. • Ins ertion 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 shall: A. Submit detailed utility and erosion control plans for review and approval by the City Staff Report – Eden Prairie Multifamily Page 12 12 Engineer. B. Obtain and provide documentation of Watershed District approval. C. Notify the City and Watershed District 48 hours in advance of grading. D. Install erosion control at the grading limits of the property for review and approval by the City. E. Submit a landscaping letter of credit or escrow equivalent to 150% of the cost of the landscaping. F. Developer shall make a cash payment for Tree Replacement as provided by City Code. G. Developer must obtain a building permit for retaining wall construction from the City for any retaining walls greater than four feet in height. H. Obtain design approval and a permit from Hennepin County for the construction of the break in the median. I. Submit a land alteration bond, letter of credit, or escrow surety equivalent to 125% of the cost of the alteration. 4. Prior to building permit issuance for the property, the proponent shall: 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. C. Submit construction plans and project specifications for public infrastructure for review and approval by the City Engineer. 5. The following waivers are granted through the PUD for the project as indicated in the plans stamp dated June 1, 2022. A. Density from 17.4 units per acre to 30 units per acre. City Code allows a maximum density of 17.4 units per acre in the RM-2.5 Zoning District. The applicant is proposing 211 units. Using the current size of the site (7.01 acres), the density is 30 units per acre. The density is appropriate for this site and is consistent with the requested Comprehensive Plan amendment. There are commercial and office uses to the south and west of the proposed project. The project would serve as a transition to the single family uses to the north. The building is positioned on the south side of the site with a natural vegetation buffer along the north property line between the building and the single family uses to the north. B. Building Height from 45 feet to 64.76 feet. City Code allows a maximum height of 45 feet in the RM-2.5 Zoning District. The proposed building height is 64.75 feet. The site is low on the south side where the building is proposed and the topography rises in the back nearly 30 feet up to Topview Road and 20 feet to the rear property line. The impact of the additional height is mitigated by the topography on the site. C. Total Parking Stalls from 388 to 252 and Covered Parking Stalls from 194 to 99 City Code requires 1 parking stall per studio unit and 2 stalls for the 1-bedroom and 2- bedroom units. There are 34 studio units. The proposal includes 34 parking stalls for the Staff Report – Eden Prairie Multifamily Page 13 13 studio units. There are 177 1-bedroom and 2-bedroom units. At 2 stalls per unit, the proposal requires 354 additional stalls. The plan includes only an additional 218 stalls. The parking provided is 136 stalls less than required. This equates to 1.23 parking stalls for the 1-bedroom and 2 bedroom units rather than 2 stalls per unit. The waiver is conditioned on the applicant complying with the following staff recommendations. The applicant must provide the visitor parking on the adjacent office property through a perpetual lease with the adjacent office property owner. The applicant must provide at least one parking lease per unit with the remaining 41 parking stalls allocated by the applicant as appropriate. The parking leases shall not exceed the number of parking stalls provided on the property. If parking becomes an issue and residents begin parking on adjacent office and/or commercial properties or on the street, the applicant will be required to construct parking, which may include structured parking, to provide adequate parking capacity. D. Wall Sign from 6 Square Feet to 12 Square Feet City Code allows one wall sign per building not to exceed 6 square feet in the residential zoning districts. The proposal includes a sign on the canopy above the main entrance that measures 12 square feet. The project also includes a free-standing sign that is 21.2 square feet, which is 10.8 square feet less than the allowable 32 square feet. The waiver request is to allow a redistribution of 6 square feet from the free-standing sign to the wall sign. The waiver allows a 12 square foot wall sign and limits the maximum allowable sign area for the monument sign to 26 square feet. E. Wetland Structure Setback Encroachment from 10% to 21%. City Code allows a maximum 10% encroachment into the wetland structure setback. The applicant is proposing a 4 foot wide compacted granite chip path with polymers or similar adhesives to provide an accessible path around the northwest side of the building. The path is required by building code and allows accessible access to the right-of-way in case of an emergency. The path will be impervious. Therefore, the path requires a waiver for an encroachment beyond 10%. F. Off-Site Parking City Code Section 11.03 Subd. 3 H. 5. (d) requires off-street parking facilities to be on the same parcel of land as the structure they are intended to serve. The applicant has been working with the property owner to the west secure additional parking. This waiver accommodates the ability to provide visitor parking off site to maximize resident parking on site. DISCLAIMER: The City of Eden Prairie does not warrant the accuracy nor the correctnessof the information contained in this map. It is your responsibility to verify the accuracyof this information. In no event will The City of Eden Prairie be liable for any damages,including loss of business, lost profits, business interruption, loss of business informationor other pecuniary loss that might arise from the use of this map or the information itcontains. Map information is believed to be accurate but accuracy is not guaranteed.Any errors or omissions should be reported to The City of Eden Prairie. *Any aerial photography and parcel geometry wasobtained from Hennepin County and allusers are bound by the express written contract between Hennepin County and the Cityof Eden Prairie. F1:2,400Scale: 0 0.050.025Miles Miles 0 290145FeetFeet Project Site Eden Prairie Multifamily Valley View Road and Topview Road R A M PPLAZA D R VALLEY VIEW RD U S H IG H W A Y 2 1 2 ROBERTS DR I NTERSTATE 494PRAIRIE CENTER DRSCOT TER T O P V I E W R DSTEWART DRR A M P RAMPRAMPVA L L E Y V I E W R D RAMPR A M P U S H IG H W A Y 2 1 2 City of Eden Prairie Land Use Guide Plan Map 2010-2040 ¯ DISCLAIMER: The City of Eden Prairie does not warrant the accuracy nor the correctness of the information contained in this map. It is your responsibility to verify the accuracyof this information. In no event w ill The City of Eden Prairie be liable for any damages, including loss of business, lost profits, business interruption, loss of business informationor other pecuniary loss that might arise from the use of this map or the information it contains. Map information is believed to be accurate but accuracy is not guaranteed.Any errors or omissions should be reported to The City of Eden Prairie. M:\GIS\Users\Departments\CommDev\Themes\Shapes\Zoning and all other land use information\OfficialMaps\OfficialGuidePlan.mxd Map w as Updated/Created: April 18, 2008 Rural Low Density Residential Medium D ensity Residential Medium H igh Density Residential High Density Residential Mixed-Use Town C enter Transit-Oriented Development Regional Commercial Commercial Office Industrial Flex Tech Flex Service Eco Innovation Industrial Airport Public / Semi-Public Parks & Open Space Golf Course Utility & R ailroad Right-of-Way CityLimits 470 0 470235 Feet Date Approved: 10-01-2019 Current Guide Plan Map: Eden Prairie MultifamilyAddress: NW Corner of Intersection of Valley View and TopviewEden Prairie, Minnesota 55344 Project Site City of Eden Prairie Zoning Map In case of discrepency related to a zoning classification on this zoning map, the Ordinance and attached legal description on file at Eden Prairie City C enter w ill prevail. ¯ Shoreland Management Classifications 100 - Year Floodplain Natural Environment Waters Recreational Development Waters General Development Waters (Creeks Only)GD NE RD Up dated through approve d Ordin ances #26-2008 Ordinan ce #33 -2001 (BFI Additio n) approve d, but not shown on th is map edition Date: March 1, 2009 0 0.150.0 75 Miles DISCLAIMER: The City of Eden Prairie does not warrant the accuracy nor the correctness of the information contained in this map. It is your responsibility to verify the accuracyof this information. In no event will The City of Eden Prairie be liable for any damages, including loss of business, lost profits, business interruption, loss of business informationor other pecuniary loss that might arise from the use of this map or the information it contains. Map information is believed to be accurate but accuracy is not guaranteed. Any errors or omissions should be reported to T he City of Eden Prairie.M:\GIS\Users\Departments\CommDev\Themes\Shapes\Zoning and all other land use information\OfficialMaps\OfficialZoning.mxd Map was Updated/Created: June 11, 2008 Current Zoning Map:Eden Prairie MultifamilyAddress: NW Quadrant of Intersection of Valley View and TopviewEden Prairie, MN 55344 <all other values> Rura l R1-4 4 One Family- 44,000 sf. min. R1-2 2 One Family-22,000 sf min. R1-1 3.5 One Family-13,500 sf min. R1-9 .5 One Family-9,500 sf min. RM -6.5 Multi-Family-6.7 U.P.A. max. RM -2.5 Multi-Family-17.4 U.P.A. max. Airport Office Office Neighborhood Commercial Com munity Commercial Highway Commercial Airport Commercial Reg ion al Service Comm ercia l Reg ion al Com mercial TC-C TC-R TC-M U Industrial Park - 2 Acre Min, Industrial Park - 5 Acre Min. Gen eral I ndustrial - 5 Acre M in. Pu blic Golf Course Wa ter Right o f Way TO D-R Tran sit Orie nted De velopm ent - Reside ntia l Tran sit Orie nted De velopme nt - Reside ntia l Park and Open Space Pro ject Site R A M PPLAZA D R VALLEY VIEW RD U S H IG H W A Y 2 1 2 ROBERTS DR I NTERSTATE 494PRAIRIE CENTER DRSCOT TER T O P V I E W R DSTEWART DRR A M P RAMPRAMPVA L L E Y V I E W R D RAMPR A M P U S H IG H W A Y 2 1 2 City of Eden Prairie Land Use Guide Plan Map 2010-2040 ¯ DISCLAIMER: The City of Eden Prairie does not warrant the accuracy nor the correctness of the information contained in this map. It is your responsibility to verify the accuracyof this information. In no event w ill The City of Eden Prairie be liable for any damages, including loss of business, lost profits, business interruption, loss of business informationor other pecuniary loss that might arise from the use of this map or the information it contains. Map information is believed to be accurate but accuracy is not guaranteed.Any errors or omissions should be reported to The City of Eden Prairie. M:\GIS\Users\Departments\CommDev\Themes\Shapes\Zoning and all other land use information\OfficialMaps\OfficialGuidePlan.mxd Map w as Updated/Created: April 18, 2008 Rural Low Density Residential Medium D ensity Residential Medium H igh Density Residential High Density Residential Mixed-Use Town C enter Transit-Oriented Development Regional Commercial Commercial Office Industrial Flex Tech Flex Service Eco Innovation Industrial Airport Public / Semi-Public Parks & Open Space Golf Course Utility & R ailroad Right-of-Way CityLimits 470 0 470235 Feet Date Approved: 10-01-2019 Proposed Guide Plan Map: Eden Prairie MultifamilyAddress: NW Corner of Intersection of Valley View and TopviewEden Prairie, Minnesota 55344 Project Site City of Eden Prairie Zoning Map In case of discrepency related to a zoning classification on this zoning map, the Ordinance and attached legal description on file at Eden Prairie City C enter w ill prevail. ¯ Shoreland Management Classifications 100 - Year Floodplain Natural Environment Waters Recreational Development Waters General Development Waters (Creeks Only)GD NE RD Up dated through approve d Ordin ances #26-2008 Ordinan ce #33 -2001 (BFI Additio n) approve d, but not shown on th is map edition Date: March 1, 2009 0 0.150.0 75 Miles DISCLAIMER: The City of Eden Prairie does not warrant the accuracy nor the correctness of the information contained in this map. It is your responsibility to verify the accuracyof this information. In no event will The City of Eden Prairie be liable for any damages, including loss of business, lost profits, business interruption, loss of business informationor other pecuniary loss that might arise from the use of this map or the information it contains. Map information is believed to be accurate but accuracy is not guaranteed. Any errors or omissions should be reported to T he City of Eden Prairie.M:\GIS\Users\Departments\CommDev\Themes\Shapes\Zoning and all other land use information\OfficialMaps\OfficialZoning.mxd Map was Updated/Created: June 11, 2008 Proposed Zoning Map:Eden Prairie MultifamilyAddress: NW Quadrant of Intersection of Valley View and TopviewEden Prairie, MN 55344 <all other values> Rura l R1-4 4 One Family- 44,000 sf. min. R1-2 2 One Family-22,000 sf min. R1-1 3.5 One Family-13,500 sf min. R1-9 .5 One Family-9,500 sf min. RM -6.5 Multi-Family-6.7 U.P.A. max. RM -2.5 Multi-Family-17.4 U.P.A. max. Airport Office Office Neighborhood Commercial Com munity Commercial Highway Commercial Airport Commercial Reg ion al Service Comm ercia l Reg ion al Com mercial TC-C TC-R TC-M U Industrial Park - 2 Acre Min, Industrial Park - 5 Acre Min. Gen eral I ndustrial - 5 Acre M in. Pu blic Golf Course Wa ter Right o f Way TO D-R Tran sit Orie nted De velopm ent - Reside ntia l Tran sit Orie nted De velopme nt - Reside ntia l Park and Open Space Pro jectSite Ryan Companies Eden Prairie Multi-Family Land Development Application Project Narrative April 6, 2022 (Revised: June 1, 2022) April 6, 2022 RE: Eden Prairie Multi-Family Land Development Application Project Narrative 1. General description of the request or proposal Ryan Companies US, Inc. (Ryan) is proposing to redevelop this well-located vacant 7.18± acre site into a 211 unit multifamily community that optimizes the site’s natural setting and proximity to significant employers, retail, education, recreation, and transit choices for residents seeking to remain in and relocate to Eden Prairie. The project is positioned to appeal to a variety of ages and incomes, particularly the area’s fast-growing 40-55+ year old demographic (expected to increase 12.5% in the next 5 years). The project generally consists of constructing a 5-story, multi-family building with site improvements that include both surface and underground parking areas, utilities, stormwater management, landscaping and site amenities. Existing Site Conditions The vacant undeveloped site is comprised of sloped topography, wooded, brush and open grassland areas with two delineated wetlands along the western portion of the site. Existing soil conditions are challenging and require significant corrections at a cost premium of approximately $2-3M over a similar sized suburban site with normal soil conditions. Additionally, there are steep slopes on the northwest and eastern portions of the property. The site is bordered by Valley View Road (County Road 39) to the south, Topview Road to the east, office use to the west and a church/residential use to the north. Project Benefit The proposed multifamily community creates new high-quality housing stock for Eden Prairie in a suburban natural setting sought after by residents in a post-COVID era. The site offers residents excellent access to nearby major employer headquarters (including United Health Group, Cargill, UNFI, CH Robinson, and Starkey Laboratories), quality retail, educational, Page 2 and recreational amenities, the 494/212 freeway interchange, and the soon-to-open Southwest Light Rail transit line. The project’s amenities and units are positioned to leverage access & views to its natural setting with mature trees, trails, hills, and wetlands. Building Design The building is set within a wooded hillside site at the intersection of Valley View Road and Topview Road. The site is accessed from Valley View Road with the entry drive leading to the entry canopy and formal motorcourt at the building entrance. The building is positioned to capitalize on the natural surroundings – both to preserve existing wetlands and provide views of the landscape for the residents. Most residential units have balconies. The amenity spaces, such as a club room, fitness room, and remote workspace, are located on the first floor with access to the outdoor spaces – a pool deck to the north and a patio to the east. The site is located between commercial and residential areas. As such, it is essential that the exterior character convey a sense of home and community for the people that live there. The building is designed with a warm material palette and details referencing the character of residential design in the area, including a gabled roof, warm color tones, red brick base, single hung windows, and fiber cement siding in both lap and panel. The building is five stories throughout, oriented along Valley View Road. The combination of materials is designed to articulate a distinct base, middle and upper, that helps to break down the height of the building. The façade is further articulated with bays that project from the main building body – clad primarily in brick with cement fiber board paneling inset and at the top. Building Materials The building will be five levels of wood-framed construction, over a below-grade parking garage constructed of concrete masonry units and precast slabs. Specific area calculations are included on the exterior elevations. General description of main exterior materials: · Brick Masonry · Glass · Fiber Cement Siding and Trim – multiple color and siding patterns used, including horizontal lap and paneled · Asphalt Shingle Roofing System · Burnished, colored concrete masonry units · Aluminum Hung Balconies Site Access We are proposing one points of vehicular access to Valley View Road (County Road 39). The access has been located consistent with Hennepin County spacing guidelines and will be used for off-street parking, deliveries, trash service, and emergency vehicles and will also serve as the construction access for the project. Pedestrian circulation will be provided throughout the site that connects the building to sidewalk along Valley View Road. Vehicular Fire Access Page 3 Vehicular fire access has been previously coordinated with Jason Albers the Fire Inspector at the City of Eden Prairie Fire Department. Based on prior feedback, two fire truck routes are provided onsite for a standard City of Eden Prairie Aerial Fire Truck. The project will also have two hydrants in the south parking lot area and a Fire Department Connection (FDC) near the main entry of the building. The project also includes a left in at the center of Valley View road, since the majority of fire service vehicles will be coming from the west. This access is currently 24’ wide and the design and permitting will be coordinated with Hennepin County. The fire truck turn around on the east side of the proposed building has been extended further to the northwest as allowable based on proposed grades. The building will also be fully sprinkled. Snow and Salt Management Snow will be cleared form parking areas, drive aisles and sidewalks following snow events. Designated greenspace areas along parking areas and sidewalks will be utilized for snow storage. A designated salt storage area will be provided in the underground garage. See the attached Snow and Slat Management Plan Exhibit for more detailed information and locations. Utilities The site is serviced by existing water and sanitary stubs along Valley View Road. For water service, the proposed building will connect to an existing 8” DIP, 8” Gate Valve and Box near the center of the site and 6’ DIP, and a 6” Gate Valve and Box near the southeast side of the site will be used for one of the fire hydrants. For sanitary sewer service, the proposed building will connect to an existing 8” PVC stub at the SW corner of the site. The majority of stormwater will be handled in either the existing central Wetland or the proposed infiltration basin at the SW corner of the site. The infiltration basin will route stormwater runoff via stormsewer south of Valley View Road. Some pavement and curb removals will be necessary in Valley View road for the placement of stormsewer discharge piping. Refer to the attached Stormwater Management Plan for more information about stormwater design. Landscaping The proposed overall site landscape design includes a diverse selection of trees, shrubs, native grasses and ground covers which will provide an aesthetically pleasing experience while also satisfying the requirements of the City zoning code. Outside of the proposed building footprint and hardscape elements, the entire site will be landscaped with native shrub/pollinator friendly perennial planting areas, restorative native prairie and minimal areas of turfgrass. The quantity of proposed trees and required landscape inches has been determined by the landscape standards in the city code, which is based on the total square footage of the building (excluding the underground garage) along with the tree replacement formula. To meet these requirements the project is proposing 224 trees and 342 shrubs. The combination of trees and shrubs equal 726.6 total caliper inches planted. The tree diversity is represented using thirteen (13) species varying in height, shape, color, texture and canopy coverage. Due to limited planting area onsite and snow storage areas, the project will need to pay into the City’s tree replacement fund for an additional 64.1 caliper inches that could not be planted onsite. In addition to the tree requirements being met, all Page 4 open space areas will be fully landscaped using a combination of shrubs, native perennials, native prairie plants, and minimal amounts of irrigated turfgrass. 