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HomeMy WebLinkAbout2025-04-16 Agenda Packet M eeting L ocation: M unicipal Center 7100 147th Street West Apple Valley, M innesota 55124 April 16, 2025 PLA N N IN G C O MMISSIO N T EN TAT IVE A G EN D A 7:00 P M 1.Call to Order 2.Approve Agenda 3.Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a commissioner or citizen requests to have any item separately considered. It will then be moved to the land use/action items for consideration. A.Approve Minutes of April 2, 2025 Regular Meeting 4.Public Hearings 5.Land Use / Action Items A.Apple Valley Village (C assia) Expansion - Transition C are Unit (T C U) Site Plan/Building Permit Authorization Site Plan/Building Permit Authorization of the Apple Valley Village Expansion (C assia) for development of a Transition Care Unit facility. LO C AT IO N: 14650 Garrett Avenue A PPLIC A N T: Nicholas Olson on behalf of Bob Dahl B.Kelley Park Improvements C onsider the following for Kelley Park Improvements: 1. Variances to Reduce Building Setbacks Along Streets. 2. Variance to Reduce Parking Setback Along Streets. 3. Site Plan/Building Permit Authorization for Kelley Park Improvements. LO C AT IO N: 6855 Fortino Street A PPLIC A N T: City of Apple Valley 6.Other Business A.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, May 7, 2025 - 7:00 p.m. Planning Commission - Wednesday, May 21, 2025 - 7:00 p.m. C ity Council - T hursday, April 24, 2025 - 7:00 p.m. C ity Council - T hursday, May 8, 2025 - 7:00 p.m. 7.Adjourn Regular meetings are broadcast, live, on C harter C ommunications C able C hannel 180 and on the C ity's website at www.applevalleymn.gov I T E M: 3.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:A pril 16, 2025 S E C T I O N:Consent A genda Description: A pprove Minutes of A pril 2, 2025 Regular Meeting S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: Approve minutes of the regular meeting of April 2, 2025. S UM M ARY: T he minutes of the regular Planning Commission meeting is attached for your review and approval. B AC K G RO UND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Minutes CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES April 2, 2025 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Chair Kurtz at 7:00 p.m. Members Present: Jodi Kurtz, Paul Scanlan, Dave Schindler, Becky Sandahl, Jeff Prewitt, and Douglas Hlas Member(s) Absent: Phil Mahowald City staff members attending: Associate Planner Sydnee Stroeing, Planning Consultant Jennifer Haskamp, City Engineer Brandon Anderson, Assistant City Engineer Evan Acosta, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. 2. APPROVAL OF AGENDA Chair Kurtz asked if there were any changes to the agenda. – None. Associate Planner Stroeing stated that there were three supplemental documents provided to Commissioners. MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, approving the agenda. Roll call vote: Ayes - 6 – Nays – 0. 3. CONSENT ITEMS A. Approval of Minutes of March 19, 2025 B. Set Joint Meeting at Informal City Council Meeting at 5:30 p.m. on April 10, 2025 MOTION: Commissioner Scanlan moved, seconded by Commissioner Hlas, approving the minutes of March 19, 2025 and setting the joint meeting at informal City Council meeting on April 10, 2025. call vote: Ayes - 6 – Nays – 0. 4. PUBLIC HEARING A. Cannabis Microbusiness Text Amedments Chair Kurtz opened the public hearing. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes April 2, 2025 Page 2 of 8 Associate Planner Stroeing gave a brief presentation. Commissioner Scanlan asked if the history of the Planned Development (PD) could be provided. Associate Planner Stroeing stated that it was likely zoned as a PD as they generally provide more flexibility and mix of uses. Further history on the PD can be provided at the next meeting if desired. Commissioner Scanlan shared concerns over how approving this request could open the door to other PDs and perhaps rezoning the parcels would be a better option. Associate Planner Stroeing stated that there are some retail and small office businesses located in the strip mall currently. Cannabis Retailers are also allowed in PDs if retail use is already allowed in the PD. Staff considered the possibility of there being more requests like this one and that would be the reason for needing to amend each individual PD and find that the PD could support a cannabis microbusiness. The buffers would also still apply. Chair Kurtz asked if the applicant has considered other locations that are adequately zoned. Associate Planner Stroeing stated that staff is reacting to what is proposed by the applicant and is not aware of any other locations they may have considered. Commissioner Sandahl asked why in the draft ordinance, cannabis microbusiness has a “P” listed as opposed to “PDR”. City Attorney Hills said that is a typo and should just have an asterisk instead of the “P”. The applicant, Jason Sewell (HiRISH), was present for questions. Commissioner Scanlan asked if other locations have been considered. Mr. Sewell stated that he has looked at other locations and there are not a lot of selections available and can be out of reach for smaller entrepreneurs. Chair Kurtz asked if there were any comments from the public. With no further comments, Chair Kurtz closed the public hearing. B. Orchard Place 5th Addition Rezoning Chair Kurtz opened the public hearing. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes April 2, 2025 Page 3 of 8 Associate Planner Stroeing provided a brief presentation. Commissioner Hlas asked if only the southern half of the property is being rezoned to RB. Associate Planner Stroeing stated that the north and south sections would be zoned PD. The middle section (Outlot A) would remain the same. The property owner could come back in the future to have that land rezoned into the PD as well if they wish. Commissioner Scanlan asked if the City had any concerns over Outlot A and what types of developments may go there. Associate Planner Stroeing stated that staff is not aware of any proposals for Outlot A, but the land would need to be platted. Depending on what use comes forward, it could stay Retail Business or could be amended if needed. It is the developer’s plan to master develop this land so that the users are cohesive. Commissioner Scanlan asked if there were any concerns over the size or shape of the outlot. Associate Planner Stroeing stated that it is currently zoned Retail Business which has a minimum lot size of 15,000 sq. ft., which this outlot would exceed. Commissioner Scanlan asked if the PD was approved and later there were revisions to be made after hearing the two land use action items proposed this evening, would the PD need to be brought forward again for amendments. Associate Planner Stroeing stated that an amendment would need to come back for a recommendation. Commissioner Sandahl noted that the updated draft ordinance states that between the hours of 11:00 p.m. to 10:00 a.m., that no recreation activities shall occur, but the applicant for Skyline Social & Games states that they are open until midnight on the weekends. Associate Planner Stroeing stated that the provision applies only to outdoor recreation activities. Outdoor dining is still allowed. Commissioner Sandahl shared concerns over the proposed 329 parking spaces. Associate Planner Stroeing stated that there is no specific code provision that would apply to a mixed use such as Skyline and deferred to the applicant on further discussion on their parking needs. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes April 2, 2025 Page 4 of 8 The applicant, Chris Moe (HJ Development) was present for questions. Chair Kurtz asked if there were any comments from the public. The owners of Skyline Social & Games, Corey and Whitney Kolquist, stated their concerns over the limiting of outdoor recreation hours and asked that the Commission strike provision 7.C. under Permitted Uses in the draft ordinance. Discussion was had between City staff and Commissioners considering other hours or language to alter this provision. MOTION: Commissioner Sandahl moved, seconded by Commissioner Hlas, to recommend approval of a rezone of Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat) from “RB” (Retail Business) to “PD” (Planned Development). Roll call vote: Ayes – 5 – Nays – 1 (Scanlan). MOTION: Commissioner Sandahl moved, seconded by Commissioner Prewitt, to recommend adoption of the updated draft planned development ordinance applicable to Lot 1 and Lot 2, Block 1 and Outlot B, Orchard Place 5th Addition (according to the preliminary plat) with the change to 7.C. to stated that “no outdoor recreational activity shall occur from 11:00 p.m. to 8:00 a.m.” Roll call vote: Ayes – 5 – Nays – 1 (Scanlan). Chair Kurtz closed the public hearing. C. Orchard Place 5th Addition Preliminary Plat Chair Kurtz opened the public hearing. Associate Planner Stroeing provided a brief presentation. With no comments, Chair Kurtz closed the public hearing. MOTION: Commissioner Sandahl moved, seconded by Commissioner Schindler, to recommend approval of the subdivision of a 16.22-acre outlot (Outlot D, Orchard Place 2nd Addition) into two lots and two outlots. Roll call vote: Ayes – 6 – Nays – 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes April 2, 2025 Page 5 of 8 5. LAND USE A. Orchard Place Apartment Development (Trident) Site Plan and Building Permit Authorization Consultant Planner Haskamp provided a brief presentation. MOTION: Commissioner Scanlan moved, seconded by Commissioner Hlas, to recommend approval of a 135-unit multi-family residential apartment building on Lot 2, Block 1, of the proposed Orchard Place 5th Addition (according to the preliminary plat). Roll call vote: Ayes – 6 – Nays – 0. B. Skyline Social & Games Associate Planner Stroeing provided a brief presentation. Commissioner Scanlan shared concerns over the south side of the proposed building lacking similar architectural components to the other three sides. The applicant, Whitney Kolquist (Skyline Social & Games), provided more details on the building materials being proposed. Commissioner Schindler suggested adding another brick bump-out to break up the massing on the south side. Commissioner Schindler asked if the black corrugated metal needs to be maintained. Mrs. Kolquist stated that it is not painted and is maintenance free. Commissioner Scanlan asked if there would be foundation landscaping. Associate Planner Stroeing stated that there will be shrubbery and mulch along most of the foundation. MOTION: Commissioner Hlas moved, seconded by Commissioner Schindler, to recommend approval of a site plan/building permit authorization to allow for construction of a 46,550 sq. ft. indoor commercial recreation facility and class I restaurant with an associated 51,150 sq. ft. outdoor recreation facility and patio on Lot 1, Block 1, Orchard Place 5th Addition (according to the preliminary plat). Roll call vote: Ayes – 6 – Nays – 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes April 2, 2025 Page 6 of 8 C. Rockport, LLC Mixed Business Campus Comprehensive Plan Amendment Consultant Planner Haskamp provided a brief presentation. Commissioner Scanlan asked for clarification on if the approval of this amendment would alter the 19.1 MGD water treatment plant capacity. Assistant City Engineer Acosta and City Engineer Anderson provided additional details regarding the water treatment plant (WTP) capacity and issues that are currently impacting the City’s water and stated that there would be mitigation required if any applicants come forward that exceed that number. The 19.1 MGD figure is the goal the City is committed to reaching. Commissioner Prewitt asked how close the City is to achieving the 19.1 MGD goal. City Engineer Anderson believed that the maximum daily demand (from about June to August) is 15 to 15.5 MGD. Commissioner Prewitt asked what mitigation options there would be. City Engineer Anderson stated that the main concern is the WTP and mitigation would need to be able to expand the capacity of the WTP and further review would need to occur. The attorney for Rockport LLC, Matt Duffy (Monroe Moxness Berg), was present for additional questions and comments. Chair Kurtz opined that if the water supply cannot be accommodated, then it is not feasible to make the change. There was a vision behind the 2040 Comprehensive Plan, and this does not seem to complement that vision. Commissioner Prewitt stated that this Comprehensive Plan amendment feels linked to the data center. Commissioner Sandahl agreed with the City’s infrastructure not supporting this change. Commissioner Scanlan voiced concerns over whether this Comprehensive Plan Amendment was the best option for the applicant to achieve their goals while keeping the goals of the City intact and in line with the 2040 Comprehensive Plan. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes April 2, 2025 Page 7 of 8 Commissioner Schindler stated that he would be okay with the Comprehensive Plan Amendment as it would only take away the restrictions of how the land is used and the data center would still need to come forward as a separate item for approval. Commissioner Hlas agreed with Commissioner Schindler on the fact that the data center would still need to come forward separately and provide mitigation options if the WTP cannot accommodate. Commissioner Sandahl asked for clarification regarding the addition of Industrial uses being proposed. Consultant Planner Haskamp stated that the Industrial use is only being proposed to be added in Area C of Figure 4.2. MOTION: Chair Kurtz moved, seconded by Commissioner Sandahl, to recommend denial of the requested Comprehensive Plan Amendment with the following findings: water supply issues, sanitary issues, noise, and altering the vision of the 2040 Comprehensive Plan, as supported with the facts of the report. Roll call vote: Ayes – 5 – Nays – 1 (Schindler). 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is scheduled for Wednesday, April 16, 2025, 7:00 p.m. The next City Council meeting is Thursday, April 10, 2025, 7:00 p.m. 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Scanlan moved, seconded by Commissioner Sandahl, to adjourn the meeting at 10:08 p.m. Roll call vote: Ayes – 6 – Nays – 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes April 2, 2025 Page 8 of 8 Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 04/16/2025 . Jodi Kurtz, Chair I T E M: 5.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:A pril 16, 2025 S E C T I O N:L and Use / Action I tems Description: A pple Valley Village (Cassia) Expansion - Transition Care Unit (T C U) Site P lan/Building P ermit A uthorization S taff Contact: J ennifer Haskamp, A I C P, S HC and J enna Shoosmith, S HC Department / Division: Community Development Department Applicant: Nicholas Olson on behalf of Bob Dahl P roject Number: P C25-08-B Applicant Date: 3/18/2025 60 Days: 5/17/2025 120 Days: 7/16/2025 AC T I O N RE Q UE S T E D: It is the policy of the Planning C ommission to not take action on an item the evening of its introduction. If the Planning C ommission has no concerns with site plan/building authorization request, staff recommends the following action: Recommend approv al of the site plan and building permit authorization of the Apple Valley Village E xpansion for dev elopment of a Transition Care Unit facility on L ot 2, Block 1 Apple Valley Commercial 4th Addition with the conditions as noted. S UM M ARY: Nicholas Olson on behalf of Bob Dahl of the Apple Valley Medical C enter (“Applicant”) has applied for Site Plan and Building Permit Authorization to construct a 60-unit (64 bed) skilled nursing facility for transition care (T C U Project) on the subject property. T he site is generally located at the intersection of Garrett Avenue and 147th Street West. T he proposed Project is located on approximately 5.9 acres and is currently vacant, except for an existing parking lot that has been used for SC C parking. T he vacant site has been part of the Owner’s long-term plans to provide a full continuum of care from the health care campus that includes the existing S C C facility and adjacent/connected village apartments to the north of the subject site. T he proposed structure will be approximately 30-feet tall with 63,000 square feet of space programmed for a mix of private and split double units, commercial kitchen and dining room, PT /O T room, nursing stations, and office space. T he Project proposes to share parking with the Apple Valley Skilled Care C enter (“SC C ”) which requires reconfiguration of the south end of the existing parking lot. Reconfiguration of the parking lot will allow for improved flow and access between the two facilities and allow for the construction of a new enclosed walkway to connect the existing SC C facility with the new T C U Project facility. T he parking lot and driveway reconfiguration also includes the construction of a Porte C ochere (also described as a C anopy within the plan set) to provide cover for patient drop-off to the new T C U Project facility. Given the proximity of the front entrance of the facility to lot line and shared parking, the Porte Cochere will be constructed across the shared lot line between the new T C U Project site and the existing SC C site. T he proposed parking lot, walkway, and Porte C ochere encroach on or over the shared side lot line with the existing SC C facility to the north. Based on the Applicant’s narrative regarding operations, the T C U Project facility and the S C C facility are planned to be under common ownership, function collectively as a health care campus, share the parking lots, and be connected via a new covered walkway. T he proposed shared campus layout of the two buildings results in some of the site improvements crossing the shared property line, which does not meet certain setback and dimensional standards of the zoning district if each lot is considered individually. However, since the proposed T C U Project facility and S C C facility are part of medical campus plan under common ownership, it is reasonable to share certain improvements such as parking, sidewalks, walkways, etc., to provide an interconnected facility plan. To achieve the campus plan objective, staff is recommending that a deed restriction be placed on both the T C U Project lot and the SC C lot that requires both lots to be considered enjoined for purposes of site improvements and development. T he deed restriction would stipulate that the lots may not be sold independently to separate owners unless each lot is brought into compliance with the applicable zoning standards in place at the time of contemplated sale. T he deed restriction should be prepared by the C ity Attorney, and staff recommends requiring that the deed restriction be recorded prior to the issuance of a building permit. B AC K G RO UND: Comprehensiv e P lan: T he subject property is guided High Density Residential (HD ). High Density Residential areas consist of existing and planned attached multi-family units including apartments, condominiums and allow for assisted living and medical service facilities within the designation. T he proposed Project is a Transition C are Unit (T C U) which provides full medical services and temporary living facilities for patients that are in transition from full hospital medical services to other permanent living facilities. T he proposed Project is consistent with the guiding of the subject property. T he Apple Valley 2040 C omprehensive Plan emphasizes unified and cohesive neighborhoods and design. It also identifies the need for development that supports community needs. Local demographic trends show a shift towards an aging population. Roughly half of the forecasted population growth in Dakota County will occur in the population group aged 65 or over. T he proposed project aligns with the goals and policies of the 2040 Comprehensive Plan because it is compatible with the existing health care campus, and it will provide additional services to the C ity’s senior community. Zoning: T he subject property is zoned Planned Development (PD) 290 and is located within subzone 1. Per PD 290, permitted uses include hospitals, clinics, nursing homes, and retirements homes. T he proposed Project provides transition care to patients needing medical services before they are discharged to permanent residential facilities. T he proposed use is similar to the permitted uses and is consistent with the purpose of the PD ordinance. Permitted accessory uses include off-street parking, refuse storage, and loading areas that are all included to support the proposed Project. T he following summarizes the proposed building and site dimensions in relation to PD 290: P D 290 Dimensional Standards: Lot Area (Min.): 10,000 SF Lot Width (Min.): 100 FT Minimum B uilding Setbacks: Along Streets: 20 FT Side Lot Line: 10 FT Rear Lot Line: 20 FT Minimum P arking Setbacks: Along Streets: 20 FT Side or Rear Lot Line: 5 FT Maximum B uilding Cov erage: 20% of lot Maximum B uilding Height: 30 FT P arking: One space for each four beds plus one space for each two employees and one space for each staff doctor 184 Beds: 46 stalls 176 Staff: 88 stalls 4 Doctors: 4 stalls Total Required: 138 stalls P roposed Dimensions: Lot Area (Min.): 5.87 Acres (~255,697 SF) Lot Width (Min.): 500 FT Minimum B uilding Setbacks: Along Streets: ~420 FT Side Lot Line: 0 FT Rear Lot Line: 29 FT Minimum P arking Setbacks: Along Streets: ~300 FT Side or Rear Lot Line: 0 FT Maximum B uilding Cov erage: 13% of lot Maximum B uilding Height: 30 FT P arking: 146 stalls As proposed, the Project either meets or exceeds the dimensional standards established by PD 290 with the exception of the setback from the shared side lot line with the S C C facility to the north. As previously stated, Staff recommends a deed restriction be placed on the subject lots that enjoins them together for purposes of evaluating the setbacks from the shared lot line. As described previously, the deed restriction would allow for the campus layout but restrict the lots from being able to be sold independently without first bringing them into compliance with the applicable side-yard setback standards. Site P lan: T he proposed site plan includes a two-story (63,000 S F) T C U facility with 60-units and 64 beds. Per the Applicant’s narrative, the proposed building will include a combination of private and split double units, a commercial kitchen and dining room, a PT /O T room, nurse stations, office space, and a central courtyard. T he proposed facility will be accessible from two (2) access driveways off Garrett Avenue. T he submitted site plan shows one (1) new access driveway located southwest of the proposed structure. T he parking lot will connect to the existing shared access driveway north of the subject property. T he T C U and S C C facilities will share a total of 146 parking stalls, which exceeds the minimum required for rest and nursing homes as detailed above. Electric and utility meters will be located in the lower level of the structure. A screened mechanical pad and dumpster enclosure will be located outside and be accessible via the new driveway west of the proposed facility. T he main entrance of the proposed building will face north towards the shared access driveway and the proposed parking area located partially on the adjacent SC C site. A Porte Cochere will extend across a two-lane loading/unloading area providing shelter for the entrance (note, the Porte C ochere is located partially on the SC C lot). T he lowest point of the Porte Cochere is proposed to be constructed with an approximately 14-foot-tall canopy. Staff recommends including a condition that the Porte C ochere must be able to accommodate emergency vehicle heights and may need to be adjusted taller. T here will be five (5) ancillary entrances and exits on the remaining sides of the building. A new enclosed walkway is proposed to connect the T C U Project facility with the existing SC C facility. Staff recommends including a condition that the walkway must have exterior emergency access points. Private interior walking/biking paths will connect to the S C C to the north and to 147th Street W to the south. Staff recommends including a condition for approval that an additional walking path must be installed parallel to the existing shared access driveway to provide additional connectivity to the parking area and Garrett Avenue to the west. Grading and Utilities: T he proposed project will be served by existing municipal utilities that will be extended to the new facility. Stormwater will be managed via a new retention pond, located southwest of the proposed building. T he C ity Engineer has reviewed the grading and utility plans, and their comments are included in the attached documents. Issuance of a building permit, grading activity, or utility installation is contingent upon the review and approval of the final grading and utility plans by the C ity Engineer. Elev ations: Section 155.346(B)(4) establishes generally accepted building material types and states the following: Materials shall be those normally utilized in this part of the country f or permanent type construction, which are f ound in what is generally accepted as good architectural design and which are f ound to be compatible with nearby existing buildings. T he design of the proposed building is compatible with the existing adjacent structures. Although the sister facilities were constructed in the 1980s, the campus will generally have a cohesive design. T he proposed building incorporates similar architectural elements and materials. T he external façade will be composed largely of brick and neutral tone cement panels, which are also found on the adjacent buildings. Large rectangular windows and a varied elevation will help to create visual interest. T he parapet will be topped with black metal fascia. Architectural plans are included in the submitted plan set. Landscape P lan & P ublic Use Dedication: Section 155.349 requires landscaping for all new commercial, industrial, multiple residential developments to be installed on site at 2.5% of the means construction cost of the building. T he applicant has requested the consideration of additional materials to be counted towards the landscaping costs. T he full description of additional items and costs can be found in the attached "Landscape Opinion of Probable C ost". Additional landscape materials included in the applicant's request that have been reviewed by the Planning C ommission with previous projects include benches, water features, irrigation, and other hardscape materials. T he applicant has included items like sod and seed mix towards the landscaping requirement. T hese materials are explicitly excluded in the definition of landscaping material per City Code and should not be counted towards the required landscaping cost. Staff will continue to work with the applicant to ensure that the 2.5% requirement is met. B UD G E T I M PAC T: N/A AT TAC HM E NT S : L ocation Map Z oning Map Applicant L etter Plan S et Exhibit Plan S et Resolution Memo Memo 147TH ST W 150TH ST W 146TH ST W GA L A X I E A V E GLAZIER AVE GA R R E T T A V E 14 6 T H W A Y W FL O R E N C E T R L 145TH ST W GENES E E A V E UPPER 146TH ST W FO R U M P A T H GADWELL ST GA R L A N D A V E 1 4 6 T H S T R E E T C T GL A Z I E R A V E GA R R E T T A V E 145TH ST W ^ ¯Apple Valley Village (Cassia) Location Map Subject Property 14650 Garrett Avenue 0 410205 Feet 1 2 2 1 2 2 4 1 1 1 2 3 P P P LB LB LB R-3 PD- I-1 R-3 R-3 M-5C M-6C M-8C PD-290 PD-409 PD-290 PD-290 PD-409 147TH ST W 150TH ST W 146TH ST W GA L A X I E A V E GLAZIER AVE GA R R E T T A V E 14 6 T H W A Y W FL O R E N C E T R L 145TH ST W GENES E E A V E UPPER 146TH ST W FO R U M P A T H GADWELL ST GA R L A N D A V E GL A Z I E R A V E GA R R E T T A V E 145TH ST W ^ ¯Apple Valley Village (Cassia) Zoning Map Subject Property 14650 Garrett Avenue 0 410205 Feet March 18, 2025 Sydnee Stroeing Associate Planner City of Apple Valley 7100 147th Street W Apple Valley, MN 55124 Sydnee.stroeing@applevalleymn.gov I & S Group, Inc. | 7900 International Drive + Suite 550 + Bloomington, MN 55425 + 952.426.0699 1 RE: Apple Valley Village Expansion – Project Narrative Location: 14650 Garrett Avenue, Apple Valley, MN Sydnee, Thank you for reviewing the following narrative and attached materials being submitted on behalf of Cassia in support of their development plans to expand upon their existing senior housing and health care facility. This submittal requests review of the attached Site Plan and Architectural Plans in support of a Site Plan approval. The following narrative describes the proposed project and provides further details including demonstration of how the projec t is compliant with applicable criteria and the City of Apple Valley’s Comprehensive Plan. PROJECT NARRATIVE The subject property currently sits vacant, directly South of the existing Apple Valley Village Facility at the intersection of Garrett Avenue and 147th Street West. Cassia is proposing to develop this 5.9 -acre lot into a 63,000 square foot, 60-unit (64-bed) skilled nursing facility that focuses specifically on short term stay (transitional care unit or TCU) to their existing conti nuum of care. The proposed facility would include a combination of private and split double units, a commercial kitchen and dining room, PT/OT room, nurse stations, office space, a courtyard, and other amenities for residents to enjoy. The new building will be connected to the existing Apple Valley Health Care Center by a connecting link so staff and residents can be connected to the existing campus. The project will also include associated parking and site infrastructure. In addition to the existing surface parking stall count, 7 regular parking stalls and 4 ADA parking stalls are proposed, as well as new drive access from Garret t Ave and a connection to the existing drive access to Apple Valley Village. Drive access has been designed to accommodate deliveries from Semi tractor/trailers and ease of entry and exit by waste/recycling trucks and emergency services. The expansion will be served by existing municipal utilities that will be extended to the new facility. Stormwater will be managed via a new detention pond, located West/Southwest of the proposed building. The property is located within a “Planned Development District” that allows skilled care as a use. The proposed expansion fits into, and builds upon, the existing Apple Valley Village campus and would serve to satisfy the needs of the growing Apple Val ley population. COMMUNITY SUPPORT AND THE CITY’S COMPREHENSIVE PLAN Apple Valley’s 2040 Comprehensive Plan highlights the growing need for support of the senior population. Apple Valley’s population is projected to reach 63,600 by 2040, a roughly 20% increase over where it sits today. In addition to this growth, demographic trends show a shift towards an aging population, with ages 55 and older carrying a high growth percentage while the under 18 population percentage of Apple Valley is projected to decrease. Most notably, the 70-74 age cohort is expected to experience the largest net growth through 2040, driven by aging “Baby Boomers”. Architecture + Engineering + Environmental + Planning | ISGInc.com 2 In response to concerns around the demographic changes, Apply Valley started prioritizing senior housing development in 2000 and oversaw the completion of multiple senior options that resulted in hundreds of added units. The proposed expansion of Cassia’s Apple Valley Village campus will be a welcome addition to a community that already strives to provide its elderly residents with exceptional and ample housing. Please see attached moratorium support letter from the City dated 12 -5-24. TIMELINE Cassia is proposing construction to commence in the Spring of 2026 and conclude in the fall of 2027. Obtaining approval from city staff and planning commission will allow Cassia to proceed with full plan development and submittal to the State and City for all applicable reviews and permits. Please contact us at 952.426.0699 or via email at Nicholas.Olson@ISGInc.com and Mitchell.Cookas@ISGInc.com with any questions or if there is any additional information we can provide in support of this project. Sincerely, Nicholas D. Olson Mitchell Cookas, PLA Development Services Coordinator Project Manager Nicholas.Olson@ISGInc.com Mitchell.Cookas@ISGInc.com City of Apple Valley 7100 147th Street W. Apple Valley, MN 55124 Phone: (952) 953-2500 Fax: (952) 953-2515 www.applevalleymn.gov December 5, 2024 Mr. Dave Shaw, Administrator Cassia – Apple Valley Village Health Care Center 14610 Garrett Avenue Apple Valley, MN 55124 Subject: Support for Moratorium Exception and Campus Expansion – Cassia / Augustana Dear Mr. Shaw, Thank you for contacting the City of Apple Valley regarding your pursuit of a Moratorium Exception from the Minnesota Department of Health. On behalf of the City, we are pleased to provide the following information to support Cassia’s planned expansion initiative. The City’s 2040 Comprehensive Plan highlights the growing needs of our community, including those of our senior population. Apple Valley's population has steadily increased from 45,550 in 2000 to 56,375 in 2020 and is projected to reach 63,600 by 2040. Alongside this growth, demographic trends show a significant shift in age distribution. In 1990, 35% of residents were under 18, while only 7% were aged 55 or older. By 2015, the proportion of residents under 18 had decreased to 18%, while those aged 55 and older had increased to 26%. Notably, the 70-74 age cohort is expected to experience the largest net growth through 2040, driven by aging baby boomers. In response to these demographic changes, the City has prioritized senior housing developments since 2000. Key projects include The Legends (163 units), Orchard Path (330 units), Zvago (58-unit senior cooperative), Risor (172 units), and Applewood Pointe (99 units). These developments underscore Apple Valley’s commitment to addressing the evolving housing and care needs of its senior residents. The proposed expansion of Cassia’s Apple Valley Village Health Care Center aligns with these priorities and reflects a collaborative effort between the City and Cassia. Preliminary discussions have focused on modifying existing facilities and planning new additions to the campus. The required planning review process, involving the Planning Commission and City Council, will ensure all development approvals are in place before construction begins. Based on our understanding of your proposal, key elements that support the expansion include: • Cassia/Augustana’s continued control and management of the site. • The location within a "planned development district" that permits the type of facility being proposed, with adjustments to existing units/beds in the current Transitional Care Unit (TCU) building and the addition of new units/beds in a planned adjacent building. We wish you success in pursuing the Moratorium Exception and look forward to working with you on a development plan that will enhance senior living options in Apple Valley. Sincerely, Tim Benetti Community Development Director FFE = 957.81 T/C=951.75 EX CB I=944.60 (12" RCP) N I=944.63 (12" RCP) W T/C=949.40 EX CB T/C=949.47 EX CB I=941.25 (36" RCP) N I=939.22 (OTHER" RCP) E 84" RCP? I=939.41 (OTHER" RCP) W 84" RCP T/C=948.47 EX CB I=942.32 (36" RCP) S I=942.49 (24" RCP) W R=948.96 EX STM MH I=944.01 (15" RCP) E I=943.98 (15" RCP) S R=948.67 EX STM MH I=943.43 (12" RCP) N I=943.52 (12" RCP) W R=948.96 EX STM MH U U R=952.54 EX STM MH I=938.72 (UNKNOWN" UNKNOWN) E I=938.76 (UNKNOWN" UNKNOWN) W UE UE UE UE UE UE R=951.97 EX STM MH I=942.22 (24" RCP) N I=942.72 (15" PVC) NW I=944.53 (15" PVC) NE I=942.21 (24" PVC) S >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>> G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G >> >>>>>>>>>>>>>>>>>>>>>>>>>> ST M ST M ST M STM STM STM STM STM STM STM STM STM STM STM STM STM STM S T M S T M S T M S T M S T M S T M S T M S T M S T M S T M S T M S T M S T M ST M EXISTING BUILDING FFE = 957.81 147TH S T W G A R R E T A V E N O P A R K I N G N O P A R K I N G SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N WAT WAT WAT WAT WAT WAT WA T WA T WA T WA T WA T WA T WA T WA T WAT WA T WA T WA T WA T WA T WA T WAT WAT WAT WAT WA T WA T ST M ST M ST M ST M ST M ST M ST M ST M ST M ST M ST M ST M STM STM STM STM STM STM EXISTING POND 100 YR HWL = 950.35 95 0 95 1 95 2 953 9 5 4 95 2 953 951 952 953 9 5 3 954 955 952 953 95 3 953 954 956 9 5 7 951 952 953 954 954 952 TPF TPF TP F TPFTPFTPF TP F TPF TPF TP F TP F TPF TPFTPF TPF TPF TP F TPF TPF TPF T P F TPF TPF T P F TPF TP F 31908 C2 EXIST DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 1 0 0 0 P R O J \ 3 1 9 0 0 - 3 1 9 9 9 \ 3 1 9 0 8 C A S S I A V I L L A G E S K I L L E D C A R E F A - A P P L E V A L L E Y M N \ 3 1 9 0 8 P R O D U C T I O N F I L E S \ 3 1 9 0 8 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 1 9 0 8 C 2 E X I S T . D W G S A V E D B Y : DA Y T O N . G O N Y E A SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C2-10 - --/--/-- 24-31908 C2-10 EXISTING SITE AND REMOVAL PLAN 300 31908 C2-10 APPLE VALLEY MINNESOTA EXISTING SITE AND REMOVAL PLAN 0 SCALE IN FEET 30 60 DWG DWG MGC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. SKILLED CARE CENTER CASSIA - APPLE VALLEY VILLAGE REMOVE CURB (TYP) REMOVE BITUMINOUS SURFACE (TYP) PROTECT EXISTING CATCH BASIN REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE CONCRETE WALK DEMOLISH BUILDING REMOVE LANDSCAPING CLEAR AND GRUB TREES AND UNDERBRUSH REMOVE DECIDUOUS TREE (CLEAR AND GRUB) REMOVE CONIFEROUS TREE (CLEAR AND GRUB) CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH SAWCUT AND SECTION REMOVAL. REMOVE INFILTRATION BASIN PROTECT HYDRANT PROTECT FLAG POLE PROTECT LIGHT POLE PROTECT SIGN PROTECT GUARDRAIL REMOVE LIGHT POLE REMOVE LIGHT POLE REMOVE STUMP PROTECT STORM SEWER REMOVE CONCRETE VALLEY GUTTER SAWCUT AND REMOVE CURB AND GUTTER AND 2' OF BITUMINOUS PAVEMENT SAWCUT AND REMOVE CURB AND GUTTER SAWCUT AND REMOVE CONCRETE WALK CLEAR AND GRUB (TYP) SAWCUT AND REMOVE BITUMINOUS TRAIL REMOVE TURNDOWN WALK PROPERTY LINE (TYP) EXISTING CONTOUR (TYP) TREE PROTECTION FENCE (TYP) FFE = 957.81 U U V EXISTING BUILDING FFE = 957.81 147TH S T W G A R R E T A V E N O P A R K I N G N O P A R K I N G 126 6 8 2 2 12 X X X X X COURTYARD PROPOSED BUILDING FFE = 953.5 3 INFILTRATION BASIN 100 YR HWL = 948.44 WQL = 945 X X X X X X X 18 . 