2. City Guide Plan Framework The current site is vacant land and is guided as Office in the Aspire Eden Prairie 2040 plan. The adjacent land uses are public/semi-private (church) to the northwest, single-family detached residential to the north, office to the west, right-of-way to the east (across Topview Rd) and regional service commercial to the south (Across Valley View Road). The project is proposing to re-guide the property as “Medium High Density Residential” and the types of uses proposed are all allowed under that land use guiding. As outlined in the Aspire Eden Prairie 2040 plan, the City currently has 72 acres of Medium High Density Residential land use. This guide plan change will increase the medium high density by 7 acres to 79 acres which is consistent with the goals of the 2031-2040 land use target. Additionally, the City currently has 653 acres of Office land use. This guide plan change will decrease the office by 7 acres to 646 acres which is consistent with the goals of the 2031-2040 land use target. The proposed change to Medium High Density Residential is consistent with the current development trends, the land use goals of the Aspire Eden Prairie 2040 plan and will allow the land to be better utilized as a higher and better use as compared to the existing vacant parcel. 3. Zoning Classification The site is currently zoned “Rural”. The project proposes to rezone the site as RM Muti-Family Residential District, RM-2.5. 4. Variances or PUD waivers requested. The project is requesting the following waivers as part of the PUD: 1. Maximum Height (Section 11.03 Subd 2.Table 1) o Requirement 45ft o Proposed: 64 ft – 9 1/8 inch. Description: We are seeking justification based on site constraints related to trees, wetlands, steep slopes and poor soils that are major challenges for the project. 2. Number of Parking Stalls and Number of Stalls Enclosed (Section 11.03 Subd 3.H.4) o Requirement 388 Stalls total (194 enclosed) o Proposed: 252 Stalls total (99 enclosed) Description: We are seeking justification based on site constraints related to trees, wetlands, steep slopes and poor soils that are major challenges for the project. In addition, we looked at comparable properties in the Twin Cities area and our proposed parking counts closely align with stalls/unit and stalls/bed averages. See the attached Comparable Projects Parking Ratio Summary document for more information. 3. Unit Density (Section 11.03 Subd 2.A.2) o Requirement 17.4 du/ac o Proposed 30 du/ac Page 5 Description: We are seeking justification based on site constraints related to trees, wetlands, steep slopes and poor soils that are major challenges for the project. In addition, our proposed unit density is consistent with the Comprehensive Plan. 4. Signage (Section 11.70 Subd 4.A) o Requirement  Building mounted signage: 6sf  Monument signage: 32sf  Ground mounted directional signage: 6sf o Proposed  Building mounted signage: 12sf  Monument Signage: 21.2sf  Ground mounted directional signage: 6sf Description: We are proposing a waiver for 6sf of additional building mounted signage. However, our proposed monument sign is under the maximum allowable size by 10sf so we would ask that this additional signage area be put towards our waiver request for building mounted signage. 5. Wetland Structure Setback o Requirement: Maximum of 10% encroachment o Proposed: 21% encroachment Description: We are currently proposing a 4ft wide compacted granite chip path treatment with polymers or similar adhesive to provide an accessible egress path around the NW side of the building. This path is a requirement of building code and allows accessible access to the ROW in case of an emergency. The path will be impervious in nature and is therefore considered an encroachment into the structure setback. Pervious pavers were not selected because of existing poor soils. 5. Existing and proposed land uses of project site and adjacent properties. Location PID Zoning Existing Land Use Proposed Land Use Project site 1111622320004 Rural Vacant Multi-Family West 1011622410019 Office Office Northwest 1011622140187 Public Public/Semi-Private North 1111622230002 Rural SF Detached Residential East (across Topview) Right of Way South (across Valley View) 1111622320013 Reg. Serv. Comm. South (across Valley View) 1111622320017 Reg. Serv. Comm. 6. List of sustainability components, elements, and features that will be incorporated into the project. See the Sustainable Features Analysis narrative that is included in this application for a list of sustainable components, elements, and features that the project will incorporate. 7. Phasing and construction schedule. · Anticipated Construction Start: October 2022 · Anticipated Occupancy: May 2024 Page 6 8. Development method (i.e., sales, lease, owner occupied). The project will be developed by Ryan Companies US, Inc. The project is contemplated as 100% multifamily rental housing with rent levels set at market rate, 80% AMI and 50% AMI. 9. Legal instruments, association documents, easements, covenants, and restrictions. The property will be platted and the project is proposing right-of-way dedication. The site will be subject to easements that will address a variety of site-specific requirements for maintenance, access, stormwater management, utilities and operations. 10. Housing or land/building use profile (i.e., square foot of building, site area, Floor Area Ratio, Base Area Ratio, amount of parking, etc.). · Site Area Existing Property Area 7.18 acres R.O.W. Dedication 0.15 acres Total Gross Acreage 7.03 acres Disturbed Area 5.02 acres · Proposed Use Multi-Family · Number of Lots 1 · Total Dwelling Units 211 (Market Rate & Affordable) · Gross Floor Area (GFA) 251,343 GSF · Floor Area Ratio (FAR) 0.82 · Base Area Ration (BAR) 0.14 · Proposed Off-Street Parking Surface Parking 153 spaces Underground Parking 99 spaces Total 252 spaces · Proposed Off-Street Loading 1 loading / fire truck turn around 11. Signage (locations, sizes, materials, and details). The design proposes one monument sign at the access point off Valley View Road, one building mounted sign at the main entry, and one ground mounted directional sign at the garage. The approximate sign areas are listed below. · Monument sign at Valley View Road access: two facing, 21.2SF per face, 42.2SF total · Building/canopy mounted signage at main entry: 12SF · Ground mounted directional sign at underground garage entry: 6SF . Page 7 12. Lighting (locations, type, and height) including photometric information. A preliminary site photometrics plan that includes light locations, type, and height is included as part of this application. 13. Transportation capacity, impacts, Average Daily Trips, trip distributions, a.m. and p.m. peak hour movements, and sight lines at access points to public roads (may be a separate document). On behalf of the applicant/project team the City of Eden Prairie has engaged SRF Consulting Group, Inc. to provide a traffic study for the project. The results of the study are forthcoming, and recommendations will be considered for implementation into the project. 14. Phase I Environmental Assessment A full Phase 1 Environmental Site Assessment (ESA) prepared by Braun Intertec Corporation is included as part of this application. 15. Environmental Assessment Worksheet or Environmental Impact Statement (if applicable). Not Applicable 16. Shoreland Ordinance/Floodplain restrictions (if applicable). Not Applicable 17. Airport Zones (if applicable) Not applicable 18. Disposition of any excess land. Not applicable 19. Limits of disturbance (including area and volume (cut/fill analysis) of the earthwork proposed). The project will disturb approximately 5.02 acres that includes 16,075 CY of cut and 14,400 CY of fill onsite. 20. Summary of the stormwater management report. Projects that have land disturbance of greater than or equal to one acre (including projects of less than one acre that are part of a Page 8 larger common plan of development or sale) shall also include a summary of the information required in part T of this handbook. Stormwater runoff from impervious areas will be captured and treated per jurisdictional requirements prior to discharging to either the existing on-site wetland or public storm sewer in Valley View Road. A majority of the stormwater runoff generated from this project will be directed to an onsite stormwater treatment facility consisting of an infiltration basin at the southwest corner of the property that discharges to public storm sewer. Runoff from the north portion of site, including the north portions of rooftop will be directed to an existing lowland area that will be utilized for water quality treatment prior to discharging to the existing wetland on the west portion of the site. See attached Stormwater Management Report for more detail. 21. Water and Wetlands (including discussion of any identified water resource features including type of feature, shoreland classification(s), flood elevations, and determination of whether public waters and/or wetlands are present on or adjacent to the property). Sambatek completed a wetland delineation on May 11, 2021. Two areas were identified that had wetland conditions: Wetland 1 (11-32-B, west portion of site) and Wetland 2 (11-32-C, central portion of site). The City provided a Notice of Decision on December 6, 2021 for the wetland boundaries. Subsequently, the City provided a Notice of Decision for a no loss determination on December 9, 2021 for Wetland 2. Wetland 1 is medium quality wetland and will be protected (no impacts proposed). Wetland 2 is proposed to be filled with the project. Historically, approximately half of the site was covered by DNR Protected Wetland 27108800 (Mintree Pond). However, a recent determination from the DNR stated that the boundary of Mintree Pond should be moved entirely south of Valley View Road due to the amount of disturbance and fill that has occurred north of Valley View Road. 22. Wildlife (identify habitats, type, location, impacts and any mitigating measures that would be required). As part of the due diligence evaluation of the project site, a desktop protected species assessment was provided by Braun Intertec Corporation and is included as part of this application. Findings identified minimal impact and can be avoided through use of seasonal restrictions on tree clearing (Sept-April). 23. Soils Classifications (including building, street, utility, or stormwater runoff management constraints and/or, special conditions of construction). In summary, the general soil profile across the site consists of the following: · The central and southern portions of the site are overlain by up to 15 feet of uncontrolled, mixed fill (SM, SC, CL, OL, PT). · The majority of the site is also underlain by compressible organic deposits (PT/OL) with thicknesses up to approximately 25 feet, and with an average thickness of about 8 to 15 feet. The exception is the northeast and northwest perimeters of the site, where grades transition upward to the adjacent property to the north. Page 9 · Below the fill and organic soils, competent glacial sands (SP, SP-SM, SM) are generally present. · Groundwater is estimated near approximate elevation 845. · Soil correction excavation depths below the lower level (851) of the building are estimated up to 27 feet, with an average of approximately 10 to 15 feet. The Geotechnical Evaluation Report is included as part of the application with additional details. 24. Existing structures (include historic features, e.g., foundations). Not applicable 25. Steep slopes (slopes in excess of 12% and/or elevation difference of 30 feet or more) and bluffs as defined in City Code Section 11.60. There are existing steep slopes on the northwest and east portions of the site. These slopes will be largely preserved except for a portion at the southeast portion of the property that will be disturbed. 26. Any other relevant issues associated with the project not already addressed. None 27. Ownership – Identify all owners legal and equitable of all encumbrances and easements upon the land within the proposed PUD. The site is currently owned by Menard Inc. As part of the proposed development, the site will be acquired by an entity formed Ryan Companies US, Inc. 28. Developer – Identify all parties involved in the development including their previous experience and the nature and extent of their participation. Ryan Companies US, Inc. investment and development arm and its in-house architecture, engineering, and construction service lines have an 85-year history in Minnesota, now operating with offices in 14 cities across the country and over $4B in annual revenues. Ryan’s local multifamily housing experience is extensive – including 222 Hennepin, Vintage on Selby, Edition Apartments, West End Flats, Daymark Apartments, Harper Apartments, and the Eleven Luxury Condominium Tower. 29. Financing the project – Identify the source and type of financing of project including public financing. The project will be financed by the following sources: · Developer guaranteed first mortgage Page 10 · Developer and Joint Venture Partner cash equity · Tax Increment Financing (TIF) In early 2022, the development team submitted a TIF application and will be working with the City and their Consultant (Ehlers) to further process and review the financial needs of the project. 30. Housing or land/building use profile, including computations of gross/leasable square footage, housing unit breakdown to square foot, bedrooms, person per unit, parking requirements, etc. · Total Dwelling Units 211 Unit Type Sheet Number Count SF Unit % 1BR Units Alcove-A A170 26 586 12.32% Alcove-B A173 8 680 3.79% 1BR-A A171 49 680 23.22% 1BR-B A172 49 780 23.22% 1BR-Total 132 699 2BR Units 2BR-A A174 20 1123 9.48% 2BR-B A175 44 988 20.85% 2BR-C A176 10 1050 4.74% 2BR-D A177 1 1025 0.47% 2BR - Total 75 1019 2BR+D Units 2BR+D-A A178 4 1195 2BR+D - Total 4 Overall Total Count: 211 Total Unit Types: 9 · Gross Floor Area (GFA) 251,343 GSF · Proposed Off-Street Parking Surface Parking 153 spaces Underground Parking 99 spaces Total 252 spaces · Proposed Off-Street Loading 1 loading / fire truck turn around Page 11 31. For telecommunication towers - information related to height, setback, colocation requirements, tower and antennae design, mechanical equipment location as outlined in City Code Section 11.06. Not applicable 32. Description of compliance with Inclusionary Housing requirements (Multifamily Residential Projects only). The project is proposed as 100% multifamily rental housing. The project anticipates receiving TIF, units are broken down as follows: · 75% market-rate units. · 20% affordable Units at or below 50% AMI · 5% affordable units at or below 80% AMI This is in compliance with the Eden Prairie Affordability Plan and inclusionary housing to promote diversity in housing stock. April 6, 2022 RE: Eden Prairie Multi-Family Comprehensive Guide Plan Change Findings Ryan Companies US, Inc. is providing responses to the following required questions to support the Comprehensive Guide Plan Change request for the project: 1. What impact does the requested Comprehensive Guide Plan change have on the balance of land uses in the City? Indicate the current balance of land use in the community for different land use types, including residential, commercial, office, and industrial, and describe what effect the proposed change would have on this balance, reflecting an increase or decrease in acreage or densities in any of the City's land use categories. Maps should be included that depict the extent of available land in the land use categories in the community. As outlined in the Aspire Eden Prairie 2040 plan, the City currently has 72 acres of Medium High Density Residential land use. This guide plan change will increase the medium high density by 7 acres to 79 acres which is consistent with the goals of the 2031-2040 land use target. Additionally, the City currently has 653 acres of Office land use. This guide plan change will decrease the office by 7 acres to 646 acres which is consistent with the goals of the 2031-2040 land use target. Page 2 2. What impact does the Comprehensive Guide Plan change have on surrounding land uses? Describe the adjacent land uses, identify the extent of noise, visual, physical, and environmental impacts, and describe proposed mitigating measures. The current site is vacant land and is guided as Office in the Aspire Eden Prairie 2040 plan. The adjacent land uses are public/semi-private (church) to the northwest, single- family detached residential to the north, office to the west, right-of-way to the east (across Topview Rd) and regional service commercial to the south (Across Valley View Road). Trees on the northern portion of the site will remain and will be utilized as a natural screen to areas north of the site. The landscape design will further enhance visual aspects of the site. The project is not proposing any significant noise generation or environmental impacts. 