5 ' 24 ' 18 . 5 ' 9'18'24' 1 8 . 5 ' 9' 1 8 . 5 ' 9' 2 4 ' 2 4 ' 6 ' 1 2 . 3 1 ' 26' 39 . 9 1 ' 8' 8' 5' 5' 6' 6' 7 . 6 7 ' 1.75'9.28' R10' R1 ' R2 ' R 1 0 ' R8' R4 ' R4' R8 ' R2.5 ' R 2 . 5 ' R2 . 5 ' R2.5' R39. 2 5 ' R 2 9 . 2 5 ' R 3 0 . 7 5 ' R8' R5 ' 2 5 . 2 9 ' 10.78' 6' 5' 9' 18 . 5 ' 15 ' 30.01' 3 0 ' R8 ' R5' R12' R 1 ' R1' 26 ' R3 9 . 2 5 ' 31908 C3 SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 1 0 0 0 P R O J \ 3 1 9 0 0 - 3 1 9 9 9 \ 3 1 9 0 8 C A S S I A V I L L A G E S K I L L E D C A R E F A - A P P L E V A L L E Y M N \ 3 1 9 0 8 P R O D U C T I O N F I L E S \ 3 1 9 0 8 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 1 9 0 8 C 3 S I T E . D W G S A V E D B Y : DA Y T O N . G O N Y E A SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C3-10 - --/--/-- 24-31908 C3-10 SITE PLAN 300 31908 C3-10 APPLE VALLEY MINNESOTA SITE PLAN 0 SCALE IN FEET 30 60 DWG DWG MGC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. SKILLED CARE CENTER CASSIA - APPLE VALLEY VILLAGE TURN DOWN WALK (SEE GRADING PLAN) CONNECT TO EXISTING CURB CONNECT TO EXISTING CURB CONNECT TO EXISTING CURB VALLEY GUTTER (SEE DETAIL) 9' CURB TAPER 3' CURB TAPER 3' CURB CUT (SEE DETAIL) ACCESSIBLE PARKING STALLS (TYP) EV PARKING STALL PROPERTY LINE (TYP) BUILDING SETBACK (TYP) CONNECT TO EXISTING CURB PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK TURN DOWN CONCRETE WALK REVERSE PITCH CONCRETE CURB AND GUTTER CONNECT TO EXISTING PATH 29.03' 39 . 1 3 ' EXISTING TREES TO REMAIN (TYP) EXISTING TREES TO REMAIN (TYP) DUMPSTER ENCLOSURE (SEE ARCH PLANS) MECHANICAL PAD (SEE ARCH + MEP PLANS) EXISTING DRAINAGE AND UTILITY EASEMENT PORTE COCHERE (SEE ARCH PLANS) EXISTING UTILITIES TO REMAIN (TYP) EXISTING VEGETATION TO REMAIN (TYP) EXISTING UTILITY TO REMAIN (TYP) PARKING DATA PARKING SPACES REQUIRED (CODE) 1 SPACE PER 4 BEDS, 1 SPACE FOR EACH 2 EMPLOYEES, 1 SPACE FOR EACH STAFF DOCTOR GOVERNING INFORMATION 184 BEDS, 176 STAFF, 4 STAFF DOCTORS (FOR SKILLED NURSE FACILITY (SNF) & SKILLED CARE CENTER (SCC)) PARKING SPACES REQUIRED 138 (FOR SNF & SCC) PARKING STALLS PROVIDED EXISTING 88 (FOR SNF, VILLAS ARE EXCLUDED FROM CALCULATION) STANDARD 46 ACCESSIBLE 5 (ONLY INCLUDES ACCESSIBLE STALLS ASSOCIATED WITH CONSTRUCTION OF THE SCC) TOTAL 146 (FOR SNF & SCC) ACCESSIBLE PARKING SIGN NO PARKING SIGN ACCESSIBLE PARKING SIGN NO PARKING SIGN "DO NOT ENTER" SIGN "DO NOT ENTER" SIGN 3' CURB TAPER RAIN GUARDIAN (SEE DETAIL) PROPOSED RIPRAP (TYP) REMOVE AND REPLACE CURB AND GUTTER REMOVE AND REPLACE SIDEWALK FFE = 957.81 U U V EXISTING BUILDING FFE = 957.81 147TH S T W G A R R E T A V E N O P A R K I N G N O P A R K I N G 126 6 8 2 2 12 X X X X X COURTYARD PROPOSED BUILDING FFE = 953.5 3 INFILTRATION BASIN 100 YR HWL = 948.44 WQL = 945 X X X X X X X 18 . 5 ' 24 ' 18 . 5 ' 9'18'24' 1 8 . 5 ' 9' 1 8 . 5 ' 9' 2 4 ' 2 4 ' 6 ' 1 2 . 3 1 ' 26' 39 . 9 1 ' 8' 8' 5' 5' 6' 6' 7 . 6 7 ' 1.75'9.28' R10' R1 ' R2 ' R 1 0 ' R8' R4 ' R4' R8 ' R2.5 ' R 2 . 5 ' R2 . 5 ' R2.5' R39. 2 5 ' R 2 9 . 2 5 ' R 3 0 . 7 5 ' R8' R5 ' 2 5 . 2 9 ' 10.78' 6' 5' 9' 18 . 5 ' 15 ' 30.01' 3 0 ' R8 ' R5' R12' R 1 ' R1' 26 ' R3 9 . 2 5 ' 31908 C3 SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 1 0 0 0 P R O J \ 3 1 9 0 0 - 3 1 9 9 9 \ 3 1 9 0 8 C A S S I A V I L L A G E S K I L L E D C A R E F A - A P P L E V A L L E Y M N \ 3 1 9 0 8 P R O D U C T I O N F I L E S \ 3 1 9 0 8 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 1 9 0 8 C 3 S I T E . D W G S A V E D B Y : DA Y T O N . G O N Y E A SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C3-10 - --/--/-- 24-31908 C3-10 SITE PLAN 300 31908 C3-10 APPLE VALLEY MINNESOTA SITE PLAN 0 SCALE IN FEET 30 60 DWG DWG MGC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. SKILLED CARE CENTER CASSIA - APPLE VALLEY VILLAGE TURN DOWN WALK (SEE GRADING PLAN) CONNECT TO EXISTING CURB CONNECT TO EXISTING CURB CONNECT TO EXISTING CURB VALLEY GUTTER (SEE DETAIL) 9' CURB TAPER 3' CURB TAPER 3' CURB CUT (SEE DETAIL) ACCESSIBLE PARKING STALLS (TYP) EV PARKING STALL PROPERTY LINE (TYP) BUILDING SETBACK (TYP) CONNECT TO EXISTING CURB PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE WALK TURN DOWN CONCRETE WALK REVERSE PITCH CONCRETE CURB AND GUTTER CONNECT TO EXISTING PATH 29.03' 39 . 1 3 ' EXISTING TREES TO REMAIN (TYP) EXISTING TREES TO REMAIN (TYP) DUMPSTER ENCLOSURE (SEE ARCH PLANS) MECHANICAL PAD (SEE ARCH + MEP PLANS) EXISTING DRAINAGE AND UTILITY EASEMENT PORTE COCHERE (SEE ARCH PLANS) EXISTING UTILITIES TO REMAIN (TYP) EXISTING VEGETATION TO REMAIN (TYP) EXISTING UTILITY TO REMAIN (TYP) PARKING DATA PARKING SPACES REQUIRED (CODE) 1 SPACE PER 4 BEDS, 1 SPACE FOR EACH 2 EMPLOYEES, 1 SPACE FOR EACH STAFF DOCTOR GOVERNING INFORMATION 184 BEDS, 176 STAFF, 4 STAFF DOCTORS (FOR SKILLED NURSE FACILITY (SNF) & SKILLED CARE CENTER (SCC)) PARKING SPACES REQUIRED 138 (FOR SNF & SCC) PARKING STALLS PROVIDED EXISTING 88 (FOR SNF, VILLAS ARE EXCLUDED FROM CALCULATION) STANDARD 46 ACCESSIBLE 5 (ONLY INCLUDES ACCESSIBLE STALLS ASSOCIATED WITH CONSTRUCTION OF THE SCC) TOTAL 146 (FOR SNF & SCC) ACCESSIBLE PARKING SIGN NO PARKING SIGN ACCESSIBLE PARKING SIGN NO PARKING SIGN "DO NOT ENTER" SIGN "DO NOT ENTER" SIGN 3' CURB TAPER RAIN GUARDIAN (SEE DETAIL) PROPOSED RIPRAP (TYP) REMOVE AND REPLACE CURB AND GUTTER REMOVE AND REPLACE SIDEWALK 126 6 8 2 2 12 X X X X X COURTYARD PROPOSED BUILDING FFE = 953.5 3 INFILTRATION BASIN 100 YR HWL = 948.44 WQL = 945 X X X X X X X FFE = 957.81 T/C=951.75 EX CB I=944.60 (12" RCP) N I=944.63 (12" RCP) W T/C=949.40 EX CB T/C=949.47 EX CB I=941.25 (36" RCP) N I=939.22 (OTHER" RCP) E 84" RCP? I=939.41 (OTHER" RCP) W 84" RCP T/C=948.47 EX CB I=942.32 (36" RCP) S I=942.49 (24" RCP) W R=948.96 EX STM MH I=944.01 (15" RCP) E I=943.98 (15" RCP) S R=948.67 EX STM MH I=943.43 (12" RCP) N I=943.52 (12" RCP) W R=948.96 EX STM MH U U R=952.54 EX STM MH I=938.72 (UNKNOWN" UNKNOWN) E I=938.76 (UNKNOWN" UNKNOWN) W UE UE UE UE UE UE R=951.97 EX STM MH I=942.22 (24" RCP) N I=942.72 (15" PVC) NW I=944.53 (15" PVC) NE I=942.21 (24" PVC) S >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>> G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G >> >>>>>>>>>>>>>>>>>>>>>>>>>> ST M ST M ST M STM STM STM STM STM STM STM STM STM STM STM STM STM STM S T M S T M S T M S T M S T M S T M S T M S T M S T M S T M S T M S T M S T M ST M EXISTING BUILDING FFE = 957.81 147TH S T W G A R R E T A V E N O P A R K I N G N O P A R K I N G SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N WAT WAT WAT WAT WAT WAT WA T WA T WA T WA T WA T WA T WA T WA T WAT WA T WA T WA T WA T WA T WA T WAT WAT WAT WAT WA T WA T ST M ST M ST M ST M ST M ST M ST M ST M ST M ST M ST M ST M STM STM STM STM STM STM >> >>>> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >>>>>>>> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >>>>>>>> >> > > >>> > >> >>>>>> I I I I I I I I I I I I I I I I I I I > > > II ST-109 R=952.34 I=948.54 (12'') P-109 ST-108 R=952.45 I=948.44 (12'') P-109 I=948.44 (18'') P-108 ST-107 R=953.00 I=948.26 (18'') P-108 I=948.06 (18'') P-106 ST-105 R=953.53 I=948.00 (18'') P-106 I=947.80 (18'') P-104 ST-104 R=951.36 I=947.36 (18'') P-104 I=947.36 (10'') P-104A I=947.16 (24'') P-103 ST-104A R=952.61 I=947.74 (10'') P-104A ST-102 R=951.03 I=946.23 (24'') P-103 I=946.03 (30'') P-102 ST-101 R=952.83 I=945.51 (30'') P-102 I=945.31 (30'') P-101 FES-101 I=945.00 FES-201 I=945.00 ST-201 R=949.29 I=945.14 (18'') P-202 I=945.14 (18'') P-201 ST-202 R=950.77 I=945.42 (18'') P-203 I=945.91 (12'') P-202A I=945.42 (18'') P-202 ST-204 R=948.89 I=946.20 (12'') P-204 I=945.65 (18'') P-203 ST-205 R=950.25 I=947.91 (12'') P-205 I=947.71 (12'') P-204 ST-206 R=952.98 I=949.56 (10'') P-206 I=949.36 (12'') P-205 ST-206A R=952.50 I=949.68 (10'') P-206 CO-7 I=944.24 CO-6 I=943.79 CO-5 I=943.27 CO-4 I=942.92 CO-3 I=942.57 CO-1 I=942.06 OCS-1 R=948.25 I=944.50 (15'') P-1A I=942.50 (18'') P-1 ST-1 R=950.62 I=942.00 (18'') P-1 P-1 (18")P-201 (1 8 " ) P-202 (18")P-203 (18") P- 2 0 2 A ( 1 2 " ) P- 2 0 5 ( 1 2 " ) P-20 4 ( 1 2 " ) P- 2 0 5 ( 1 2 " ) P-206 (1 0 " ) P-104 A ( 1 0 " ) P-104 (1 8 " ) P-108 (18") P-109 (12") P-103 (24") P- 1 0 2 ( 3 0 " ) P-101 (30") SP-1 (10") S P - 3 ( 1 0 " ) SP-4 (10")SP-5 (10")SP-6 (6") SP- 7 ( 6 " ) SP-8 (6") P-1A (1 5 " ) FES-1A I=945.00 31908 C3 UTILITY DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 1 0 0 0 P R O J \ 3 1 9 0 0 - 3 1 9 9 9 \ 3 1 9 0 8 C A S S I A V I L L A G E S K I L L E D C A R E F A - A P P L E V A L L E Y M N \ 3 1 9 0 8 P R O D U C T I O N F I L E S \ 3 1 9 0 8 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 1 9 0 8 C 3 U T I L I T Y . D W G S A V E D B Y : DA Y T O N . G O N Y E A SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C3-20 - --/--/-- 24-31908 C3-20 UTILITY PLAN 300 31908 C3-20 APPLE VALLEY MINNESOTA UTILITY PLAN 0 SCALE IN FEET 30 60 DWG DWG MGC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. SKILLED CARE CENTER CASSIA - APPLE VALLEY VILLAGE CONNECT STUB TO STORM SEWER FROM COURTYARD (COORDINATE W/ ARCH + MEP PLANS) CONNECT TO EXISTING STORM CONNECT TO EXISTING SANITARY STRUCTURE CONTRACTOR TO CONFIRM SIZE, DEPTH, AND LOCATION CONNECT TO EXISTING WATERMAIN CONTRACTOR TO CONFIRM SIZE, DEPTH AND LOCATION UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. >>>> >> <II II> I I G G OE OE UE UE UT UT UTV OHL UTL FBO CONSTRUCT WATER & SANITARY SERVICE TO WITHIN 5' OF BUILDING CONTINUATION TO BUILDING BY MECHANICAL CONTRACTOR MECHANICAL PAD (SEE ARCH + MEP PLANS) EXISTING 84" STORM SEWER COORDINATE UTILITY CROSSING W/ OWNER, CITY AND UTILITY COMPANIES (TYP) EXISTING DRAINAGE AND UTILITY EASEMENT EXISTING UTILITIES AND SIGNAGE TO REMAIN (TYP) HYDRANT (TYP) FFE = 957.81 U U UE UE UE UE UE UE >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>> G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G V >> >>>>>>>>>>>>>>>>>>>>>>>>>> EXISTING BUILDING FFE = 957.81 147TH S T W G A R R E T A V E N O P A R K I N G N O P A R K I N G 126 6 8 2 2 12 X X X X X COURTYARD PROPOSED BUILDING FFE = 953.5 3 INFILTRATION BASIN 100 YR HWL = 948.44 WQL = 945 X X X X X X X >> >>>> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >>>>>>>> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >>>>>>>> >> > > >>> > >> >>>>>> I I I I I I I I I I I I I I I I I I I > > > II 950 949 951 952 953 954 951 952 953 950 949 951 952 95 0 95 1 95 2 95 3 95 2 952 953 954 955 953 954 956 95 7 945 950 944946947948949951952953 952 953 953953 950 951 951 952 953 954 955 956 95 7 953.50 953.50 953.29 9 5 2 . 7 7 953.30 95 3 . 2 9 95 3 . 5 0 95 3 . 5 0 953.3895 2 . 7 7 952 . 6 5 952.69 953 . 3 8 9 5 3 . 3 0 953.38 95 3 . 3 0 9 5 3 . 3 0 94 9 . 4 0 94 9 . 3 3 949.48 949.4 0 953. 5 0 953 . 5 0 9 5 3 . 3 2 953 . 3 2 95 3 . 2 4 95 3 . 2 4 953.36 953.36 952.71 95 3 . 2 7 9 5 3 . 2 8 95 2 . 6 4 951.93 952.14 953.04 953.29 953 . 2 995 2 . 1 0 951 . 8 3 952.19 95 1 . 9 5 952.8 9 95 2 . 1 8 95 2 . 0 6 95 1 . 0 4 95 0 . 8 9 9 5 0 . 5 6 95 3 . 0 0 95 3 . 0 0 953 . 0 0 95 3 . 0 0 95 3 . 0 0 95 3 . 0 0 953 . 0 0 9 5 3 . 0 0 95 3 . 0 0 953 . 0 0 9 5 3 . 5 0 95 3 . 5 0 953.00 95 3 . 0 0 953.0 0 953.0 1 9 5 3 . 0 0 953.00 953 . 0 0 953.00 953.00 953.0 0 953.00 953.0 0 953 . 0 0 953 . 0 0 953 . 0 0 953.50 953 . 5 0 95 2 . 9 0 9 5 2 . 7 3 95 3 . 5 0 9 5 3 . 7 0 9 5 3 . 5 0 95 3 . 6 1 953.70 954.04 95 3 . 4 7 95 3 . 5 3 953.98 953.29 9 5 3 . 5 0 9 5 3 . 2 0 95 3 . 2 0 95 3 . 2 0 95 3 . 4 7 9 5 3 . 4 7 953.20 953.00 953.61 95 3 . 7 0 95 3 . 2 6 953.50 953.50 953.50 953 . 5 0 953 . 5 0 953 . 2 5 952.97 952.78 953.11 953 . 0 1 953.49 953.50 953.50 953.50 953.37 95 3 . 3 7 953.12 952.97 95 2 . 9 7 953.25 95 2 . 0 7 950.57 950.29 949 . 8 4 949 . 9 4 950.25 9 5 0 . 2 9 950.73 9 5 0 . 9 2 9 5 2 . 4 4 952 . 0 8 952.11 951 . 5 9 9 5 1 . 5 4 952 . 6 0 953.00 953.31 951.65 953 . 6 6 95 3 . 8 6 9 5 3 . 7 7 94 9 . 0 3 94 9 . 2 0 949 . 0 0 949. 0 0 950.63 9 5 1 . 2 5 9 5 0 . 8 4 952 . 4 7 9 5 2 . 4 7 952.88 95 2 . 8 8 9 5 2 . 9 7 952 . 9 7 95 2 . 3 8 952.389 5 2 . 8 8 952 . 9 7 952.6 5 952.70 95 2 . 7 0 952.65 952. 0 0 952 . 2 5 9 5 2 . 2 5 95 2 . 1 9 9 5 1 . 9 7 951.43 951 . 2 5 951.97 952 . 2 0 95 2 . 3 7 952.81 95 3 . 3 3 953.38 953.46 952.79 952.92 952.60 952.889 5 2 . 8 8 95 2 . 8 8 9 5 0 . 0 4 949.86 949.96 949.86 949.96 949.82 949 . 9 6 949.96949.82 95 3 . 0 8 9 5 3 . 6 0 956.59 95 6 . 6 8 95 2 . 5 5 95 2 . 5 0 952.56 9 5 4 . 3 6 954.03 95 3 . 4 1 9 5 4 . 6 3 95 3 . 7 4 953 . 8 8 953.86 953.45 954.66 954 . 3 9 95 3 . 9 0 95 6 . 9 5 956.87 955.85955.13 957 . 0 3 952.48 952 . 5 6 95 2 . 1 5 95 2 . 1 9 95 2 . 3 6 951 95 2 953 950 951 950 951 952 953 950 951 952 95 2 . 1 9 MAT C H 952.0 6 MAT C H 9 5 3 . 1 3 ST-204 R=948.89 ST-206A R=952.50 ST-206 R=952.98 ST-202 R=950.77 ST-201 R=949.29ST-1 R=950.62 OCS-1 R=948.25 ST-101 R=952.83 ST-102 R=951.03 ST-109 R=952.34 ST-107 T/C=953.00 ST-105 T/C=953.53 ST-108 T/C=952.45 ST-104 T/C=951.36 ST-104A R=952.61 FES-101 R=947.51 FES-201 I=945.00 -0.5% -0.5% -1.4 % - 1 . 5 % - 2 . 7 % -2 . 9 % -2 . 4 % -8 . 0 % -7. 4 % -1.4 % - 6 . 4 % 954.16 ST-205 R=950.25 9 5 3 . 2 1 MATCH 9 5 3 . 1 8 MATCH 953.34 MATCH 9 5 2 . 9 5 M A T C H 953.15 MATCH 954.17 M A T C H 955.49 MATCH 956 . 7 8 MAT C H 957.01 M A T C H 95 7 . 6 8 MA T C H 953.54 953.87 953.07 952.52 95 3 . 2 2 ?? ??? ? ?? ??? ? 94 8 . 6 4 E O F 9 4 9 . 4 8 EOF 952.50EOF 953.00 957.20 953 . 5 3 9 5 3 . 7 0 9 5 4 . 1 9 952.92 MATCH 951.53 MATCH 952.46 M A T C H 952.29 MATCH 95 1 . 9 2 MA T C H 952.02 MATCH 952.02 MATCH 951.89 MATCH 952 . 9 8 31908 C4 GRADING PLAN DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 1 0 0 0 P R O J \ 3 1 9 0 0 - 3 1 9 9 9 \ 3 1 9 0 8 C A S S I A V I L L A G E S K I L L E D C A R E F A - A P P L E V A L L E Y M N \ 3 1 9 0 8 P R O D U C T I O N F I L E S \ 3 1 9 0 8 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 1 9 0 8 C 4 G R A D I N G P L A N . D W G S A V E D B Y : DA Y T O N . G O N Y E A SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C4-10 - --/--/-- 24-31908 C4-10 GRADING PLAN 300 31908 C4-10 APPLE VALLEY MINNESOTA GRADING PLAN 0 SCALE IN FEET 30 60 DWG DWG MGC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. SKILLED CARE CENTER CASSIA - APPLE VALLEY VILLAGE 3' CURB TAPER 3' CURB CUT (SEE DETAIL) 3' CURB TAPER 9' CURB TAPER 9' CURB TAPER 9' CURB TAPER 9' CURB TAPER EXISTING CONTOUR (TYP) PROPOSED CONTOUR (TYP) GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB / TOP OF TURNDOWN WALK SPOT ELEVATION SURFACE GRADE / DIRECTION EXISTING SPOT ELEVATION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE. 101 100 101 100 XX X . X X XXX . X X -X.X% XXX X . X X STORM SEWER (TYP) EXISTING 84" STORM SEWER EXISTING DRAINAGE AND UTILITY EASEMENT FFE = 957.81 U U V EXISTING BUILDING FFE = 957.81 147TH S T W G A R R E T A V E N O P A R K I N G N O P A R K I N G 95 0 95 1 95 2 953 9 5 4 951 95 2 953 951 952 953 9 5 3 9 5 4 955 952 953 95 3 953 954 956 9 5 7 951 952 953 954 954 952 126 6 8 2 2 12 X X X X X COURTYARD PROPOSED BUILDING FFE = 953.5 3 INFILTRATION BASIN 100 YR HWL = 948.44 WQL = 945 X X X X X X X SYMBOL QTY DESCRIPTION GROUND COVERS 62,653 SF LAWN SOD LOCAL KENTUCKY BLUEGRASS MIX 5,031 SF MN 33-261 STORMWATER SEED MIX WITH EROSION CONTROL MEASURES 16,427 SF SHREDDED HARDWOOD MULCH 3'' DEPTH MULCH SITE RESTORATION SCHEDULE 31908 C5-LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 1 0 0 0 P R O J \ 3 1 9 0 0 - 3 1 9 9 9 \ 3 1 9 0 8 C A S S I A V I L L A G E S K I L L E D C A R E F A - A P P L E V A L L E Y M N \ 3 1 9 0 8 P R O D U C T I O N F I L E S \ 3 1 9 0 8 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 1 9 0 8 C 5 - L A N D . D W G S A V E D B Y : PA R K E R . W A N G SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C5-10 - --/--/-- 24-31908 C5-10 SITE RESTORATION PLAN 300 31908 C5-10 APPLE VALLEY MINNESOTA SITE RESTORATION PLAN 0 SCALE IN FEET 30 60 DWG DWG MGC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. SKILLED CARE CENTER CASSIA - APPLE VALLEY VILLAGE PROPERTY LINE (TYP) EXISTING DECIDUOUS TREE TO REMAIN (TYP) EXISTING CONIFEROUS TREE TO REMAIN (TYP) CITY LANDSCAPE SUMMARY THE PROPOSED LANDSCAPE MATERIALS SHALL AMOUNT TO MINIMUM 2.5% OF THE TOTAL CONSTRUCTION COST LANDSCAPE EDGING (TYP) WATER FEATURE EXISTING LIGHTING/ SIGNAGE TO REMAIN (TYP) EXISTING TREES TO REMAIN (TYP) EXISTING TREES TO REMAIN (TYP) >> >>>> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >>>>>>>> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >>>>>>>> >> > > >>> > >> >>>>>> I I I I I I I I I I I I I I I I I I I > > > II FFE = 957.81 U U V EXISTING BUILDING FFE = 957.81 147TH S T W G A R R E T A V E N O P A R K I N G N O P A R K I N G 95 0 95 1 95 2 953 9 5 4 951 95 2 953 951 952 953 9 5 3 9 5 4 955 952 953 95 3 953 954 956 9 5 7 951 952 953 954 954 952 126 6 8 2 2 12 X X X X X COURTYARD PROPOSED BUILDING FFE = 953.5 3 INFILTRATION BASIN 100 YR HWL = 948.44 WQL = 945 X X X X X X X (28) SS-S (28) SA-J (20) SJ-L (26) AB-N (1) MS-S (2) SR-J (1) ST-D (1) ST-D (1) ST-D (1) AR-A(1) AR-A(1) ST-D (6) AG-A (1) CO-C(1) CO-C (33) CA-K (33) SN-S (33) SA-J (3) RA-G (4) RA-G (9) RA-G (4) RA-G (8) RA-G (89) SN-S (44) SN-C (5) RA-G (99) IG-B(99) IG-B (89) SN-S (44) SN-C (5) RA-G (26) AB-N (115) FG-E (20) SA-J (19) CA-K (16) RA-G (1) JC-S (1) CA-K (7) CA-K (5) CA-K (17) JC-S (3) RA-G (50) CA-K (29) CA-K (1) ST-D (3) ST-D (3) ST-D (3) QE-N (1) QE-N (2) AS-B (91) FG-E (101) SN-S (101) IG-B (59) SN-S (112) FG-E (70) SN-S (96) IG-B (23) SN-C (1) AG-A (2) SR-J (34) CA-K(37) SS-S (68) SJ-L (69) SA-J (83) IG-B (34) RA-G (56) SJ-L (43) SS-S (19) AM-B (1) AG-A (39) RA-G (47) SN-S (2) AG-A (5) PS-S (5) PS-S (5) PS-S SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE ROOT EVERGREEN TREES PS-S 15 PINUS STROBUS 'STOWE PILLAR' STOWE PILLAR WHITE PINE 12` HT MIN B & B OVERSTORY TREES AR-A 2 ACER RUBRUM `AUTUMN SPIRE` AUTUMN SPIRE MAPLE 5" CAL B & B AS-B 2 ACER SACCHARUM 'BAILSTA' FALL FIESTA® SUGAR MAPLE 5" CAL B & B CO-C 2 CELTIS OCCIDENTALIS COMMON HACKBERRY 5" CAL B & B ST-D 11 GLEDITSIA TRIACANTHOS `DRAVES` STREET