3. What impact does the Comprehensive Guide Plan change have on the site? Describe the impact of the Guide Plan Change on the natural features on-site. If the impacts are significant, explain the extent to which mitigating measures may off-set the potential impacts. Describe areas to be preserved or restored. Include a site analysis that describes the inherent natural features and their suitability for the proposed type of development. Site constraints related to trees, wetlands, steep slopes and poor soils are challenges for the project. The existing wetland on the west portion of the site will be preserved along with steep slopes on the northwest and east portions of the site. Trees on the northern portion of the site will remain and will be utilized as a natural screen to areas north of the site. Stormwater runoff from impervious areas will be captured and treated per jurisdictional requirements prior to discharging to either the existing on-site wetland or public storm sewer in Valley View Road. 4. What impact does the Comprehensive Guide Plan change have on City services, such as sewer, water, storm water run-off, and roads? Indicate the current capacities of the City's services including sewer, water, and roads. A description of the impacts in terms of water run-off and sewage flow should be included with any recommendations for improvements. A traffic study should be prepared that would include total daily trips, a.m. /p.m. peak movements, trip attraction, trip destination, trip distribution, and appropriate graphics, which illustrate the traffic impacts. There also should be a conclusion statement that addresses the level of service at affected intersections and recommendations for any road or intersection improvements. Coordinate the traffic study needs with the Assistant City Engineer (Carter Schulze 952-949-8339) prior to submission. The proposed land use change will have an increased demand on water and sewer City services as well as an increase in impervious coverage due to development of the vacant parcel. Watermain and sanitary sewer will be served from existing stubs into the property as part of the proposed project. Stormwater runoff from impervious areas will be Page 3 captured and treated per jurisdictional requirements prior to discharging to either the existing on-site wetland or public storm sewer in Valley View Road. On behalf of the applicant/project team the City of Eden Prairie has engaged SRF Consulting Group, Inc. to provide a traffic study for the project. The results of the study are forthcoming, and recommendations will be considered for implementation into the project. 5. Does the proposed land use/Comprehensive Guide Plan change result in a better use of the land? Provide a summary of the above statements and explain why the Guide Plan change is warranted. This section should summarize the extent of potential impacts on the community, site, and surrounding land uses, and indicate what mitigating measures are proposed The proposed change to Medium High Density Residential is consistent with the current development trends, the land use goals of the Aspire Eden Prairie 2040 plan and will allow the land to be better utilized as a higher and better use as compared to the existing vacant parcel. Natural areas on-site will be preserved as feasible and significant impacts to the surrounding community and existing public infrastructure is not anticipated. The proposed development will create significant tax revenue compared to the valuation of the existing vacant site. Additionally, the project will contribute to the City’s affordable housing stock; further deepening the diversity in housing options and price points for area residents. April 6, 2022 RE: Eden Prairie Multi-Family Sustainable Features Analysis Narrative In accordance with the City of Eden Prairie Land Development Application Requirements, Ryan Companies is pleased to provide this narrative addressing sustainable features. The responses in italicized text below provide a brief description of methodology and reasoning for the use or exclusion of the following sustainable features practices in bold. 1. Energy Design Assistance Program: Free, comprehensive service to identify energy and cost savings strategies in new construction projects 20,000 SF and larger. The Ryan Companies current design process leverages the EDA program for: Energy Modelling, and evaluation of sustainability options in the envelope and mechanical systems. 2. Energy Efficient Buildings: Free efficiency design review for new construction projects 20,000 SF and smaller. This project is larger than 20,000 SF and will be taking advantage of the EDA program. 3. Green Building Guidelines: Use LEED, B3 Guidelines, Green Communities – MN Overlay, or other similar standard as a design tool to assess proposed building performance. Calculate and report predicted EUI (energy use intensity) for the project. Some sustainable features that have been added to the project design include energy efficient lighting, bike racks with secure storage, envelope efficiency, and energy star appliances. Energy efficient lighting will include occupancy sensors, LED fixtures, and reduced lighting power density. The energy efficient building envelope will include advanced wood framing, low-e glass, single hung windows with reduced air infiltration. Construction Waste will be diverted by at least 70%. 4. Electric Vehicle Charging: 80% of electric vehicle charging happens at home. Consider installing EV charging equipment in 5% of parking stalls at time of construction, with EV ready infrastructure to support an additional 30% of stalls in the future. Xcel Energy offers design assistance for new/increased service panel capacity to support EV charging infrastructure. Page 2 The design will incorporate 89 EV capable stalls. The project will include the electrical loads for these EV stalls but no conduit, wiring, or chargers are proposed at this time. 5. Solar-Ready Construction: Consider installing solar at time of construction to offset building energy use. Design and construction of building should make it feasible to install rooftop solar in the future if not done during construction. Xcel Energy provides incentives to support installation. MinnPACE offers financing for new construction and existing buildings. The project will be Solar-ready with conduit infrastructure to facilitate future solar installation. 6. Efficient Appliances/Fixtures: Utilize Energy Star appliances and WaterSense certified fixtures in design. The design will reduce indoor water reduction through the use of low-flow fixtures, and EPA WaterSense fixtures. Outdoor water use will be reduced by utilizing native and drought tolerant/wetland appropriate plantings and drip irrigation. 7. Low VOC Materials: Use low-VOC paints, adhesives, sealants, flooring, and carpet in construction. Enhanced indoor air quality will include low/no VOC products, avoiding PFAS materials, ventilation protection from construction process, FloorScore or Green Guard certified products. 8. Using Waste Disposal: Hennepin County requires multi-family properties to provide recycling service, provide recycling education to residents at move-in, and pair recycling bins with trash bins in common areas. Organics recycling service is not currently required but may be in the future. New construction must plan for adequate space to support all current and future recycling services. The design will allow for adequate room for trash, recycling, and future organics recycling storage. 9. Planting of trees for retention and detention of stormwater runoff as defined in the Minnesota Stormwater Manual or State of Minnesota Minimal Impact Design Standards (MIDS). The existing lowland area which will be preserved as part of this project, will preserve some existing trees. This area will also provide pretreatment of stormwater runoff before discharging to Wetland 1. Please refer to the MIDS report in the Stormwater Management Plan for pretreatment results. 10. Utilizing a soil amendment or decompaction process after site disturbance. As noted on the grading plan, grading of the infiltration area shall be accomplished using low-impact earth-moving equipment to prevent compaction of the underlying soils. Small tracked dozers and bobcats with runner tracks are recommended. 11. Minimizing parking facility size. The proposed project is designed to minimize the parking facility size by providing underground parking. Page 3 12. Increasing buffers around streams, steep slopes, and wetlands to protect from flood damage and/or provide additional water quality treatment. The proposed wetland buffers are designed to meet City and Watershed buffer setback requirements. The project will also preserve some natural vegetation areas north of existing Wetland 1. BLOCK 1 ROADE X C E P T I O N LOT 1 TOPVIEW RDVALLEY VIEW (CSAH NO. 39)SCALE IN FEET 0 10050 NORTH PRELI MI N A R Y FOUND MONUMENT SET MONUMENT EASEMENT LINE Outlot C, Menard Addition except that part lying Easterly of a line described as follows: Commencing at the West Quarter corner of Section 11, Township 116, Range 22, said Quarter corner also being the Northwest corner of Outlot C; thence Northeasterly along the North line of said Outlot C on an assumed bearing of North 87 degrees 44 minutes 44.4 seconds East a distance of 547.08 feet to the point of beginning of the line to be described; thence Southeasterly a distance of 64.07 feet along a non-tangential curve concave to the Northeast having a radius of 125.00 feet, central angle of 29 degrees 22 minutes 09.1 seconds and the chord of said curve 63.37 feet in length and bears South 24 degrees 55 minutes 22.4 seconds East; thence South 39 degrees 36 minutes 27.4 seconds East a distance of 56.92 feet; thence Southeasterly a distance of 152.81 feet along a tangential curve concave to the Southwest having a radius of 583.34 feet, central angle of 15 degrees 00 minutes 31 seconds and the chord of curve 152.37 feet in length and bears South 32 degrees 06 minutes 10.4 seconds East to the South property line of Outlot C, also being the Northerly right-of-way line of Valley View Road and said line there terminating. Hennepin County, Minnesota Torrens Certificate No. 1111611 SURVEY NOTES 1.THE BEARING SYSTEM IS BASED ON THE NORTH LINE OF OF OUTLOT C, MENARD ADDITION HAVING AN ASSUMED BEARING OF NORTH 89 DEGREES 37 MINUTES 40 SECONDS EAST. 2.PROPOSED DRAINAGE AND UTILITY EASEMENT ARE SHOWN BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES AND BEING 10 FEET IN WIDTH AND ADJOINING PUBLIC WAYS DESCRIPTION PROPERTY SUMMARY 1.SUBJECT PROPERTY'S ADDRESS IS UNASSIGNED AND THE PID IS 11-116-22-32-0004. 2.THE AREAS OF THE SUBJECT PROPERTY ARE AS FOLLOWS: TOTAL AREA:7.178 ACRES OR 312,652 SQUARE FEET LOT 1, BLOCK 1:7.012 ACRES OR 305,447 SQUARE FEET RIGHT OF WAY:0.146 ACRES OR 6,376 SQUARE FEET 3.THE SUBJECT PROPERTY IS ZONED RURAL, PER ZONING MAP FOUND ON THE CITY OF EDEN PRARIE WEBSITE DATED DECEMBER 30, 2021. 4.THE PROPOSED USAGE OF LOT 1, BLOCK 1, IS MULTIFAMILY RESIDENTIAL. May 27, 2022 - 10:28am - User:dtews L:\PROJECTS\50058\CAD\Survey\Sheets\50058-PPLAT.dwg 1/1 PRELIMINARY PLAT OF MENARD 9TH ADDITION Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client Ryan Companies US, Inc. Eden Prairie Multifamily Eden Prairie Minnesota DJT JJH ALTA 03/29/2022 50058 PRELIMINARY PLAT: MENARD 9TH ADDITION Registration No. 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. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek's, Minnetonka, MN office. Date: 43933 Mark R. Salo 03/29/2022 NAME ADDRESS OWNER:MENARD, INC.5101 MENARD DR, EAU CLAIR, WI OWNER'S AGENT: RYAN COMPANIES US, INC.533 S THIRD ST, SUITE 100, MPLS, MN SUBDIVIDER:RYAN COMPANIES US, INC.533 S THIRD ST, SUITE 100, MPLS, MN SURVEYOR:SAMBATEK 12800 WHITEWATER DR, MINNETONKA, MN DESIGNER:RYAN COMPANIES US, INC.533 S THIRD ST, SUITE 100, MPLS, MN CONTACTS A 05/03/22 DJT TREES May 27, 2022 - 10:28am - User:dtews L:\PROJECTS\50058\CAD\Survey\Sheets\50058-PPLAT.dwg C B 05/10/22 DJT ROW VALLEY VIEW C 05/27/22 DJT CITY COMMENTS SECTION LINE TIE LINE BOUNDARY LINE DEED DISTANCE(100.00) RIGHT-OF-WAY LINE LEGEND WET LAND UNDERLYING / ADJACENT LOT VALLEY VIEW ROAD (CO. RD. N O. 39) P LA ZA DR . O U T L O T C E X C E P T I O N NO BUILDI NGS OBSERVED OVERHEAD ELECTRICAL WIRE LIGHT SANITARY SEWER STORM SEWER WATERMAIN UNDERGROUND ELECTRICGUY ANCHOR UTILITY POLE GUARD POST UNDERGROUND TELEPHONE UNDERGROUND GAS CHAIN LINK FENCE WOOD FENCE BUILDING LINE CONCRETE CURB BITUMINOUS SURFACE CONCRETE SURFACE WET LAND SIGN POND / WATER LINE SOIL BORING TREE LINE FOUND MONUMENT EASEMENT LINE SETBACK LINE RESTRICTED ACCESS SECTION LINE UNDERLYING / ADJACENT LOT TIE LINE BOUNDARY LINE DEED DISTANCE(100.00) CONIFEROUS TREE TRANSFORMER BUILDING CANOPY GAS METER COMMUNICATIONS MANHOLE ELECTRIC MANHOLE GAS MANHOLE ELECTRIC METER TELEPHONE PEDESTAL CABLE TV BOX GATE VALVE / HYDRANT SANITARY MANHOLE CLEAN OUT STORM MANHOLE STORM CATCH BASIN FLARED END SECTION SPOT ELEVATION CONTOUR RETAINING WALL BLOCK RETAINING WALL STONE RETAINING WALL RIGHT-OF-WAY LINE WIRE FENCE DECIDUOUS TREE LEGEND 1. The bearing system is based on the north line of Outlot C having an assumed bearing of North 88 degrees 11 minutes 04 seconds East. 2.Underground utilities are per a combination of the following: a. Observed evidence b. As located for us by Gopher State One-Call, Ticket No. 212042517, dated 07/23/2021. 3.The field work was completed on August 9th, 2021. 0 NORTH SCALE IN FEET 40 80 SURVEY NOTES Aug 18, 2021 - 2:27pm - User:LCAPISTRANT L:\PROJECTS\50058\CAD\Survey\Sheets\50058-EXCND.dwg 1/1 EXISTING CONDITIONS Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved:Book / Page: Phase:Initial Issued: Client Ryan Companies US, Inc. Eden Prairie Multifamily Eden Prairie Minnesota LC JW ALTA 08/09/2021 A 50058 1.Subject property's address is un-assigned, its property identification number is 11-116-22-32-0004. 2.The gross area of the subject property is 7.178 Acres or 312,664 Square Feet. 3.The subject property is zoned Rural, per City of Eden Prairie zoning map. Outlot C, Menard Addition except that part lying Easterly of a line described as follows: Commencing at the West Quarter corner of Section 11, Township 116, Range 22, said Quarter corner also being the Northwest corner of Outlot C; thence Northeasterly along the North line of said Outlot C on an assumed bearing of North 87 degrees 44 minutes 44.4 seconds East a distance of 547.08 feet to the point of beginning of the line to be described; thence Southeasterly a distance of 64.07 feet along a non-tangential curve concave to the Northeast having a radius of 125.00 feet, central angle of 29 degrees 22 minutes 09.1 seconds and the chord of said curve 63.37 feet in length and bears South 24 degrees 55 minutes 22.4 seconds East; thence South 39 degrees 36 minutes 27.4 seconds East a distance of 56.92 feet; thence Southeasterly a distance of 152.81 feet along a tangential curve concave to the Southwest having a radius of 583.34 feet, central angle of 15 degrees 00 minutes 31 seconds and the chord of curve 152.37 feet in length and bears South 32 degrees 06 minutes 10.4 seconds East to the South property line of Outlot C, also being the Northerly right-of-way line of Valley View Road and said line there terminating. Hennepin County, Minnesota Torrens Property Torrens Certificate No. 1111611 1. The vertical datum is based on NAVD88. The originating bench marks are 2786 AX and 2701 AB, both referenced from the MnDOT Geodetic Database BENCHMARK #1 2786 AX, located at the SE corner of bridge abutment bridge 27761. Elev.=903.78 BENCHMARK #2 2701 AB, located at the SE corner of bridge abutment, bridge 27148. Elev.=860.22 DESCRIPTION PROPERTY SUMMARY BENCHMARKS Registration No.Date: 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 professional SURVEYOR under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/18/202119552 Jerome C. Wittstock TREE INVENTORY A.08/18/2021 Utilities/Trees UP UP 5 A300 4 A300 2 A300 1 A300 B 99 C D E F G K L N Q R S 4 A400 4 A400 3 A400 3 A400 2 A400 2 A400 1 A400 1 A400 1 2 3 4 5 6 8 14 16 M 7 15 H JA 3 A301 1 A302 2 A301 3 A304 1 A301 2 A304 2 A302 A702 7 A701 7 A705 1 A700 7 13 10 11 12 P 30' - 4 5/8" 29' - 7 3/8" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0"30' - 0" 22' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0"18' - 0" 29' - 9 1/4" 18' - 0" ELEC BIKE TRASH POOL EQP. WATER MECH 6' - 4 3/8"4' - 0" 18' - 0" 29' - 9 1/4" 18' - 0" 4' - 0"18' - 2 3/4"4' - 0"18' - 2 1/4"4' - 0" 18' - 0" 29' - 9 1/4" 18' - 0" 2' - 2 1/2" 30' - 0" 30' - 0" 17' - 1" 2' - 4" MAINT. PET WASH ELEV LOBBY ELEV A-B STAIR C 152 STAIR B 153 STAIR A 154 24' - 0"25' - 1"24' - 0"12' - 6" 13' - 1" 15' - 0 1/4" 20' - 5 1/2"21' - 11 5/8"13' - 5 1/4"14' - 7 1/8" 15' - 3 1/8" 11' - 9 3/4"22' - 8 1/2"18' - 2 7/8" 10' - 0" UNEXCAVATED POTENTIAL STORAGE POTENTIAL STORAGE MECH INTAKE/ EXHAUST 1 A450 3 A705 5 A705 6 A705 GARAGE ENTRY MECH INTAKE/EXHAUST ELEC 271 22' - 8"28' - 5 1/4"22' - 8 1/2"27' - 0 7/8"15' - 5 3/8"16' - 8 1/8"10' - 2 15/16"20' - 1 1/4"10' - 1 3/4"17' - 8 3/8"219' - 1 3/4"32' - 2 1/2" 30' - 0" 17' - 1" 81' - 7 1/2"18' - 0" 29' - 9 1/4" 13' - 4 3/8"4' - 7 5/8" SPRINKLER MPOP AREA WELL 24' - 0"1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. REFER TO STRUCTURAL DRAWINGS FOR SLAB ON GRADE CONSTRUCTION, CONTROL AND ISOLATION JOINTS. 2. COORDINATE UNDERGROUND AND UNDER SLAB UTILITIES WITH RELEVANT TRADES PRIOR TO SLAB POUR. COORDINATE ALL SLEEVES THROUGH/UNDER FOOTING AND FOUNDATION W/ STRUCTURAL ENGINEER. 3. ALL WALLS TO ROOF DECK TO BE CONSTRUCTED TO ACCOMMODATE DEFLECTION OF ROOF STRUCTURE. 4. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO STRUCTURAL COMPONENT SIZES, LOCATIONS, CONFIGURATIONS, AND CAPACITIES. 5. PROVIDE CONTROL JOINTS IN GYP. BD. AS RECOMMENDED BY MANUFACTURER. 6. STAIR SUPPLIER SHALL BE RESONSIBLE FOR CODE COMPLIANCE AND STRUCTURAL INTEGRITY FOR ALL MATERIALS FURNISHED. 7. PROVIDE FIRE EXTINGUISHERS OF SIZE AND TYPE AND LOCATION AS REQUIRED BY THE FIRE MARSHALL. 8. FURNITURE NOT IN CONTRACT. DIMENSIONS: 1. SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. ANY/ALL OMISSIONS, DISCREPANCIES, OR CONFLICTS MUST BE REPORTED TO THE DESIGN-BUILD CONTRACTOR IMMEDIATELY. 2. DIMENSIONS ARE TAKEN AT 3'-0" ABOVE FINISHED FLOOR AND FROM FACE OF FINISHED PARTITION UNLESS NOTED OTHERWISE. 3. DRAWINGS SHALL NOT BE SCALED, DIMENSIONS GOVERN. LARGE SCALE DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS. 4. DIMENSIONS TO EXTERIOR WALLS ARE TAKEN TO EXTERIOR FACE OF CONCRETE/CMU WALL OR TO EXTERIOR FACE OF SHEATHING UNLESS NOTED OTHERWISE. GRIDLINES ALIGN WITH FACE OF CONCRETE/CMU WALL AND EXTERIOR FACE OF SHEATHING, TYPICAL. 5. DIMENSIONS AT INTERIOR WALLS ARE TAKEN TO FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. 6. UNIT PARTY (DEMISING) WALLS ARE DIMENSIONED TO CENTERLINE OF WALL. GENERAL NOTES BUILDING SYSTEMS: 1 REFER TO SHEET A600 FOR EXTERIOR WALL TYPE INFO. 2.REFER TO SHEET A601 FOR PARTITION TYPE INFORMATION. TYPICAL WALL TYPES, U.N.O.: Q6 1 J3-3 1 MS8 WS8 CORRIDOR PARTY WALLS EXTERIOR WALLSP4-4 1 F6 1 WDMTL WDMTL STUD THICKNESS BEHIND TOILET FIXTURES SHALL BE 2x8 AT WOOD FRAMING AND 8" METAL STUDS BELOW PODIUM TYPICAL, U.N.O. 1. STUD WALL THICKNESS AT PARTY WALLS VARIES TO ACCOMODATE PLUMBING REQUIREMENTS, VERIFY WITH PLUMBING CONTRACTOR. 1 ELECTRIC VEHICLE (EV) LEVEL 2 CHARGER CAPABLE STALL PARKING KEYNOTES 01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax REGISTRATION NO. DATE NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 Name Number Date I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota AB 6/1/2022 10:40:53 AMVALLEY VIEW RD EDEN PRAIRIE, MN A100 JC, MN JB, LK 701-155 6/01/22 LOWER LEVEL PLAN EDEN PRAIRIE MULTIFAMILY N TN 1/16" = 1'-0"A100 2 LEVEL P1 PARKING SCHEDULE Level Type Count LEVEL P1 Parking Space - Handicapped 3 LEVEL P1 Parking Space - Single 96 LEVEL P1 99 Grand total: 99 99 0 4' 8'16' 32' 48' ISSUE RECORD ISSUE # DATE DESCRIPTION REGISTRATION NO. DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.EXP. DATE KARL NILSEN DRECKTRAH 47663 06.30.202006.30.2022 NO PARKINGNO PARKINGNO PARKING UP UP DN UP DN GENERAL NOTES * SEE SHEET A100 FOR FLOOR PLAN GENERAL NOTES 5 A300 4 A300 2 A300 1 A300 B 99 C D E F G K L L N N Q R S 4 A400 4 A400 3 A400 3 A400 2 A400 2 A400 1 A400 1 A400 1 2 3 4 5 6 8 14 16 3' - 7 7/8"18' - 0" 29' - 9 1/4" 13' - 4 3/8"4' - 7 5/8"11 3/8"18' - 0" 29' - 9 1/4" 18' - 0" 32' - 2 1/2" 30' - 0" 17' - 1" 1' - 10 7/8" 30' - 4 5/8" 29' - 7 3/8" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 28' - 0" M M 18' - 0" 29' - 9 1/4" 18' - 0" 7 15 H JA 3 A301 1 A302 2 A301 3 A304 1 A301 2 A304 2 A302A700 1 A701 1 A702 1 A705 2 10 11 12 P GROUP FITNESS 138 FITNESS 156 STORAGE 135 ELEV A-B 139 ELEC 134 ALCOVE 295 2BR-B 411 1BR-A 292 LEASING 109 LOBBY/ COWORKING 137 CLUB ROOM 144 GAME ROOM 145 TOILET 112 TOILET 113 PACK. 133 CORRIDOR 307 2BR-C 219 2BR-C 273 1BR-B 227 1BR-A 272 1BR-B 410 2BR-B 335 1BR-B 300 1BR-B 296 1BR-A 297 1BR-B 269 1BR-B 303 2BR-B 350 2BR-A 276 2BR-A 277 1BR-A 278 1BR-B 284 2BR-B 413 2BR-B 412 1BR-A 283 1BR-B 282 2BR-B 414 1BR-A 279 STAIR B ALCOVE 301 2BR-A 289 1BR-A 290 1BR-A 291 STAIR C22' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0"30' - 0"ENTRY/ LOBBY MODEL UNIT POOLPOOL DECK UNIT PATIOS, TYP. 147' - 11"49' - 1 1/16"21' - 11"73' - 1"164' - 4"LOADING/ MOVE-IN 9' - 2" 3 A705 5 A705 6 A705 A 1 VEST. 164 1BR-A 299 2BR-B 420 1BR-B 419 2BR-A 265 2BR-D 249 2BR-B 424 18' - 0" 29' - 9 1/4" 18' - 0"65' - 9 1/4"22' - 0 1/2" 29' - 0" 22' - 1 1/4"18' - 2 3/4"4' - 0"17' - 7"4' - 0 3/4"4' - 0"64' - 0 3/4" 17' - 5 1/2"28' - 7 1/8"9' - 10"3' - 8 5/8"TRASH CHUTE 6' - 5 1/8"13' - 3 3/8"7' - 3 7/8"11' - 0 1/2" 8' - 11 5/16"6' - 3 3/16"01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax REGISTRATION NO. DATE NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD SET 04/06/2022 Name Number Date I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota AB 4/6/2022 1:12:49 PMVALLEY VIEW RD EDEN PRAIRIE, MN A101 JC, MN JB, LK 701-155 4/6/22 LEVEL 1 FLOOR PLAN EDEN PRAIRIE MULTIFAMILY N TN 1/16" = 1'-0"A101 2 Level 1 0 4' 8' 16' 32' 48' ISSUE RECORD ISSUE # DATE DESCRIPTION REGISTRATION NO.DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.EXP. DATE KARL NILSEN DRECKTRAH 47663 06.30.202006.30.2022 DN UP DN UP 5 A300 4 A300 2 A300 1 A300 B 99 C D E F G K K L L N Q R S 4 A400 4 A400 3 A400 3 A400 2 A400 2 A400 1 A400 1 A400 1 2 3 4 5 6 8 14 16 M M 7 15 H JA 3 A301 1 A302 2 A301 3 A304 1 A301 2 A304 2 A302 A702 3 A701 3 A700 3 A705 4 13 10 11 12 P 2BR-C 215 2BR-C 226 STAIR A 228 1BR-A 229 1BR-B 230 1BR-B 231 1BR-B 232 1BR-B 216 2BR-B 217 1BR-B 218 2BR-B 220 1BR-B 221 2BR-B 222 ALCOVE 223 1BR-C 224 STORAGE 225 1BR-B 234 1BR-A 236 1BR-C 237 BOH 238 ALCOVE 240 2BR-A 241 1BR-A 242 1BR-A 243 1BR-A 244 STAIR C 245 2BR+D-A 246 2BR-B 248 ALCOVE 250 2BR-B 251 1BR-B 252 2BR-B 254 1BR-B 255 1BR-A 256 2BR-A 257 2BR-A 258 STAIR B 1BR-A 260 2BR-B 261 1BR-B 263 1BR-A 114 2BR-B 115 ALCOVE 116 ALCOVE 117 1BR-A 118 1BR-A 119 ALCOVE 120 BOH 127 ELEC 130 ELEV A-B 131 30' - 4 5/8" 29' - 7 3/8" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 18' - 0" 29' - 9 1/4" 18' - 0" 2' - 2 1/2" 30' - 0" 30' - 0" 17' - 1"18' - 0" 29' - 9 1/4" 13' - 4 3/8"4' - 7 5/8"30' - 0" 22' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0"18' - 9"36' - 5 1/4" 22' - 9" 22' - 9" 22' - 9" 9' - 10" 16' - 1" 15' - 6 1/8" 2' - 0 1/8" 11' - 11 1/2" 33' - 3" 18' - 11" 17' - 6 1/4"22' - 8 3/4" 18' - 9" 26' - 0" 33' - 3" 33' - 3" 26' - 0" 22' - 9" 18' - 11" 17' - 6 1/4"18' - 9" 22' - 9" 26' - 0" 33' - 3" 22' - 9" 9' - 9 7/8"31' - 5 1/4"34' - 7 3/4" 26' - 0" 33' - 3" 26' - 0" 22' - 9" 33' - 3" 26' - 0" 33' - 3" 18' - 8 5/8" 3 A705 5 A705 6 A705 2BR-B 275 ELEV LOBBY 280 CORRIDOR 2BR-A 26435' - 4 1/4" 29' - 8 3/4"18' - 9"18' - 9"34' - 1 1/4"TRASH CHUTE 30' - 0 1/2" 9' - 11" 22' - 8 3/8" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 22' - 9" 33' - 3" 33' - 3"18' - 0" 29' - 9 1/4"18' - 0"22' - 0"29' - 2"18' - 3 7/8"3' - 7 7/8"4' - 0 3/4"1' - 4 3/4" 1' - 4 3/4"4' - 0 3/4"4' - 0 3/4" 22' - 1 1/4" 29' - 0" 22' - 1 1/4" 18' - 0" 29' - 9 1/4" 18' - 0"6' - 7 5/8" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 4' - 0"18' - 0" 29' - 9 1/4" 18' - 0" GENERAL NOTES * SEE SHEET A100 FOR FLOOR PLAN GENERAL NOTES 01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax REGISTRATION NO. DATE NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD SET 04/06/2022 Name Number Date I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota AB 4/6/2022 1:12:54 PMVALLEY VIEW RD EDEN PRAIRIE, MN A103 JC, MN JB, LK, JH, WN 701-155 4/6/22 LEVEL 2-5 FLOOR PLAN EDEN PRAIRIE MULTIFAMILY 1/16" = 1'-0"A103 1 Level 2-5 0 4' 8' 16' 32' 48' N TN ISSUE RECORD ISSUE # DATE DESCRIPTION REGISTRATION NO.DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.EXP. DATE KARL NILSEN DRECKTRAH 47663 06.30.202006.30.2022 Level 1 0" Level 2 11' -6" B ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" LEVEL P1 -11' -6" Level 5 43' -0" CDEFGKLNQRSMHJ AP Level 1 0" Level 2 11' -6" 9 ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" LEVEL P1 -11' -6" Level 5 43' -0" 1 2 3 4 5 6 8 14 16 7 15 OVERHEAD DOOR 13 10 11 12 Level 1 0" Level 2 11' -6" B ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" LEVEL P1 -11' -6" Level 5 43' -0" C D E F G K L N Q R SMHJAP Level 1 0" Level 2 11' -6" 9 ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" LEVEL P1 -11' -6" Level 5 43' -0" 1234568 1416 7 15 13 101112 SOUTH CLASS I MATERIALS: BRICK: 4,868 SF = 20% FIBER CEMENT PANEL: 5,371 = 22% FIBER CEMENT LAP SIDING: 6,636 SF = 27% GLASS: 7,324.13 SF = 30% NON CLASS I MATERIALS: CONCRETE MASONRY: 150.5 = .05% CLASS I TOTAL: 24,199.13 SF = 99.5% TOTAL MATERIAL AREA: 24,349.63 SF = 100% EAST CLASS I MATERIALS: BRICK: 2,829 SF = 16% FIBER CEMENT PANEL: 3,431 SF = 20% FIBER CEMENT LAP SIDING: 5,995 SF = 34% GLASS: 5,159 SF = 30% NON CLASS I MATERIALS: N/A CLASS I TOTAL: 17,414 SF = 100% TOTAL MATERIAL AREA: 17,414 SF = 100% NORTH CLASS I MATERIALS: BRICK: 3,750 SF = 16% FIBER CEMENT PANEL: 3,823 SF = 16% FIBER CEMENT LAP SIDING: 7,836 SF = 34% GLASS: 7,718 SF = 33% NON CLASS I MATERIALS: CONCRETE MASONRY: 160 SF = 1% CLASS I TOTAL: 23,127 SF = 99% TOTAL MATERIAL AREA: 23,287 SF = 100% WEST CLASS I MATERIALS: BRICK: 2,467 SF = 14% FIBER CEMENT PANEL: 4,668 SF = 26% FIBER CEMENT LAP SIDING: 5,156 SF = 28% GLASS: 4,930 SF = 27% NON CLASS I MATERIALS: CONCRETE MASONRY: 1,039 SF = 5% CLASS I TOTAL: 17,222 SF = 94% TOTAL MATERIAL AREA: 18,260 SF = 100% EXTERIOR MATERIAL PERCENTAGES TOTAL CLASS I MATERIALS: BRICK: 13,914 SF = 17% FIBER CEMENT PANEL: 17,292 SF = 21% FIBER CEMENT LAP SIDING: 25,623 SF = 30.5% GLASS: 25,131.35 SF = 30% NON CLASS I MATERIALS: CONCRETE MASONRY: 1,349.5 SF = 1.5% CLASS I TOTAL: 81,960.35 SF = 98.5% TOTAL MATERIAL AREA: 83,309.85 SF = 100% TOTAL CLASS I MATERIALS: EXTERIOR MATERIAL KEY - BRICK COLOR 1 - FIBER CEMENT LAP COLOR 1 - FIBER CEMENT LAP COLOR 2 - FIBER CEMENT PANEL COLOR 1 - FIBER CEMENT PANEL COLOR 2 - FIBER CEMENT PANEL COLOR 3 NON-CLASS I MATERIALS: - BURNISHED MASONRY COLOR 1 NOT USED01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax REGISTRATION NO. DATE NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 Name Number Date I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota AB 6/1/2022 10:42:00 AMVALLEY VIEW RD EDEN PRAIRIE, MN A300 JC, MN, BK JB, LK 701-155 6/01/22 EXTERIOR ELEVATIONS - OVERALL EDEN PRAIRIE MULTIFAMILY 1/16" = 1'-0"A300 1 NORTH ELEVATION 1/16" = 1'-0"A300 2 WEST ELEVATION 1/16" = 1'-0"A300 4 SOUTH ELEVATION 1/16" = 1'-0"A300 5 EAST ELEVATION 0 4' 8' 16' 32' 48' ISSUE RECORD ISSUE # DATE DESCRIPTION REGISTRATION NO. DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.EXP. DATE KARL NILSEN DRECKTRAH 47663 06.30.202006.30.2022 Level 1 0" Level 2 11' -6" ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" Level 5 43' -0" NQRS 1 A400 ARCHITECTURAL ASPHALT ROOF SHINGLES, TYP. COLOR 1 FIBER CEMENT FASCIA TRIM , TYP. COLOR 2 WHITE EXTERIOR FINISH VINYL, SINGLE-HUNG, MULLED REVERSE COTTAGE STYLE WINDOWS. TEMPERED GLASS AT LOWER SASH, TYP. TRIM TO MATCH ADJ. MATERIAL ( INTERIOR FINISH:WHITE) GLIDER UNIT AT BALCONY TYP. FIBER CEMENT LAP SIDING, TYP. COLOR 2 ARCHITECTURAL MAGIC-PAK LOUVER COLOR 1 FIBER CEMENT PANELS, TYP. COLOR 3 PREFINISHED ALUMINUM HUNG BALCONY w/ PICKET RAILING, TYP. 5 A702 P W4W3 W4 W4W3 W4 W4W3 W4 W4W3 W4 W4W3 W4 W4 W4 W4 W4 W4 W5 W5 W5 W5 W5 W5.5 FIBER CEMENT LAP SIDING, TYP. COLOR 1 UTILITY BRICK COLOR 1 64' - 9 1/8"11' - 6" 10' - 6" 10' - 6" 10' - 6" 11' - 6" 7' - 6 1/8"6' - 3"64' - 2 1/4"17' - 5 1/4"2' - 9"AVG GRADE PLANE AVG ROOF HEIGHT Level 1 0" Level 2 11' -6" ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" Level 5 43' -0" KLNM ARCHITECTURAL ASPHALT ROOF SHINGLES, TYP. COLOR 1 FIBER CEMENT FASCIA TRIM , TYP. COLOR 2 WHITE EXTERIOR FINISH VINYL, SINGLE-HUNG, MULLED REVERSE COTTAGE STYLE WINDOWS. TEMPERED GLASS AT LOWER SASH, TYP. TRIM TO MATCH ADJ. MATERIAL ( INTERIOR FINISH:WHITE) FIBER CEMENT PANELS, TYP. COLOR 3 PREFINISHED ALUMINUM HUNG BALCONY w/ PICKET RAILING, TYP. 5 A701 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 FIBER CEMENT LAP SIDING, TYP. COLOR 2 FIBER CEMENT LAP SIDING, TYP. COLOR 1 UTILITY BRICK COLOR 1 22' - 1 1/4"29' - 0"22' - 1 1/4"64' - 9 1/8"2' - 9" 11' - 6" 10' - 6" 10' - 6" 10' - 6" 11' - 6" 7' - 6 1/8" 6' - 3" AVG GRADE PLANE AVG ROOF HEIGHT Level 1 0" Level 2 11' -6" B ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" LEVEL P1 -11' -6" Level 5 43' -0" CDEFGK 3 A400 2 A400 HJ AARCHITECTURAL ASPHALT ROOF SHINGLES, TYP. COLOR 1 FIBER CEMENT FASCIA TRIM , TYP. COLOR 2 WHITE EXTERIOR FINISH VINYL, SINGLE-HUNG, MULLED REVERSE COTTAGE STYLE WINDOWS. TEMPERED GLASS AT LOWER SASH, TYP. TRIM TO MATCH ADJ. MATERIAL ( INTERIOR FINISH:WHITE) GLIDER UNIT AT BALCONY TYP. FIBER CEMENT PANEL SIDING , TYP. COLOR 2 ARCHITECTURAL MAGIC-PAK LOUVER COLOR 1 METAL TRIM BAND COLOR 1 PREFINISHED ALUMINUM HUNG BALCONY w/ PICKET RAILING, TYP. GLASS SECTIONAL OVERHEAD DOOR FIBER CEMENT LAP SIDING , TYP. COLOR 2 BURNISHED MASONRY TYP. COLOR 1 ALUMINUM GLASS EXTERIOR DOOR 6 A700 W2W2W5 W3W3W3 W2W2 W3W3W3 W2W2 W5 W5 W5 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W3W3W3 W2W2 W3W4W4W3W3W3 W5 1 A450 UTILITY BRICK COLOR 1 FIBER CEMENT TRIM BAND , TYP. COLOR 1 FIBER CEMENT LAP SIDING, TYP. COLOR 1 UTILITY BRICK COLOR 1 11' - 6" 10' - 6" 10' - 6" 10' - 6" 11' - 6" 7' - 6 1/8"6' - 3"64' - 9 1/8"AVG GRADE PLANE AVG ROOF HEIGHT W3 W3 W3 W3 W3W3 W3 W3 W3W4 W4 W4 W4W4 W4 W4 W4 W4W4 W4 W4W4 W4 W4 W4 W4W4 W3W301" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax REGISTRATION NO. DATE NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 Name Number Date I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota AB 6/1/2022 10:42:25 AMVALLEY VIEW RD EDEN PRAIRIE, MN A301 JC, MN, BK JB, LK 701-155 6/01/22 EXTERIOR ELEVATIONS - NORTH EDEN PRAIRIE MULTIFAMILY 1/8" = 1'-0"A301 3 North Enlarged Elevation A 1/8" = 1'-0"A301 2 North Enlarged Elevation B 1/8" = 1'-0"A301 1 North Enlarged Elevation C 0 8' 16' 24'2' 4' ISSUE RECORD ISSUE # DATE DESCRIPTION REGISTRATION NO. DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.EXP. DATE KARL NILSEN DRECKTRAH 47663 06.30.202006.30.2022 Level 1 0" Level 2 11' -6" 9 ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" LEVEL P1 -11' -6" Level 5 43' -0" 4 A400 141615 ARCHITECTURAL ASPHALT ROOF SHINGLES, TYP. COLOR 1 FIBER CEMENT FASCIA TRIM , TYP. COLOR 2 WHITE EXTERIOR FINISH VINYL, SINGLE-HUNG, MULLED REVERSE COTTAGE STYLE WINDOWS. TEMPERED GLASS AT LOWER SASH, TYP. TRIM TO MATCH ADJ. MATERIAL ( INTERIOR FINISH:WHITE) FIBER CEMENT PANEL TYP. COLOR 3 PREFINISHED ALUMINUM HUNG BALCONY w/ PICKET RAILING, TYP. HOLLOW METAL EXTERIOR DOORS COLOR 1 6 A702 13 W4W4 W4W4 W4W4 W4W4 W4W4 W4 W4 W4 W4 W4 W4.5 W6 W4 W4 W4 W4 W4 W4.5W6 UTILITY BRICK COLOR 1 FIBER CEMENT LAP SIDING, TYP. COLOR 1 FIBER CEMENT LAP SIDING, TYP. COLOR 2 6' - 3"7' - 6 1/8"11' - 6"10' - 6"10' - 6"10' - 6"11' - 6"2' - 9"64' - 9 1/8"22' - 0"29' - 2 1/2"22' - 0"AVG GRADE PLANE AVG ROOF HEIGHT Level 1 0" Level 2 11' -6" ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" LEVEL P1 -11' -6" Level 5 43' -0" 12345687 ARCHITECTURAL ASPHALT ROOF SHINGLES, TYP. COLOR 1 SOFFIT PANELS, TYP. COLOR 2 FIBER CEMENT FASCIA TRIM , TYP. COLOR 2 FIBER CEMENT LAP SIDING , TYP. COLOR 1 WHITE EXTERIOR FINISH VINYL, SINGLE-HUNG, MULLED REVERSE COTTAGE STYLE WINDOWS. TEMPERED GLASS AT LOWER SASH, TYP. TRIM TO MATCH ADJ. MATERIAL ( INTERIOR FINISH:WHITE) GLIDER UNIT AT BALCONY TYP. FIBER CEMENT LAP SIDING , TYP. COLOR 2 ARCHITECTURAL MAGIC-PAK LOUVER COLOR 1 PREFINISHED ALUMINUM HUNG BALCONY w/ PICKET RAILING, TYP. 6 A70113101112 W5 W5 W5 W5 W5 W4 W2W4 W4 W2W4 W4 W2W4 W4 W2W4 W4 W2W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W3 W3 W3 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W2 W2 W3 W4W3 W4 W4 W4 W4 W3 W3 W3 W3W3 W4 W4 W2 W4 W4 W2 W2 W4 W4 W2 W2 W4 W4 W2 W2 UTILITY BRICK COLOR 1 ARCHITECTURAL MAGIC-PAK LOUVER COLOR 1 METAL TRIM BAND COLOR 1 FIBER CEMENT PANEL SIDING W/ TRIM, TYP. COLOR 2 13' - 9 1/8"11' - 6"10' - 6"10' - 6"10' - 6"11' - 6"2' - 9"64' - 9 1/8"25' - 2 3/4"122' - 5 9/16"17' - 7" AVG GRADE PLANE AVG ROOF HEIGHT01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax REGISTRATION NO. DATE NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 Name Number Date I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota AB 6/1/2022 10:42:44 AMVALLEY VIEW RD EDEN PRAIRIE, MN A302 JC, MN, BK JB, LK 701-155 6/01/22 EXTERIOR ELEVATIONS - EAST EDEN PRAIRIE MULTIFAMILY 1/8" = 1'-0"A302 2 East Enlarged Elevation A 1/8" = 1'-0"A302 1 East Enlarged Elevation B 0 8' 16' 24'2' 4' ISSUE RECORD ISSUE # DATE DESCRIPTION REGISTRATION NO. DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.EXP. DATE KARL NILSEN DRECKTRAH 47663 06.30.202006.30.2022 Level 1 0" Level 2 11' -6" B ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" LEVEL P1 -11' -6" Level 5 43' -0" C D E F G K 3 A400 2 A400 H JA ARCHITECTURAL ASPHALT ROOF SHINGLES, TYP. COLOR 1 SOFFIT PANELS, TYP. COLOR 2 FIBER CEMENT FASCIA TRIM , TYP. COLOR 2 WHITE EXTERIOR FINISH VINYL, SINGLE-HUNG, MULLED REVERSE COTTAGE STYLE WINDOWS. TEMPERED GLASS AT LOWER SASH, TYP. TRIM TO MATCH ADJ. MATERIAL ( INTERIOR FINISH:WHITE) GLIDER UNIT AT BALCONY TYP. ARCHITECTURAL MAGIC-PAK LOUVER COLOR 1 FIBER CEMENT LAP SIDING, TYP. COLOR 2 UTILITY BRICK, TYP. COLOR 1 CONCRETE BLOCK TYP. COLOR 1 UTILITY BRICK TYP. COLOR 1 WOOD FRAMED ENTRY CANOPY. BALLASTED EPDM ROOF FIBER CEMENT TRIM BAND, TYP. COLOR 1 FIBER CEMENT PANEL, TYP. COLOR 3 HOLLOW METAL EXTERIOR DOOR COLOR 1 6 A700 W1 W1 W1 W1 W3 W3 W3 W3 W3 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 METAL TRIM BAND, TYP. COLOR 1 UTILITY BRICK SOLDIER COURSE, TYP. COLOR 1 METAL SILL, TYP. COLOR 1 ALUMINUM STOREFRONT WINDOWS & DOORS, TYP. COLOR: DARK GREY KYNAR W4 W4 W4 W4 W4 W4 W4 W4 PREFINISHED ALUMINUM HUNG BALCONY w/ PICKET RAILING, TYP. FIBER CEMENT PANEL, TYP. COLOR 2 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4W4 W4 W4 W4W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4W3 W3 W3 W3 W3W4 W4 W4 W4 W4 6' - 3"7' - 6 1/8"11' - 6"10' - 6"10' - 6"10' - 6"11' - 6"2' - 9"62' - 0 1/8"38' - 8 1/2"26' - 0"38' - 0"26' - 0"38' - 1"26' - 0"38' - 0"26' - 2" 11' - 5 1/8" A303 5 AVG ROOF HEIGHT AVG GRADE PLANE Level 1 0" Level 2 11' -6" ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" Level 5 43' -0" K L N Q R S 1 A400 M ARCHITECTURAL ASPHALT ROOF SHINGLES, TYP. COLOR 1 FIBER CEMENT FASCIA TRIM , TYP. COLOR 2 WHITE EXTERIOR FINISH VINYL, SINGLE-HUNG, MULLED REVERSE COTTAGE STYLE WINDOWS. TEMPERED GLASS AT LOWER SASH, TYP. TRIM TO MATCH ADJ. MATERIAL ( INTERIOR FINISH:WHITE) FIBER CEMENT LAP SIDING , TYP. COLOR 2 ARCHITECTURAL MAGIC-PAK LOUVER COLOR 2 ARCHITECTURAL MAGIC- PAK LOUVER COLOR 1 FIBER CEMENT LAP SIDING, TYP. COLOR 1 UTILITY BRICK, TYP. COLOR 1 UTILITY BRICK SOLDIER COURSE, TYP. COLOR 1 METAL TRIM BAND COLOR 1 FIBER CEMENT PANEL SIDING, TYP. COLOR 3 PREFINISHED ALUMINUM HUNG BALCONY w/ PICKET RAILING, TYP. 5 A702 P W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4W2 W4 W3 W4 W3 W4 W3 W4 W3 W4 W4W2 W4W2 W4 W4W2 W4 W4W2 W4 W4 W5 W5 W5 W5 W5 W5.5 W5 W5 W5 W5 W5 W5.5 W4W3 W4 METAL SILL, TYP. COLOR 1 FIBER CEMENT PANEL TYP. COLOR 2 FIBER CEMENT PANEL SIDING, TYP. COLOR 3 64' - 9 1/8"6' - 3"9 5/8"6' - 8 1/2"11' - 6"10' - 6"10' - 6"10' - 6"11' - 6"2' - 9"17' - 5 3/4"23' - 10 7/16"24' - 2 5/16"21' - 7 5/8"22' - 9"20' - 8 5/8"17' - 5" AVG ROOF HEIGHT AVG GRADE PLANE2' - 9"ARCHITECTURAL MAGIC- PAK LOUVER COLOR 2 W2 W2 W2 W2 W2 W2 W2 W2 W2 BACKLIT LIGHT BOX W/ LOGO UTILITY BRICK TYP., COLOR 1 W/ SOLDIER COURSE STAND-OFF METAL SIGNAGE 3' - 6"1' - 2"2' - 4"10' - 5" TOTAL SIGN AREA: 21.2sf TOTAL SIGN BASE AREA: 16sf Level 2 11' -6" EQEQ 1' - 2"14" BACK-LIT STAND-OFF METAL SIGNAGE LETTERING MOUNT TO FACE OF METAL CANOPY 9' - 10 13/16"01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax REGISTRATION NO. DATE NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 Name Number Date I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota AB 6/1/2022 10:43:10 AMVALLEY VIEW RD EDEN PRAIRIE, MN A303 JC, MN , BK JB, LK 701-155 6/01/22 EXTERIOR ELEVATIONS - SOUTH EDEN PRAIRIE MULTIFAMILY 1/8" = 1'-0"A303 1 South Enlarged Elevation A 1/8" = 1'-0"A303 2 South Enlarged Elevation B 1/4" = 1'-0"A303 3 Monument Sign Elevation 0 8' 16' 24'2' 4' 3/16" = 1'-0"A303 5 South Enlarged Elevation A - Entry Signage ISSUE RECORD ISSUE # DATE DESCRIPTION REGISTRATION NO. DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.EXP. DATE KARL NILSEN DRECKTRAH 47663 06.30.202006.30.2022 Level 1 0" Level 2 11' -6" ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" LEVEL P1 -11' -6" Level 5 43' -0" 1 2 3 4 5 6 ARCHITECTURAL ASPHALT ROOF SHINGLES, TYP. COLOR 1 SOFFIT PANELS, TYP. COLOR 2 FIBER CEMENT FASCIA TRIM, TYP. COLOR 2 FIBER CEMENT PANELS COLOR 3 WHITE EXTERIOR FINISH VINYL, SINGLE-HUNG, MULLED REVERSE COTTAGE STYLE WINDOWS. TEMPERED GLASS AT LOWER SASH, TYP. TRIM TO MATCH ADJ. MATERIAL ( INTERIOR FINISH:WHITE) GLIDER UNIT AT BALCONY TYP. FIBER CEMENT LAP SIDING, TYP. COLOR 2 ARCHITECTURAL MAGIC-PAK LOUVER COLOR 1 FIBER CEMENT PANELS TYP. COLOR 3 METAL TRIM BAND COLOR 1 PREFINISHED ALUMINUM HUNG BALCONY w/ PICKET RAILING, TYP. GLASS SECTIONAL OVERHEAD DOOR BURNISHED MASONRY TYP. COLOR 1 HOLLOW METAL EXTERIOR DOOR COLOR 1 6 A701 10 W2 W2 W2 W2 W2 W2W4W3W4W4 W2 W2 W4 W4 W4 W4 W4 W5 W5 W5 W5 W5 W4W3W4W4 W4W3W4W4 W4W3W4W4 W4W3W4W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4 FIBER CEMENT LAP SIDING, TYP. COLOR 1 FIBER CEMENT TRIM, COLOR 1 UTILITY BRICK COLOR 1 FIBER CEMENT PANEL TYP. COLOR 2 13' - 9 1/8"11' - 6"10' - 6"10' - 6"10' - 6"11' - 6"11' - 6"79' - 9 1/8"17' - 7"146' - 10 1/4" W2 W2 W2 W2 Level 1 0" Level 2 11' -6" 9 ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" LEVEL P1 -11' -6" Level 5 43' -0" 6 87 ARCHITECTURAL ASPHALT ROOF SHINGLES, TYP. COLOR 1 FIBER CEMENT FASCIA TRIM , TYP. COLOR 2 WHITE EXTERIOR FINISH VINYL, SINGLE-HUNG, MULLED REVERSE COTTAGE STYLE WINDOWS. TEMPERED GLASS AT LOWER SASH, TYP. TRIM TO MATCH ADJ. MATERIAL ( INTERIOR FINISH:WHITE) FIBER CEMENT LAP SIDING, TYP. COLOR 1 ARCHITECTURAL MAGIC-PAK LOUVER COLOR 1 UTILITY BRICK, TYP. COLOR 1 UTILITY SOLDIER COURSE, TYP. COLOR 1 METAL TRIM BAND COLOR 1 PREFINISHED ALUMINUM HUNG BALCONY w/ PICKET RAILING, TYP. METAL SECTIONAL OVERHEAD DOOR BURNISHED MASONRY TYP. COLOR 1 ARCHITECTURAL MAGIC-PAK LOUVER COLOR 2 FIBER CEMENT LAP SIDING , TYP. COLOR 1 W5 W4W4 W5 W2 W2 W2 W2 W4 W4 W4 W4 W5 W5 FIBER CEMENT PANEL SIDING, TYP. COLOR 3 METAL SILL, TYP HOLLOW METAL EXTERIOR DOOR, COLOR 1 13' - 9 1/8"11' - 6"10' - 6"10' - 6"10' - 6"11' - 6"11' - 6"79' - 9 1/8"17' - 10 5/8"30' - 0"17' - 10 5/8" METAL CANOPY w/ STAND-OFF METAL BUILDING SIGNAGE W5 W5 W4 W4W4 W4 W5 W5 Level 1 0" Level 2 11' -6" 9 ROOF 54' -6" Level 3 22' -0" Level 4 32' -6" Level 5 43' -0" 4 A400 14 1615 ARCHITECTURAL ASPHALT ROOF SHINGLES, TYP. COLOR 1 FIBER CEMENT FASCIA TRIM , TYP. COLOR 2 WHITE EXTERIOR FINISH VINYL, SINGLE-HUNG, MULLED