KEEPER HONEYLOCUST 5" CAL B & B QE-N 4 QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK 5" CAL B & B UNDERSTORY TREES AG-A 10 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 3" CAL B & B MS-S 1 MALUS X `SPRING SNOW` SPRING SNOW CRABAPPLE 3" CAL B & B SR-J 4 SYRINGA RETICULATA JAPANESE TREE LILAC 3" CAL B & B DECIDUOUS SHRUBS AM-B 19 ARONIA MELANOCARPA BLACK CHOKEBERRY #10 CONT RA-G 130 RHUS AROMATICA `GRO-LOW` GRO-LOW FRAGRANT SUMAC #10 CONT SS-S 108 SORBARIA SORBIFOLIA `SEM` SEM ASH LEAF SPIREA #10 CONT SA-J 150 SPIRAEA ALBIFLORA JAPANESE WHITE SPIREA #10 CONT SJ-L 144 SPIRAEA JAPONICA `LITTLE PRINCESS` LITTLE PRINCESS JAPANESE SPIREA #10 CONT EVERGREEN SHRUBS AB-N 52 ABIES BALSAMEA 'NANA' DWARF BALSAM FIR #7 CONT JC-S 18 JUNIPERUS CHINENSIS `SEA GREEN` SEA GREEN JUNIPER #7 CONT GRASSES CA-K 178 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` FEATHER REED GRASS #3 CONT FG-E 318 FESTUCA GLAUCA `ELIJAH BLUE` BLUE FESCUE #3 CONT PERENNIALS IG-B 478 IRIS GERMANICA `BREAKERS` BREAKERS TALL IRIS #1 CONT SN-S 488 SALVIA NEMOROSA SALVIA NEMOROSA `SENSATION DEEP ROS SENSATION DEEP ROSE IMPROVED SAGE #1 CONT SN-C 111 SALVIA NEMOROSA `CARRADONNA` CARRADONNA SALVIA #1 CONT PLANT SCHEDULE 31908 C5-LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 1 0 0 0 P R O J \ 3 1 9 0 0 - 3 1 9 9 9 \ 3 1 9 0 8 C A S S I A V I L L A G E S K I L L E D C A R E F A - A P P L E V A L L E Y M N \ 3 1 9 0 8 P R O D U C T I O N F I L E S \ 3 1 9 0 8 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 1 9 0 8 C 5 - L A N D . D W G S A V E D B Y : PA R K E R . W A N G SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C5-20 - --/--/-- 24-31908 C5-20 PLANTING PLAN 300 31908 C5-20 APPLE VALLEY MINNESOTA PLANTING PLAN 0 SCALE IN FEET 30 60 DWG DWG MGC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. SKILLED CARE CENTER CASSIA - APPLE VALLEY VILLAGE LANDSCAPE EDGING (TYP) CITY LANDSCAPE SUMMARY THE PROPOSED LANDSCAPE MATERIALS SHALL AMOUNT TO MINIMUM 2.5% OF THE TOTAL CONSTRUCTION COST WATER FEATURE 31908 C5-LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DW G L O C A T I O N : S: \ P R O J E C T S \ 3 1 0 0 0 P R O J \ 3 1 9 0 0 - 3 1 9 9 9 \ 3 1 9 0 8 C A S S I A V I L L A G E S K I L L E D C A R E F A - A P P L E V A L L E Y M N \ 3 1 9 0 8 P R O D U C T I O N F I L E S \ 3 1 9 0 8 C I V I L 3 D \ P R O D U C T I O N D W G S \ 3 1 9 0 8 C 5 - L A N D . D W G S A V E D B Y : PA R K E R . W A N G SHEET NOT VALID UNLESS THIS TEXT IS COLOR. C5-30 - --/--/-- 24-31908 C5-30 LANDSCAPE DETAILS 300 31908 C5-30 APPLE VALLEY MINNESOTA LANDSCAPE DETAILS DWG DWG MGC PR E L I M I N A R Y N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. © 2024 I & S GROUP, INC. SKILLED CARE CENTER CASSIA - APPLE VALLEY VILLAGE LANDSCAPE EDGING NTS UNDISTURBED SUBGRADE LANDSCAPE EDGING SHREDDED HARDWOOD MULCH AMENDED SOIL FINISH GRADE @ LAWN 1/ 2 " LANDSCAPE EDGING: 3/16"x5" WITH 3/16"x1'-4" LENGTH STAKES @ 2'-6" OC MATERIAL: STEEL FINISH:BLACK PAINT 1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE, FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. 3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 4.REFER TO PLANTING DETAILS FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. 5.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 6.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 7.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 8.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. 9.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO ANSI Z60.1. 10.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED BY THE CONTRACTOR FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. 11.ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TO HAVE A STRONG CENTRAL LEADER SHALL BE REJECTED. 12.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO CONSTRUCTION OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 13.PROVIDE SHREDDED HARDWOOD MULCH SURROUNDING ALL PROPOSED TREES (5' Ø) AND WITHIN PLANTING BEDS TO A 3" MINIMUM DEPTH AS SHOWN IN TREE PLANTING DETAIL. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. REFER TO PLANS FOR ADDITIONAL DETAILS. REFER TO STORMWATER DETAILS FOR BASIN CONSTRUCTION AND MULCH APPLICATION. 14.CONTRACTOR SHALL PROVIDE SAMPLE(S) OF MULCH TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 15.INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE CONTRACTOR. 16.ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES. 17.OWNER/ARCHITECT TO CONFIRM SITE FURNISHINGS, SIGNAGE, WASTE RECEPTACLES AND RELATED SITE FEATURES. PLANTING NOTES Opinion of Probable Cost Client Name: Cassia Location: 14650 Garrett Ave., Apple Valley, MN ISG Project Number: 31908 Date: 3/18/25 Cassia - Apple Valley Village Addition Landscape, Plantings + Restoration No. ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL AMOUNT Lawn Sod - Local Kentucky Bluegrass SY 6,960 $5.00 $34,800.00 Overstory Trees (Deciduous) - 4-5" cal. B&B EA 21 $2,500.00 $52,500.00 Ornamental Trees (Deciduous) - 3-4" cal. B&B EA 15 $2,000.00 $30,000.00 Coniferous Trees - 12-14' tall B&B EA 15 $1,800.00 $27,000.00 Stormwater Seed Mix (MN 33-261) w/ EC features SY 559 $2.00 $1,118.00 Shredded Hardwood Mulch - 3'' Depth CY 272 $125.00 $34,000.00 Deciduous Shrubs - #10 Cont. EA 551 $140.00 $77,140.00 Evergreen Shrubs - #7 Cont. EA 70 $120.00 $8,400.00 Grasses - #3 Cont. EA 496 $40.00 $19,840.00 Perennials - #1 Cont. EA 1,077 $25.00 $26,925.00 Stone Benches & Planter Boxes in Courtyard LS 1 $18,000.00 $18,000.00 Water Feature/Fountain in Courtyard LS 1 $20,000.00 $20,000.00 Site Furnishings - Seating, Waste Receptacles, etc. LS 1 $20,000.00 $20,000.00 Site & Wayfinding Signage LS 1 $12,500.00 $12,500.00 Landscape Edging - 5" tall Steel LF 138 $12.00 $1,656.00 Irrigation System LS 1 $25,000.00 $25,000.00 $408,879.00 $81,776.00 $490,655.00 Disclaimer: The Opinion of Probable Cost illustrates the estimated costs to construct for project planning purposes and represents the consultant's best judgment as a design professional as of this time, is non-binding and is intended for informational purposes only. The Consultant does not have control over the cost of labor and materials, or bidding. The Opinion of Probable Cost is based on recent experience and recent bidding data and assumes work to be completed by private contractors and specialists. The unit prices assume 2025 construction and the quantities are estimates only made during the preliminary design phase. Consultant recommends adding an appropriate inflation factor to the total Project Cost to account for inflation each year from date of this estimate. Subtotal 20% Contingency (Design & Construction) TOTAL COST Architecture + Engineering + Environmental + Planning ISGInc.com COURTYARD LINK T O E X I S T I N G PORTE COCHERE PT/OT THERAPY OFFICE DINING ROOMACTIVITY KITCHEN COMMERCIAL KITCHEN ELEV. OFFICE WORK ROOM OFFICE THERAPY STORAGE VESTIBULE FAMILY LOUNGE KITCHEN TLT DELIVERY VESTIBULE STAIR RESIDENT TLTELEV. ELEC/DATA STAFF TLT.HSKP CLEAN LINEN LAUNDRY SOILED UTILITY LIFT STORAGE CHARTING MEDS NURSES STATION SPA OFFICE OFFICERECEPTION MAT ROOM THERAPY TLT. OT KITCHEN STAIR LOUNGE/ DAYROOM BEAUTY/BARBER CONFERENCE CLEAN LINEN LAUNDRY SOILED UTILITY LIFT STORAGE CHARTING MEDS NURSES STATION SPA SC 2 SC 1 SC 1 SC 2 SC 1 SC 1 SC 2 SC 2 SC 1 SC 1 STAIRSC 2SC 1SC 1 SC 3 SC 1 STAIR SC 2 LOUNGE/ DAYROOM SC 1 SC 1 SC 3 SC1 SC 1 SC 2 SC 1 SC 1 SC 2SC 1 SC 1 SC 2 SC 2 SC 1 D E S I G N G R O U P CASSIA - APPLE VALLEY SKILLED CARE | LEVEL 1 - 1/32" = 1' 0" APPLE VALLEY, MN | 02/12/25 | 11773-24112A NORTH PROPOSED FIRST LEVEL AREA TOTAL SF: 34,000 SKILLED CARE UNIT MIX ONE BEDROOM: 28 @ 350-370 SF TWO BEDROOM: 2 @ 660 SF LEGEND ADMINISTRATION CIRCULATION COMMON SPACE PT/OT SKILLED NURSING UNIT SUPPORT COMMUNITY ROOM CHAPLAIN OFFICE AV ACTIVITY KITCHEN DINING ROOMPREP KITCHEN STAIR ELEV. ELEV. STAFF BREAK STAFF TLT. MOTHERS ROOM STAFF OFFICE STAFF TRAINING STAFF LOCKERS COURTYARD BELOW ROOF BELOW ROOF B E L O W PORTE COCHERE ELEC/ DATA HSKP STAFF TLT. CLEAN LINEN LAUNDRY SOILED UTILITY LIFT STORAGE CHARTING MEDS NURSES STATION SPA STAIRRESIDENT TLT SC 2 SC 1 SC 1 SC 2 SC 1 SC 1 SC 3 SC 1 SC 1 SC 2 STAIR LOUNGE/ DAYROOM SC 1 SC 2 SC 2 SC 1 SC 1 SC 1 SC 1 SC 2 SC 2 SC 1 SPA STAIR SC 2 LOUNGE/ DAYROOM SC 1 SC 1 SC 3 SC 1 SC 1 SC 2 SC 1 SC 1 SC 2 CONFERENCE CLEAN LINEN LAUNDRY SOILED UTILITY LIFT STORAGE CHARTING MEDS NURSES STATION D E S I G N G R O U P CASSIA - APPLE VALLEY SKILLED CARE | LEVEL 2 -1/32" = 1' 0" APPLE VALLEY, MN | 02/12/25 | 11773-24112A NORTH PROPOSED SECOND LEVEL AREA TOTAL SF: 29,600 SKILLED CARE UNIT MIX ONE BEDROOM: 28 @ 350-370 SF TWO BEDROOM: 2 @ 660 SF LEGEND ADMINISTRATION CIRCULATION COMMON SPACE SKILLED NURSING UNIT SUPPORT CORRIDORE000CORRIDORN000HALLW002MENW006WOMENW005WOMENW004MENW003POOLW001STORAGES020 CORRIDORS000BUSINESSOFFICESS007KITCHENN009DISHESN012COOLERN011FREEZERN010 CENTRALSTORAGES002 TRAININGROOMS003RECORDSTORAGES001LAUNDRYE004SOILEDLINENE005 BOILERROOME007MAINTENANCEE008BEAUTYBARBERE006STAIR CST-CACTIVITIESN002ELEV EQUIPN001 CLEANLINENE003TOILETE002TOILETE001TOILETN014JANN013STORAGEN006WOMENN008MENN007STAIR BST-B HOUSEKEEPINGN005 MEDSUPPLIESN004 EMPLOYEELOUNGEN003 POOLEQUIPMENTW008 S T O R A G E S 0 0 4 S T A I R A S T - A T O I L E T S 0 0 6 CONFERENCES011OFFICES012 OFFICES013 OFFICES014 STORAGES009OFFICES015OFF I C E S 0 1 6 WORKROOMS008STORAGES001AOFFICES010 LOWER LEVEL LINK (TUNNEL) UNEXCAVATED UNEXCAVATED MECH DATA LAUNDRYELEC STAIR ELEV.CLEAN LINEN SOILED UTILITY OFFICE SUPPLY STORAGE ELEV. STAIR D E S I G N G R O U P CASSIA - APPLE VALLEY SKILLED CARE | LOWER LEVEL - 1/32" = 1' 0" APPLE VALLEY, MN | 02/12/25 | 11773-24112A NORTH PROPOSED LOWER LEVEL AREA TOTAL SF: 9,150 LEGEND CIRCULATION SUPPORT FIRST LEVEL 100'-0" SECOND LEVEL 112'-0" TRUSS BEARING 122'-0" FC-2 FC-1 FC-1 FC-1 FC-2FC-4 FC-4 FC-4 FC-4FC-3 ELEV.= 128'-5" FC-3FC-2 RTURTU FIRST LEVEL 100'-0" SECOND LEVEL 112'-0" TRUSS BEARING 122'-0" FB-1 FC-2 FB-1 FC-2ELEV.= 130'-0"FC-1 FSC-1RTU RTU D E S I G N G R O U P CASSIA - APPLE VALLEY SKILLED CARE | EXTERIOR ELEVATIONS - 1/16" = 1' 0" APPLE VALLEY, MN | 02/12/25 | 11773-24112A NORTH SOUTH FIRST LEVEL 100'-0" SECOND LEVEL 112'-0" TRUSS BEARING 122'-0"FC-2 FC-2 FC-1 FC-2 FC-1 FC-4FB-1 FC-2 ELEV.= 130'-0" FSC-1FC-3 FC-3 FIRST LEVEL 100'-0" SECOND LEVEL 112'-0" TRUSS BEARING 122'-0" FC-4 FC-1 FC-2 FC-1 FC-2 FB-1 FC-2FC-1FSC-1FC-3 FC-3RTURTU FIRST LEVEL 100'-0" D E S I G N G R O U P CASSIA - APPLE VALLEY SKILLED CARE | EXTERIOR ELEVATIONS - 1/16" = 1' 0" APPLE VALLEY, MN | 02/12/25 | 11773-24112A TRASH ENCLOSURE MECHANICAL ENCLOSURE RTURTU EAST WEST TRASH & MECHANICAL ENCLOSURE FIRST LEVEL 100'-0" SECOND LEVEL 112'-0" TRUSS BEARING 122'-0"EXISTING AV1FC-1 FB-1FSC-1 STN-1 FIRST LEVEL 100'-0" SECOND LEVEL 112'-0" TRUSS BEARING 122'-0" EXISTING AV1 FSC-1 FC-1 STN-1 FB-1 FIRST LEVEL 100'-0" SECOND LEVEL 112'-0" TRUSS BEARING 122'-0" STN-1FB-1FC-1 D E S I G N G R O U P CASSIA - APPLE VALLEY SKILLED CARE | EXTERIOR ELEVATIONS - 1/16" = 1' 0" APPLE VALLEY, MN | 02/12/25 | 11773-24112A LINK - NORTH CANOPY ELEVATION LINK - SOUTH D E S I G N G R O U P CASSIA - APPLE VALLEY SKILLED CARE | EXTERIOR MATERIALS APPLE VALLEY, MN | 02/12/25 | 11773-24112A FSC-1: METAL FASCIA FC-1 FC-2 STN - PRECAST SILLS FB-1: ARCHITECTURAL FACE BRICK PRIMARY ENTRY | NORTH FACADE FC-3 FC-4 FIBER CEMENT PANELS CITY OF APPLE VALLEY RESOLUTION NO. 2025-___ A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR APPLE VALLEY VILLAGE EXPANSION AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, institutional, and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of a building permit authorization of the proposed 60-unit skilled nursing facility for transition care (TCU Project) development and associated site plan has been requested by Cassia, on property legally described as Lot 2, Block 1 Apple Valley Commercial 4th Addition, Dakota County, Minnesota; and WHEREAS, the Apple Valley Planning Commission reviewed the development plans and recommended approval at its regular meeting on DATE. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for Lot 2, Block 1 Apple Valley Commercial 4th Addition is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. Construction shall occur in conformance with the site plan dated DATE, including parking lot paving and a non-surmountable concrete curb and gutter. 3. Construction shall occur in conformance with the landscape plans dated DATE (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City’s landscaping requirement at the time of building permit application. 4. Construction shall occur in conformance with the elevation plans dated DATE. 5. Subject to all conditions noted in the City Engineer’s memo dated DATE, on file with the City. 2 6. Subject to all conditions noted in the Building Official’s memo dated DATE, on file with the City. 7. A deed restriction shall be placed on both the TCU Project lot and the Skilled Care Center (“SCC”) lot that requires both lots to be considered enjoined for purposes of site improvements and development. The deed restriction shall stipulate that the lots may not be sold independently to separate owners unless each lot is brought into compliance with the applicable zoning standards in place at the time of contemplated sale. The deed restriction shall be recorded prior to the issuance of a building permit. 8. The Porte Cochere that extends over the loading/unloading area and main entrance must be able to accommodate emergency vehicle heights. 9. The enclosed walkway that connects the TCU Project facility with the existing SCC facility shall have exterior emergency access points. 10. An additional pedestrian walking path shall be installed parallel to the existing shared access driveway to provide additional connectivity to the parking area and Garrett Avenue to the west. 11. Screening any outdoor mechanical pads or waste receptacles shall be achieved through landscaping, fence, decorative screen or a combination thereof, and approved by the City. 12. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 13. Infiltration areas shall be constructed in conformance with the City standards and the property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of infiltration areas. 14. Site and building lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines light to the property and shall be installed in conformance with Section 155.353 of the city code. 15. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the erection of any signs. 3 16. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays during the hours of 8:00 a.m. to 5:00 p.m. 17. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 18. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 19. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 20. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this ___th day of _____, 2025. __________________________________ Clint Hooppaw, Mayor ATTEST: 4 ___________________________________ Christina M. Scipioni, City Clerk CITY OF MEMO Public Works TO: Sydnee Stroeing, Associate Planner FROM: Evan Acosta, Assistant City Engineer DATE: April 11, 2025 SUBJECT: Cassia Expansion Site Plan Review per plans dated 03/19/2025 Sydnee, The following are comments regarding the Cassia Expansion Preliminary Plans dated March 19, 2025. Please include these items as conditions to approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. 5. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 6. A stormwater construction and maintenance agreement will be required in advance of any NRMP permit approval. 7. Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. 8. No trees will be permitted in public easements. 9. A separate Public Improvement project is proposed on 147th Street from Glazier Avenue to Galaxie Avenue and is anticipated to be constructed in 2025 and 2026. Permits 10. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 11. Department of Labor and Industry (DOLI) shall review private utilities. 12. A right of way permit will be required for all work within public easements or right of way. 13. Applicant will be required to obtain a Natural Resources Management Permit (NRMP) which includes submittal of E&SC, Landscape and other Plan Sets. 14. The applicant will be subject to the requirements of the State NPDES Construction Storm water Permit. The applicant must provide proof of permit. Site 15. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 16. Pavement section for public roadways shall match existing roadways and be shown on the plans. 17. Show the location of manholes and gate valves and hydrants on the site plan. 18. Show existing easements on the site/grading and utlity plans. Permanent structures are not allowed in drainage and utility easements or private storm water facilities. 19. Signage Plan and details should be included on site plan (i.e. pedestrian crossing signage, ADA, directional signs, no parking, buffer/storm water signs, no snow storage in storm water basins, etc…) for review 20. The new Driveway Apron shall be per City of Apple Valley standard detail plate STR-5. 21. Show locations of proposed lighting fixtures for parking lots and site. 22. Submit a Storm water Management Checklist. The checklist can be found on the City’s website at https://www.cityofapplevalley.org/DocumentCenter/View/16258/Project- Submittal-Checklist_Fillable Grading & Drainage Plan 23. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 24. Final Grading Plans shall be reviewed and approved by City Engineer. 25. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 26. Label the EOF’s on the grading plan. 27. Provide soil borings in areas of proposed infiltration. • Soil boring log does not show borings being taken at location of proposed infiltration basin. 28. Provide rim elevations for each of the catch basins on the grading plan. Storm Sewer 29. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 30. Storm sewer within right of way and public drainage and utility easement for purposes of connection to public infrastructure shall be reinforced concrete pipe and meet all City standards. 31. Provide infiltration basin detail. Sanitary Sewer and Water main 32. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 33. All water mains located within right of way and public easements for purposes of connection to public infrastructure shall be ductile iron pipe and meet all City standards. 34. Provide gate valves on all water lines going into the buildings including fire suppression lines in accordance with City Detail plate 35. All watermain shall be a min depth of 8.0’. 36. Identify Irrigation service location(s) if applicable per SER-4. 37. Provide additional drawing showing required hydrant coverage for site. 38. Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. Landscape and Natural Resources 39. Applicant should provide detail on snow storage locations. 