REVERSE COTTAGE STYLE WINDOWS. TEMPERED GLASS AT LOWER SASH, TYP. TRIM TO MATCH ADJ. MATERIAL ( INTERIOR FINISH:WHITE) ARCHITECTURAL MAGIC-PAK LOUVER COLOR 2 13 W2W2 W5W5 W2W2 W4 W2W2 W2W2 W2W2 W4 W4 W4 W4 W4 W4 W4 W4 W4 W4.5W6 ARCHITECTURAL MAGIC-PAK LOUVER COLOR 1 FIBER CEMENT PANELS, TYP. COLOR 3 GLIDER UNIT AT BALCONIES, TYP FIBER CEMENT LAP SIDING, TYP. COLOR 1 W2W2 W2 W2 W2 W2 5 A705 6 A705 7' - 0 5/8"6' - 8 1/2"11' - 6"10' - 6"10' - 6"10' - 6"11' - 6"68' - 3 1/8"14' - 2" 15' - 11 3/4" 22' - 0 1/2"01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax REGISTRATION NO. DATE NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 Name Number Date I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota AB 6/1/2022 10:43:32 AMVALLEY VIEW RD EDEN PRAIRIE, MN A304 JC, MN, BK JB, LK 701-155 6/01/22 EXTERIOR ELEVATIONS - WEST EDEN PRAIRIE MULTIFAMILY 1/8" = 1'-0"A304 3 West Enlarged Elevation A 1/8" = 1'-0"A304 2 West Enlarged Elevation B 1/8" = 1'-0"A304 1 West Enlarged Elevation C 0 8' 16' 24'2' 4' ISSUE RECORD ISSUE # DATE DESCRIPTION REGISTRATION NO. DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.EXP. DATE KARL NILSEN DRECKTRAH 47663 06.30.202006.30.2022 01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax REGISTRATION NO. DATE NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 2 05/11/2022 Name Number Date I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota AB 5/11/2022 5:38:34 PMVALLEY VIEW RD EDEN PRAIRIE, MN A351 JC, BK JB, LK 701-155 5/11/22 RENDERINGS EDEN PRAIRIE MULTIFAMILY SCHEMATIC RENDERING - VIEW FROM VALLEY VIEW ROAD (FROM GROUND LEVEL) SCHEMATIC RENDERING - FRONT ENTRY SCHEMATIC RENDERING - POOL AMENITY DECK SCHEMATIC RENDERING - VIEW FROM VALLEY VIEW ROAD (ELEVATED VIEW) ISSUE RECORD ISSUE # DATE DESCRIPTION REGISTRATION NO. DATE Name Number Date REGISTRATION NO.DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.EXP. DATE KARL NILSEN DRECKTRAH 47663 06.30.202006.30.2022 VALLEY VIEW RD.PROPOSED PROJECT Level 1 0'-0" Level 2 11'-6" Level 3 22'-0" Level 4 32'-6" Level 5 43'-0" VALLEY VIEW RD. PROPOSED PROJECT Level 1 0'-0" Level 2 11'-6" Level 3 22'-0" Level 4 32'-6" Level 5 43'-0"01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax REGISTRATION NO. DATE WWW.RYANCOMPANIES.COM © 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD SET 04/06/2022 Name Number Date I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota AB 4/6/2022 1:17:55 PMVALLEY VIEW RD EDEN PRAIRIE, MN A352 JC, BK JB, LK 701-155 4/6/22 SITE SECTIONS EDEN PRAIRIE MULTIFAMILY 1" = 30'-0"A352 1 NW/SE SITE CROSS SECTION 0 30' 60' 90' 1" = 30'-0"A352 2 SW/NE SITE CROSS SECTION ISSUE RECORD ISSUE # DATE DESCRIPTION REGISTRATION NO.DATE Name Number Date REGISTRATION NO. DATE Name Number Date REGISTRATION NO.EXP. DATE KARL NILSEN DRECKTRAH 47663 06.30.202006.30.2022 R:\Projects\701\100\701-155 Eden Prairie Multifamily\01 CIVIL\01 CAD\02 Sheet files\C100 Survey.dwg C100 BITUMINOUS PAVEMENTREMOVAL (TYP.)CONCRETE SIDEWALKREMOVAL (TYP.)REMOVE EX STRM INLET(COORDINATE W/ CITY)CONCRETE CURB ANDGUTTER REMOVAL (TYP.)FULL DEPTHPAVEMENT SAWCUT(TYP.)6,712 SF WETLAND REMOVALTREE REMOVAL(TYP.)TOPVIEW ROADO U T L O T C6060WEST QUARTER COR. SEC. 11,TWP. 116. RGE. 22 AND NWCOR. OUTLOT CFD CIMNORTH LINE OF OUTLOT CL=404.69 R=1020.00 Δ=22°43'56"PROPERTY ID:10-116-22-41-0019ADDRESS: 12980 VALLEY VIEW RD.OWNER:CAPITAL PARTNERS INDUST FUND OWNER:NEW TESTAMENT CHURCHROADWAY, U T I L I TY AND MA IN TENANCEEASEMENT PER DOC . NO . 1 5 9 5 5 9 0 S46°26'36"E10.00S 4 3 ° 3 3 ' 2 4 "W 4 0 . 0 0L=396.34R=1010.00Δ=22°29'02"6060CENTER LINE VALLEY VIEW ROADNORTHERLY R IGHT OF WAYLINE OF VALLEY V IEW ROADSOUTH L INE OF OUTLOT CE X C E P T I O N(VARIABLE WIDTH RIGHT OF WAY)RGE. 22 FD CIMSOUTH QUARTER COR.SEC. 11, TWP. 116.PRAIRIE CROSSROADS CORPORATE CENTERM E N A R D A D D I T I O N BRICKWALLBRICKWALLNO BU I LD INGS OBSERVEDRE:872.86IE:860.31(SW,NE)FES:847.05FES:847.05FES:846.14WETLANDAREA: 6,712 SFID:11-32-CCATEGORY: LOWWETLANDAREA: 20,545 SFID:11-32-BCATEGORY: MODERATEDECIDUOUS 2210DECIDUOUS 2213DECIDUOUS 2216DECIDUOUS 2226DECIDUOUS 2228DECIDUOUS 830DECIDUOUS 831DECIDUOUS 832DECIDUOUS 833DECIDUOUS 834DECIDUOUS 835DECIDUOUS 836837DECIDUOUS 838DECIDUOUS 839DECIDUOUS 840DECIDUOUS 841DECIDUOUS 842DECIDUOUS 843DECIDUOUS 845DECIDUOUS 846DECIDUOUS 847DECIDUOUS 848DECIDUOUS 850DECIDUOUS 851DECIDUOUS 852DECIDUOUS 853DECIDUOUS 854DECIDUOUS 855DECIDUOUS 856DECIDUOUS 857DECIDUOUS 858DECIDUOUS 859DECIDUOUS 860DECIDUOUS 861DECIDUOUS 862DECIDUOUS 863DECIDUOUS 865DECIDUOUS 866DECIDUOUS 867DECIDUOUS 868DECIDUOUS 870DECIDUOUS 871DECIDUOUS 872DECIDUOUS 874DECIDUOUS 875DECIDUOUS 876DECIDUOUS 877DECIDUOUS 878DECIDUOUS 879DECIDUOUS 880DECIDUOUS 881DECIDUOUS 882DECIDUOUS 883DECIDUOUS 884DECIDUOUS 885DECIDUOUS 886DECIDUOUS 887DECIDUOUS 888DECIDUOUS 889DECIDUOUS 890DECIDUOUS 891DECIDUOUS 892DECIDUOUS 893DECIDUOUS 894DECIDUOUS 895DECIDUOUS 896DECIDUOUS 897DECIDUOUS 898DECIDUOUS 899DECIDUOUS 900DECIDUOUS 2201DECIDUOUS 2202DECIDUOUS 2203DECIDUOUS 2204DECIDUOUS 2205DECIDUOUS 2206DECIDUOUS 2207DECIDUOUS 2208DECIDUOUS 2209DECIDUOUS 2211DECIDUOUS 2212DECIDUOUS 2214DECIDUOUS 2215DECIDUOUS 2217DECIDUOUS 2218DECIDUOUS 2219DECIDUOUS 2220DECIDUOUS 2221DECIDUOUS 2222DECIDUOUS 2223DECIDUOUS 2225DECIDUOUS 2227DECIDUOUS 844DECIDUOUS 849DECIDUOUS 864DECIDUOUS 873DECIDUOUS 2224N88°11'04"E 547.08Δ=29°22'01"R=125.00L=64.07S39°10'07"E 56.92L=152.81R=583.34Δ=15°00'31"S00°04'32"E 715.73C.Brg.=S54°55'23"WC.=402.04C.Brg.=N31°39'50"WC.=152.37C.BRG.=S24°29'02"EC.=63.37RE:862.68IE:850.87(NE)IE:850.77(SE)STS-GSTS-CSTS-FSTS-JNova-9Nova-12Nova-10Nova-11Nova-8STS-KSTS-BNova-4STS-ISTS-HSTS-DNova-13Nova-5Nova-7STS-LSTS-ENova-14Nova-6Nova-15Nova-2STS-MNova-3STS-ANova-1ST-10ST-12ST-11ST-8ST-9ST-7ST-5ST-4ST-6ST-3ST-2ST-1ST-13RE:855.13IE:842.828"SERV.IE:837.70RE:850.4IE:837.32(NE)IE:837.20(SW)RE:850.37IE:840.14(NE)24"RCPIE:839.92(W)24"RCPIE:839.96(S)30"RCPRE:857.67IE:852.67(SE)12"RCPRE:870.17IE:864.32(SE)12"RCPRE:858.36IE:852.05(NW)12"RCPIE:852.05(SE)15"RCPRE:858.32IE:851.40(NW)15"RCPIE:850.64(NE)24"RCPIE:850.64(SW)24"RCPIE:851.34(SE)18"RCPRE:865.77IE:858.20(SW,NE)24"RCPRE:869.51IE:862.89(NW)12"RCPIE:862.27(NE,SE)18"RCPIE:862.27(SW)24"RCPRE:869.35IE:863.99(SE,NW)12"RCPRE:882.15IE:880.00(E)15"RCPRE:882.28IE:879.59(W)15"RCPVAL LEY V IEW ROAD (COUN TY S TA TE A ID (PUB L IC LY DED ICA TED ) ( F .K .A . SCHOONER B LVD ) H IGHWAY NO . 3 9 )DECIDUOUS 913 15"(N87°44'44.4"E RECORD BEARING)TP-1TP-2TP-5TP-6TP-4TP-3TP-7TP-8TP-9ST-15ST-16ST-14PROPOSED WETLANDSTRUCTURE SETBACKPROPOSED WETLANDBUFFERAPPROXIMATE LIMITS OFCONSTRUCTIONCONCRETE CURB ANDGUTTER REMOVAL FORFIRE ACCESSTREE PROTECTIONFENCING (TYP.)R:\Projects\701\100\701-155 Eden Prairie Multifamily\01 CIVIL\01 CAD\02 Sheet files\C102 Removals Plan.dwg LEGEND:REMOVALCURBBITUMINOUSCONCRETESAWCUTC102MBCCHL70115506/01/2022SD PKG 3REMOVALSPLAN0102030405------------------------------------------------------------12/20/202104/06/202205/11/202205/23/202206/01/2022------------------------------------------------------------50% SD SETSD SETSD PKG 2RPBCWD SUBMITTALSD PKG 3------------------------------------------------------------WWW.RYANCOMPANIES.COMRYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 faxPRELIMINARYNOT FORCONSTRUCTIONREGISTRATION NO.DATENameI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of MinnesotaRYAN A+E, INC.DRAWN BYCHECKED BYJOB NO.DATEISSUE RECORDISSUE #DATEDESCRIPTIONCONSULTANTSOWNERPROJECT INFORMATION© 2021EDEN PRAIRIEMULTI-FAMILY44986CHAD H. LOCKWOOD06/01/20221.CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHICFEATURES PRIOR TO THE COMMENCEMENT OF REMOVALS AND SITE GRADING. THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 1-800-252-1166 OR 811) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION.3.ALL EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO REMOVALS.4.CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TOCOORDINATE ACTIVITIES WITH UTILITY COMPANIES.5.CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NOTED ON PLANS. ALL PERMITS, APPLICATIONS ANDFEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.6.CONTRACTOR IS RESPONSIBLE FOR PROTECTING, OR REMOVING AND REINSTALLING ALL FENCES, SIGNS,AND OTHER MISCELLANEOUS ITEMS. SERVICE MUST BE MAINTAINED THROUGHOUT CONSTRUCTION.TEMPORARY OR PERMANENT RELOCATION OF ABOVE ITEMS MAY BE NECESSARY AND SHALL BECOORDINATED WITH THE APPROPRIATE PARTY. ALL WORK REQUIRED TO COMPLETE THE ABOVE SHALL BECONSIDERED INCIDENTAL TO THE PROJECT.7.CARE MUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY MONUMENTSAND/OR PROPERTY IRONS.8.EXISTING PAVEMENT WITHIN RIGHT-OF-WAY SHALL BE SAWCUT IN ACCORDANCE WITH CITY REQUIREMENTS.9.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISENOTED.10.CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS UNLESSOTHERWISE NOTED. STRIP TOPSOIL, AND STOCKPILE ON-SITE. REFER TO EROSION CONTROL PLAN, GRADINGPLAN AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR SEDIMENT AND EROSION CONTROLREQUIREMENTS.11.TREE PROTECTION FENCING SHALL BE INSTALLED AT THE DRIP LINE OF TREES TO REMAIN WITHIN THE LIMITSOF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE MAINTAINED THROUGHOUT THEPROJECT. REMOVAL NOTESSCALEINFEET30600A = 315 = TOTAL DIAMETER INCHES OF SIGNIFICANT TREES LOST AS A RESULT OF THE LAND ALTERATIONB = 353 = TOTAL DIAMETER INCHES OF SIGNIFICANT TREE SITUATED ON THE LANDC = 0.5 = TREE REPLACEMENT CONSTANT (0.5)D = 140.6 = REPLACEMENT TREES (NUMBER OF CALIPER INCHES)[(A/B) X C] X A = DNUMBER OF REPLACEMENT TREES (2.5" CALIPER MINIMUM)124 / 2.5" = 56.2 TREESSIGNIFICANT TREE REPLACEMENT FORMULATREEWETLAND BUFFERWETLAND STRUCTURE SETBACKLIMITS OF CONSTRUCTIONTREE PROTECTION TOPVIEW ROADWETLANDAREA: 20,545 SFID:11-32-BCATEGORY: MODERATEVAL LEY V IEW ROAD (COUN TY S TA TE A ID H IGHWAY NO . 3 9 )9PROPOSED5 -S TORY BU I LD ING 1715161111162926F FE = 8 6 2 . 0GFE = 8 5 1 . 0 3GENXFMR/CT XFMR/CTSTORMWATERINFILTRATION BASIN11-32-ETOP=853.00HWL=852.21OUTLET=848.80BOTTOM=847.60EXISTING LOWLAND AREA11-32-FHWL=855.92OUTLET/BOT=853.00PROPOSED HWL=851.71EXISTING HWL=851.94MATCH EXISTINGCURB AND GUTTERMATCH EXISTINGBITUMINOUSPAVEMENT SECTIONMATCH EXISTINGCURB AND GUTTER30'26'26'9'LOADING AREAUNDERGROUNDPARKING ACCESS35'BUILDING/PARKINGSETBACK30' BUILDING SETBACK10' PARKING SETBACK35' BUILDING SETBACK17.5' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACKCAST IN PLACERETAINING WALL(SEE GRADING PLAN)MONUMENT SIGN(21.2 SF SIGNAREA, 16SF SIGNBASE, PER SIDE)25'25'18'CAST IN PLACERETAINING WALL(SEE GRADING PLAN)RECON GRAVITYRETAINING WALL(SEE GRADING PLAN)80'36'152'12' RIGHT-OF-WAYDEDICATION101'CONCRETE SIDEWALK(TYP.)PAVEMENT STRIPING(TYP.)28'BBR9'R10'R10'R20'4' TRAILR10'R46'R10'R10'R10'R10'R10'R10'PATIO (TYP.)POOL (REFER TO ARCH & LA)EXISTING TREE(TYP.)TRAFFIC FLOW ARROW(TYP.)HEAVY DUTY CONCRETE(TYP.)25'62'64'24'PROPOSED WETLANDSTRUCTURE SETBACKPROPOSEDWETLAND BUFFERAPPROXIMATE LIMITS OFCONSTRUCTIONROOF OVERHANG(TYP.)CANOPYCANOPYRECON GRAVITYRETAINING WALL(SEE GRADING PLAN)TRASH STAGING AREAPEDESTRIAN RAMP W/HANDRAILSDIRECTIONAL SIGNAGE (6 SF)BUILDING/CANOPYMOUNTED SIGNAGE(12 SF)ROW DEDICATION12' ROWDEDICATION12'R4.5'R4.5'R4.5'R4.5'R4.5'FIRE ACCESSDRIVE7'6'7'6'5'15'4'5'2'4'S512 CURB AND GUTTER20'8'ED GMATCH EXISTINGCURB AND GUTTERS512 CURB ANDGUTTERISLAND AREA (484 SF)ISLAND AREA (271 SF)ISLAND AREA (218 SF)ISLAND ARE A ( 1 7 1 S F ) IS L AND ARE A ( 3 3 0 S F ) IS LAND AR E A ( 1 7 1 S F ) IS L AND ARE A ( 2 2 3 S F ) I S L AND AR EA ( 1 7 9 S F ) IS LAND AR E A ( 4 2 8 S F ) I S L AND AREA ( 3 2 5 S F ) IS L AND ARE A ( 2 0 1 S F ) I S L AND AREA ( 2 7 9 S F ) I S L AND AREA ( 4 8 8 S F ) I S L AND AR EA ( 3 2 8 S F )D GD FD FA F H H H H H H H H H HGENERATOR(W3.08 X L9.54167X H6.67)R:\Projects\701\100\701-155 Eden Prairie Multifamily\01 CIVIL\01 CAD\02 Sheet files\C300 Site Plan.dwg LEGEND:EXISTINGPROPOSEDPROPERTY BOUNDARYCURBEASEMENTLIGHT DUTY BITUMINOUSCONCRETECHAIN LINK FENCEBLOCK RETAINING WALLLOT/TRACT LINETRAIL (SEE LANDSCAPE)TREE LINESTREET LIGHTSIGNBOLLARDPROPERTY CORNERBUILDING SETBACK LINEPARKING SETBACK LINEADA ROUTETIP OUTPOWER POLEFLAG POLEBENCHMARKC300MBCCHL70115506/01/2022SD PKG 3SITE PLAN0102030405------------------------------------------------------------12/20/202104/06/202205/11/202205/23/202206/01/2022------------------------------------------------------------50% SD SETSD SETSD PKG 2RPBCWD SUBMITTALSD PKG 3------------------------------------------------------------WWW.RYANCOMPANIES.COMRYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 faxPRELIMINARYNOT FORCONSTRUCTIONREGISTRATION NO.DATENameI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of MinnesotaRYAN A+E, INC.DRAWN BYCHECKED BYJOB NO.DATEISSUE RECORDISSUE #DATEDESCRIPTIONCONSULTANTSOWNERPROJECT INFORMATION© 2021EDEN PRAIRIEMULTI-FAMILY44986CHAD H. LOCKWOOD06/01/20221.ALL TEMPORARY AND PERMANENT SITE SIGNAGE, STRIPING, AND TRAFFIC CONTROL DEVICES SHALL BE INCONFORMANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).2.CONTRACTOR SHALL PAINT ALL STALLS, ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLESWITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH.3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT.4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED.5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED INSTEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL.6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGNLOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROMDIRECTIONAL TRANSITION BETWEEN LANES TO CURB.7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.SIGNAGE AND STRIPING NOTESSITE NOTES1.CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING CONDITIONS. THIS WOULDINCLUDE ALL EXISTING UTILITIES AND TOPOGRAPHIC FEATURES. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS.2.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, FACE OF BUILDING, EDGE OF PAVEMENT, OR TO PROPERTYLINE, UNLESS OTHERWISE NOTED.3.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED INACCORDANCE WITH THE DETAILS SHOWN PER THE CIVIL DETAILS AND STATE/LOCAL JURISDICTIONREQUIREMENTS.4.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS ANDLOCAL/STATE REQUIREMENTS.5.TYPICAL FULL SIZED PARKING STALL IS 9.0' X 18.0' UNLESS OTHERWISE NOTED.6.ALL RADII ARE TO GUTTER LINE OR PAVEMENT EDGE UNLESS OTHERWISE NOTED.7.ALL CONCRETE CURB AND GUTTER RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED.8.ALL CURB TERMINI TO HAVE A 3.0' TAPER UNLESS OTHERWISE NOTED.9.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TOEXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS.10.SEE ELECTRICAL FOR SITE LIGHTING AND PHOTOMETRICSDIRECTIONAL SIGN LEGENDSTOP SIGNR1-1, 30" x 30"ABADA SIGN W/BOLLARDR7-8m, R7-8bPZONING REQUIREMENTS RM-2.5 CODE REQUIREMENTS:REQUIRED MINIMUM BUILDING SETBACKS PER CITY:FRONT: 35'REAR: 30'SIDE: 25'PROPOSED MINIMUM BUILDING SETBACKS:FONT (VALLEY VIEW ROAD):101'FRONT (TOPVIEW ROAD):152'SIDE (WEST): 80'SIDE (NORTH):36'REQUIRED MINIMUM PARKING SETBACKS PER CITY:FONT (VALLEY VIEW ROAD):17.5'FRONT (TOPVIEW ROAD):35'SIDE (WEST): 10'SIDE (NORTH):10'PROPOSED MINIMUM PARKING SETBACKS:FONT (VALLEY VIEW ROAD):25'FRONT (TOPVIEW ROAD):62'SIDE (WEST): 64'SIDE (NORTH):N/AREQUIRED MAX STRUCTURE HEIGHT PER CITY: 45'PROPOSED STRUCTURE HEIGHT: 64'-9 1/8"REQUIRED MINIMUM USABLE OPEN SPACE PER CITY: 31,650 SF (150SF/UNIT)PROPOSED USABLE OPEN SPACE:32,431 SF(152SF/UNIT)OFF-STREET PARKING REQUIRED PARKING STALLS PER CITY:MULTIFAMILY: 2 SPACES PER UNIT(1 SPACE PER STUDIO UNIT)ENCLOSED PARKING: 50% THE REQUIRED SPACE TO BE ENCLOSEDREQUIRED PARKING:MULTIFAMILY177 UNITS*2354 STALLS34 ALCOVE UNITS*1 34 STALLSTOTAL388 STALLSPROPOSED PARKING:SURFACE PARKING153 STALLSENCLOSED PARKING99 STALLSTOTAL252 STALLSSITE DATAEXISTING ZONING:RURALPROPOSED ZONING: RM-2.5 (PUD)EXISTING FUTURE LAND USE:OFFICEPROPOSED FUTURE LAND USE: MEDIUM HIGH DENSITY RESIDENTIALSITE AREA:EXISTING SITE AREA7.18± ACPROPOSED SITE AREA(AFTER ROW DEDICATIONS)7.03± ACLIMITS OF DISTURBANCE5.02± ACPROPOSED TOTAL PERVIOUS AREA 4.08 AC (58.0%)PROPOSED IMPERVIOUS AREABUILDING0.97 ACPAVEMENT1.98 ACPROPOSED PARKING LOT AREA1.28 ACPROPOSED PERVIOUS AREA IN PARKING LOT 0.09 AC (7.4%)BUILDING AREA:MULTIFAMILY251,343± GSF (INCLUDES GARAGE)42,191± SF FOOTPRINT211 UNITS (34 ALCOVE UNITS)DENSITY:30.0 UNITS PER ACPROPOSED FAR:0.82PROPOSED BAR:0.14SCALEINFEET30600DECORATIVE PAVEMENTHEAVY DUTY CONCRETEWETLAND BUFFERWETLAND STRUCTURE SETBACKLIMITS OF CONSTRUCTIONCNO PARKING SIGN (R7-8)HEAVY DUTY BITUMINOUSDDO NOT ENTER (R5-1)EFIRE ACCESS ONLYFONE WAY (R6-1R)GNO LEFT TURN (R3-2)HWETLAND BUFFER MONUMENT (FURNISH AND INSTALL PER SECTION 11.51, SUB 10)1.26 TOPVIEW ROADRE:872.86IE:860.31(SW,NE)FES:847.05FES:847.05FES:846.14WETLANDAREA: 20,545 SFID:11-32-BCATEGORY: MODERATERE:862.68IE:850.87(NE)IE:850.77(SE)STS-GSTS-CSTS-FSTS-JNova-9Nova-12Nova-10Nova-11Nova-8STS-KSTS-BNova-4STS-ISTS-HSTS-DNova-13Nova-5Nova-7STS-LSTS-ENova-14Nova-6Nova-15Nova-2STS-MNova-3STS-ANova-1ST-10ST-12ST-11ST-8ST-9ST-7ST-5ST-4ST-6ST-3ST-2ST-1ST-13RE:855.13IE:842.828"SERV.IE:837.70RE:850.4IE:837.32(NE)IE:837.20(SW)RE:850.37IE:840.14(NE)24"RCPIE:839.92(W)24"RCPIE:839.96(S)30"RCPRE:870.17IE:864.32(SE)12"RCPRE:858.36IE:852.05(NW)12"RCPIE:852.05(SE)15"RCPRE:858.32IE:851.40(NW)15"RCPIE:850.64(NE)24"RCPIE:850.64(SW)24"RCPIE:851.34(SE)18"RCPRE:865.77IE:858.20(SW,NE)24"RCPRE:869.51IE:862.89(NW)12"RCPIE:862.27(NE,SE)18"RCPIE:862.27(SW)24"RCPRE:869.35IE:863.99(SE,NW)12"RCPRE:882.15IE:880.00(E)15"RCPRE:882.28IE:879.59(W)15"RCPVAL LEY V IEW ROAD (COUN TY S TA TE A ID H IGHWAY NO . 3 9 )TP-1TP-2TP-5TP-6TP-4TP-3TP-7TP-8TP-9ST-15ST-16ST-14PROPOSED5 -S TORY BU I LD ING F FE = 8 6 2 . 0GFE = 8 5 1 . 0GENXFMR/CT XFMR/CTSTORMWATERINFILTRATION BASIN11-32-ETOP=853.00HWL=852.21OUTLET=848.80BOTTOM=847.60EXISTING LOWLAND AREA11-32-FHWL=855.92OUTLET/BOT=853.00PROPOSED HWL=851.71EXISTING HWL=851.9435FT-30FT SOIL CORRECTIONAPPROXIMATE BUILDINGSOIL CORRECTION LIMITSEXISTING LOWLAND AREAOUTLET=853BOT=853CAST IN PLACERETAINING WALLRECON GRAVITYRETAINING WALLSEE INFILTRATION BASINDETAIL ON C602PROPOSED WETLANDSTRUCTURE SETBACKPROPOSED WETLANDBUFFERAPPROXIMATE LIMITS OFCONSTRUCTIONEOF: 853.00EOF EOF: 852.00EOF RECON GRAVITY RETAINING WALLCAST IN PLACERETAINING WALLEOF: 859.70EOFTREE PROTECTIONFENCING (TYP.)R:\Projects\701\100\701-155 Eden Prairie Multifamily\01 CIVIL\01 CAD\02 Sheet files\C401 Grading Plan.dwg LEGEND:EXISTINGPROPOSEDMAJOR CONTOURMINOR CONTOURONE-POINT PERCENT GRADESLOPE RATIOCUT / FILL DEPTHPAVEMENT ELEVATIONCONCRETE ELEVATIONGUTTER LINE ELEVATIONTOP OF CURB ELEVATIONTOP OF CURB=GUTTER LINETOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONGROUND ELEVATIONSOIL BORINGNATURAL GROUNDSTORM INLETSTORM MANHOLEFLARED END SECTIONFINISHED FLOOR ELEVATIONSTRUCTURE RIM ELEVATIONTWO-POINT PERCENT GRADEBENCHMARKHIGH WATER LEVELC401MBCCHL70115506/01/2022SD PKG 3GRADING PLAN0102030405------------------------------------------------------------12/20/202104/06/202205/11/202205/23/202206/01/2022------------------------------------------------------------50% SD SETSD SETSD PKG 2RPBCWD SUBMITTALSD PKG 3------------------------------------------------------------STORM SEWER PIPESOLID DRAINTILEPERFORATED DRAINTILEWWW.RYANCOMPANIES.COMRYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 faxPRELIMINARYNOT FORCONSTRUCTIONREGISTRATION NO.DATENameI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of MinnesotaRYAN A+E, INC.DRAWN BYCHECKED BYJOB NO.DATEISSUE RECORDISSUE #DATEDESCRIPTIONCONSULTANTSOWNERPROJECT INFORMATION© 2021EDEN PRAIRIEMULTI-FAMILY44986CHAD H. LOCKWOOD06/01/2022GRADING NOTES1.SUBCONTRACTORS WHOSE WORK REQUIRES EXCAVATION SHALL CONTACT "GOPHER STATE ONE-CALL"(651-454-0002 OR 1-800-252-1166 OR 811) FOR UTILITY LOCATIONS 48 HOURS PRIOR TO EXCAVATION. HE/SHE SHALLREPAIR OR REPLACE DAMAGED UTILITIES DURING CONSTRUCTION AT NO COST TO OWNER OR GENERALCONTRACTOR.2.EXISTING TOPOGRAPHY PER SAMBATEK INC., ALTA/NSPS LAND TITLE SURVEY, DATED 12/20/2021.3.REFER TO GEOTECHNICAL EVALUATION REPORT, DATED 03/21/2022 AS PREPARED BY BRAUN INTERTEC FOR ANEXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS.4.CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING CONDITIONS. THIS WOULDINCLUDE ALL EXISTING UTILITIES AND TOPOGRAPHIC FEATURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS.5.SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WITH EXCEPTION OFTOPSOIL, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL AS DIRECTED BY THE GEOTECHNICALENGINEER. STOCKPILE TOPSOIL AND GRANULAR FILL AT LOCATIONS DIRECTED BY GENERAL CONTRACTOR.6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITYPROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TOEXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF THEEXISTING PAVEMENT.7.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.8.PROPOSED GRADES SHOWN ARE FINISHED GRADES.9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHERUNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE SUBCONTRACTOR AND SHALL BE DISPOSED OFF THECONSTRUCTION SITE.10.THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 2 PERCENT UNLESS OTHERWISE NOTED.11.FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" BELOW FLOOR ELEVATION UNLESSOTHERWISE NOTED.12.EARTHWORK & PAVING CONTRACTORS ARE RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED GROUNDSURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE POSITIVE DRAINAGE AWAY FROM THEBUILDING AND PREVENT PONDING IN LOWER AREAS. ANY DERIVATION FROM PLANS SHALL BE APPROVED BY THEPROJECT ENGINEER.13.GRADING BEHIND CURBS SHALL START AT THE TOP OF CURB.14.CONTRACTOR SHALL VERIFY THAT EXISTING UTILITIES HAVE ADEQUATE COVER TO MEET PROVIDERREQUIREMENTS IN AREAS OF GRADE REVISIONS.15.RETURN ALL TEMPORARY DIVERSIONS TO EXISTING GRADE UPON FINAL STABILIZATION.16.ALL RETAINING WALLS GREATER THAN FOUR FEET TO BE DESIGNED BY A STRUCTURAL ENGINEER. IF OWNERAPPROVES MODULAR BLOCK CONSTRUCTION, WALL SHALL BE DESIGNED BY A LICENSED DESIGNER AND APPROVEDBY GEOTECHNICAL ENGINEER.17.FOR SITE RETAINING WALLS "TW EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW EQUALSSURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL(NOT BOTTOM OF BURIED WALL COURSES).18.REMOVE SEDIMENT FROM EXISTING STORM SEWER IF PRESENT.19.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OFPAVEMENT UNLESS OTHERWISE NOTED.20.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERSSHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.21.GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENTTO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNERTRACKS ARE RECOMMENDED.22.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES (COMPACTED) OF TOP SOIL ANDSEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION ISESTABLISHED. SEE LANDSCAPE PLAN FOR DETAILS.23.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARELEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.24.DUST MUST BE ADEQUATELY CONTROLLED.25.ON SLOPES 4:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES.26.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARESTABILIZED.27.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACEWATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OFSILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETESTOCKPILES, SAND STOCKPILES.28.FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THATDISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTEDFINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BEREMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES ANDSEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY.29.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS VERIFYING PROPERCONSTRUCTION OF THE BMPS.30.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.31.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION.32.SEE PAVING PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.33.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS ANDLOCAL/STATE REQUIREMENTS.34.BASED ON GROUNDWATER ELEVATIONS ENCOUNTERED DURING GEOTECHNICAL EXPLORATION TEMPORARYDEWATERING OF EXCAVATIONS MAY BE NEEDED. REFER TO GEOTECHNICAL REPORT FOR ADDITIONALINFORMATION.SCALEINFEET30600WETLAND BUFFERWETLAND STRUCTURE SETBACKLIMITS OF CONSTRUCTIONCUT FILL QUANTITIESAPPROXIMATE RAW CUT/FILL QUANTITIES (NO HOLDDOWNS)CUT = 16,075 CYFILL = 14,400 CYNET = 1,675 CY (CUT) TOPVIEW ROADRE:872.86IE:860.31(SW,NE)FES:847.05FES:847.05FES:846.14FES:844.84WETLANDAREA: 20,545 SFID:11-32-BCATEGORY: MODERATERE:882.20IE:865.00RE:862.68IE:850.87(NE)IE:850.77(SE)STS-GSTS-CSTS-FSTS-JNova-9Nova-12Nova-10Nova-11Nova-8STS-KSTS-BNova-4STS-ISTS-HSTS-DNova-13Nova-5Nova-7STS-LSTS-ENova-14Nova-6Nova-15Nova-2STS-MNova-3STS-ANova-1ST-10ST-12ST-11ST-8ST-9ST-7ST-5ST-4ST-6ST-3ST-2ST-1ST-13RE:855.13IE:842.828"SERV.IE:837.70RE:850.4IE:837.32(NE)IE:837.20(SW)RE:850.37IE:840.14(NE)24"RCPIE:839.92(W)24"RCPIE:839.96(S)30"RCPIE:838.40(BUILD)RE:870.17IE:864.32(SE)12"RCPRE:858.36IE:852.05(NW)12"RCPIE:852.05(SE)15"RCPRE:858.32IE:851.40(NW)15"RCPIE:850.64(NE)24"RCPIE:850.64(SW)24"RCPIE:851.34(SE)18"RCPRE:865.77IE:858.20(SW,NE)24"RCPRE:869.51IE:862.89(NW)12"RCPIE:862.27(NE,SE)18"RCPIE:862.27(SW)24"RCPRE:869.35IE:863.99(SE,NW)12"RCPRE:881.90IE:878.68(S)12"RCPRE:882.23IE:878.36(N)12"RCPIE:878.36(NE)18"RCPRE:882.15IE:880.00(E)15"RCPRE:882.28IE:879.59(W)15"RCPVAL LEY V IEW ROAD (COUN TY S TA TE A ID H IGHWAY NO . 3 9 )TP-1TP-2TP-5TP-6TP-4TP-3TP-7TP-8TP-9ST-15ST-16ST-14EXISTING FFE ±857(BASED ON MNTOPO)PROPOSED5 -S TORY BU I LD ING F FE = 8 6 2 . 0GFE = 8 5 1 . 0GENXFMR/ CT XFMR/CTSTORMWATERINFILTRATION BASIN11-32-ETOP=853.00HWL=852.21OUTLET=848.80BOTTOM=847.60EXISTING LOWLAND AREA11-32-FHWL=855.92OUTLET/BOT=853.00PROPOSED HWL=851.71EXISTING HWL=851.94R:\Projects\701\100\701-155 Eden Prairie Multifamily\01 CIVIL\01 CAD\02 Sheet files\C400 Overall Grading Plan.dwg C400MBCCHL70115506/01/2022SD PKG 3OVERALLGRADING PLAN0102030405------------------------------------------------------------12/20/202104/06/202205/11/202205/23/202206/01/2022------------------------------------------------------------50% SD SETSD SETSD PKG 2RPBCWD SUBMITTALSD PKG 3------------------------------------------------------------WWW.RYANCOMPANIES.COMRYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 faxPRELIMINARYNOT FORCONSTRUCTIONREGISTRATION NO.DATENameI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of MinnesotaRYAN A+E, INC.DRAWN BYCHECKED BYJOB NO.DATEISSUE RECORDISSUE #DATEDESCRIPTIONCONSULTANTSOWNERPROJECT INFORMATION© 2021EDEN PRAIRIEMULTI-FAMILY44986CHAD H. LOCKWOOD06/01/2022SCALEINFEET501000 TOPVIEW ROADRE:872.86IE:860.31(SW,NE)FES:847.05FES:847.05FES:846.14FES:844.84WETLANDAREA: 20,545 SFID:11-32-BCATEGORY: MODERATERE:862.68IE:850.87(NE)IE:850.77(SE)RE:855.13IE:842.828"SERV.IE:837.70RE:850.4IE:837.32(NE)IE:837.20(SW)RE:850.37IE:840.14(NE)24"RCPIE:839.92(W)24"RCPIE:839.96(S)30"RCPIE:838.40(BUILD)RE:870.17IE:864.32(SE)12"RCPRE:858.36IE:852.05(NW)12"RCPIE:852.05(SE)15"RCPRE:858.32IE:851.40(NW)15"RCPIE:850.64(NE)24"RCPIE:850.64(SW)24"RCPIE:851.34(SE)18"RCPRE:865.77IE:858.20(SW,NE)24"RCPRE:869.51IE:862.89(NW)12"RCPIE:862.27(NE,SE)18"RCPIE:862.27(SW)24"RCPRE:869.35IE:863.99(SE,NW)12"RCPRE:882.15IE:880.00(E)15"RCPRE:882.28IE:879.59(W)15"RCPVAL LEY V IEW ROAD (COUN TY S TA TE A ID H IGHWAY NO . 3 9 ) F FE = 8 6 2 . 0GFE = 8 5 1 . 0GENXFMR/CT XFMR/CTSTORMWATERINFILTRATION BASIN11-32-ETOP=853.00HWL=852.21OUTLET=848.80BOTTOM=847.60EXISTING LOWLAND AREA11-32-FHWL=855.92OUTLET/BOT=853.00PROPOSED HWL=851.71EXISTING HWL=851.94RD-218INV=857.7STMH-210RIM=858.38INV(NE)=854.85INV(NW)=854.99INV(SW)=854.72FES-100W/RIP-RAPINV=848.80CBMH-200RIM=855.02INV(NE)=853.73INV(NW)=850.09INV(SE)=849.69CBMH-110W/ 5' SUMP MANHOLERIM=854.85INV(E)=851.00INV(NW)=849.66INV(SW)=848.86W/ SAFL BAFLINV=843.86STMH-140RIM=861.29INV=855.22CBMH-130RIM=859.75INV(NW)=854.61INV(SW)=854.15CBMH-120RIM=859.11INV(NE)=852.85INV(W)=852.65RD-231INV=858.00RD-147INV=857.84155 LF-18" HDPE @ 0 . 6 0% 1 7 3 L F - 1 5 " HD P E @ 0 . 7 5%61 LF-8" HDPE @ 1.00%STMH-220RIM=854.95INV(NE)=851.02INV(SE)=851.0293 LF-12" HDPE @ 1.00%RD-380INV=858.52RD-310RIM=861.82INV(NE)=855.99INV(NW)=856.25INV(SE)=856.12RD-314INV=857.94FES-300W/RIP-RAPINV=855.85FES-11W/ TRASH GUARDINV=848.8018 LF-21" RCP @ 0.00%OCS-10(SEE DETAIL 9 C601)RIM=853.0WEIR=852.22INV(NE)=848.80ORIFICE=843.95DRAINTILE INV=843.95INV(S)=843.95CORE DRILL AND CONNECTTO EXISTING STRUCTUREINV=841.50122 LF-21" RCP @ 2.00%TD-210ARIM=850.89INV=847.8927 LF (W/FES)-12" HDPE @ 0.46%107 LF-6" PVC @ 1.04%143 LF-8" PVC @ 1.04%26 LF (W/FES)-30" HDPE@ 0.25%FES-430INV=853.00STMH-420RIM=859.43INV=852.8065 LF-30" HDPE @ 0.30%STMH-410RIM=857.27INV(NE)=852.50INV(S)=850.20FES-400W/RIP-RAPINV=850.006" PVC ROOF DRAIN (TYP.)SUMP PUMPDISCHARGE5 LF-6" PVC,ROUTE TO SUMPPUMPCONNECT TO EX. 12" RCP,11 LF-12" RCP @ 2.00%INV=852.67± (FIELD VERIFY)8 " D IP FIRE HYDRANTW/ GATE VALVEAND BOX, 6" DIPFIRE HYDRANTW/ GATE VALVEAND BOX, 6" DIPSTUB-4AINV=844.638" FIRE SERVICESTUB-5AINV=844.9348 LF-6" PVC @ 1.04%CONNECT TOEX. 8" DIP,8" GATE VALVEAND BOX160 LF-8" PVC @ 1.04% 2 9 0 L F - 6 " PVC @ 1 . 0 4%SSMH-1RIM=850.59INV=837.70±(FIELD VERIFY, CONSTRUCTOVER AND CONNECT TOEXISTING 8" PVC)6" DOMESTIC SERVICE53 LF-8" PVC@ 1.04%99 LF-12" HDPE @ 1.00%67 LF (W/FES)-30" HDPE @ 0.30%SSMH-2RIM=854.42INV=839.36SSMH-3RIM=855.60INV=839.92SSMH-4RIM=858.86INV(NW)=843.51INV(SW,NE)=841.40SSMH-5RIM=860.63INV=844.42RD-311INV(NW)=856.69INV(SE)=856.55RD-320INV=856.42RD-217INV=857.22RD-216INV(NE)=856.92INV(SW)=856.79RD-215INV=856.49RD-214INV=856.19RD-213INV(NE)=855.89INV(SW)=855.75RD-212INV=855.45RD-211INV=855.15RD-221INV=851.76RD-222INV(NE)=854.84INV(SW)=852.06RD-223INV=855.14RD-224INV=855.44RD-225INV=855.74CBMH-226RIM=862.00INV(NE)=856.17INV(SW)=856.04CBMH-227RIM=862.00INV=856.47CBMH-228RIM=862.00INV(NE)=856.91INV(SW)=856.77CBMH-229RIM=862.00INV=857.21CBMH-230RIM=862.00INV(NW)=857.70INV(SW)=857.57RD-313INV=857.64RD-312INV=857.3490°-ANGLEINV=858.35RD-330INV(NW)=856.72INV(SE)=856.85RD-340INV=857.15RD-350INV=857.45RD-360INV(SW)=857.78INV(NE)=857.92RD-370INV=858.22RD-141INV=855.57RD-142INV=855.87RD-143INV(NE)=856.31INV(SW)=856.17RD-144INV=856.61RD-145INV=857.23RD-146INV=857.5390°-ANGLEINV=858.7730LF - 6" PVC @ 1.00%30LF - 6" PVC @ 1.00%62LF - 6" PVC @ 1.00%30LF - 6" PVC @ 1.00%30LF - 8" PVC @ 1.00%30LF - 8" PVC @ 1.00%35LF - 8" PVC@ 1.00%30LF - 6" PVC @ 1.00%90°-ANGLEINV=856.1418LF - 8" PVC @ 1.00%18LF - 8" PVC@ 1.00%30LF - 8" PVC@ 1.00%30LF - 10" PVC@ 1.00%30LF - 10" PVC@ 1.00%30LF - 12" PVC @ 1.00%30LF - 12" PVC @ 1.00%30LF - 12" PVC @ 1.00%30LF - 12" PVC @ 1.00%30LF - 12" PVC @ 1.00%74LF - 12" PVC @ 1.00%48LF - 6" PVC @ 1.00%30LF - 6" PVC @ 1.00%30LF - 8" PVC @ 1.00%30LF - 8" PVC @ 1.00%30LF - 8" PVC @ 1.00%30LF - 10" PVC @ 1.00%30LF - 10" PVC @ 1.00%30LF - 10" PVC @ 1.00%6 LF-18" HDPE @ 0.60%30LF - 6" PVC @ 1.00%30LF - 6" PVC @ 1.00%20LF - 6" PVC @ 1.00%45LF - 6" PVC @ 1.00%30LF - 8" PVC @ 1.00%30LF - 6" PVC @ 1.00%30LF - 6" PVC @ 1.00%11LF - 8" PVC @ 1.00%22LF - 8" PVC @ 1.00%30LF - 8" PVC @ 1.00%30LF - 8" PVC @ 1.00%30LF - 10" PVC @ 1.00%30LF - 10" PVC @ 1.00%99LF-30" HDPE @ 0.30%10 LF-12" RCP @ 2.00%CBMH-400RIM=857.45INV=852.87PROPOSED WETLANDSTRUCTURE SETBACKPROPOSEDWETLAND BUFFERAPPROXIMATE LIMITS OFCONSTRUCTIONFIREDEPARTMENTCONNECTION161 LF-6"PERFORATED HDPEDRAINTILE @ 0.50%CLEANOUTRIM=847.60INV=845.1069 LF-6" SOLID HDPEDRAINTILE @ 0.50%CONNECT TOEX. 6" DIP,6" GATE VALVEAND BOX90 LF-18" HDPE @ 0.80%CBMH-111RIM=856.76INV(W/NE)=851.72R:\Projects\701\100\701-155 Eden Prairie Multifamily\01 CIVIL\01 CAD\02 Sheet files\C500 Utility Plan.dwg LEGEND:EXISTINGPROPOSEDSANITARY SEWER PIPEELECTRIC OVERHEADWATER MAINELECTRIC UNDERGROUNDNATURAL GASTELEPHONE OVERHEADFIBER OPTIC UNDERGROUNDCABLE OVERHEADCABLE UNDERGROUNDTELEPHONE UNDERGROUNDFIBER OPTIC OVERHEADFIRE SPRINKLERSANITARY SEWER MANHOLESANITARY SEWER CLEANOUTHYDRANTGATE VALVEFIRE DEPARTMENT CONNECTIONELECTRIC HANDHOLEELECTRIC MANHOLETRANSFORMERGAS VALVEGAS METERFIBER OPTIC MANHOLECABLE MANHOLETELEPHONE MANHOLESTORM INLETSTORM MANHOLEFLARED END SECTIONLIGHT POLESELECTRIC METERTELEPHONE BOXTRAFFIC SIGNALPOWER POLECABLE BOXC500MBCCHL70115506/01/2022SD PKG 3UTILITY PLAN0102030405------------------------------------------------------------12/20/202104/06/202205/11/202205/23/202206/01/2022------------------------------------------------------------50% SD SETSD SETSD PKG 2RPBCWD SUBMITTALSD PKG 3------------------------------------------------------------STORM SEWER PIPESOLID DRAINTILEPERFORATED DRAINTILEWWW.RYANCOMPANIES.COMRYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415612-492-4000 tel612-492-3000 faxPRELIMINARYNOT FORCONSTRUCTIONREGISTRATION NO.DATENameI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of MinnesotaRYAN A+E, INC.DRAWN BYCHECKED BYJOB NO.DATEISSUE RECORDISSUE #DATEDESCRIPTIONCONSULTANTSOWNERPROJECT INFORMATION© 2021EDEN PRAIRIEMULTI-FAMILY44986CHAD H. LOCKWOOD06/01/2022UTILITY NOTES1.PRIOR TO CONSTRUCTION, SUBCONTRACTORS WHOSE WORK REQUIRES EXCAVATION SHALL FIELD VERIFYALL EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEENPLANS AND FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER IMMEDIATELY.2.THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEMPRIOR TO CONSTRUCTING SERVICE CONNECTIONS.3.ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY SPECIFICATIONS AND BUILDING PERMITREQUIREMENTS. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHEDAND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS, THE MINNESOTA PLUMBING CODE, THELOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION.4.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. UTILITY TRENCHESSHALL BE COMPACTED IN ACCORDANCE WITH GUIDELINES PROVIDED BY THE GEOTECHNICAL ENGINEER.5.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATEAND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONSDEPARTMENT MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OFWAY, OR WORK IMPACTING PUBLIC UTILITIES.6.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACEUNLESS OTHERWISE NOTED.7.CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY.8.FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES.9.THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER ANDPLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT.10.GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES.11.VERTICAL CLEARANCE BETWEEN SANITARY, STORM AND WATERMAIN TO BE 18" MINIMUM. HORIZONTALCLEARANCE BETWEEN SEWER (SANITARY/STORM) AND WATERMAIN TO BE 10' MINIMUM.12.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0' OF COVER. EXTRA DEPTH MAY BEREQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THECONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORMSEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BEPROVIDED WHERE 8.0' MINIMUM DEPTH CAN NOT BE ATTAINED.13.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESSOTHERWISE NOTED.14.PROPOSED PIPE MATERIALS: WATERMAIN CLASS 52 DIPSANITARY SEWER SDR 35 PVCSANITARY SEWER SCH 40 PVC (BUILDING SERVICES)STORM SEWER DUAL WALL HDPE (SITE DRAINAGE)STORM SEWER SCH 40 PVC (BUILDING SERVICES)STORM SEWERRCP (POND OUTLET)15.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TOENGINEER UPON COMPLETION OF WORK.16.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THEBUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820.17.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEEMINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKEWATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES.18.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART4715.0540:a)PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252.b)PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306.c)ALL FITTINGS MUST COMPLY WITH ASTM D3212.d)WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES.SCALEINFEET30600WETLAND BUFFERWETLAND STRUCTURE SETBACKLIMITS OF CONSTRUCTION WETLANDAREA: 20,545 SFID:11-32-BCATEGORY: MODERATE9PROPOSED5 -S TORY BU I LD ING 1715161111162926F FE = 8 6 2 . 0GFE = 8 5 1 . 0 3GENXFMR/CT XFMR/CTR:\Projects\701\100\701-155 Eden Prairie Multifamily\01 CIVIL\01 CAD\02 Sheet files\E100 Photometric Plan.dwg SCALEINFEET30600E10005/10/2022 GENXFMR/CT XFMR/CTTOPVIEW ROADWETLANDAREA: 20,545 SFID:11-32-BCATEGORY: MODERATEVALLEY VIEW ROAD (COUN TY S TA TE A ID HIGHWAY NO . 3 9 )Eden Prairie Multi Family • Impervious Area Exhibit • 05/25/2022LEGENDGREEN SPACE AREAPAVEMENT / SIDEWALK AREABUILDING / CANOPY AREAPARKING LOT AREAIMPERVIOUS AREA REQUIREMENTSSITE AREA306,289 SF (7.03 AC)UNIT COUNT211 UNITSBASE BUILDING AREA42,204 SF (0.97 AC)PAVEMENT/SIDEWALK AREA 86,364 SF (1.98 AC)TOTAL IMPERVIOUS AREA128,568 SF (2.95 AC)PARKING LOT AREA 55,628 SF (1.26 AC)PARKING PAVEMENT/SIDEWALK AREA51,531 SF (1.18 AC)REQUIREDPROPOSEDTOTAL GREEN SPACEN/A177,513 SF (58.0%)GREEN SPACE WITHIN PARKING LOT2,750 SF (5%)4,097 SF (7.4%) KEYNOTE LEGEND GENERAL NOTES PLANT SCHEDULE Cc 1 Vt 1 PM 1 Cc 1 PM 1 PM 1 PM 2 PM 3 PM 3 AG 1 MA 2 Cc 1 Cc 1 PM 3 Hs 3 Hs 3 Hs 3 Hs 3 Oc 2 Oc 1 Oc 1 Hs 3 Oc 1Hs 1 Hs 1 Hs 3 Hs 3 Hs 2 Hs 2 Hs 2 AG 1 Oc 2 LC10 LC4 LC5 LC13 LC5 LC14 LC2 LC2 LC7 LC6 LC6 LC3 LC11 LC11 LC9 LC8 LC6 LC3 LC4 LC1 LC11 LC12 LC11 LC2 LC1 LC601" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 AB 6/1/2022 10:57:24 AMVALLEY VIEW RD EDEN PRAIRIE, MN L150 JCB JCB 701155 06/01/2022 INTERNAL COURTYARD PLAN DETAIL EDEN PRAIRIE MULTIFAMILY LC1 BUILDING ACCESS; (SEE ARCH); LC2 WALL W/GUARDRAIL; (SEE ARCH); LC3 UNIT PATIOS; (SEE ARCH); LC4 SURFACE TREATMENT; CONCRETE, TYP.; JOINTING PER PLANS LC5 SURFACE TREATMENT; DECORATIVE CONCRETE, COLORED; JOINTING PER PLANS; LC6 SURFACE TREATMENT; PLANTING AREAS; SHREDDED HARDWOOD MULCH; 3" DEPTH; LC7 CONCRETE STAIRS W/METAL HANDRAILS; LC8 SHADE STRUCTURE; LC9 GRILL STATION; NATURAL GAS; 30" BUILT-IN GRILL HEADS; METAL FRAMED ENCLOSURE W/CEMENT BOARD WRAP AND DECORATIVE CLADDING; (ALT. #1-CMU ENCLOSURE W/DECORATIVE STONE VENEER); GRANITE COUNTERTOP; PROVIDE VALVE SHUTOFFS AND TIMERS AS REQUIRED , ENCLOSURE VENTING, AND ACCESS PANEL; LC10 SWIMMING POOL (BY POOL CONSULTANT); LC11 POOL ENCLOSURE; METAL; 5'H W/GATED ACCESS LC12 OUTDOOR DINING PATIO; LC13 CHAISE LOUNGE SEATING; LC14 LOUNGE SEATING; 1.PLANT SCHEDULE QUANTITIES INDICATED BELOW REFERENCE THE PLAN ON THIS SHEET AND ARE ALSO INCLUDED IN THE PLANT SCHEDULES ON SHEETS L400-L404. N TN 1/8" = 1'-0"L150 1 COURTYARD REFERENCE PLAN 0 8'16'24'2'4' SYMBOL QTY ID COMMON NAME SCIENTIFIC NAME PLANTING SIZE MATURE HEIGHT/WIDTH COMMENTS TREES Deciduous Understory Tree 2 AG AUTUMN BRILLIANCE SERVICEBERRY Amelanchier x grandiflora 'Autumn Brilliance' 2" B&B 22'/15' PLANT PER PLAN 2 MA SUMMERTIME MAACKIA Maackia amurensis 'Summertime' 2" B&B 22'/15' PLANT PER PLAN SHRUBS Coniferous Shrub 14 PM TANNENBAUM MUGO PINE Pinus mugo 'Tannenbaum' #20 CONT. 12'/6' PLANT PER PLAN Deciduous Shrub 5 Cc GOLDEN SPIRIT SMOKEBUSH Cotinus coggygria 'Ancot'(PP13,082) #5 CONT. 6'/5' PLANT PER PLAN 1 Vt COMPACT AMERICAN VIBURNUM Viburnum trilobum 'Bailey Compact' #5 CONT. 6'/6' PLANT PER PLAN PERENNIALS/VINES/GRASSES 26 Hs SUM AND SUBSTANCE HOSTA Hosta 'Sum and Substance' #1 CONT. 36"/48" PLANT PER PLAN 8 Oc CINNAMON FERN Osmunda cinnamomea #1 CONT. 36-60"/36-60" PLANT PER PLAN TOTAL PLANTI NGS 58 ISSUE RECORD ISSUE # DATE DESCRIPTION SD 06/01/2022 SD PKG 3 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 Landscape Architect under the laws of the state of Minnesota Name REGISTRATION NO.DATE LA 52753 JUSTIN C. BAGGENSTOSS 06.01.2022 8 6 0 85586085586085085 0 855 8558 5 5 8 5 5 8 5 5 850 855855 850 85 5 86 0 8568578588598628 5 4 856857858859861862863848849851851 8528528538 4 6 8 4 7 8 4 8 8 4 9 851 85 2 8 5 3 8 5 4 856856 8 4 9 851 8 5 2 8 5 3 8548 5 6 856 857 857858859 8 4 7 8 4 8 8 4 9 851 8 5 2 8 5 3 854856 857 858 859 861 8518528538548568578588598618628638648668678688698718728738 7 4 8768 7 7 8 7 8 8798818 8 2 882 8 8 2 883 884 8 8 6 8 4 6 8 4 7 8 4 8 8 4 9 8 5 1 8 5 2 8 5 3 8 5 4 8538538548548 5 6857858 8 5 9 8 4 6 8478 4 8 8 4 9 8 5 1 8 5 2 8 5 3 854 8 5 6 8 5 7 858 859 861 862 863 864 866 867 868 869 871 872 873 874 876 877 8 7 8 XFMR/CTXFMR/CTNO PARKING NO PARKINGNO PARKING POND S S S S D D HH H D H H SURFACE TREATMENT SCHEDULE VALLEY VIEW ROAD TOPVIEW ROADGENERAL NOTES 01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 AB 6/1/2022 10:57:34 AMVALLEY VIEW RD EDEN PRAIRIE, MN L200 JCB JCB 701155 06/01/2022 SITE LANDSCAPE LAYOUT & SURFACING PLAN EDEN PRAIRIE MULTIFAMILY SURFACE TYPE GRAPHIC ID KEYNOTE ID (SEE KEYNOTE LEGEND) Area Bocce Court 526 SF Compacted Granite Chips 6186 SF Concrete Pavement 13906 SF Concrete Unit Patios 1000 SF Concrete-Colored 1478 SF Concrete-Stamped/Colored 3682 SF Native Prairie Seed Mix-MNDOT #35-241 80110 SF Native Seed-Wet Mix-MNDOT #33-261 9228 SF Planting Areas-Drip Irrigated 20505 SF Rock Mulch 489 SF Synthetic Turf (On Grade)1547 SF Turfgrass-Irrigated 3137 SF Turfgrass-Low Maintenance Mix-Seeded-MNDOT #25-131 6579 SF 148373 SF N TN 1" = 30'-0"L200 1 OVERALL SITE LANDSCAPE LAYOUT & SURFACING PLAN 1.REFER TO CIVIL PLANS FOR GRADING, DRAINAGE & UTILITY INFORMATION. ISSUE RECORD ISSUE # DATE DESCRIPTION SD 06/01/2022 SD PKG 3 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 Landscape Architect under the laws of the state of Minnesota Name REGISTRATION NO.DATE LA 52753 JUSTIN C. BAGGENSTOSS 06.01.2022 8 6 0 85586085586085085 0 85 5 8558 5 5 8 5 5 8 5 5 850 855855 850 855 86 0 8568578588598628 5 4 856857858859861862863848849851851 8528528538 4 6 8 4 7 8 4 8 8 4 9 851 852 8 5 3 8 5 4 856856 8 4 9 851 8 5 2 8 5 3 8548 5 6 856 857 857857857858858859859 8 4 7 8 4 8 8 4 9 851 8 5 2 8 5 3 854856 857 858 859 861 8518528538548568578588598618628638648668678688698718728738 7 4 8768 7 7 8 7 8 8798818 8 2 882 8 8 2 883 884 8 8 6 8 4 6 8 4 7 8 4 8 8 4 9 8 5 1 8 5 2 8 5 3 8 5 4 8538538548548 5 6857858 8 5 9 8 4 6 8478 4 8 8 4 9 8 5 1 8 5 2 8 5 3 854 8 5 6 8 5 7 858 859 861 862 863 864 866 867 868 869 871 872 873 874 876 877 8 7 8 XFMR/CTXFMR/CTNO PARKING NO PARKINGNO PARKING POND S S S S D D HH H D H H LANDSCAPE REQUIREMENTS PLANTING SIZE REQUIREMENTS: DECIDUOUS OVERSTORY TREE PLANTINGS: 2.5" CAL. MINIMUM; 5" MAXIMUM DECIDUOUS UNDERSTORY ,TREE PLANTINGS:1.5" CAL. MINIMUM; 5" MAXIMUM CONIFEROUS TREE PLANTINGS:6'-0" MINIMUM HEIGHT; 10'-0" MAXIMUM SHRUBS (DECIDUOUS/CONIFEROUS):5 GAL. CONT. @ PLANTING PERENNIALS:1 GAL. CONT. PLANT SCHEDULE PLANTING NOTES 1.REFER TO CIVIL GRADING PLAN FOR PROPOSED GRADING AND EROSION CONTROL INFORMATION 2.REFER TO L-500 FOR LANDSCAPE NOTES AND DETAILS. 