40. Applicant to establish 4-6 inches of topsoil as part of site grading. 41. Any impacts to existing stormwater management features must mitigate for the impacted treatment volume. 42. The infiltration basin proposed mix 33-361. Native seed mixes have a long establishment period (up to 3-4 years). The applicant may wish to plant plugs or larger plants to accelerate establishment and permit closure. (Building permit can be closed prior to NRMP). 43. According to City code, tree planting plan must follow 15-10-5 diversity rule, meaning tree replacement schedule may not exceed 15% of one family, 10% of one genus, and 5% of one species. 44. Planting of maple species is highly discouraged due to severe overplanting, please consider alternative species. 45. According to City code sections 152.15 and 152.46, a Tree Preservation Component (TPC) plan is required. Please review the relevant City code sections and provide the required information, including but not limited to a complete tree inventory of all significant trees with species, diameter at breast height (DBH), and condition, and required replacement calculations. 46. Please ensure plan set includes tree protection fencing for all trees in or adjacent to construction zone, including trees near parking lot. 47. Please include tree protection fencing and tree planting detail plates in plan set. a City of MEMO Building Inspections TO: Sydnee Stroeing, Associate Planner FROM: George Dorn, Building Official DATE: March 5, 2025 SUBJECT: Cassia Expansion, Northeast corner of 147th St W and Garrett Ave  SAC determination is required from Met Council prior to permit issuance from the city.  Pedestrian walkways and tunnels shall be constructed in accordance with MSBC Section 3104.  If a separate address is being considered for this building on the same property consult with Dakota county, City Planning, and Fire Marshall  Geotechnical Report, Boring Log and Special Inspector Agreement are required prior to permit and soil corrections on site.  Indicate Trash and recycling area calculations, Per MSBC 2020 1303.1500 Subpart 1, recycling space is required in accordance with Table 1-A on plans issued for permit. Please designate this recycling space at the time of permit submittal.  Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, sanitary and storm design.  Architectural, Structural and Civil plans are required to be signed with the permit application.  The domestic and fire suppression water supply is required to be split outside the building with separate shut off valves. Contact our City Engineer for acceptable connections.  The allowable area and building heights will be determined once the code analysis has been completed.  Separate sign permits are required. Signed structural drawings will be required for review with the Building Permit application.  Per MSAC 502.4.4, the access aisles for the accessible areas shall be marked with a designation sign that says “no parking. Review areas under consideration for accessible parking areas.  Accessible parking required will be required per the Minnesota State Accessibility Code Table 1106.1.  Provide energy and lighting compliance calculations at the time of permit submittal. I T E M: 5.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:A pril 16, 2025 S E C T I O N:L and Use / Action I tems Description: K elley P ark I mprovements S taff Contact: S ydnee Stroeing, A ssociate P lanner Department / Division: Community Development Department Applicant: City of Apple Valley P roject Number: P C24-03-Z G F B V Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: Staff finds that the proposed improvements at Kelley Park substantially complies with the requirements of the City's zoning code. As a result, the staff is recommending approval of the project with several suggested motions. Each variance is recommended based on the findings listed under each recommended action. 1. Recommend approv al of v ariances to reduce building setbacks along streets for the bandshell structure from 35' to 20' along Galante L ane, and from 35' to 23' along F ortino Street, based on the following findings: 1. Kelley Park is located within the C entral Village area -- a pedestrian oriented, integrated mixed use development area that includes buildings, structures, and parking facilities with reduced setbacks. C entral Village is included in the zoning district "PD-739" (Planned Development No. 739) which sets out the minimum area requirements that include reduced setbacks. 2. Kelley Park was previously zoned "PD-739", and the property was subject to the reduced setback requirements. T he property was rezoned to "P" (Institutional) to remain consistent with the zoning of other publicly owned C ity Parks. T he "P" zoning district requires increased setbacks in comparison to "PD-739". 3. Kelley Park is surrounded by public streets on all four sides of the property. T he setbacks along streets in the "P" zoning district are increased in comparison to internal property lines. It is not typical for a property to be completely surrounded by public streets. 4. Properties with buildings that are zoned "P D-739" and that are directly adjacent to Kelley Park include building setbacks as close as 10' to Galante Lane and Fortino Street. 5. T he location of the bandshell is best suited for the existing grades of the site, helps to maximize lawn area for events that are held at the park, and is oriented best for sun as related to events. T he location of the bandshell in relationship to the street parking area assists with staging and loading for events. 2. Recommend approv al of a v ariance to reduce building setback along streets for the restroom/pav ilion structure from 35' to 20' along 152nd Street West, based on the following findings: 1. Kelley Park is located within the C entral Village area -- a pedestrian oriented, integrated mixed use development area that includes buildings, structures, and parking facilities with reduced setbacks. C entral Village is included in the zoning district "PD-739" (Planned Development No. 739) which sets out the minimum area requirements that include reduced setbacks. 2. Kelley Park was previously zoned "PD-739", and the property was subject to the reduced setback requirements. T he property was rezoned to "P" (Institutional) to remain consistent with the zoning of other publicly owned C ity Parks. T he "P" zoning district requires increased setbacks in comparison to "PD-739". 3. Kelley Park is surrounded by public streets on all four sides of the property. T he setbacks along streets in the "P" zoning district are increased in comparison to internal property lines. It is not typical for a property to be completely surrounded by public streets. 4. Properties with buildings that are zoned "P D-739" and that are directly adjacent to Kelley Park include building setbacks as close as 10' to 152nd Street West. 5. T he restroom and pavilion structure will replace an existing restroom facility on the property. T he new restroom facility is near the same location as the existing restroom facility at Kelley Park. T he restroom will utilize existing utilities that served the previous restroom. 6. T he location of the restroom/pavilion structure is optimal in relationship to other activities and amenities at Kelley Park. T he structure also blocks active play areas from traffic along 152nd Street West. 3. Recommend approv al of v ariances to reduce parking setbacks along public streets from 20' to 13' along F oliage Av enue, from 20' to 10' along 152nd Street West, and from 20' to 10' along F ortino Street, based on the following findings: 1. Kelley Park is located within the C entral Village area -- a pedestrian oriented, integrated mixed use development area that includes buildings, structures, and parking facilities with reduced setbacks. C entral Village is included in the zoning district "PD-739" (Planned Development No. 739) which sets out the minimum area requirements that include reduced setbacks. 2. Kelley Park was previously zoned "PD-739", and the property was subject to the reduced setback requirements. T he property was rezoned to "P" (Institutional) to remain consistent with the zoning of other publicly owned C ity Parks. T he "P" zoning district requires increased setbacks in comparison to "PD-739". 3. Kelley Park is surrounded by public streets on all four sides of the property. T he parking setbacks along streets in the "P" zoning district are increased in comparison to internal property lines. It is not typical for a property to be completely surrounded by public streets. 4. Properties with parking facilities that are zoned "P D-739" and that are directly adjacent to Kelley Park include setbacks as close as 5' to public streets. 5. T he existing parking facility at Kelley Park does not adequately serve the parking demands, specifically during events held at the park throughout the year. 6. T he expanded parking facility will increase parking stalls and will utilize the existing accesses off of 152nd Street West and Fortino Street -- this is less disturbance than completely removing the existing parking, adding new access spaces, and relocating parking. 4. Recommend approv al of site plan/building permit authorization for the construction of a bandshell structure, restroom and pav ilion structure, and other improv ements at K elley P ark. S UM M ARY: As the C ommission is aware, the citizens of Apple Valley approved a Park Bond Referendum to improve park facilities throughout the C ity. T he Planning C ommission reviewed the site plan/building permit authorization for Redwood Park and will now be considering improvements at Kelley Park. Typically, the Planning C ommission has reviewed any enclosed structure, such as Fire Station No. 2 or the Police Operations Building. T he C ommission has not typically reviewed park amenities such as new pickleball courts, baseball diamonds, or other exterior improvements. However, in cases when a site plan and building permit authorization is required, the Planning C ommission will be asked to provide a recommendation. T he primary review focus for the C ommission will be similar to reviewing commercial projects as they relate to the zoning ordinance. Park amenities are reviewed by the Parks and Recreation Committee. Kelley Park is located at 6855 Fortino Street in C entral Village. T he Parks Department has submitted for a site plan and building permit authorization for the improvements at Kelley Park which includes a 3,650 sq. ft. bandshell, a 460 sq. ft. restroom with an attached pavilion, additional parking, improved stormwater facilities, and other park equipment upgrades. T he proposed locations of the bandshell, restroom/pavilion structure, and expanded parking facility will require setback variances. T he suggested findings for the variances request can be found in the attached draft resolutions. B AC K G RO UND: P rev ious Rev iew of K elley P ark: Previous requests and actions related to Kelley Park improvements have been reviewed by both the Planning C ommission and C ity C ouncil within the last year. T he previous reviews include: Planning C ommission review and recommendation of approval of the rezoning of Kelley Park from "PD-739" (Planned Development No. 739) to "P" (Institutional) (March 20, 2024). City Council approval of the vacation of drainage and utility easements and approval of Kelley Park final plat (J uly 25, 2024). T he next steps for the improvements at Kelley Park include the Planning Commission's review of the variances and site plan/building permit authorization, and the final action of the rezoning, variances, and site plan/building permit authorization by C ity Council. Zoning: T he property is currently zoned "P D-739" and is under consideration to be rezoned to "P". As mentioned above, the Planning C ommission has recommended approval of this rezoning. T he C ity C ouncil will consider this rezoning and site plan/building permit authorization at a later date. T he site plan/building permit authorization is being reviewed based on the proposed rezoning to "P" and related development standards as follows: Setbacks Buildings along collector streets: 40' Buildings along other streets: 35' Parking along public streets: 20' Maximum Building Coverage: 20% Maximum Building Height (w/o C UP): 40' T he proposed plan does not meet the building and parking setback requirements for the "P" zoning district. Variances are being requested as part of the Kelley Park improvements. T he variance requests for this project are discussed below. Site P lan: T he existing park is surrounded street right-of-way on all four sides of the property -- 152nd St W to the north, Foliage Ave to the east, Fortino St to the south, and Galante Ln to the west. T he existing parking lot will be expanded from 38 spaces to 105 spaces. O n-site parking surrounding Kelley Park will decrease from 68 spaces to 65 spaces. T he total parking count for the park will be 170 spaces. A stage with an associated green room, storage room, bathroom, and electrical closet (shown on the plans as "Bandshell") is being proposed in the southwest corner of the existing park. T he existing restroom on the north side of the park will be removed and replaced with a new restroom and pavilion. Upgraded stormwater features will also be incorporated into the park improvements. Additional Park improvements that are shown on the plans include new playground and splash pad equipment. Variance Requests: In order to grant a variance, the Planning C ommission reviews whether there are practical difficulties that prevent the property owner from reasonable use of the property or whether there are reasonable alternatives available. Two building setback variances and a parking setback variance are being requested in connection with the Kelley Park improvements. T he justification of the variances is discussed below. Bandshell Building Setback Variance from Streets: T he bandshell structure is shown to be 23' from the property line along Fortino Street and 20' from the property line along Galante Street. T he building setback requirement for streets in the "P" zoning district is 35'. T he setback variance along streets is requested because the location of the bandshell helps to maximize lawn area for events and is best suited based on the existing grades of the site. Pavilion/Restroom Building Setback from 152nd Street West: T he restroom/pavilion structure is shown to be 20' from the property line along 152nd Street West where the requirement is 35'. T his setback variance along the street is being requested because this location is optimal in relationship to activities on site and blocks active play zones from traffic, as well as being optimal for utilization of existing utilities. Parking Setback Variance from Streets: T he parking stalls abutting Foliage Avenue are shown to be 13' from the property line. T he drive aisles along 152nd Street West and Fortino Street are shown to be 10' from the property lines. T he requirement for parking setbacks along public streets is 20'. T he parking setback variances along streets is requested because the existing parking area is being expanded to better serve parking needs -- this is less disturbance than completely removing the existing parking, adding new access spaces, and relocating parking. Additionally, the current parking condition for Kelley Park does not adequately serve the number of spaces needed, specifically during the summer months with the events that are hosted at the park. Stormwater, Grading, and Utilities: T he improvements to Kelley Park will include upgraded stormwater management facilities. T he park does not have any stormwater mitigation currently. Five infiltration basins are being added to the site. T he stormwater basins will be connected to existing utilities along Fortino Street. T he restrooms will utilize existing utilities connecting from 152nd Street West. T he upgraded splash pad equipment will include an underground storage vault for irrigation reuse. T he grading and utilities plans have been reviewed by the Engineering Department -- all related comments and conditions are included in their memo. Elev ations: T he primary building material of the restroom/pavilion and bandshell buildings include a rock faced C MU. Secondary materials include concrete with a Formliner finish, metal panels along the roof, thermally modified dimensional wood, and prefinished aluminum. Landscaping: C ode requires that 2.5% of the means construction cost of the building be incorporated on-site as landscaping. T he proposed plans show the removal of approximately 80 trees on the site. A total of 90 trees of multiple varieties are proposed to be added to the site. A variety of other shrubs, perennials, grasses, and other plantings are proposed as well. Replacement trees can be counted towards the 2.5% landscape requirement on site. Staff will continue to work with the consultant to ensure that the landscaping requirements are met. B UD G E T I M PAC T: T he project is part of the 2023 Parks Referendum. Budgets and bidding are still being determined and as such elements of this plan are subject to minor changes. AT TAC HM E NT S : L ocation Map Z oning Map Plan S et Plan S et Plan S et Elevations Resolution Resolution Resolution Resolution Memo Memo 153RD ST W FO L I A G E A V E GA L A X I E A V E 151ST ST W 152ND ST W FORTINO ST GABELLA ST GA L A N T E L N FO N T A N A T R L FLORIST CIR FLOWER WAY FROST PATH FR E S C O T E R GA L A X I E A V E ^ ¯Kelley Park Location Map Subject Property 6855 Fortino Street 0 260130 Feet 4 3 2 3 3 4 1 2 3 4 3 RB PD-739 PD-254 PD-716 153RD ST W FO L I A G E A V E GA L A X I E A V E 151ST ST W 152ND ST W FORTINO ST GABELLA ST GA L A N T E L N FO N T A N A T R L FLORIST CIR FLOWER WAY FROST PATH FR E S C O T E R GA L A X I E A V E ^ ¯Kelley Park Zoning Map Subject Property 6855 Fortino Street 0 260130 Feet 152ND ST W GA L A X I E A V E KELLEY PARK 150TH STREET WEST FO L I A G E A V E FL A G S T A F F A V E Fi l e L o c a t i o n : N: \ 2 0 2 3 \ 2 3 4 8 5 _ K e l l e y P a r k A p p l e V a l l e y \ 2 3 4 8 5 _ W O R K I N G \ A U T O C A D \ S H E E T S \ 2 3 4 8 5 G 0 0 1 C o v e r S h e e t / D r a w n b y : X X / C h e c k e d b y : X X KELLEY PARK IMPROVEMENTS CITY OF APPLE VALLEY 6855 FORTINO STREET APPLE VALLEY, MINNESOTA 55124 I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF MINNESOTA. NAME MN REGISTRATION DATE TERRY MINARIK ARCHITECT JLG 710 S 2ND STREET, 8TH FLOOR MINNEAPOLIS, MN 55401 PH: (612) 356-5162 DARRICK MACK AQUATICS REENGINEERED INC. PO BOX 480 MONTICELLO, MN 55362 PH: (612) 414-5703 JEFF HUBER CIVIL WESTWOOD 12701 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 PH: (952) 937-5150 NIC MEYER LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 N THIRD STREET, SUITE 225 