3.THE LANDSCAPE PLANT SCHEDULE IS FOR THE CONVENIENCE TO THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PLANT COUNTS ON PLAN. 4.THIS PLAN ILLUSTRATES THE MINIMUM PLANTINGS TO BE PROVIDED FOR CITY APPROVAL. THE OWNER RETAINS THE RIGHT TO INCREASE PLANT SIZES / QUANTITIES. 5.ALL TREES AND SHRUBS SHALL RECEIVE 3" OF SHREDDED HARDWOOD MULCH. 6.ALL OPEN SPACE AREAS SHALL RECEIVE PLANT MATERIALS AND GROUND COVER SURFACE TREATMENTS. ALL PLANTING AREAS AND TURFGRASS SHALL BE IRRIGATED. EXCLUDED FROM IRRIGATION AREAS IS THE BUILDING FOOTPRINT, HARDSCAPE AREAS, ROCK MULCH MAINTENANCE STRIPS, NATIVE PRAIRIE AREAS, ANY AREAS BELOW THE NORMAL WATER LEVEL IN STOMWATER BMPS. GENERAL NOTES LANDSCAPE CALCULATIONS TREE REPLACEMENT FORMULA:01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 AB 6/1/2022 10:57:47 AMVALLEY VIEW RD EDEN PRAIRIE, MN L400 JCB JCB 701155 06/01/2022 OVERALL SITE LANDSCAPE TREE PLANTING PLAN EDEN PRAIRIE MULTIFAMILY SYMBOL QTY ID COMMON NAME SCIENTIFIC NAME PLANTING SIZE MATURE HEIGHT/WIDTH COMMENTS TREES Coniferous Tree 35 PG WHITE SPRUCE Picea glauca 6' B&B 50'/20' PLANT PER PLAN 14 PGD BLACK HILLS SPRUCE Picea glauca densata 6' B&B 40'/25' PLANT PER PLAN 7 PP PONDEROSA PINE Pinus ponderosa 6' B&B 50'/25' PLANT PER PLAN 25 PSF WHITE COLUMNAR PINE Pinus strobus 'Fastigiata' 6' B&B 50'/15' PLANT PER PLAN 81 Deciduous Tree 17 AS FALL FIESTA SUGAR MAPLE Acer saccharum 'Fall Fiesta' 3" B&B 50'/50' PLANT PER PLAN 20 AF SIENNA GLEN MAPLE Acer x freemanii 'Sienna'(P11,322) 2.5" B&B 50'/30' PLANT PER PLAN 9 GB PRINCETON SENTRY GINKGO Ginkgo biloba 'Princeton Sentry' 2.5" B&B 48'/22' PLANT PER PLAN 12 GT SKYLINE HONEYLOCUST Gleditsia triacanthos var. inermis 'Skycole' 3" B&B 50'/30' <varies> 16 QE NORTHERN PIN OAK Quercus ellipsoidali 3" B&B 60'/40' PLANT PER PLAN 15 UA PRINCETON ELM Ulmus americana 'Princeton' 2.5" B&B 50'/35' PLANT PER PLAN 89 Deciduous Understory Tree 20 AG AUTUMN BRILLIANCE SERVICEBERRY Amelanchier x grandiflora 'Autumn Brilliance' 2" B&B 22'/15' PLANT PER PLAN 17 BN RIVER BIRCH Betula nigra 2.5" B&B 50'/30' PLANT PER PLAN 17 MA SUMMERTIME MAACKIA Maackia amurensis 'Summertime' 2" B&B 22'/15' PLANT PER PLAN 54 TOTAL TREES 224 1.SEE SHEETS L401-L404 FOR SHRUB AND PERENNIAL PLANTING PLANS. 2.ONLY TREES ARE IDENTIFIED ON THIS PLAN FOR GRAPHIC CLARITY. 3.PLANT SCHEDULE QUANTITIES INDICATED ARE FOR THE ENTIRE SITE LANDSCAPE INCLUDING THE POOL COURTYARD. 4.TOTAL SQUARE FOOTAGE OF BUILDING(S) INDICATED IN LANDSCAPE CALCULATIONS DOES NOT INCLUDE ANY UNDERGROUND PARKING AREAS. N TN 1" = 30'-0"L400 1 OVERALL SITE LANDSCAPE TREE PLANTING PLAN SYMBOL QTY ID COMMON NAME SCIENTIFIC NAME PLANTING SIZE MATURE HEIGHT/WIDTH COMMENTS EXISTING TREES (TO REMAIN) 53 EX EXISTING TREES (SEE CIVIL) - N/A EX. TREES 53 0 30'60'90' ISSUE RECORD ISSUE # DATE DESCRIPTION SD 06/01/2022 SD PKG 3 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 Landscape Architect under the laws of the state of Minnesota Name REGISTRATION NO.DATE LA 52753 JUSTIN C. BAGGENSTOSS 06.01.2022 8 4 6 8 4 7 8 4 8 8 4 9 8 5 1 8 5 2 8 5 3 8 5 4 8 4 9 851 8 5 2 8 5 3 8548 5 6 857 8588598 4 7 8 4 8 8 4 9 851 8 5 2 8 5 3 854856 8 5 7 8 5 8 859 861 8 4 6 8478 4 8 8 4 9 8 5 1 8 5 2 8 5 3 854 8 5 6 8 5 7 858 859 861 862 863 864 866 867 XFMR/XFMR/CTXFMR/CTNO PARKING NO PARKINGNO PARKING POND S S S S D D HH H D H H 8 5 2 8 5 3 8 5 4 XFMR/CTPLANTING NOTES 1.REFER TO CIVIL GRADING PLAN FOR PROPOSED GRADING AND EROSION CONTROL INFORMATION 2.REFER TO L-500 FOR LANDSCAPE NOTES AND DETAILS. 3.THE LANDSCAPE PLANT SCHEDULE IS FOR THE CONVENIENCE TO THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PLANT COUNTS ON PLAN. 4.THIS PLAN ILLUSTRATES THE MINIMUM PLANTINGS TO BE PROVIDED FOR CITY APPROVAL. THE OWNER RETAINS THE RIGHT TO INCREASE PLANT SIZES / QUANTITIES. 5.ALL TREES AND SHRUBS SHALL RECEIVE 3" OF SHREDDED HARDWOOD MULCH. 6.ALL OPEN SPACE AREAS SHALL RECEIVE PLANT MATERIALS AND GROUND COVER SURFACE TREATMENTS. ALL PLANTING AREAS AND TURFGRASS SHALL BE IRRIGATED. EXCLUDED FROM IRRIGATION AREAS IS THE BUILDING FOOTPRINT, HARDSCAPE AREAS, ROCK MULCH MAINTENANCE STRIPS, NATIVE PRAIRIE AREAS, ANY AREAS BELOW THE NORMAL WATER LEVEL IN STOMWATER BMPS. GENERAL NOTES L150 1 /1 L403 /1 L403 /1 L402 /1 L402 Cc 1 Cb 3 Cb 1 Toa 3 Ha 3 Oc 3 Hs 3 Oc 1 Hs 1 Ha 3 Oc 1 Hs 1 Oc 5 Hs 1 Hs 1 Oc 3 Hs 1 Hs 1 Oc 3 Hs 1 Hs 1 Oc 5 Ssm 5 Ba 1 Ba 3 Cb 2 Ba 3 Pa 1 Pa 2 Hs 3 Pa 3 Hs 3 Oc 1 L401 A L401 1 L402 1 L403 1 L404 1 PLANT SCHEDULE Cb 1 Vt 2 Cb 2 Vt 1 Cb 1 Vt 1 He 3 Hc 6 Ha 2 Hs 3 Hc 4 Ba 1 Hc 7 He 3 Ba 3 He 3 Hm 4 Hc 7 Ha 3 Hm 3 He 3 Ha 2 Hs 2 Vt 1 Hc 5 Hm 3 He 3 Hm 6 Hs 1 Hm 5 Hs 1 Hm 6 He 301" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 AB 6/1/2022 10:58:00 AMVALLEY VIEW RD EDEN PRAIRIE, MN L401 JCB JCB 701155 06/01/2022 LANDSCAPE PLANTING PLAN DETAIL NW EDEN PRAIRIE MULTIFAMILY N TN 0 4'8'16'32'48' 1.SEE SHEETS L400-L404 FOR ADDITIONAL AND SUPPLEMENTAL PLANTING IDENTIFICATION 2.ONLY SHRUBS AND PERENNIALS ARE IDENTIFIED ON THIS PLAN FOR GRAPHIC CLARITY. SEE SHEET L400 FOR TREE PLANTINGS. 3.PLANT SCHEDULE REFERENCES ALL SITE SHRUB/PERENNIAL PLANTINGS INCLUDING POOL COURTYARD. 1/16" = 1'-0"L401 1 LANDSCAPE PLANTING PLAN DETAIL-NW SYMBOL QTY ID COMMON NAME SCIENTIFIC NAME PLANTING SIZE MATURE HEIGHT/WIDTH COMMENTS SHRUBS Coniferous Shrub 14 PM TANNENBAUM MUGO PINE Pinus mugo 'Tannenbaum' #20 CONT. 12'/6' PLANT PER PLAN 19 Tob TECHNITO ARBORVITAE Thuja occidentalis 'Bailjohn'(PP15,850) #5 CONT. 8'/4' PLANT PER PLAN 13 Tob. 1 TECHNITO ARBORVITAE.1 Thuja occidentalis 'Bailjohn'(PP15,850) #15 CONT. 8'/4' PLANT PER PLAN 39 Toa GOLDEN ARBORVITAE Thuja occidentalis aurea #5 CONT. 30"/30" PLANT PER PLAN 85 Deciduous Shrub 49 Am LOW SCAPE CHOKEBERRY Aronia melanocarpa 'UCONNAM165'(PP28,7 89) #5 CONT. 24"/24" PLANT PER PLAN 49 Cb NEON BURST DOGWOOD Cornus alba 'ByBoughen'(PP27,956) #5 CONT. 5'/4' PLANT PER PLAN 25 Cc GOLDEN SPIRIT SMOKEBUSH Cotinus coggygria 'Ancot'(PP13,082) #5 CONT. 6'/5' PLANT PER PLAN 34 Hk KALM AMES HYPERICUM Hypericum kalmianum 'Ames' #5 CONT. 30"/30" PLANT PER PLAN 51 Ss SEM FALSESPIREA Sorbaria sorbifolia 'Sem'(PP16,336) #5 CONT. 3'/3' PLANT PER PLAN 49 Vt COMPACT AMERICAN VIBURNUM Viburnum trilobum 'Bailey Compact' #5 CONT. 6'/6' PLANT PER PLAN 257 PERENNIALS/VINES/GRASSES 58 Ba AMERICAN GOLDFINCH BAPTISIA Baptisia 'American Goldfinch'(PP30,478) #1 CONT. 40"/50" PLANT PER PLAN 87 Eb SOMBRERO ADOBE ORANGE CONEFLOWER Echinacea 'Balsomador'(PP26,639) #1 CONT. 24"/24" PLANT PER PLAN 38 Et KISMET YELLOW CONEFLOWER Echinacea 'TNECHKY'(PP22,922) #1 CONT. 16"/20" PLANT PER PLAN 80 He ERIN LEA DAYLILY Hemerocallis 'Erin Lea' #1 CONT. 24"/20" PLANT PER PLAN 70 Hc CITRONELLE HEUCHERA Heuchera 'Citronelle'(PP17,934) #1 CONT. 14"/14" PLANT PER PLAN 37 Ha AUGUST MOON HOSTA Hosta 'August Moon' #1 CONT. 20"/30" PLANT PER PLAN 90 Hs SUM AND SUBSTANCE HOSTA Hosta 'Sum and Substance' #1 CONT. 36"/48" PLANT PER PLAN 48 Oc CINNAMON FERN Osmunda cinnamomea #1 CONT. 36-60"/36-60" PLANT PER PLAN 62 Pa BLUE JEAN BABY RUSSIAN SAGE Perovskia atriplicifolia 'Blue Jean Baby'(PP29,281) #1 CONT. 32"/36" PLANT PER PLAN 570 Ornamental Grass 85 Cab KOREAN FEATHER REED GRASS Calamagrostis arundinacea var. brachytricha #1 CONT. 30"/18" PLANT PER PLAN 106 Hm HAKONECHLOA GOLDEN VARIEGATED FOREST GRASS Hakonechloa macra 'Aureola' #1 CONT. 18"/18" PLANT PER PLAN 91 Pv NORTHWIND SWITCH GRASS Panicum virgatum 'Northwind' #1 CONT. 48"/24" PLANT PER PLAN 78 Ssm BLUE HEAVEN LITTLE BLUESTEM GRASS Schizachyrium scoparium 'MinnblueA'(PP17,310) #1 CONT. 48"/30" PLANT PER PLAN 360 TOTAL 1272 1" = 10'-0"L401 A LANDSCAPE PLANTING PLAN DETAIL-NW ENLARGED ISSUE RECORD ISSUE # DATE DESCRIPTION SD 06/01/2022 SD PKG 3 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 Landscape Architect under the laws of the state of Minnesota Name REGISTRATION NO.DATE LA 52753 JUSTIN C. BAGGENSTOSS 06.01.2022 862856857857857858859 8538538548548 5 6857858 XFMR/CTXFMR/CTNO PARKING NO PARKINGNO PARKING POND S S S S D D HH H D H H /1 L403 /1 L401 /1 L404 /1 L404 /1 L401 Vt 3 Ba 1 Vt 1 Vt 1 Toa 3 Vt 1 He 3 Pv 5 Ba 3 Oc 1 Hs 3 Ssm 6 Oc 3 Cab 3 Hs 3 Hs 2 Oc 3 Hs 3 Hs 7 Oc 3 Pv 3 Hs 2 Oc 1 Hs 2 Hs 2 Oc 1 Hs 2 Hs 2 Oc 1 Hs 3 Oc 5 Hs 5 Hs 1 Pv 3 Hm 7 Oc 3 Hm 3 Hc 4 Ha 3 Ssm 5 Toa 2 Hm 5 Cab 3 Hc 5 Ha 3 Cab 6 He 3 Hm 7 Pv 5 Ha 3 Hm 3 Hc 3 Hc 3 Hm 5 Cab 5 Ha 3 Hm 5 Hc 3 Cab 3 Ha 3 Cab 3 He 3 Hc 3 Cab 7 He 3 Hm 9 Hm 5 Cab 5 Hm 7 Oc 1 Cab 4 He 3 Hm 3 Cab 3 Hc 3 Hm 3 Hc 3 Hm 9 Cab 15 Hc 5 Ha 3 He 3 Cb 3 Hk 1 PLANTING NOTES 1.REFER TO CIVIL GRADING PLAN FOR PROPOSED GRADING AND EROSION CONTROL INFORMATION 2.REFER TO L-500 FOR LANDSCAPE NOTES AND DETAILS. 3.THE LANDSCAPE PLANT SCHEDULE IS FOR THE CONVENIENCE TO THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PLANT COUNTS ON PLAN. 4.THIS PLAN ILLUSTRATES THE MINIMUM PLANTINGS TO BE PROVIDED FOR CITY APPROVAL. THE OWNER RETAINS THE RIGHT TO INCREASE PLANT SIZES / QUANTITIES. 5.ALL TREES AND SHRUBS SHALL RECEIVE 3" OF SHREDDED HARDWOOD MULCH. 6.ALL OPEN SPACE AREAS SHALL RECEIVE PLANT MATERIALS AND GROUND COVER SURFACE TREATMENTS. ALL PLANTING AREAS AND TURFGRASS SHALL BE IRRIGATED. EXCLUDED FROM IRRIGATION AREAS IS THE BUILDING FOOTPRINT, HARDSCAPE AREAS, ROCK MULCH MAINTENANCE STRIPS, NATIVE PRAIRIE AREAS, ANY AREAS BELOW THE NORMAL WATER LEVEL IN STOMWATER BMPS. GENERAL NOTES L401 1 L403 1 L402 1 L404 1 PLANT SCHEDULE01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 AB 6/1/2022 10:58:11 AMVALLEY VIEW RD EDEN PRAIRIE, MN L402 JCB JCB 701155 06/01/2022 LANDSCAPE PLANTING PLAN DETAIL NE EDEN PRAIRIE MULTIFAMILY 1/16" = 1'-0"L402 1 LANDSCAPE PLANTING DETAIL-NE N TN 0 4'8'16'32'48' 1.SEE SHEETS L400-L404 FOR ADDITIONAL AND SUPPLEMENTAL PLANTING IDENTIFICATION 2.ONLY SHRUBS AND PERENNIALS ARE IDENTIFIED ON THIS PLAN FOR GRAPHIC CLARITY. SEE SHEET L400 FOR TREE PLANTINGS. 3.PLANT SCHEDULE REFERENCES ALL SITE SHRUB/PERENNIAL PLANTINGS INCLUDING POOL COURTYARD. SYMBOL QTY ID COMMON NAME SCIENTIFIC NAME PLANTING SIZE MATURE HEIGHT/WIDTH COMMENTS SHRUBS Coniferous Shrub 14 PM TANNENBAUM MUGO PINE Pinus mugo 'Tannenbaum' #20 CONT. 12'/6' PLANT PER PLAN 19 Tob TECHNITO ARBORVITAE Thuja occidentalis 'Bailjohn'(PP15,850) #5 CONT. 8'/4' PLANT PER PLAN 13 Tob. 1 TECHNITO ARBORVITAE.1 Thuja occidentalis 'Bailjohn'(PP15,850) #15 CONT. 8'/4' PLANT PER PLAN 39 Toa GOLDEN ARBORVITAE Thuja occidentalis aurea #5 CONT. 30"/30" PLANT PER PLAN 85 Deciduous Shrub 49 Am LOW SCAPE CHOKEBERRY Aronia melanocarpa 'UCONNAM165'(PP28,7 89) #5 CONT. 24"/24" PLANT PER PLAN 49 Cb NEON BURST DOGWOOD Cornus alba 'ByBoughen'(PP27,956) #5 CONT. 5'/4' PLANT PER PLAN 25 Cc GOLDEN SPIRIT SMOKEBUSH Cotinus coggygria 'Ancot'(PP13,082) #5 CONT. 6'/5' PLANT PER PLAN 34 Hk KALM AMES HYPERICUM Hypericum kalmianum 'Ames' #5 CONT. 30"/30" PLANT PER PLAN 51 Ss SEM FALSESPIREA Sorbaria sorbifolia 'Sem'(PP16,336) #5 CONT. 3'/3' PLANT PER PLAN 49 Vt COMPACT AMERICAN VIBURNUM Viburnum trilobum 'Bailey Compact' #5 CONT. 6'/6' PLANT PER PLAN 257 PERENNIALS/VINES/GRASSES 58 Ba AMERICAN GOLDFINCH BAPTISIA Baptisia 'American Goldfinch'(PP30,478) #1 CONT. 40"/50" PLANT PER PLAN 87 Eb SOMBRERO ADOBE ORANGE CONEFLOWER Echinacea 'Balsomador'(PP26,639) #1 CONT. 24"/24" PLANT PER PLAN 38 Et KISMET YELLOW CONEFLOWER Echinacea 'TNECHKY'(PP22,922) #1 CONT. 16"/20" PLANT PER PLAN 80 He ERIN LEA DAYLILY Hemerocallis 'Erin Lea' #1 CONT. 24"/20" PLANT PER PLAN 70 Hc CITRONELLE HEUCHERA Heuchera 'Citronelle'(PP17,934) #1 CONT. 14"/14" PLANT PER PLAN 37 Ha AUGUST MOON HOSTA Hosta 'August Moon' #1 CONT. 20"/30" PLANT PER PLAN 90 Hs SUM AND SUBSTANCE HOSTA Hosta 'Sum and Substance' #1 CONT. 36"/48" PLANT PER PLAN 48 Oc CINNAMON FERN Osmunda cinnamomea #1 CONT. 36-60"/36-60" PLANT PER PLAN 62 Pa BLUE JEAN BABY RUSSIAN SAGE Perovskia atriplicifolia 'Blue Jean Baby'(PP29,281) #1 CONT. 32"/36" PLANT PER PLAN 570 Ornamental Grass 85 Cab KOREAN FEATHER REED GRASS Calamagrostis arundinacea var. brachytricha #1 CONT. 30"/18" PLANT PER PLAN 106 Hm HAKONECHLOA GOLDEN VARIEGATED FOREST GRASS Hakonechloa macra 'Aureola' #1 CONT. 18"/18" PLANT PER PLAN 91 Pv NORTHWIND SWITCH GRASS Panicum virgatum 'Northwind' #1 CONT. 48"/24" PLANT PER PLAN 78 Ssm BLUE HEAVEN LITTLE BLUESTEM GRASS Schizachyrium scoparium 'MinnblueA'(PP17,310) #1 CONT. 48"/30" PLANT PER PLAN 360 TOTAL 1272 ISSUE RECORD ISSUE # DATE DESCRIPTION SD 06/01/2022 SD PKG 3 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 Landscape Architect under the laws of the state of Minnesota Name REGISTRATION NO.DATE LA 52753 JUSTIN C. BAGGENSTOSS 06.01.2022 8568578588598 5 4 856857858859861862863856856XFMR/CTNO PARKING NO PARKINGNO PARKING H XFMR/CTXFMR/CTNO PARKING NO PARKINGNO PARKING POND S S S S D D HH H D H H /1 L401/1 L401 /1 L404 /1 L404 Et 5 Pa 1 Eb 3 Pa 1 Pa 1 Eb 3 Pa 1 Ss 2 Ss 1 Pv 6 Ss 2 Pv 6 Pa 1 Et 5Ss 1 Pa 1 Ssm 6 Pa 2 Ss 2 Et 3 Pa 2 Ssm 6 Pa 2 Et 3 Pa 2 Ss 2 Ba 3 Cb 3 Pv 5 Am 6 Am 6 Cab 16 Ba 1 Vt 1 Cb 1 Ba 3 Am 3 Pv 6 Ss 1 Eb 11 Hk 1 Ss 1 Am 1 Ss 1 Tob.1 3 Cb 3 Vt 2 Cc 1 Pv 5 Tob 1 Pa 1 Et 3 Pv 6 Pa 1 Ss 3 Tob 1 Vt 1 Ba 1 Pa 1 Hk 1 Toa 1 Pa 1 Cc 1 Tob 1 Pa 1 Cc 1 Tob 1 Toa 1 Ba 1 Vt 1 Hk 1 Toa 1 Tob 1 Ba 1 Cc 1 Ba 1 Vt 1 Tob 1 Vt 1 Toa 3 Cc 1 Toa 1 Vt 1 Tob 1 Vt 1 Hk 1 Toa 1 Cc 1 Toa 2Hk 1 Am 3 Pa 1 Hk 1 Pa 3 Hk 1 Hk 1 Ba 1 Ss 3 Pa 1 Pa 1 Pv 6 Et 5 Hk 1 Pa 1 Pa 1 Hk 1 Tob 1 Ba 1 Toa 3 Cc 1 Toa 1 Vt 1 Tob 1 Pa 1 Hk 1 Ba 1 Vt 1 Cc 1 Pa 1 Toa 1 Hk 1 Tob 1 Pa 1 Vt 1 Toa 3 Ba 1 Tob 1 Vt 2 Ba 1 Hk 1 Ba 1 Eb 7 Pv 6 Am 3 Ba 3 He 4 Cc 1 Ba 1 Toa 3 Cc 1 Toa 2 Am 3 Eb 8 Cb 1 Vt 3 Cb 1 Eb 10 Am 3 Ssm 6 Hk 1 Ss 1 Cb 2 Ss 2 Cb 1 Hk 1 Am 1 Ssm 6 Am 2 Eb 3 Am 3 Hk 2 Pa 2 Am 3 Eb 3 Eb 7 Ssm 6 Pa 3 Ss 5 He 3 Pa 3 He 3 Pa 1 Am 3 Ssm 6 Eb 7 Ba 1 Pa 3 Ba 1 Eb 7 Ba 1 Ss 1 Pa 1 Eb 3 Ssm 6 Ss 1 Ss 1 Eb 3 Pa 1 Pa 1 Hk 1 Pa 1 He 6 Ss 3 Hk 1 Cc 1 Am 1 Ss 1 Tob 1 Tob 1 Ba 1 Cc 1 Ss 1 Am 3 Pa 1 Vt 2 Pa 1Pa 1 Ss 3 Hk 1 Hk 1 Pa 3 He 6 Ba 1 He 8 Cb 2Cc 2 Pv 3 Cb 2 Ssm 5 Cb 2 Pv 4 Pv 1 Cb 3 Pv 3 Ssm 3 Pv 3 Pv 4 Cb 2 Pv 5 PLANTING NOTES 1.REFER TO CIVIL GRADING PLAN FOR PROPOSED GRADING AND EROSION CONTROL INFORMATION 2.REFER TO L-500 FOR LANDSCAPE NOTES AND DETAILS. 3.THE LANDSCAPE PLANT SCHEDULE IS FOR THE CONVENIENCE TO THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PLANT COUNTS ON PLAN. 4.THIS PLAN ILLUSTRATES THE MINIMUM PLANTINGS TO BE PROVIDED FOR CITY APPROVAL. THE OWNER RETAINS THE RIGHT TO INCREASE PLANT SIZES / QUANTITIES. 5.ALL TREES AND SHRUBS SHALL RECEIVE 3" OF SHREDDED HARDWOOD MULCH. 6.ALL OPEN SPACE AREAS SHALL RECEIVE PLANT MATERIALS AND GROUND COVER SURFACE TREATMENTS. ALL PLANTING AREAS AND TURFGRASS SHALL BE IRRIGATED. EXCLUDED FROM IRRIGATION AREAS IS THE BUILDING FOOTPRINT, HARDSCAPE AREAS, ROCK MULCH MAINTENANCE STRIPS, NATIVE PRAIRIE AREAS, ANY AREAS BELOW THE NORMAL WATER LEVEL IN STOMWATER BMPS. GENERAL NOTES L401 1 L403 1 L402 1 L404 1 PLANT SCHEDULE01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 AB 6/1/2022 10:58:23 AMVALLEY VIEW RD EDEN PRAIRIE, MN L403 JCB JCB 701155 06/01/2022 LANDSCAPE PLANTING PLAN DETAIL SW EDEN PRAIRIE MULTIFAMILY 1/16" = 1'-0"L403 1 LANDSCAPE PLANTING PLAN DETAIL-SW N TN 0 4'8'16'32'48' 1.SEE SHEETS L400-L404 FOR ADDITIONAL AND SUPPLEMENTAL PLANTING IDENTIFICATION 2.ONLY SHRUBS AND PERENNIALS ARE IDENTIFIED ON THIS PLAN FOR GRAPHIC CLARITY. SEE SHEET L400 FOR TREE PLANTINGS. 3.PLANT SCHEDULE REFERENCES ALL SITE SHRUB/PERENNIAL PLANTINGS INCLUDING POOL COURTYARD. SYMBOL QTY ID COMMON NAME SCIENTIFIC NAME PLANTING SIZE MATURE HEIGHT/WIDTH COMMENTS SHRUBS Coniferous Shrub 14 PM TANNENBAUM MUGO PINE Pinus mugo 'Tannenbaum' #20 CONT. 12'/6' PLANT PER PLAN 19 Tob TECHNITO ARBORVITAE Thuja occidentalis 'Bailjohn'(PP15,850) #5 CONT. 8'/4' PLANT PER PLAN 13 Tob. 1 TECHNITO ARBORVITAE.1 Thuja occidentalis 'Bailjohn'(PP15,850) #15 CONT. 8'/4' PLANT PER PLAN 39 Toa GOLDEN ARBORVITAE Thuja occidentalis aurea #5 CONT. 30"/30" PLANT PER PLAN 85 Deciduous Shrub 49 Am LOW SCAPE CHOKEBERRY Aronia melanocarpa 'UCONNAM165'(PP28,7 89) #5 CONT. 24"/24" PLANT PER PLAN 49 Cb NEON BURST DOGWOOD Cornus alba 'ByBoughen'(PP27,956) #5 CONT. 5'/4' PLANT PER PLAN 25 Cc GOLDEN SPIRIT SMOKEBUSH Cotinus coggygria 'Ancot'(PP13,082) #5 CONT. 6'/5' PLANT PER PLAN 34 Hk KALM AMES HYPERICUM Hypericum kalmianum 'Ames' #5 CONT. 30"/30" PLANT PER PLAN 51 Ss SEM FALSESPIREA Sorbaria sorbifolia 'Sem'(PP16,336) #5 CONT. 3'/3' PLANT PER PLAN 49 Vt COMPACT AMERICAN VIBURNUM Viburnum trilobum 'Bailey Compact' #5 CONT. 6'/6' PLANT PER PLAN 257 PERENNIALS/VINES/GRASSES 58 Ba AMERICAN GOLDFINCH BAPTISIA Baptisia 'American Goldfinch'(PP30,478) #1 CONT. 40"/50" PLANT PER PLAN 87 Eb SOMBRERO ADOBE ORANGE CONEFLOWER Echinacea 'Balsomador'(PP26,639) #1 CONT. 24"/24" PLANT PER PLAN 38 Et KISMET YELLOW CONEFLOWER Echinacea 'TNECHKY'(PP22,922) #1 CONT. 16"/20" PLANT PER PLAN 80 He ERIN LEA DAYLILY Hemerocallis 'Erin Lea' #1 CONT. 24"/20" PLANT PER PLAN 70 Hc CITRONELLE HEUCHERA Heuchera 'Citronelle'(PP17,934) #1 CONT. 14"/14" PLANT PER PLAN 37 Ha AUGUST MOON HOSTA Hosta 'August Moon' #1 CONT. 20"/30" PLANT PER PLAN 90 Hs SUM AND SUBSTANCE HOSTA Hosta 'Sum and Substance' #1 CONT. 36"/48" PLANT PER PLAN 48 Oc CINNAMON FERN Osmunda cinnamomea #1 CONT. 36-60"/36-60" PLANT PER PLAN 62 Pa BLUE JEAN BABY RUSSIAN SAGE Perovskia atriplicifolia 'Blue Jean Baby'(PP29,281) #1 CONT. 32"/36" PLANT PER PLAN 570 Ornamental Grass 85 Cab KOREAN FEATHER REED GRASS Calamagrostis arundinacea var. brachytricha #1 CONT. 30"/18" PLANT PER PLAN 106 Hm HAKONECHLOA GOLDEN VARIEGATED FOREST GRASS Hakonechloa macra 'Aureola' #1 CONT. 18"/18" PLANT PER PLAN 91 Pv NORTHWIND SWITCH GRASS Panicum virgatum 'Northwind' #1 CONT. 48"/24" PLANT PER PLAN 78 Ssm BLUE HEAVEN LITTLE BLUESTEM GRASS Schizachyrium scoparium 'MinnblueA'(PP17,310) #1 CONT. 48"/30" PLANT PER PLAN 360 TOTAL 1272 ISSUE RECORD ISSUE # DATE DESCRIPTION SD 06/01/2022 SD PKG 3 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 Landscape Architect under the laws of the state of Minnesota Name REGISTRATION NO.DATE LA 52753 JUSTIN C. BAGGENSTOSS 06.01.2022 8 8 2 883 884 8 8 6XFMR/CTS HH H XFMR/CTXFMR/CTNO PARKING NO PARKINGNO PARKING POND S S S S D D HH H D H H Vt 3 Cb 3 Ss 3 Vt 5 Ss 3 Vt 1 Cb 3 Vt 2 Tob 1 Tob 2 Cb 1 Ss 3 Hk 3 Cb 1 Toa 3 Tob.1 6 Cb 5 Ba 3 Ba 1 Ba 1 Ba 1 Ba 1 Ba 1 Et 3 Ba 1 Am 3 Pa 3 Et 3 Ssm 6 Ba 1 Et 3 Ba 1 Ssm 6 Ba 1 Vt 1 He 3 Et 5 Pa 1 Eb 3 Pa 1 Pa 1 Eb 3 Pa 1 Ss 2 /1 L402 /1 L402 /1 L403 /1 L403 He 1 Hk 1 Am 1 Ba 1 Cc 1 He 3 Pa 1 Ba 1 Hk 3 Cc 1 Ba 1 Tob 1 Toa 2 Hk 3 Ba 1 Tob 1 Ba 1 Am 1 Hk 1 Toa 1 Ba 3 Tob 1 Hk 1 Ba 1 Cc 1 Ss 2 He 1 Pv 6 PLANTING NOTES 1.REFER TO CIVIL GRADING PLAN FOR PROPOSED GRADING AND EROSION CONTROL INFORMATION 2.REFER TO L-500 FOR LANDSCAPE NOTES AND DETAILS. 