MINNEAPOLIS, MN 55401 PH: (612) 333-3702 G001 COVER SHEET G101 TITLE SHEET G102 TYPICAL ASSEMBLIES G111 LIFE SAFETY PLANS G120 MOUNTING HEIGHTS CIVIL ENGINEERING C000 COVER SHEET C100 EXISTING CONDITIONS C101 CIVIL REMOVALS PLAN - WEST C102 CIVIL REMOVALS PLAN - EAST C200 OVERALL CIVIL SITE PLAN C201 CIVIL SITE PLAN - WEST C202 CIVIL SITE PLAN - EAST C300 OVERALL CIVIL GRADING PLAN C301 CIVIL GRADING PLAN - WEST C302 CIVIL GRADING PLAN - EAST C400 OVERALL EROSION CONTROL PLAN C401 EROSION CONTROL PLAN - WEST C402 EROSION CONTROL PLAN - EAST C403 SWPPP NARRATIVE C404 SWPPP NARRATIVE C405 SWPPP NOTES C500 OVERALL CIVIL UTILITY PLAN C501 CIVIL UTILITY PLAN - WEST C502 CIVIL UTILITY PLAN - EAST C600 CIVIL SITE CONSTRUCTION DETAILS C601 CIVIL SITE CONSTRUCTION DETAILS C602 CIVIL SITE CONSTRUCTION DETAILS C603 MNDOT PEDESTRIAN CURB RAMP DETAILS C604 MNDOT PEDESTRIAN CURB RAMP DETAILS C605 MNDOT PEDESTRIAN CURB RAMP DETAILS C606 MNDOT PEDESTRIAN CURB RAMP DETAILS C607 MNDOT PEDESTRIAN CURB RAMP DETAILS C608 MNDOT PEDESTRIAN CURB RAMP DETAILS LANDSCAPE ARCHITECTURE L120 TREE PRESERVATION PLAN L200 OVERALL SITE LAYOUT PLAN L210 SITE LAYOUT ENLARGEMENT PLAN L211 SITE LAYOUT ENLARGEMENT PLAN L212 SITE LAYOUT ENLARGEMENT PLAN L213 SITE LAYOUT - ALTERNATE PLAN L400 OVERALL PLANTING PLAN L410 PLANTING ENLARGEMENT PLAN L411 PLANTING ENLARGEMENT PLAN L412 PLANTING ENLARGEMENT PLAN L413 SHRUB AND PERENNIAL ENLARGEMENT PLAN L414 LANDSCAPE PLAN- ADD-ALTERNATES L415 PLANTING NOTES AND SCHEDULE L450 OVERALL IRRIGATION PLAN L460 IRRIGATION ENLARGEMENT PLAN L461 IRRIGATION ENLARGEMENT PLAN L463 IRRIGATION SCHEDULES L464 IRRIGATION DETAILS L510 SITE DETAILS L511 SITE DETAILS - FURNISHINGS L512 SITE DETAILS L513 SITE DETAILS - ALTERNATE A L514 SITE DETAILS - ALTERNATE B L550 PLANTING DETAILS ARCHITECTURAL A050 SITE PLANS A201 FLOOR PLANS A210 ROOF PLANS A211 ENLARGED PLANS AND INTERIOR ELEVATIONS A220 DOOR SCHEDULES AND GLAZING ELEVATIONS A301 EXTERIOR ELEVATIONS A401 WALL SECTIONS - BANDSHELL A402 WALL SECTIONS - RESTROOM BUILDING A510 DETAILS A511 DETAILS A651 ROOM IDENTIFICATION SIGNAGE A701 REFLECTED CEILING PLANS STRUCTURAL ENGINEERING S000 GENERAL STRUCTURAL NOTES S001 SPECIAL INSPECTIONS S002 STRUCTURAL SCHEDULES S003 SITE PLAN S100 FOUNDATION PLAN S101 FOUNDATION PLAN S200 ROOF FRAMING PLAN S201 ROOF FRAMING PLAN S300 FOUNDATION DETAILS S301 FOUNDATION DETAILS S400 FRAMING DETAILS S401 FRAMING DETAILS S402 FRAMING DETAILS MECHANICAL / PLUMBING PM01 MECHANICAL TITLE SHEET, SYMBOLS, & ABBREVIATIONS PM02 MECHANICAL AND PLUMBING DETAILS PM03 MECHANICAL & PLUMBING SITE PLAN P101 RESTROOM BUILDING PLUMBING PLANS P201 BANDSHELL PLUMBING PLAN P301 WASTE, VENT AND WATER ISOMETRICS P500 PLUMBING DETAILS M101 MECHANICAL PLANS M201 MECHANICAL ROOF PLANS PME1 PLUMBING, MECHANICAL AND ELECTRICAL SCHEDULES ELECTRICAL E000 ELECTRICAL SYMBOLS, ABBREVIATIONS, & SCHEDULES E001 ELECTRICAL SITE PLANS E100 LIGHTING PLANS E200 POWER PLANS E201 ELECTRICAL ROOF PLANS E300 BONDING PLAN E400 ELECTRICAL PANEL SCHEDULES AND RISER DIAGRAM E401 ELECTRICAL PANEL SCHEDULES AQUATICS AQ000 COVER SHEET AQ100 SITE PLAN AQ110 SPLASH PAD PLAN (ZONE 1) AQ111 SPLASH PAD PLAN (ZONE 2) AQ112 SPLASH PAD PLAN (ZONE 3) AQ201 SPLASH PAD DETAILS AQ310 SPLASH PAD PIPING PLAN Sheet No.Sheet Title SHEET INDEX CONFLUENCE PROJECT # 23485 COVER SHEET G001 ISSUED FOR 100% CD SET COPYRIGHT © 2020 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. below.Know what's Call before you dig. VICINITY MAP 42242 03/17/2025 Architect JLG Architects 710 S 2nd Street, 8th Floor Minneapolis, MN 55401 P: 612.746.4260 Contact: Rick Mack Structural Engineer Nelson Rudie & Associates, Inc. 9100 49th Avenue N New Hope, MN 55428 P: 763.367.7600 Contact: Eric Nelson Mechanical Engineer Nelson Rudie & Associates, Inc. 9100 49th Avenue N New Hope, MN 55428 P: 763.367.7600 Contact: Frederic Decourt Electrical Engineer Nelson Rudie & Associates, Inc. 9100 49th Avenue N New Hope, MN 55428 P: 763.367.7600 Contact: Jeff Piehl Aquatics Reengineered Inc. 8621 Edmonson Ave NE Monticello, MN 55362 P: 763.250.1055 Contact: Nick Nowacki A101 1 1 1 1 NAME EL.= ELEVATION (?) NO R T H PL A N SAMPLE ROOM NAME 101 150 SF XX ROOM IDENTIFICATION TAG TY P E ROOM NAME ROOM NUMBER OPENING IDENTIFICATION TAGS DOOR NUMBER CURTAINWALL / STOREFRONT IDENTIFICATION Type Type WINDOW IDENTIFICATION COLUMN/GRID/LEVEL IDENTIFICATION XX.X NEW COLUMN / STRUCTURAL GRID XX.X EXISTING COLUMN / STRUCTURAL GRID ASSEMBLY IDENTIFICATION WALL / FLOOR / ROOF TAG MATERIAL/OBJECT IDENTIFICATION MATERIAL ID TAG REVISION DELTA AND CLOUD REVISION TAG1 ELEVATION DATUM View Name SCALE: 1/8" = 1'-0" 4A x.xx DRAWING IDENTIFICATION SECTION IDENTIFICATION DRAWING NUMBER DRAWING NAME DRAWING SCALE SHEET NUMBER DRAWING NUMBER SHEET NUMBER DIRECTION OF CUT 1 A101 Ref______ DETAIL SECTION IDENTIFICATION DRAWING NUMBER SHEET NUMBER ELEVATION IDENTIFICATION SHEET NUMBER ELEVATION NUMBER NORTH ARROW SHEET KEYNOTES KEYNOTE 1 A101 _____ NO R T H TR U E REVISION CLOUD A4.2S ROOM AREA - CONCRETE; CUT/SURFACE PATTERN - FILL; SEE STRUCTURAL - BRICK; CUT PATTERN - BRICK; SURFACE PATTERN - CMU; CUT PATTERN - CMU; SURFACE PATTERN - BURNISHED CMU; SURFACE PATTERN - GROUT; CUT PATTERN - STONE; CUT PATTERN - ALUMINUM; CUT PATTERN - STEEL; CUT PATTERN - MDF; CUT PATTERN - PLYWOOD; CUT PATTERN - SOLID SURFACE; CUT PATTERN - WOOD; CUT PATTERN - WOOD; SURFACE PATTERN - METAL PANEL; SURFACE - CORRUGATED METAL PANEL; SURFACE - FLUSH METAL PANEL; SURFACE - RIGID INSULATION; CUT PATTERN - TAPERED INSULATION; SURFACE PATTERN - SPANDREL GLAZING; SURFACE PATTERN - GLAZING; SURFACE PATTERN - A.C.T (1); SURFACE PATTERN - A.C.T (2); SURFACE PATTERN - A.C.T (3); SURFACE PATTERN - A.C.T; CUT PATTERN - CARPET TILE; SURFACE PATTERN - ACCENT CARPET TILE; SURFACE PATTERN - INTERIOR GYPSUM; CUT PATTERN - EXTERIOR GYPSUM SHEATHING; CUT PATTERN - TILE; CUT PATTERN - EARTH; CUT PATTERN - PEA ROCK; CUT PATTERN - SAND; CUT PATTERN A. THE RESTROOM BUILDING FLOOR ELEVATION OF 100'-0"NOTED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS EQUALS ELEVATION OF 951.50'NOTED ON CIVIL DRAWINGS. B. THE BANDSHELL STAGE FLOOR ELEVATION OF 104'-0"NOTED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS EQUALS ELEVATION OF 947.60'NOTED ON CIVIL DRAWINGS. C. THE OWNER'S NORMAL OPERATIONS WILL BE CONTINUED DURING CONSTRUCTION. THE CONSTRUCTION SHALL NOT INTERFERE WITH THESE OPERATIONS IN ANY WAY WITHOUT THE OWNER'S EXPRESSED CONSENT. D. IT SHALL BE EACH TRADE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH ALL EXISTING CONDITIONS. EACH CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE DRAWINGS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED THEREBY UNTIL REPORTING THE SAME TO THE ARCHITECT AND THE OWNER'S REPRESENTATIVE FOR CLARIFICATION AND/OR CORRECTION. E. DIMENSIONS FOLLOWED BY +/- SHALL BE REVIEWED AND ALL NECESSARY ADJUSTMENTS MADE PRIOR TO FABRICATION AND/OR INSTALLATION OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. F. ALL EXISTING CONSTRUCTION AND SURFACES WHICH ARE TO REMAIN BUT ARE AFFECTED BY THE WORK UNDER THIS CONTRACT SHALL BE RESTORED AND REFINISHED TO MATCH THE CONSTRUCTION, FINISH AND ALIGNMENT OF THE EXISTING ADJACENT CONSTRUCTION AND FINISHES. G. VERIFY QUANTITY, SIZE AND LOCATION OF ALL FLOOR, ROOF AND WALL OPENINGS FOR MECHANICAL AND ELECTRICAL WORK WITH THE APPROPRIATE TRADE. PROVIDE ALL OPENINGS SHOWN OR REQUIRED FOR COMPLETION OF WORK. H. COORDINATE SIZE AND LOCATION OF ALL ACCESS PANELS WITH APPROPRIATE TRADES. COORDINATE SIZE & LOCATION OF ALL HOUSE-KEEPING PADS AND/OR EQUIPMENT SUPPORTS WITH APPROPRIATE EQUIPMENT MANUFACTURER. I. PROVIDE POSITIVE SLOPE TO ALL FLOOR DRAINS WHILE KEEPING FLOOR LEVEL AT WALL BASE CONDITION. PROVIDE FIRE WATCH DURING FIELD CUTTING AND WELDING OPERATIONS, MEETING OWNER'S REQUIREMENTS. J. PROVIDE FIRE RETARDANT WOOD BLOCKING AND/OR 18 GA METAL PLATES BETWEEN STUDS AT ALL LOCATIONS REQUIRING BLOCKING IN WALL. THESE LOCATIONS INCLUDE BUT ARE NOT LIMITED TO GRAB BARS, CRASH RAILS, CABINETS, WALL HUNG SHELVES, ARTWORK, ETC. K. THE EXTENT OF HATCHING ON DRAWINGS IS ONLY SUFFICIENT TO INDICATE THE NATURE OF THE CONSTRUCTION OR MATERIALS. TERMINATION OF THE HATCHING SHALL NOT BE CONSTRUED TO REPRESENT A CHANGE OR TERMINATION OF MATERIAL. L. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES IN WORK AREAS PRIOR TO PROCEEDING WITH CONSTRUCTION. ALL DISCREPANCIES SHALL BE DOCUMENTED AND FORWARDED TO ARCHITECT AND OWNER'S REPRESENTATIVE FOR ACTION. M. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE FIELD CONDITIONS AND PROVIDE AS NEEDED TEMPORARY SUPPORTS, SHORING AND/OR PROTECTION OF EXISTING STRUCTURES AND UNDERGROUND UTILITIES DURING EXECUTION OF WORK. N. ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE LOCAL AND STATE CODES. O. RELEVANT DIMENSIONS AND ELEVATIONS FOR EQUIPMENT INSTALLATIONS SHALL BE VERIFIED AGAINST MANUFACTURER'S CERTIFIED EQUIPMENT DRAWINGS. P. CONTRACTOR SHALL PROVIDE TEMPORARY DUST PROOF PARTITIONS AS REQUIRED, OR WHERE REQUESTED BY OWNER'S REPRESENTATIVE. PARTITIONS SHALL BE FIRE RATED WHERE REQUIRED BY CODE HAVING JURISDICTION. ALL TEMPORARY PARTITIONS SHALL BE CONSTRUCTED IN A MANNER AND OF MATERIALS OFFERING ADEQUATE PROTECTION TO OWNER'S EQUIPMENT AND PERSONNEL. Q. DO NOT SCALE DRAWINGS TO DETERMINE SIZES AND DIMENSIONS. USE FIGURED DIMENSIONS ONLY. DIMENSIONS ARE TO FINISHED FACE OF WALLS UNLESS OTHERWISE NOTED. ALL PERIMETER DIMENSIONS ARE FROM FACE OF PERIMETER WALLS. ALL DIMENSIONS TO EXISTING WALL ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. R. ALL PENETRATIONS TO FLOORS, CEILINGS AND WALLS SHALL BE SEALED AND FIRE STOPPED TO A FIRE RATING EQUAL TO THE CONSTRUCTION BEING PENETRATED. S. NEW WORK SHALL ALIGN WITH AND MATCH EXISTING WORK UNLESS NOTED OTHERWISE. KELLEY PARK 6855 FORTINO ST APPLE VALLEY, MN 55124 LIST OF ABBREVIATIONS CODE LIST OF ABBREVIATIONS DESCRIPTION A/E ARCHITECT/ENGINEER AC ALTERNATING CURRENT ACI AMERICAN CONCRETE INSTITUTE ACM ASBESTOS CONTAINING MATERIAL ACT ACOUSTICAL CEILING TILE ADA AMERICANS W/DISABILITIES ACT AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARCH ARCHITECT ASI ARCHITECTURAL SUPPLEMENTAL INSTRUCTION AWI AMERICAN WOODWORKING INSTITUTE BD BOARD BLDG BUILDING BM BEAM BOT BOTTOM BRG BEARING BTU BRITISH THERMAL UNITS BUR BUILT UP ROOFING CAB CABINET CB CATCH BASIN CG CORNER GUARD CI CAST IRON CIP CAST IN PLACE CJ CONTROL JOINT CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT CONC CONCRETE CPT CARPET CSMT CASEMENT CSWK CASEWORK CT CERAMIC TILE CUH CABINET UNIT HEATER CWT CERAMIC WALL TILE DEMO DEMOLITION DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIST DISTANCE DOC DOCUMENT DR DOOR DTL DETAIL DW DISHWASHER DWG DRAWING EA EACH EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRIC ELEV ELEVATOR/ELEVATION EP EPOXY PAINT EQ EQUAL EQUP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FFE FURNITURE, FIXTURE, AND EQUIPMENT FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR FND FOUNDATION FTG FOOTING FWC FABRIC WALL COVERING Project Number Date Issue A B C D 16 2345 www.jlgarchitects.com 710 South 2nd Street, 8th Floor Minneapolis, MN 55401 phone: (612) 746-4260 ARCHITECT 16 2345 LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 COPYRIGHT © 2024 BY CONFLUENCE JLG ARCHITECTS AP P L E V A L L E Y , M N 3/ 1 7 / 2 0 2 5 4 : 2 1 : 4 7 P M G101 24327 03-17-25 KE L L E Y P A R K 68 5 5 F O R T I N O S T R E E T copyright © 2025 TITLE SHEET CI T Y O F A P P L E V A L L E Y 100% CD SET PROJECT SPEC ID LIST SPEC ID SPEC. SECTION & DESCRIPTION ACS-1 10 2800 - ADULT CHANGING STATION AED-1 10 4300 - AUTOMATED EXTERNAL DEFIBRILLATOR AND CABINET ALSTOR-1 08 4313 - ALUMINUM STORE FRONT BCS-1 10 2800 - BABY CHANGING STATION; POLYETHYLENE CFIN-5 03 3000 - CAST IN PLACE CONCRETE FORMLINER FINISH CMU-1 04 2000 - STANDARD GREY CMU FBRKT-1 10 4400 - FIRE EXTINGUISHER BRACKET FRP-1 06 8316 - FIBERGLASS REINFORCED PANEL - PEBBLED FRP-2 06 8316 - FIBERGLASS REINFORCED PANEL - SMOOTH GB-18 10 2800 - GRAB BAR; 18 INCHES GB-36 10 2800 - GRAB BAR; 36 INCHES GB-42 10 2800 - GRAB BAR; 42 INCHES GYP BD-6 09 2116 - 5/8" TYPE X MOLD-RESISTANT GYPSUM BOARD GYP SHTG-2 09 2116 - 5/8" GLASS MAT FACED GYPSUM SHEATHING INSUL GL-1 08 8000 - CLEAR INSULATED GLAZING INSUL-42 07 2100 - POLYISOCYANURATE NAIL BASE BONDED TO OSB LOUVER-1 08 9100 - 24"X24" LOUVER LOUVER-2 08 9100 - 18"X12" LOUVER LOUVER-3 08 9100 - 36"X12" LOUVER MET STUD-1 05 4000 - STRUCTURAL STEEL STUDS MET STUD-2 09 2116 - NON-LOADBEARING METAL STUDS, 20 GA. MIR-50 10 2800 - MIRROR; FRAMELESS MIR-VR 10 2800 - MIRROR; VANDAL RESISTANT MTL PNL-10 07 4113 - METAL ROOF PANEL, NOT INSULATED. MTL PNL-20 07 4213 - METAL WALL PANEL, SINGLE THICKNESS, NOT INSULATED ND-1 10 2800 - SANITARY NAPKIN DISPOSAL PT-1 09 9123 - PAINT PT-2 09 9123 - PAINT PTD-2 10 2800 - PAPER TOWEL DISPENSER; ROLL TYPE RMU-10 04 2000 - ROCK FACED CMU, INTEGRALLY COLORED SEALANT-1 07 9200 - JOINT SEALANT OR CAULKING WITH OR WITHOUT BACKER ROD SIDING-60 07 4623 - THERMALLY MODIFIED DIMENSIONAL WOOD SIGN-1 10 1400 - EXTERIOR SIGNAGE OR INTERIOR SIGN SMF-2 07 6200 - PREFINISHED ALUMINUM SP-1 10 2800 - SOAP DISPENSER; WALL MOUNT ST-1 09 9300 - STAIN TP-2 10 2800 - TOILET PAPER DISPENSER; DOUBLE ROLL UNDERLAY-2M 07 4113 - EAVE PROTECTION MEMBRANE (METAL ROOFS) VPR RET-4 03 3000 - 15 MIL UNDERSLAB VAPOR RETARDER WD BLKG 06 1000 - WOOD BLOCKING WD SHTG-30 06 1000 - 1/2" SHEATHING WD SHTG-32 06 1000 - 3/4" SHEATHING DESIGN TEAMSYMBOLS LEGEND MATERIAL MATRIX PROJECT GENERAL NOTES PROJECT VICINITY MAP LIST OF ABBREVIATIONS CODE LIST OF ABBREVIATIONS DESCRIPTION GALV GALVANIZED GC GENERAL CONTRACTOR GEN GENERAL GL GLASS OR GLAZING GWB GYPSUM WALL BOARD HB HOSE BIB HCP HANDICAP HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HORZ HORIZONTAL HT HEIGHT IBC INTERNATIONAL BUILDING CODE INSUL INSULATION JAN JANITOR LAM LAMINATE LAV LAVATORY MAS MASONRY MB MARKERBOARD MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MH MANHOLE ML MATCHLINE MTL METAL MTL STD METAL STUD NC NON COMBUSTIBLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OH OVERHEAD OSB ORIENTED STRAND BOARD PB PARTICLE BOARD PC PRECAST PLAM PLASTIC LAMINATE PLAST PLASTER PLYWD PLYWOOD PREV PREVIOUS PT PAINT PTD PAPER TOWEL DISPENSER RAD RADIUS REINF REINFORCEMENT REQ'D REQUIRED REV REVERSE RM ROOM RO ROUGH OPENING RTU ROOF TOP UNIT SD SMOKE DETECTOR SECT SECTION SHT SHEET SIM SIMILAR SPD SOAP DISPENSER SPEC SPECIFICATIONS SQ SQUARE SUSP SUSPEND TC THIN COAT TEMP TEMPORARY/TEMPERATURE TO TOP OF TP TOILET PARTITIONS TPD TOILET PAPER DISPENSER TRTD TREATED TS TRANSITION STRIP TYP TYPICAL UL UNDERWRITERS LABORATORIES UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE W/ WITH WD WOOD WDW WINDOW INDEX OF DRAWINGS NUMBER NAME GENERAL G101 TITLE SHEET G102 TYPICAL ASSEMBLIES G111 LIFE SAFETY PLANS G120 MOUNTING HEIGHTS ARCHITECTURAL A050 SITE PLANS A201 FLOOR PLANS A210 ROOF PLANS A211 ENLARGED PLANS AND INTERIOR ELEVATIONS A220 DOOR SCHEDULE AND GLAZING ELEVATIONS A301 EXTERIOR ELEVATIONS A401 WALL SECTIONS - BANDSHELL A402 WALL SECTIONS - RESTROOM BUILDING A510 DETAILS A511 DETAILS A651 ROOM IDENTIFICATION SIGNAGE A701 REFLECTED CEILING PLANS REVISION SCHEDULE NO. DESCRIPTION DATE I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I AM A D U L Y L I C E N S E D A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F M I N N E S O T A TH O M A S J A M E S B E T T I R E G . N O . D A T E 44 8 9 7 02 / 0 7 / 2 0 2 3 3/ 1 7 / 2 0 2 5 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom Xref ..\XREFS\Z-23485 ARCH RESTROOM.dwg SHEET INDEX 100% CONSTRUCTION DOCUMENTS KELLEY PARK CITY OF APPLE VALLEY PREPARED FOR: CITY OF APPLE VALLEY DAKOTA COUNTY APPLE VALLEY, MN 55124 CONTACT: ERIC CARLSON, PARKS & RECREATION DIRECTOR PHONE: 952-953-2310 EMAIL: ERIC.CARLSON@APPLEVALLEYMN.GOV SITE Vicinity Map (NOT TO SCALE) SHEETSREVISIONDATENO. ######## ######## ######## ######## ######## ######## ######## ######## ######## ######## FOR FOR SITE IMPROVEMENTS PREPARED BY: PROJECT NUMBER: 0058353 CONTACT: NIC MEYER Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free  DD DOCUMENTS KELLEY PARK CITY OF APPLE VALLEY FOR FOR SITE IMPROVEMENTS INITIAL SUBMITTAL DATE: 12/06/24 SHEET: C.000 OF 06 Fi l e L o c a t i o n : N: \ 0 0 5 8 3 5 3 . 0 0 \ d w g \ C i v i l \ 0 0 5 8 3 5 3 . 0 0 C - C V - 0 1 / S A V E D A T E : 3/ 1 7 / 2 0 2 5 5 : 2 8 P M B Y : ea c z e c k / P L O T D A T E : 3/ 1 8 / 2 0 2 5 8 : 4 1 A M B Y : Ni c M e y e r No.Date Description Revision Schedule Project Number Issue Date COPYRIGHT © 2025 BY CONFLUENCE M C Y K TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T ' S O R I G I N A L P A G E S I Z E TH E S Q U A R E S A B O V E A R E C O L O R , WI T H B L A C K A N D W H I T E L E T T E R S , IF P R I N T E D C O R R E C T L Y 1 2 3 4 A B C D LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 23485 Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   CIVIL ENGINEER No.Date Description Revision Schedule 100% CD SET 03-17-2025 KE L L E Y P A R K I M P R O V E M E N T S CI T Y O F A P P L E V A L L E Y 68 5 5 F O R T I N O S T R E E T AP P L E V A L L E Y , M N 4279703/17/2025 SHARI LYNN S. AHRENS DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Sheet List Table SHEET NUMBER SHEET TITLE C.000 Cover C.100 Exisitng Conditions C.101 Civil Removals Plan - West C.102 Civil Removals Plan - East C.200 Overall Civil Site Plan C.201 Civil Site Plan - West C.202 Civil Site Plan - East C.300 Overall Civil Grading Plan C.301 Civil Grading Plan - West C.302 Civil Grading Plan - East C.400 Overall Erosion Control Plan C.401 Erosion Control Plan - West C.402 Erosion Control Plan - East C.403 SWPPP Narrative C.404 SWPPP Notes C.405 SWPPP Notes C.500 Overall Civil Utility Plan C.501 Civil Utility Plan - West C.502 Civil Utility Plan - East C.600 Civil Site Construction Details C.601 Civil Site Construction Details C.602 Civil Site Construction Details C.603 MNDOT Pedestrian Curb Ramp Details C.604 MNDOT Pedestrian Curb Ramp Details C.605 MNDOT Pedestrian Curb Ramp Details C.606 MNDOT Pedestrian Curb Ramp Details C.607 MNDOT Pedestrian Curb Ramp Details C.608 MNDOT Pedestrian Curb Ramp Details SHEET C.000 COVER > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >> > > llllllllllllllllllllllllllllllll l l l > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l > > l l l l l l l l l l l l l l l l l l l > l l l l l l l >>>>>> >>>>>>>>>> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >> >> >> > > >>>>>> >> l l l l >> >> >>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>> l l >> >> >> >> >> >> >> >> >> >> >> >> > > >> >> >> M M HCOCO P P P PPPPPP P P PPPPPP P P P P P P P C C P TRASH TRASH TRASHTRASH M TRASH TRASH TRASH CH P E E E E EE E E E E E E E E E C F F F F F F F F F F F C C C C C C C C C E E E E E E E E E E E E E E E E E E E E E EEE E E E E E E E E E E E E E G G G GGGG F F F F >> >> >> >> >>>>>> >>D S D D D S D S D D S SSS S S D S SPLASH PAD BATHROOMS PERFORMANCE STAGE PLAYGROUND ELECTRIC BOX PARK SHELTER STAIRS WITH HANDRAILS RAMP GATHERING CIRCLE CLOCK TOWER LIMESTONE BLOCKS LINED PLANTING BED PARK SIGNAGE BENCHES AND TRASH CANS SWINGING CHAIR Fi l e L o c a t i o n : N: \ 0 0 5 8 3 5 3 . 