3.THE LANDSCAPE PLANT SCHEDULE IS FOR THE CONVENIENCE TO THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PLANT COUNTS ON PLAN. 4.THIS PLAN ILLUSTRATES THE MINIMUM PLANTINGS TO BE PROVIDED FOR CITY APPROVAL. THE OWNER RETAINS THE RIGHT TO INCREASE PLANT SIZES / QUANTITIES. 5.ALL TREES AND SHRUBS SHALL RECEIVE 3" OF SHREDDED HARDWOOD MULCH. 6.ALL OPEN SPACE AREAS SHALL RECEIVE PLANT MATERIALS AND GROUND COVER SURFACE TREATMENTS. ALL PLANTING AREAS AND TURFGRASS SHALL BE IRRIGATED. EXCLUDED FROM IRRIGATION AREAS IS THE BUILDING FOOTPRINT, HARDSCAPE AREAS, ROCK MULCH MAINTENANCE STRIPS, NATIVE PRAIRIE AREAS, ANY AREAS BELOW THE NORMAL WATER LEVEL IN STOMWATER BMPS. GENERAL NOTES L401 1 L403 1 L402 1 L404 1 PLANT SCHEDULE01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 AB 6/1/2022 10:58:33 AMVALLEY VIEW RD EDEN PRAIRIE, MN L404 JCB JCB 701155 06/01/2022 LANDSCAPE PLANTING PLAN DETAIL SE EDEN PRAIRIE MULTIFAMILY 1/16" = 1'-0"L404 1 LANDSCAPE PLANTING PLAN DETAIL-SE N TN 0 4'8'16'32'48' 1.SEE SHEETS L400-L404 FOR ADDITIONAL AND SUPPLEMENTAL PLANTING IDENTIFICATION 2.ONLY SHRUBS AND PERENNIALS ARE IDENTIFIED ON THIS PLAN FOR GRAPHIC CLARITY. SEE SHEET L400 FOR TREE PLANTINGS. 3.PLANT SCHEDULE REFERENCES ALL SITE SHRUB/PERENNIAL PLANTINGS INCLUDING POOL COURTYARD. SYMBOL QTY ID COMMON NAME SCIENTIFIC NAME PLANTING SIZE MATURE HEIGHT/WIDTH COMMENTS SHRUBS Coniferous Shrub 14 PM TANNENBAUM MUGO PINE Pinus mugo 'Tannenbaum' #20 CONT. 12'/6' PLANT PER PLAN 19 Tob TECHNITO ARBORVITAE Thuja occidentalis 'Bailjohn'(PP15,850) #5 CONT. 8'/4' PLANT PER PLAN 13 Tob. 1 TECHNITO ARBORVITAE.1 Thuja occidentalis 'Bailjohn'(PP15,850) #15 CONT. 8'/4' PLANT PER PLAN 39 Toa GOLDEN ARBORVITAE Thuja occidentalis aurea #5 CONT. 30"/30" PLANT PER PLAN 85 Deciduous Shrub 49 Am LOW SCAPE CHOKEBERRY Aronia melanocarpa 'UCONNAM165'(PP28,7 89) #5 CONT. 24"/24" PLANT PER PLAN 49 Cb NEON BURST DOGWOOD Cornus alba 'ByBoughen'(PP27,956) #5 CONT. 5'/4' PLANT PER PLAN 25 Cc GOLDEN SPIRIT SMOKEBUSH Cotinus coggygria 'Ancot'(PP13,082) #5 CONT. 6'/5' PLANT PER PLAN 34 Hk KALM AMES HYPERICUM Hypericum kalmianum 'Ames' #5 CONT. 30"/30" PLANT PER PLAN 51 Ss SEM FALSESPIREA Sorbaria sorbifolia 'Sem'(PP16,336) #5 CONT. 3'/3' PLANT PER PLAN 49 Vt COMPACT AMERICAN VIBURNUM Viburnum trilobum 'Bailey Compact' #5 CONT. 6'/6' PLANT PER PLAN 257 PERENNIALS/VINES/GRASSES 58 Ba AMERICAN GOLDFINCH BAPTISIA Baptisia 'American Goldfinch'(PP30,478) #1 CONT. 40"/50" PLANT PER PLAN 87 Eb SOMBRERO ADOBE ORANGE CONEFLOWER Echinacea 'Balsomador'(PP26,639) #1 CONT. 24"/24" PLANT PER PLAN 38 Et KISMET YELLOW CONEFLOWER Echinacea 'TNECHKY'(PP22,922) #1 CONT. 16"/20" PLANT PER PLAN 80 He ERIN LEA DAYLILY Hemerocallis 'Erin Lea' #1 CONT. 24"/20" PLANT PER PLAN 70 Hc CITRONELLE HEUCHERA Heuchera 'Citronelle'(PP17,934) #1 CONT. 14"/14" PLANT PER PLAN 37 Ha AUGUST MOON HOSTA Hosta 'August Moon' #1 CONT. 20"/30" PLANT PER PLAN 90 Hs SUM AND SUBSTANCE HOSTA Hosta 'Sum and Substance' #1 CONT. 36"/48" PLANT PER PLAN 48 Oc CINNAMON FERN Osmunda cinnamomea #1 CONT. 36-60"/36-60" PLANT PER PLAN 62 Pa BLUE JEAN BABY RUSSIAN SAGE Perovskia atriplicifolia 'Blue Jean Baby'(PP29,281) #1 CONT. 32"/36" PLANT PER PLAN 570 Ornamental Grass 85 Cab KOREAN FEATHER REED GRASS Calamagrostis arundinacea var. brachytricha #1 CONT. 30"/18" PLANT PER PLAN 106 Hm HAKONECHLOA GOLDEN VARIEGATED FOREST GRASS Hakonechloa macra 'Aureola' #1 CONT. 18"/18" PLANT PER PLAN 91 Pv NORTHWIND SWITCH GRASS Panicum virgatum 'Northwind' #1 CONT. 48"/24" PLANT PER PLAN 78 Ssm BLUE HEAVEN LITTLE BLUESTEM GRASS Schizachyrium scoparium 'MinnblueA'(PP17,310) #1 CONT. 48"/30" PLANT PER PLAN 360 TOTAL 1272 ISSUE RECORD ISSUE # DATE DESCRIPTION SD 06/01/2022 SD PKG 3 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 Landscape Architect under the laws of the state of Minnesota Name REGISTRATION NO.DATE LA 52753 JUSTIN C. BAGGENSTOSS 06.01.2022 GENERAL NOTES 1.LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (454-0002) PRIOR TO STAKING PLANT LOCATIONS. 2.COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER CONTRACTORS WORKING ON SITE. 3.LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING ROAD SURFACES, CURBS / GUTTERS, TRAILS, TREES, GRASSED SURFACES AND OTHER INSTALLED SITE AMENITIES DURING CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 4.WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUBS MASSINGS ARE FOUND ON SITE, WHETHER SHOWN ON THE DRAWING OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED AND/OR ARE IN AN AREA TO BE GRADED, ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO HE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 5.ALL EXISTING TREES TO REMAIN TO BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND DAMAGED OR RUBBING BRANCHES. 6.B&B TREES AND SHRUBS ARE BALLED AND BURLAPED. 7.NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. 8.ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 9.CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10.CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 11.WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY HE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 12.CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. PLANTING SPECIFICATIONS 1.PLANTING BED PREPARATION: ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM DEPTH OF 10". AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION. 2.BACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES AND PROVIDE AMENDMENTS. REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER. 3.FERTILIZATION: ALL PLANT MATERIALS SHALL BE FERTILIZED, UPON INSTALLATION, WITH DRIED BONE MEAL OR OTHER SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS UNLESS NOTED OTHERWISE. 4.MULCH MATERIAL: AS SPECIFIED ON THE LANDSCAPE PLANS. MASS MULCH ALL PLANTING BEDS TO 3" DEPTH OVER FIBER MAT WEED BARRIER. ALL PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER MAT WEED BARRIER. ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE 6" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. 5.TREE STAKING: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CONDITION AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD ESPECIALLY WHERE VANDALISM, SOIL OR WIND CONDITIONS ARE A PROBLEM. 6.TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. 7.RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED. 8.PLANTING PLAN: ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLANS. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. RESPECT STATED DIMENSIONS. DO NOT SCALE DRAWINGS. 9.EDGING SHALL BE 4" P.V.C. COMMERCIAL GRADE EDGING W ITH THREE (3) METAL ANCHOR STAKES PER 20 FOOT SECTION. ALL MASS PLANTING BEDS SHALL HAVE EDGING PLACED BETWEEN MULCH AREA AND ANY ADJACENT TURF AREA. PLANTING NOTES 1.NO PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2.ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL DIGGING. 3.IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE, THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4.ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. 5.ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. 6.ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE. 7.WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 8.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. 9.SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. 10.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. ACCEPTANCE & WARRANTY NOTES 1.LANDSCAPE CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH TWO CALENDAR YEARS FROM THE TIME OF FINAL OWNER AND CITY ACCEPTANCE. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 2.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY PLANTED MATERIALS UNTIL THE TIME OF OWNER ACCEPTANCE. ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 3.LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT A A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF THE LANDSCAPE AND SITE IMPROVEMENTS PRIOR TO SUBMITTING FINAL PAY REQUEST. 4.LANDSCAPE CONTRACTOR SHALL PREPARE AN AS BUILT DRAWING(S) OF LANDSCAPE INSTALLATION SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. IRRIGATION NOTES 1.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING ILLUSTRATING AN IRRIGATION PLAN AND SPECIFICATION AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER. 2.VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LOCATION. 3.UNLESS OTHERWISE NOTED ALL SOD/SEED AND PLANTING AREAS INDICATED ON PLAN SHALL BE 100% IRRIGATED. THE IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT OF WAY BETWEEN PROPERTY LINE AND BACK OF CURB WHERE NEW LANDSCAPE IMPROVEMENTS ARE PROPOSED. 4.IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SODDED / SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. 5.THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. 6.IRRIGATION SYSTEMS SHALL COMPLY WITH ALL CITY CODES & REQUIREMENTS. GENERAL NOTES: • TWO ALTERNATIVE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. • SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 8' 0" STEEL STAKE DOUBLE STRAND 14 GA. WIRE; 3' @ 120 DEGREE INTERVALS 16" POLYPROPYLENE OR POLYETHYLENE-40 MIL.; 1 1/2" WIDE STRAP TREE WRAP TO FIRST BRANCH OR APPROVED EQUAL FLAGGING; ONE PER WIRE SHREDDED HARDWOOD MULCH; 4" DEPTH-NO MOUNDING; 36" DIA. AROUND OUTER TRUNK, TYP. (SEE SPEC) ROOTBALL TO SIT ON MOUNDED SUBGRADE. REMOVE BURLAP AND CAGE FROM TOP 1/3 OF ROOTBALL DRAIN SYSTEM AS REQUIRED; (PER SPEC) 4" DIA. PERFORATED PVC PIPE WITH SOCK-PLACED IN 42" MIN. DEPTH AUGURED HOLE; FILL WITH 3/4" DRAIN ROCK PLANTING SOIL WITH AMENDMENTS; (SEE SPEC) EDGE CONDITION VARIES; (SEE PLANS) 2" X 2" X 24" WOOD OR STEEL STAKE; SET AT ANGLE GENERAL NOTES: • TWO ALTERNATIVE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. • SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING • CONIFERS TO HAVE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. NO MULCH TO BE IN CONTACT WITH TRUNK 8' 0" STEEL STAKE DOUBLE STRAND 14 GA. WIRE; 3' @ 120 DEGREE INTERVALS 16" POLYPROPYLENE OR POLYETHYLENE-40 MIL.; 1 1/2" WIDE STRAP FLAGGING; ONE PER WIRE SHREDDED HARDWOOD MULCH; 4" DEPTH-NO MOUNDING; 36" DIA. AROUND OUTER TRUNK; (SEE SPEC) ROOTBALL TO SIT ON MOUNDED SUBGRADE. REMOVE BURLAP AND CAGE FROM TOP 1/3 OF ROOTBALL DRAIN SYSTEM AS REQUIRED; (PER SPEC) 4" DIA. PERFORATED PVC PIPE WITH SOCK-PLACED IN 42" MIN. DEPTH AUGURED HOLE; FILL WITH 3/4" DRAIN ROCK PLANTING SOIL WITH AMENDMENTS; (SEE SPEC) EDGE CONDITION VARIES; (SEE PLANS) 2" X 2" X 24" WOOD OR STEEL STAKE; SET AT ANGLE, TYP. SUBGRADE SUBGRADEVARIES 24" MIN.VARIES24" MIN.18" MIN. PERENNIAL PLANT SPACING VARIES; (SEE PLANTING SCHEDULE) GENERAL NOTES: • HAND LOOSEN ROOTS OF CONTANERIZED MATERIAL, TYP. • SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. SHREDDED HARDWOOD MULCH; 4" DEPTH; (SEE SPEC) EDGE CONDITION VARIES PER PLAN PLANTING SOIL; 12" MIN. DEPTH UNLESS OTHERWISE NOTED; (SEE SPEC) SUBGRADE VARIES PER PLAN 12" TYP. (SEE SCHEDULE) PLANT SPACING O.C. SHRUB PLANT SPACING VARIES; (SEE PLANTING SCHEDULE) GENERAL NOTES: • HAND LOOSEN ROOTS OF CONTANERIZED MATERIAL, TYP. • SCARIFY BOTTOM AND SIDES OF PLANTING PIT PRIOR TO INSTALLATION • CENTERING OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE SHREDDED HARDWOOD MULCH; 4" DEPTH, TYP. (SEE SPEC) EDGE CONDITION VARIES PER PLAN PLANTING SOIL; 18" MIN. DEPTH UNLESS OTHERWISE NOTED; (SEE SPEC) SUBGRADE SHRUBS TO SIT ON SUBGRADE (SEE PLANS AND SCHEDULE) PLANT SPACING O.C. ROCK OR HARDWOOD MULCH; 4" DEPTH (VARIES PER PLAN) GEOTEXTILE UNDERLAYMENT; (NOTE: NOT NECESSARY IF CONDITION IS HARDWOOD MULCH) STEEL EDGING; 4"H; 1/8" GAUGE MINIMUM; COLOR 'BLACK' FINISHED GRADE AND EDGE CONDITION VARIES;(SEE PLAN FOR CONDITION) PLANTINGS; (SEE PLANS) HOLD MULCH 1" MAX BELOW FINISH GRADE OF LAWN GENERAL NOTES: • TWO ALTERNATIVE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. • SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING • CONIFERS TO HAVE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED. NO MULCH TO BE IN CONTACT WITH TRUNK 16" POLYPROPYLENE OR POLYETHYLENE-40 MIL.; 1 1/2" WIDE STRAP SHREDDED HARDWOOD MULCH; 3" DEPTH-NO MOUNDING; 36" DIA. AROUND OUTER TRUNK; (SEE SPEC) ROOTBALL TO SIT ON MOUNDED SUBGRADE. REMOVE BURLAP AND CAGE FROM TOP 1/3 OF ROOTBALL PLANTING SOIL WITH AMENDMENTS; (SEE SPEC) SUBGRADE GENERAL NOTES: • CONTRACTOR TO VERIFY SITE SLOPE CONDITIONS PRIOR TO PLANTING AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPENCIES WITH PLANTING METHODS INDICATED. • DIAMETER OF PLANTING HOLE SHALL BE TRIPLE THE DIAMETER OF THE ROOTBALL; SLOPE SIDE GRADUALLY. 2" X 2" X 24" WOOD OR STEEL STAKE; SET AT ANGLE, TYP. KEEP MULCH RING 4" AWAY FROM TRUNK BASE DOUBLE STRAND 14 GA. WIRE; 3' @ 120 DEGREE INTERVALS FLAGGING; ONE PER WIRE 6" HIGH EARTH SAUCER BEYOND EDGE OF ROOTBALL, TYP. ORIGINAL SLOPE SHOULD PASS THROUGH POINT WHERE THE TRUNK MEETS SUBSTRATE/SOIL, TYP. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS; DO NOT OVER COMPACT. AFTER BACKFILLING POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. EACH TREE SHALL BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOTBALL AND LEVEL WITH FINISHED GRADE, TYP.01" 3"2"VERIFY SHEET SCALE HERERYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax NOT FOR CONSTRUCTIONWWW.RYANCOMPANIES.COM PRELIMINARY NOT FOR CONSTRUCTION© 2022 RYAN A+E, INC. DRAWN BY CHECKED BY JOB NO.DATE CONSULTANTS OWNER KEY PLAN PROJECT INFORMATION SD PKG 3 06/01/2022 AB 6/1/2022 10:58:35 AMVALLEY VIEW RD EDEN PRAIRIE, MN L500 JCB JCB 701155 06/01/2022 LANDSCAPE DETAILS EDEN PRAIRIE MULTIFAMILY 1/2" = 1'-0"L500 A TREE PLANTING DETAILS 3/4" = 1'-0"L500 C SHRUB AND PERENNIAL PLANTING DETAILS 1 1/2" = 1'-0"L500 1 STEEL EDGER DETAIL 1/2" = 1'-0"L500 B TREE PLANTING DETAIL ON SLOPE ISSUE RECORD ISSUE # DATE DESCRIPTION SD 06/01/2022 SD PKG 3 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 Landscape Architect under the laws of the state of Minnesota Name REGISTRATION NO.DATE LA 52753 JUSTIN C. BAGGENSTOSS 06.01.2022 1 PROJECT PROFILE – JUNE 27, 2022 PLANNING COMMISSION – JUNE 27, 2022 1. 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 05/25/22 120 Day Deadline 09/21/22 Initial DRC review 03/31/22 Notice to Paper Date 06/07/22 Resident Notice Date 06/08/22 Meeting Date 06/27/22 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 PLANNING COMMISSION – JULY 11, 2022 Canceled CITY COUNCIL PUBLIC HEARING – JULY 12, 2022 1. 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 05/04/22 120 Day Deadline 09/02/22 Initial DRC review 03/10/22 Notice to Paper Date 05/25/22 Resident Notice Date 05/26/22 Meeting Date 06/13/22 Notice to Paper Date 06/22/22 Resident Notice Date 06/23/22 1st Meeting Date 07/12/22 2nd Meeting Date 00/00/22 2 CITY COUNCIL CONSENT – JULY 12, 2022 1. 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 08/31/22 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 07/12/22 IN BUT NOT SCHEDULED 1. OLYMPIC HILLS 8TH ADDITION (2022-08) by Anderson Engineering, LLC (SARAH) Proposal for a preliminary plat of one outlot to allow for a single-family home Location: 24-116-22-34-0040 Contact: Jacob Dobias, 952-230-9836, jdobias@ae-mn.com Request for: • Planned Unit Development Concept Review on 0.19 acres • Planned Unit Development Amendment on 0.19 acres • Preliminary Plat on 0.19 acres Application Info Planning Commission City Council Initial Date Submitted 06/17/22 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 06/23/22 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 2. CODE AMENDMENT FOR BUILDING MATERIALS by City of Eden Prairie (BEN) Amend City Code Chapter 11 relating to exterior building materials Contact: Ben Schneider, 952-949-8491 Request for: • Amend City Code Chapter 11 relating to exterior 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 3 3. 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 4. 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 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 VARIANCES ADMINISTRATIVE REVIEW 1. ADMINISTRATIVE SITE PLAN REVIEW – 14675 MARTIN DRIVE (2022-03A) by Martin Drive, LLC (SARAH) Proposal to raise the elevation and modify layout of the parking lot Location: 14675 Martin Drive Contact: Tim McLaughlin, 612-910-7796, tim@grootwassink.com Request for: • Admin Site Plan Review on 2.5 acres 4 Application Info Planning Commission City Council Initial Date Submitted 05/18/22 Date Complete 06/03/22 120 Day Deadline 10/01/22 Initial DRC review 05/19/22 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 2. ADMINISTRATIVE SITE PLAN REVIEW – WINNEBAGO (2022-04A) by Loucks, Inc. (BEN) Proposal to add 24 parking stalls and install parking islands Location: 13200 Pioneer Trl Contact: Max Seitz, 763-496-6729, mseitz@loucksinc.com Request for: • Admin Site Plan Review on 10.05 acres Application Info Planning Commission City Council Initial Date Submitted 05/31/22 Date Complete 06/01/22 120 Day Deadline 09/29/22 Initial DRC review 06/02/22 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 3. ADMINISTRATIVE SITE PLAN REVIEW - WARESPACE (2022-05A) by Blumentals Architecture (BEN) Proposal to reduce the number of parking stalls on site and install five (5) glass garage doors on the east façade Location: 7500 Golden Triangle Dr Contact: Dan Noyes, 612-750-9538, dann@blumentals.com Request for: • Admin Site Plan Review on 6.51 acres Application Info Planning Commission City Council Initial Date Submitted 06/13/22 Date Complete 00/00/22 120 Day Deadline 00/00/22 Initial DRC review 06/23/22 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 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 – Subject to 60-day deadline (COMPLETE) • Enter into a License Agreement with the City of Eden Prairie 5 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 2. TELECOMMUNICATIONS (2022-12TM) by Black & Veatch Corporation on behalf of AT & T (SARAH) Contact: Kara Hansen, 913-458-2168, hansenk@bv.com Location: 9100 Riley Lake Rd Request for: • Adding antennas to an existing telecommunications tower Application Info Planning Commission City Council Initial Date Submitted 05/10/22 Date Complete 00/00/22 60 Day Deadline 00/00/22 Initial DRC review 05/19/22 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 3. TELECOMMUNICATIONS (2022-14TM) by SMJ International on behalf of AT & T (SARAH) Contact: Aaron Adelman, 616-916-3062, aadelman@smj-llc.com Location: 12100 Pioneer Trail Request for: • Existing antenna replacement Application Info Planning Commission City Council Initial Date Submitted 06/22/22 Date Complete 06/22/22 60 Day Deadline 08/21/22 Initial DRC review 06/23/22 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