0 0 \ d w g \ C i v i l \ 0 0 5 8 3 5 3 . 0 0 C - E R - 0 1 / S A V E D A T E : 3/ 1 7 / 2 0 2 5 4 : 2 7 P M B Y : Re R Y E / P L O T D A T E : 3/ 1 8 / 2 0 2 5 8 : 4 1 A M B Y : Ni c M e y e r No.Date Description Revision Schedule Project Number Issue Date COPYRIGHT © 2025 BY CONFLUENCE M C Y K TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T ' S O R I G I N A L P A G E S I Z E TH E S Q U A R E S A B O V E A R E C O L O R , WI T H B L A C K A N D W H I T E L E T T E R S , IF P R I N T E D C O R R E C T L Y 1 2 3 4 A B C D LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 23485 Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   CIVIL ENGINEER No.Date Description Revision Schedule 100% CD SET 03-17-2025 KE L L E Y P A R K I M P R O V E M E N T S CI T Y O F A P P L E V A L L E Y 68 5 5 F O R T I N O S T R E E T AP P L E V A L L E Y , M N 4279703/17/2025 SHARI LYNN S. AHRENS DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ... 0'50'100'150' 1" = 50' Common Ground Alliance Call 48 Hours before digging: 811 or call811.com SHEET C.100 EXISITNG CONDITIONS LEGEND POST INDICATOR VALVE FLARED END SECTION SANITARY MANHOLE BEEHIVE CATCH BASIN CATCH BASIN ELECTRIC MANHOLE SEWER CLEANOUT POWER POLE ELECTRIC BOX ELECTRIC METER SIGN CABLE TV BOX NATURAL GAS METER STREET LIGHT MAIL BOX STEEL/WOOD POST POWER OVERHEAD TELEPHONE UNDERGROUND TELEPHONE OVERHEAD POWER UNDERGROUND WATERMAIN FIBER OPTIC SANITARY SEWER STORM SEWER GATE VALVE WATER MANHOLE GAS LINE CABLE TELEVISION LINE WELL CURB STOP BOX HYDRANT WATER METER HAND HOLE/JUNCTION BOX STORM MANHOLE TELEPHONE BOX TELEPHONE MANHOLE NATURAL GAS VALVE FIRE DEPARTMENT CONNECTION FENCE LINE CONTROLLED ACCESS CURB & GUTTER CONCRETE SURFACE BITUMINOUS SURFACE FOUND MONUMENT (SEE LABEL) FLAG POLE CTV GAS POH PUG SAN TOH TUG WAT FO ∆ S CO ST W CS W W E E E T T TV G G MAIL X HH EASEMENT LINE SECTION LINE LOT LINE BOUNDARY LINE RIGHT-OF-WAY LINE CAST IRON MONUMENT (SEE LABEL) MISCELLANEOUS PEDESTAL MISCELLANEOUS METER FIBER OPTIC PEDESTAL CABLE TV MANHOLE FIBER OPTIC MANHOLE FARM HYDRANT UNKNOWN MANHOLE DOUBLE DETECTOR CHECK VALVE SEPTIC COVER MH SEP M M FO FO TV SET MONUMENT (SEE LABEL) INDEX CONTOUR INTERVAL CONTOUR982 980 152ND ST W FORTINO ST FO L I A G E A V E . GA L A N T E L N >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > >>> > > > > lllllllllllllllllllllllllllllllllllll l l l l l > > > > > l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l > > > l l l > > l l l l l l l l l l >> >> >>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >> >> >> >> >> l l l l l ll l >>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> l M HCOCO P P P PPPPPP P P P PPPPP P P P P P P P TRASH TRASH TRASHTRASH TRASH TRASH TRASH CH P E E E E E E E E EE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G GGGGGG F F F F F F F >> >> >> >> >> >> >> >> >>>>>>>>>> >> >> D D SSS S S D S \ \\\\\\\\\ \ \\\\\\\\\\ \ \\\\\\\\\ \ \\\\\\\\\\ \ \\\\\ \ \\\\\ \ \\\\\ \ \\\\\ \ \\\\\ \ \\\\\ \ \\\\\ \ \\\\\ \\\\\ \ \\\\\\\\\\\ \ \\\\\\ \\\\\\ \ \\\\\\\\\\\ \ \\\\\\ \ \\ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \\ X X XXXX X XX XX X X X X XX XX X X XX X X X X X X X X XXX X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X ** **** ** **** * * ** ** * **** ** * * * * * ************* **** ** ** * * * ******* * ** *** * * X \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ * * \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\ \ \ \ \ \ \ \\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ * ** *REMOVE SIDEWALK/TRAIL SEE TREE PRESERVATION PLAN FOR ACTUAL TREE REMOVALS. TREE REMOVALS ARE ESTIMATED BASED ON CIVIL WORK LIMITS ON THIS PLAN SHEET. ALL WATER AND SANITARY SEWER TO BE DISCONNECTED AND ABANDONED AT MAIN. SPECIFIC TRENCH SIZE MAY VARY PER LOCATION BASED ON BUILT CONDITIONS REMOVE PLAYGROUND AND ALL ASSOCIATED EQUIPMENT AND ENCLOSURE REMOVE SHELTER, DECK AND ALL ASSOCIATED FEATURES REMOVE SPLASH PAD AND ALL ASSOCIATED EQUIPMENT & LIGHTING PREFABRICATED RESTROOM TO BE DISCONNECTED AND SALVAGED. CONTRACTOR TO DELIVER APPLE VALLEY MAINTENANCE FACILITY REMOVE GAZEBO AND ALL ASSOCIATED FEATURES REMOVE PARK SIGNAGE REMOVE ACCESS APRONS REMOVE AND STORE CLOCK TOWER FOR REUSE ON SITE STORM TO BE REMOVED TO STRUCTURE. STRUCTURE TO REMAIN \\\\ \ \ \ \\\ \ \ REMOVE AND STORE ALL LIMESTONE BLOCKS FOR REUSE ON SITE REMOVE SIDEWALK/TRAIL STORM TO BE DISCONNECTED AND ABANDONED AT MAIN. SPECIFIC TRENCH SIZE MAY VARY PER LOCATION BASED ON BUILT CONDITIONS 152ND ST W FORTINO S T GA L A N T E S T 153RD ST W \ \ \ \\\ \\ \ \ \ \\ \ \\\\\\\\ \ \\\ \ \ \ \ \\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \ \\\\\\\\\\\\ \\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ REPLACE CASTING WITH MANHOLE COVER ALL WATER AND SANITARY SEWER TO BE DISCONNECTED AND ABANDONED AT MAIN. SPECIFIC TRENCH SIZE MAY VARY PER LOCATION BASED ON BUILT CONDITIONS SAW CUT BITUMINOUS AND CURB FOR ALL NEW STREET PARALLEL PARKING CONFIGURATION AND UTILITY IMPROVEMENTS. X REMOVE AND RELOCATE CATCH BASIN FOR NEW PARKING LAYOUT X \ \ \ SAW CUT BITUMINOUS AND CURB FOR ALL NEW STREET PARALLEL PARKING CONFIGURATION AND UTILITY IMPROVEMENTS. CITY TO MILL AND REPLACE BITUMINOUS PAVEMENT OF STREET AFTER CONSTRUCTION. CITY TO PROVIDE ALL STRIPING AND SIGNAGE. X REMOVE COLORED CONCRETE IN BOULEVARDS Fi l e L o c a t i o n : N: \ 0 0 5 8 3 5 3 . 0 0 \ d w g \ C i v i l \ 0 0 5 8 3 5 3 . 0 0 C - E R - 0 1 / S A V E D A T E : 3/ 1 7 / 2 0 2 5 4 : 2 7 P M B Y : Re R Y E / P L O T D A T E : 3/ 1 8 / 2 0 2 5 8 : 4 1 A M B Y : Ni c M e y e r No.Date Description Revision Schedule Project Number Issue Date COPYRIGHT © 2025 BY CONFLUENCE M C Y K TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T ' S O R I G I N A L P A G E S I Z E TH E S Q U A R E S A B O V E A R E C O L O R , WI T H B L A C K A N D W H I T E L E T T E R S , IF P R I N T E D C O R R E C T L Y 1 2 3 4 A B C D LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 23485 Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   CIVIL ENGINEER No.Date Description Revision Schedule 100% CD SET 03-17-2025 KE L L E Y P A R K I M P R O V E M E N T S CI T Y O F A P P L E V A L L E Y 68 5 5 F O R T I N O S T R E E T AP P L E V A L L E Y , M N 4279703/17/2025 SHARI LYNN S. AHRENS DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ... 0'30'60'90' 1" = 30' Common Ground Alliance Call 48 Hours before digging: 811 or call811.com \\\\\\ SAN WAT EXISTING PROPOSED SAN WAT WAT WAT GAS GAS PUG PUG TUG TUG POH POH TOH TOH FO FO CTV CTV X X EXISTING REMOVALS \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ REMOVAL LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. REMOVAL NOTES S S X *X X X PROPERTY LINE CURB & GUTTER SAW CUT PAVEMENT SANITARY SEWER WATER MAIN STORM SEWER CONCRETE BITUMINOUS BUILDING TREE LIGHT POLE TRAFFIC SIGN HYDRANT GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION RETAINING WALL FENCE SHEET C.101 CIVIL REMOVALS PLAN - WEST >> >> >> > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>> lllllllllllllllllllllllllllllll l > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > >>>>>>>>>>>> >> >> >> >>>>>>>> >> >> >> >> >> >> > > >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > >>>>>>>>>>>> > > >> >> l l ll l >> >> >> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>> l l l l l > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> > > > >> >> >> >>>> M M HCOCO P P P PPPPPP P P PPPPPP P P P P P P P C C P TRASH TRASH TRASHTRASH M TRASH TRASH C P E E E E E E E E EE E E E E E E E E E E E E E E E E E E E E E C C F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G GGGG F F F F F >> >> >> >> >>>>>>>>>> >> >> D S D D D S D S D D S S S D\ \ \\\\\ \ \\\\\ \ \\\\\ \ \\\\\ \ \\\\\ \ \\\\\ \ \\\\\ \ \\\\\ \\\\\ \ \\\\\\\\\\\ \ \\\\\\ \\\\\\ \ \\\\\\\\\\\ \ \\\\\\ \ \\ \ \ \\ \ \ \ \ \ \\ \ \ \ \ \\ X X XXXX X X X XX XX X X X X XX XX X X X X X X X X X X X X X X X X X X X X* **** * ** * * ** ** * ***** * * * ************* **** ** ** * * * * ******* * ** *** * *X X X \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ * * \\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\ * \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ** * * ALL WATER AND SANITARY SEWER TO BE DISCONNECTED AND ABANDONED AT MAIN. SPECIFIC TRENCH SIZE MAY VARY PER LOCATION BASED ON BUILT CONDITIONS REMOVE PLAYGROUND AND ALL ASSOCIATED EQUIPMENT AND ENCLOSURE REMOVE SHELTER, DECK AND ALL ASSOCIATED FEATURES REMOVE GAZEBO AND ALL ASSOCIATED FEATURES REMOVE PARK SIGNAGE COORDINATE RELOCATION OR REMOVAL SMALL UTILITIES WITH SMALL UTILITIES COMPANY COORDINATE RELOCATION OR REMOVAL SMALL UTILITIES WITH SMALL UTILITIES COMPANY ALL LIMESTONE BOULDER OUTCROPPINGS TO BE SALVAGED AND STORED ON SITE FOR INCORPORATION INTO NEW PARK REMOVE AND STORE CLOCK TOWER FOR REUSE ON SITE STORM TO BE REMOVED TO STRUCTURE. STRUCTURE TO REMAIN \\\\ \ \ \ \\\ \ \ REMOVE AND STORE ALL LIMESTONE BLOCKS FOR REUSE ON SITE REMOVE SIDEWALK/TRAIL REMOVE PAVEMENTS AND CURB ON ALL PARKING LOTS AND DRIVE AISLES STORM UTILITIES TO REMAIN 152ND ST W FORTINO S T FO L I A G E A V E . \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \\\ \ \ \ \ \\\ \ \\\\\\\\\\\\ \ \\ \ \ \ \\\\\\ \\\\\ \ \\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\ \ \\\\\\\\\\\\\\ \ \ \ \\\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ALL WATER AND SANITARY SEWER TO BE DISCONNECTED AND ABANDONED AT MAIN. SPECIFIC TRENCH SIZE MAY VARY PER LOCATION BASED ON BUILT CONDITIONS ALL WATER AND SANITARY SEWER TO BE DISCONNECTED AND ABANDONED AT MAIN. SPECIFIC TRENCH SIZE MAY VARY PER LOCATION BASED ON BUILT CONDITIONS REMOVAL LIMITS. NO DISTURBANCE ALONG FOLIAGE AVE. REMOVAL LIMITS. NO DISTURBANCE ALONG FOLIAGE AVE. BITUMINOUS TRAIL TO REMAIN SAW CUT BITUMINOUS AND CURB FOR ALL NEW STREET PARALLEL PARKING CONFIGURATION AND UTILITY IMPROVEMENTS. CITY TO MILL AND REPLACE BITUMINOUS PAVEMENT OF STREET AFTER CONSTRUCTION. CITY TO PROVIDE ALL STRIPING AND SIGNAGE. X REMOVE COLORED CONCRETE IN BOULEVARDS PEDESTRIAN RAMPS TO REMAIN Fi l e L o c a t i o n : N: \ 0 0 5 8 3 5 3 . 0 0 \ d w g \ C i v i l \ 0 0 5 8 3 5 3 . 0 0 C - E R - 0 1 / S A V E D A T E : 3/ 1 7 / 2 0 2 5 4 : 2 7 P M B Y : Re R Y E / P L O T D A T E : 3/ 1 8 / 2 0 2 5 8 : 4 1 A M B Y : Ni c M e y e r No.Date Description Revision Schedule Project Number Issue Date COPYRIGHT © 2025 BY CONFLUENCE M C Y K TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T ' S O R I G I N A L P A G E S I Z E TH E S Q U A R E S A B O V E A R E C O L O R , WI T H B L A C K A N D W H I T E L E T T E R S , IF P R I N T E D C O R R E C T L Y 1 2 3 4 A B C D LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 23485 Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   CIVIL ENGINEER No.Date Description Revision Schedule 100% CD SET 03-17-2025 KE L L E Y P A R K I M P R O V E M E N T S CI T Y O F A P P L E V A L L E Y 68 5 5 F O R T I N O S T R E E T AP P L E V A L L E Y , M N 4279703/17/2025 SHARI LYNN S. AHRENS DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ... 0'30'60'90' 1" = 30' Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PROPERTY LINE \\\\\\CURB & GUTTER SAW CUT PAVEMENT SAN SANITARY SEWER WAT WATER MAIN STORM SEWER CONCRETE BITUMINOUS BUILDING TREE LIGHT POLE TRAFFIC SIGN EXISTING PROPOSED SAN WAT WAT HYDRANTWAT GAS GASGAS PUG UNDERGROUND ELECTRICPUG TUG UNDERGROUND TELEPHONETUG POH OVERHEAD ELECTRICPOH TOH OVERHEAD TELEPHONETOH FO TELEPHONE FIBER OPTICFO CTV CABLE TELEVISIONCTV RETAINING WALL FENCEX X EXISTING REMOVALS \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ REMOVAL LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. REMOVAL NOTES S S X *X X X SHEET C.102 CIVIL REMOVALS PLAN - EAST > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>> > > lllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > l l l l l l l l l l l l l l l l l l l > l >>>>>> >>>>>>>>>> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >> >> >> > > >>>>>> >> l l l l >> >> >>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>> l l >> >> >> >> >> >> >> >> >> >> >> >> >> > > >> >> >> C CH E E C F F F F F F F F F F F C C C C C C C C C G G G GGGG F F F F >>D S D D D S D S D S SSS S S S BASKETBALL COURTS PROPOSED AMPHITHEATER PARK RESTROOMS OPEN LAWN DOG PARKSPLASH PAD BANDSHELL STAGE PLAYGROUND PARKING LOT 152ND ST W FORTINO ST FO L I A G E A V E . GA L A N T E S T 153RD ST W Fi l e L o c a t i o n : N: \ 0 0 5 8 3 5 3 . 0 0 \ d w g \ C i v i l \ 0 0 5 8 3 5 3 . 0 0 C - O A - 0 1 / S A V E D A T E : 3/ 1 7 / 2 0 2 5 1 0 : 0 7 P M B Y : NT M e y e r / P L O T D A T E : 3/ 1 8 / 2 0 2 5 8 : 4 2 A M B Y : Ni c M e y e r No.Date Description Revision Schedule Project Number Issue Date COPYRIGHT © 2025 BY CONFLUENCE M C Y K TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T ' S O R I G I N A L P A G E S I Z E TH E S Q U A R E S A B O V E A R E C O L O R , WI T H B L A C K A N D W H I T E L E T T E R S , IF P R I N T E D C O R R E C T L Y 1 2 3 4 A B C D LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 23485 Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   CIVIL ENGINEER No.Date Description Revision Schedule 100% CD SET 03-17-2025 KE L L E Y P A R K I M P R O V E M E N T S CI T Y O F A P P L E V A L L E Y 68 5 5 F O R T I N O S T R E E T AP P L E V A L L E Y , M N 4279703/17/2025 SHARI LYNN S. AHRENS DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ### 0'50'100'150' 1" = 50' Common Ground Alliance Call 48 Hours before digging: 811 or call811.com SHEET C.200 OVERALL CIVIL SITE PLAN 1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY CONFLUENCE, MINNEAPOLIS, MN, 10/23/2024. 2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7.ALL CURB AND GUTTER SHALL BE B618 UNLESS OTHERWISE NOTED. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. GENERAL SITE NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL CONCRETE PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED FENCEXX HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT TRAFFIC SIGN POWER POLE BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER SITE LEGEND 5 T ·EXISTING ZONING:INSTITUTIONAL - PARK ·GROSS SITE AREA:257,875 SF (5.92 AC) ·BUILDING GROSS SIZE:(SEE ARCHITECTURE PLANS) ·CURRENT BUILDING SETBACK:35 FEET ·PROPOSED BUILDING SETBACK:15 FEET ·CURRENT PARKING SETBACKS:20 FEET ·PROPOSED PARKING SETBACKS:10 FEET ·EXISTING SURFACE PARKING 106 SPACES LOT - (35 REG., 3 ADA) 38 SPACES STREET - (17 REG., 48 PARA., 3 ADA) 68 SPACES ·PROPOSED SURFACE PARKING 170 SPACES LOT - (96 REG., 5 ADA) 105 SPACES - 4 STALLS ELECTRIC READY STREET -(12 REG., 49 PARA., 4 ADA) 65 SPACES ·PARKING SPACE/DRIVE AISLE: TYPICAL 9' WIDE X 18.5' LONG, 24' AISLE PARALLEL 8' WIDE X 23' LONG FOOD TRUCK 8' WIDE X 25' LONG ·IMPERVIOUS SITE AREA: IMPERVIOUS: 2.16 AC PERVIOUS: 3.76 AC SITE DEVELOPMENT SUMMARY >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > >>> > > > > lllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l > > > l l l > > l l >> >> >>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >> >> >> >> >> l l l l l ll l >>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> l C E E E E GGGGG >> >> D SS S S S 20.00' 7 G L L N O J K F F F F L I I 8. 0 0 ' 8.00' I G 60' PUBLIC R.O.W. 10' D/U EASEMENT 8. 0 0 ' 25.00' 20.00 ' 9 . 0 0 ' 25.00' 75' PUBLIC R.O.W. 60' PUBLIC R.O.W. 8. 0 0 ' 23.00' 10.00' 25 . 8 0 ' PROPOSED 15' BUILDING SETBACK 25 . 1 1 ' PROPOSED 15' BUILDING SETBACK J K K J 152ND ST W FORTINO ST GA L A N T E S T 8. 0 0 ' 10 . 0 0 ' 28 . 0 0 ' 10 . 0 0 ' 8.00' Fi l e L o c a t i o n : N: \ 0 0 5 8 3 5 3 . 0 0 \ d w g \ C i v i l \ 0 0 5 8 3 5 3 . 0 0 C - O A - 0 1 / S A V E D A T E : 3/ 1 7 / 2 0 2 5 1 0 : 0 7 P M B Y : NT M e y e r / P L O T D A T E : 3/ 1 8 / 2 0 2 5 8 : 4 2 A M B Y : Ni c M e y e r No.Date Description Revision Schedule Project Number Issue Date COPYRIGHT © 2025 BY CONFLUENCE TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T ' S O R I G I N A L P A G E S I Z E TH E S Q U A R E S A B O V E A R E C O L O R , WI T H B L A C K A N D W H I T E L E T T E R S , IF P R I N T E D C O R R E C T L Y 1 2 3 4 A B C D LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 23485 Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   CIVIL ENGINEER No.Date Description Revision Schedule 100% CD SET 03-17-2025 KE L L E Y P A R K I M P R O V E M E N T S CI T Y O F A P P L E V A L L E Y 68 5 5 F O R T I N O S T R E E T AP P L E V A L L E Y , M N 4279703/17/2025 SHARI LYNN S. AHRENS DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ### 0'30'60'90' 1" = 30' Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL CONCRETE PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED FENCEXX HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT TRAFFIC SIGN POWER POLE BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER SITE LEGEND 5 T **SEE C.200 OVERALL SITE PLAN FOR SITE NOTES 1 A SHEET C.201 CIVIL SITE PLAN - WEST 1 B618 CURB AND GUTTER 2 SURMOUNTABLE CURB AND GUTTER 3 FLUSH CURB AND GUTTER 5 INTEGRAL CURB AND WALK 6 CONCRETE CROSS GUTTER 7 PUBLIC CONCRETE SIDEWALK 9A PUBLIC OR PRIVATE PEDESTRIAN CURB RAMP 10AB PRIVATE PARALLEL PEDESTRIAN CURB RAMP 11 CROSS WALK STRIPING 13 TRAFFIC ARROW 14 RE-INSTALLED CLOCK TOWER 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 16 PRECAST CONCRETE WHEEL STOP 18 BIKE RACK (SEE LANDSCAPE ARCHITECT) 19 BITUMINOUS PAVEMENT (PARKING LOT) 21 BITUMINOUS PAVEMENT (TRAIL) 27 CONCRETE WALK AND DRIVEWAY OPENINGS AT RESIDENTIAL ENTRANCES 31 SIGN POST WITH BOLLARD 38 SIDEWALK STEP AND LANDING 44 CONCRETE CURB & GUTTER, CATCH BASIN LOCATION AND TRANSITION 45 B612 AND SURMOUNTABLE CURB TRANSITION 48 CONCRETE STAIR AND RAILING DETAIL (SEE LANDSCAPE ARCHITECT) 49 POURED CONCRETE RETAINING WALL (SEE STRUCTURAL) 50 SITE LIGHTING (SEE LANDSCAPE ARCHITECT) 51 LIMESTONE BOULDER STORMWATER CHECK DAM SITE DETAILS (SI-0XX) **SEE C.200 OVERALL SITE PLAN FOR SITE NOTES A SAWCUT LINE B SNOW STORAGE AREA C TRANSFORMER PAD D CONDENSER LOCATION, REFER TO MECH. E MECHANICAL EQUIPMENT, REFER TO MECH. F SITE FURNISHINGS - REFER TO LANDSCAPE ARCHITECT G PLAY EQUIPMENT - REFER TO LANDSCAPE ARCHITECT I PRECAST CONCRETE SEAT WALL - REFER TO LANDSCAPE ARCHITECT J BERM K INFILTRATION BASIN L PERFORMANCE LAWN - REFER TO LANDSCAPE ARCHITECT M TRELLIS - REFER TO LANDSCAPE ARCHITECT N PARK RESTROOM BUILDING - SEE ARCHITECT O PROPOSED PARK SHELTER - SEE ARCHITECT P TRANSFORMER Q MONUMENT / DIGITAL SIGN SITE KEYNOTES 1 A HEAVY DUTY CONCRETE COLORED CONCRETE > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>> llllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > >>>>>>>>>>>> >> >> >> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > >>>>>>>>>>>> > > > > >> l l l l ll l >> >> >> >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>> l l l l l > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> > > > >> >> >> >>>> C C E E E E C C F F F F F F F F F F F F F F F F F F C C C C C C C C C C C C C C C C G G G G G GGGG >> >> D S D D D S D S D S S S BASKETBALL COURTS PARK RESTROOMS OPEN LAWN 7 1 14 N F L I DOG PARK 1 2 2 2 15 18.50'24.00'18.50' R1 6 . 5 0 ' R 4 . 5 0 ' R 3 7 . 5 0 ' R 6 . 5 0 ' R 1 6 . 5 0 ' 8. 0 0 ' 8.00' 24.00' SPLASH PAD I G 49 B B 19 19 19 13 1 7 7 7 2 PLAYGROUND PARKING LOT 60' PUBLIC R.O.W. 10' D/U EASEMENT 60.00' 9. 0 0 ' 18.50'24.00'18.50'18.50'24.00'18.50' 9. 0 0 ' 8. 0 0 ' 23.00' 8. 0 0 ' 23.00' 60' PUBLIC R.O.W. 8 . 0 0 ' 23.00' 10.00' PROPOSED 10' PARKING SETBACK 25 . 8 0 ' 18 K J 1 1 152ND ST W FORTINO ST FO L I A G E A V E . 8.00' P 5151 FUTURE EV CHARGING 38' D/U EASEMENT 38.00' Fi l e L o c a t i o n : N: \ 0 0 5 8 3 5 3 . 0 0 \ d w g \ C i v i l \ 0 0 5 8 3 5 3 . 0 0 C - O A - 0 1 / S A V E D A T E : 3/ 1 7 / 2 0 2 5 1 0 : 0 7 P M B Y : NT M e y e r / P L O T D A T E : 3/ 1 8 / 2 0 2 5 8 : 4 2 A M B Y : Ni c M e y e r No.Date Description Revision Schedule Project Number Issue Date COPYRIGHT © 2025 BY CONFLUENCE M C Y K TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T ' S O R I G I N A L P A G E S I Z E TH E S Q U A R E S A B O V E A R E C O L O R , WI T H B L A C K A N D W H I T E L E T T E R S , IF P R I N T E D C O R R E C T L Y 1 2 3 4 A B C D LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 23485 Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   CIVIL ENGINEER No.Date Description Revision Schedule 100% CD SET 03-17-2025 KE L L E Y P A R K I M P R O V E M E N T S CI T Y O F A P P L E V A L L E Y 68 5 5 F O R T I N O S T R E E T AP P L E V A L L E Y , M N 4279703/17/2025 SHARI LYNN S. AHRENS DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ### 0'30'60'90' 1" = 30' Common Ground Alliance Call 48 Hours before digging: 811 or call811.com PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL CONCRETE PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED FENCEXX HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT TRAFFIC SIGN POWER POLE BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER SITE LEGEND 5 T 1 B618 CURB AND GUTTER 2 SURMOUNTABLE CURB AND GUTTER 3 FLUSH CURB AND GUTTER 5 INTEGRAL CURB AND WALK 6 CONCRETE CROSS GUTTER 7 PUBLIC CONCRETE SIDEWALK 9A PUBLIC OR PRIVATE PEDESTRIAN CURB RAMP 10AB PRIVATE PARALLEL PEDESTRIAN CURB RAMP 11 CROSS WALK STRIPING 13 TRAFFIC ARROW 14 RE-INSTALLED CLOCK TOWER 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 16 PRECAST CONCRETE WHEEL STOP 18 BIKE RACK (SEE LANDSCAPE ARCHITECT) 19 BITUMINOUS PAVEMENT (PARKING LOT) 21 BITUMINOUS PAVEMENT (TRAIL) 27 CONCRETE WALK AND DRIVEWAY OPENINGS AT RESIDENTIAL ENTRANCES 31 SIGN POST WITH BOLLARD 38 SIDEWALK STEP AND LANDING 44 CONCRETE CURB & GUTTER, CATCH BASIN LOCATION AND TRANSITION 45 B612 AND SURMOUNTABLE CURB TRANSITION 48 CONCRETE STAIR AND RAILING DETAIL (SEE LANDSCAPE ARCHITECT) 49 POURED CONCRETE RETAINING WALL (SEE STRUCTURAL) 50 SITE LIGHTING (SEE LANDSCAPE ARCHITECT) 51 LIMESTONE BOULDER STORMWATER CHECK DAM SITE DETAILS (SI-0XX) **SEE C.200 OVERALL SITE PLAN FOR SITE NOTES A SAWCUT LINE B SNOW STORAGE AREA C TRANSFORMER PAD D CONDENSER LOCATION, REFER TO MECH. E MECHANICAL EQUIPMENT, REFER TO MECH. F SITE FURNISHINGS - REFER TO LANDSCAPE ARCHITECT G PLAY EQUIPMENT - REFER TO LANDSCAPE ARCHITECT I PRECAST CONCRETE SEAT WALL - REFER TO LANDSCAPE ARCHITECT J BERM K INFILTRATION BASIN L PERFORMANCE LAWN - REFER TO LANDSCAPE ARCHITECT M TRELLIS - REFER TO LANDSCAPE ARCHITECT N PARK RESTROOM BUILDING - SEE ARCHITECT O PROPOSED PARK SHELTER - SEE ARCHITECT P TRANSFORMER Q MONUMENT / DIGITAL SIGN SITE KEYNOTES 1 A SHEET C.202 CIVIL SITE PLAN - EAST HEAVY DUTY CONCRETE COLORED CONCRETE > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >> > > llllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > l l l l l l l l l l l l l l l l l l l > l >>>>>> >>>>>>>>>> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >> >> >> > > >>>>>> > > l l l l >> >> >>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>> l l >> >> >> >> >> >> >> >> >> >> >> >> >> > > >> >> >> C CH E E C F F F F F F F F F F F C C C C C C C C C G G G GGGG F F F F >>D S D D D S D S D S SSS S S S 948 948 9 5 0 944 950 95 0 946 948 944 942 942 94 4 942 94 4 94 6 94 8 950 942 944 946 94 8 944 9469 4 8 BASIN 1BASIN 2 BASIN 3 BASIN 5 STAGE FFE = 947.60 152ND ST W FORTINO ST FO L I A G E A V E . GA L A N T E S T BASIN 4 Fi l e L o c a t i o n : N: \ 0 0 5 8 3 5 3 . 0 0 \ d w g \ C i v i l \ 0 0 5 8 3 5 3 . 0 1 C - G D 0 1 / S A V E D A T E : 3/ 1 7 / 2 0 2 5 1 0 : 2 3 P M B Y : NT M e y e r / P L O T D A T E : 3/ 1 8 / 2 0 2 5 8 : 4 2 A M B Y : Ni c M e y e r No.Date Description Revision Schedule Project Number Issue Date COPYRIGHT © 2025 BY CONFLUENCE M C Y K TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T ' S O R I G I N A L P A G E S I Z E TH E S Q U A R E S A B O V E A R E C O L O R , WI T H B L A C K A N D W H I T E L E T T E R S , IF P R I N T E D C O R R E C T L Y 1 2 3 4 A B C D LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 23485 Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   CIVIL ENGINEER No.Date Description Revision Schedule 100% CD SET 03-17-2025 KE L L E Y P A R K I M P R O V E M E N T S CI T Y O F A P P L E V A L L E Y 68 5 5 F O R T I N O S T R E E T AP P L E V A L L E Y , M N 4279703/17/2025 SHARI LYNN S. AHRENS DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ... 0'50'100'150' 1" = 50' Common Ground Alliance Call 48 Hours before digging: 811 or call811.com Common Ground Alliance Call 48 Hours before digging: 811 or call811.com IMPERVIOUS AREAS EXISTING 2.8 ACRES PROPOSED 3.7 ACRES 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 5.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 6.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 7.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 8.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 10.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 11.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 12.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 13.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 14.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 15.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. 16.FINAL GRADING TOLERANCES - TOLERANCES ON GRADING EMBANKMENTS, SWALES, SLOPES AND PONDS SHALL BE PLUS OR MINUS 0.2'. FOR THE PROPOSED ROADWAYS AND TRAILS, TOLERANCES SHALL BE PLUS/MINUS 0.1'. GRADING NOTES PROPERTY LINE 982 980 SILT FENCESF TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW STO STORM SEWER TREE LINE EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION FLOW DIRECTION RETAINING WALL (MODULAR BLOCK) GRADING LIMITSGL GRADING LEGEND 0.00% 900.00 900.00 TW=XXX.XX BW=XXX.XX E.O.F. ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET HIGH/LOW POINTHP/LP 900.00 CL-CL ELEVATIONCL-CL 900.00 POND NORMAL WATER LEVEL HEAVY DUTY SILT FENCEHDSF REDUNDANT SEDIMENT CONTROLRSC INLET PROTECTION WETLAND LINE DO NOT DISTURBDND SHEET C.300 OVERALL CIVIL GRADING PLAN > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >> > > llllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l > > l l l l l l l l l l l l l l l l l l l > l >>>>>> >>>>>>>>>> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >> >> >> > > >>>>>> >> l l l l >> >> >>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>> l l >> >> >> >> >> >> >> >> >> >> >> >> >> > > >> >> >>>> 152ND ST W FORTINO ST FO L I A G E A V E . GA L A N T E S T 153RD ST W FILTRATION BASIN 3 FILTRATION BASIN 2 FILTRATION BASIN 1 FILTRATION BASIN 4 FILTRATION BASIN 5 Fi l e L o c a t i o n : N: \ 0 0 5 8 3 5 3 . 0 0 \ d w g \ C i v i l \ 0 0 5 8 3 5 3 . 0 0 C - U T - 0 1 / S A V E D A T E : 3/ 1 7 / 2 0 2 5 1 0 : 4 0 P M B Y : NT M e y e r / P L O T D A T E : 3/ 1 8 / 2 0 2 5 8 : 4 3 A M B Y : Ni c M e y e r No.Date Description Revision Schedule Project Number Issue Date COPYRIGHT © 2025 BY CONFLUENCE M C Y K TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T ' S O R I G I N A L P A G E S I Z E TH E S Q U A R E S A B O V E A R E C O L O R , WI T H B L A C K A N D W H I T E L E T T E R S , IF P R I N T E D C O R R E C T L Y 1 2 3 4 A B C D LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 23485 Phone   :hLWeZaWer 'rLYe 6XLWe  Fax  0LnneWonNa 01  Toll Free   CIVIL ENGINEER No.Date Description Revision Schedule 100% CD SET 03-17-2025 KE L L E Y P A R K I M P R O V E M E N T S CI T Y O F A P P L E V A L L E Y 68 5 5 F O R T I N O S T R E E T AP P L E V A L L E Y , M N 4279703/17/2025 SHARI LYNN S. AHRENS DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ... 0'50'100'150' 1" = 50' Common Ground Alliance Call 48 Hours before digging: 811 or call811.com Common Ground Alliance Call 48 Hours before digging: 811 or call811.com SAN EXISTING PROPOSED WAT WAT OVERALL UTILITY LEGEND S DT SANITARY SEWER STORM SEWER WATER MAIN HYDRANT DRAIN TILE FUTURE GENERAL UTILITY NOTES 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 5.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 6.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 7.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS 18 INCHES WITH SANITARY, 36 INCHES WITH STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. 8.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 9.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 10.STORM SEWER PIPE: A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING. F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712. 12.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150. 13.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 14.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. SHEET C.500 OVERALL CIVIL UTILITY PLAN 2,788 SF 123 STAGE AREA 87 SF 150 ELEC 77 SF 153 TOILET 302 SF 154 G REEN R M 176 SF 151 STO RAG E 130 SF 183 M OP CLO SET UP UP BANDSHELL RESTROOM BUILDING ______ A050 3A ______ A050 6A 1 2 33 3 3 4 5 4 5 4 5 4 5 4 5 7 ______ A201 4A 6 6 8 ______ A201 3C 8 Project Number Date Issue A B C D 16 2345 www.jlgarchitects.com 710 South 2nd Street, 8th Floor Minneapolis, MN 55401 phone: (612) 746-4260 ARCHITECT 16 2345 LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 COPYRIGHT © 2024 BY CONFLUENCE JLG ARCHITECTS AP P L E V A L L E Y , M N 3/ 1 7 / 2 0 2 5 4 : 2 1 : 5 0 P M A050 24327 03-17-25 KE L L E Y P A R K 68 5 5 F O R T I N O S T R E E T copyright © 2025 SITE PLANS CI T Y O F A P P L E V A L L E Y 100% CD SET SCALE: 1" = 40'-0" A050 OVERALL SITE PLAN6C KEYNOTES - SITE PLAN NO. NOTE REV. 1 REMOTE VAULT FOR CONTROL BOARD, SEE LANDSCAPE AND ELECTRCIAL DRAWINGS FOR ADDITIONAL INFORMATION 2 PROPOSED FUTURE EV CHARGING STATION, REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFORMATION 3 PROPOSED POWER BOLLARD FOR MULTIPURPOSE HOOK-UPS, REFER TO LANDSCAPE AND ELEC. DRAWINGS FOR ADDITIONAL INFORMATION 4 SEE CIVIL SHEETS UNDER SEPARATE COVER FOR PLAYGROUNDS, SITE CONCRETE, SIDEWALKS, PARKING, AND SITE UTILITIES 5 SEE LANDSCAPE DRAWINGS FOR PLANTINGS AND SITE FEATURES 6 SLOPED WALK ACCESS TO STAGE AREA, SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION 7 SEE AQUATICS PLANS FOR SPLASH PAD AND ASSOCIATED UTILTIES WORK 8 SEE ELECTRICAL PLANS FOR UNDERGROUND CONDUIT WORK SCALE: 1/16" = 1'-0" A050 SITE PLAN - BANDSHELL6A SCALE: 1/16" = 1'-0" A050 SITE PLAN - RESTROOM BUILDING3A NO R T H NO R T H NO R T H REVISION SCHEDULE NO. DESCRIPTION DATE I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I AM A D U L Y L I C E N S E D A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F M I N N E S O T A TH O M A S J A M E S B E T T I R E G . N O . D A T E 44 8 9 7 02 / 0 7 / 2 0 2 3 3/ 1 7 / 2 0 2 5 A. FOR TYPICAL BARRIER FREE TOILET ROOM TYPES AND ACCESSORIES REQUIREMENTS AND LOCATIONS SEE G120 MOUNTING HEIGHTS. B. ALL PARTITION TYPES ARE "M8" TYPICALLY UNLESS OTHERWISE NOTED. C. COORDINATE PARTITION FIRE RATED REQUIREMENTS AS INDICATED ON LIFE SAFETY PLANS. D. TYPICALLY INSTALL SOAP DISPENSERS AND PAPER TOWEL DISPENSER AT ALL SINKS UNLESS NOTED OTHERWISE. E. PROVIDE WALL REINFORCEMENT AT WALL-MOUNTED SHELVES AND STORAGE UNITS, MARKER BOARDS, BULLETIN BOARDS, TACK BOARDS, TELEVISIONS AND OTHER CONTRACTOR OR OWNER FURNISHED WALL-MOUNTED ITEMS, AS REQUIRED. F. COORDINATE DIMENSIONS W/ ASTERISK (IE - *X'-X") W/ EQUIPMENT VENDOR. G. PROVIDE BULLNOSE ON ALL CMU OUTSIDE CORNERS - TYPICAL. H. PAINT ALL EXPOSED, UNFINISHED CMU UNLESS NOTED OTHERWISE. I. FOR INTERIOR METAL STUD CONSTRUCTION ALL DIMENSIONS ARE TO FACE OF METAL STUDS UNLESS NOTED OTHERWISE. J. ALL DIMENSIONS INDICATED AS 'CLEAR' ARE TO FACE OF FINISH (GYPSUM, TILE, ETC.). K. ALL MASONRY DIMENSIONS ARE TO FACE OF MASONRY UNLESS NOTED OTHERWISE. L. ALL EXTERIOR OPENING DIMENSIONS ARE ROUGH OPENINGS. M. PROVIDE APPROPRIATE FLOORING TRANSITION TYPE. CENTER UNDER DOOR UNLESS NOTED OTHERWISE AT DOOR LOCATIONS. N. COORDINATE ALL FLOOR OPENING DIMENSIONS AND CLEARANCES FOR DUCTWORK W/ MECHANICAL CONTRACTOR - TYPICAL. O. REFERENCE SPECIFICATIONS FOR MATERIALS LISTED IN FINISH SCHEDULE. P. COORDINATE AND/OR CONFIRM ANY DIMENSIONAL DISCREPANCIES WITH ARCHITECT PRIOR TO INSTALLATION. 9'-0"19'-10"4'-8"70'-6" 95'-0" 7' - 2 " 35 ' - 4 " 73.00° 108 10 6 105 GREEN ROOM 106 TOILET 108 ELECTRICAL 107 STORAGE/ JANITOR 104 STAGE AREA 6D A401 _____ 4D A401 _____ A301 6A A3012A A301 2B A301 6B 1 2 2 2 2 3 ______ A211 2A FL1 1 0 7 1 0 5 10 ' - 0 " 10 ' - 0 " 15 ' - 4 " 11'-8"9'-8" 30'-2"43'-10" 14 ' - 5 1 / 4 " XM8 XM8 XM8 M8 M8 XM8XM8 XM8 2A A510 _____ 4A A510 _____ BA BB B1 B3B2 4 5 . 0 0 ° 135.00° 42 ' - 6 " 34' - 8 1 / 2 " 10 7.00° 5'-0" BANDSHELL STAGE EL.= 104'-0" (EL.= 947.60) 4' - 7 1 / 2 " 5 '-0 " 7 8 8 BELOW BELOW SF1 SF2______ A220 5B ______ A220 2B ______ A220 3B 9 7T A T 1 1 " 6'- 5 " CLR 5'- 0 " 6 T A T 1 1 " 5 ' - 6 " UP UP 5 5 R1 R2 101 TOILET 100 STORAGE/ JANITOR/ MECH 103 TOILET 102 TOILET RA RB RC 10 2 10 3 10 0 10 1 6D A402 _____ 3D A402 _____ 4" 13 ' - 4 " 9' - 0 " 4" 23 ' - 0 " A301 5C A301 5D A301 2D A3012C ______ A211 2B 1 4 415'-0"10'-0"10'-0"15'-0" 11 ' - 2 " 11 ' - 2 " 3'-4"3'-4"3'-4"4'-0" CL 5 5 RESTROOM BUILDING EL.= 100'-0" FL1 (EL.= 951.50)78 9 XM8 M8 M8 XM8 XM8 XM8 10 5'-0" 5' - 0 " 1. DRY FALL PAINT: PAINT ALL EXPOSED METAL CEILING STRUCTURE, INCLUDING STRUCTURAL, MECHANICAL AND ELECTRICAL COMPONENTS, INCLUDING, BUT NOT LIMITED TO: DUCTS, CONDUITS, JUNCTION BOXES, PIPES, SUPPORT WIRES/CABLES, UNI-STRUTS. ALL EXPOSED GALVANIZED SURFACES TO BE PAINTED TO MATCH CEILING COLOR UNLESS NOTED OTHERWISE. 2. PAINT EXPOSED STEEL COLUMNS. 3. FRP TO BE LOCATED 48" ON EITHER SIDE OF FLOOR SINK (UNLESS OBSTRUCTED BY DOOR) UP TO 96" ABOVE FINISHED FLOOR. REFERENCE G120 MOUNTING HEIGHTS. 4. FRP TO BE INSTALLED ABOVE STOREFRONT. ALIGN VERTICAL FRP JOINTS WITH STOREFRONT MULLIONS. REFERENCE GLAZING DETAILS. 5. REFER TO REFLECTED CEILING PLANS. 6. REFER TO FLOOR PLAN FOR FINISH/MATERIAL DIRECTION. A. FLOOR SLOPES DEPICTED TO ILLUSTRATE DESIGN INTENT ONLY. B. THE FINISH FLOOR ELEVATIONS, AS COORDINATED WITH CIVIL DRAWINGS, SHALL BE TRUE AT ALL WALL-TO-FLOOR TRANSITIONS UNLESS NOTED OTHERWISE. C. CONCRETE CONTRACTOR SHALL COORDINATE WITH PLUMBING CONTRACTOR TO ENSURE THAT ALL FLOORS SLOPE TO DRAINS (WHERE PROVIDED). D. FLOOR SLOPES SHALL BE MIN. 1/8" PER 12". E. PLUMBING CONTRACTOR SHALL DETERMINE DRAIN ELEVATIONS TO ALLOW FOR REQUIRED SLOPES NOTED ABOVE. F. REFER TO PLUMBING SHEETS FOR FLOOR DRAIN LOCATIONS AND TYPES. Project Number Date Issue A B C D 16 2345 www.jlgarchitects.com 710 South 2nd Street, 8th Floor Minneapolis, MN 55401 phone: (612) 746-4260 ARCHITECT 16 2345 LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 COPYRIGHT © 2024 BY CONFLUENCE JLG ARCHITECTS AP P L E V A L L E Y , M N 3/ 1 7 / 2 0 2 5 4 : 2 1 : 5 0 P M A201 24327 03-17-25 KE L L E Y P A R K 68 5 5 F O R T I N O S T R E E T copyright © 2025 FLOOR PLANS CI T Y O F A P P L E V A L L E Y 100% CD SET SHEET SPEC ID LIST SPEC ID SPEC SECTION & DESCRIPTION KEYNOTES - FLOOR PLAN NO NOTE REV. 1 MOP SINK AND FAUCET; SEE PLUMBING. PROVIDE (FRP-1) PER MOUNTING INSTRUCTIONS ON SHEET G120. OWNER TO FURNISH AND INSTALL UTILITY SHELF AND MOP HOLDERS (MOP-1). 2 FLOOR RECEPTACLE LOCATION; SEE ELECTRICAL 3 LARGE SCALE VIDEO BOARD BY OWNER; SEE ELECTRICAL FOR POWER/DATA REQUIREMENTS. COORDINATE SUBSTRUCTURE MOUNTING SYSTEM WITH WALL TYPE SHOWN IN PLAN. 4 EXTENTS OF CONCRETE PAD; VERIFY WITH CIVIL 5 EXTENTS OF ROOF ABOVE 6 FLOOR DRAIN LOCATION. SLOPE FLOOR TO CENTER OF ROOM AS DEPICTED IN PLANS. SEE PLUMBING 7 FLOOR DRAIN LOCATION. PROVIDE 1/8" PER 12" SLOPED CONCRETE AROUND DRAIN AT A RADIUS OF 1'-0". SEE PLUMBING 8 FIRE EXTINGUISHER LOCATION; SEE G111 LIFE SAFETY PLANS 9 AED AND SURFACE MOUNTED CABINET LOCATION; SEE G111 LIFE SAFETY PLANS 10 STOOP AT EXTERIOR OUTSWINGING DOOR; SEE STRUCTURAL GENERAL NOTES - FLOOR PLAN N O R T H SCALE: 1/8" = 1'-0" A201 RESTROOM BUILDING - FLOOR PLAN3C SCALE: 1/8" = 1'-0" A201 BANDSHELL - FLOOR PLAN4A FINISH SCHEDULE REMARKS ST-2 STAIN CUTEK EXTREME PENETRATING WOOD STABILIZER CLEAR THERMALLY MODIFIED WD ST-1 STAIN SHERWIN WILLIAMS SUPERDECK MODIFIED OIL TRANSPARENT WOOD STAIN CLEAR CLT WOOD DECKING 09 9300 STAINING AND TRANSPARENT FINISHING PT-4 PAINT SHERWIN WILLIAMS EPOXY ESTER DRYFALL FLAT FINISH (COLOR TO BE SELECTED) EXPOSED GALVANIZED ROOF DECK AND DUCTWORK PT-3 PAINT SHERWIN WILLIAMS PRO INDUSTRIAL MULTI-SURFACE ACRYLIC SEMI GLOSS FINISH (COLOR TO BE SELECTED) HOLLOW METAL DOORS AND FRAMES PT-2 PAINT SHERWIN WILLIAMS PRO INDUSTRIAL WATER BASED CATALYZED EPOXY EG-SHEL FINISH (COLOR TO BE SELECTED)STRUCTURAL STEEL COLUMNS PT-1 PAINT SHERWIN WILLIAMS PRO INDUSTRIAL WATER BASED CATALYZED EPOXY EG-SHEL FINISH (COLOR TO BE SELECTED)INTERIOR CMU WALLS 09 9123 INTERIOR PAINTING DIVISION 09 - FINISHES ALSTOR-1 ALUMINUM STOREFRONT THERMALLY BROKEN KAWNEER VERSAGLAZE 451T DARK BRONZE CENTER SET 08 4313 ALUMINUM STOREFRONTS DIVISION 08 - OPENINGS SMF-2 PREFINISHED ALUMINUM SEE SPEC SEE SPEC (TO MATCH MTL PNL-10)ALUM SHEET METAL 07 6200 SHEET METAL FLASHING/TRIM SIDING-60 NATURAL WOOD PANELS ARBOR WOOD TONGUE AND GROOVE SOFFIT CLADDING (SEE ST-2)THERMALLY MODIFIED WD 07 4623 WOOD SIDING MTL PNL-20 METAL WALL PANEL, NOT INSULATED BERRIDGE HS-12 PANEL (TO MATCH MTL PNL-10)12" PROFILE PANEL 07 4213 METAL WALL PANELS MTL PNL-10 METAL ROOF PANEL, NOT INSULATED PAC-CLAD TITE-LOC (TO MATCH REDWOOD PARK)STANDING SEAM, 16" O.C. 07 4113 METAL ROOF PANELS DIVISION 07 - THERMAL AND MOISTURE PROTECTION FRP-2 FIBERGLASS REINFORCED PANELS MARLITE STANDARD LIGHT GRAY SMOOTH FRP-1 FIBERGLASS REINFORCED PANELS MARLITE STANDARD WHITE PEBBLED DIVISION 06 - WOOD, PLASTIC AND COMPONENTS RMU-10 ROCK FACED CMU AMCON MAMMOTH STONE ONYX TYPE 'K' PATTERN 04 2000 UNIT MASONRY DIVISION 04 - MASONRY CFIN-3 LIQUID DENSIFIER AND HARDENER WR MEADOWS LIQUI-HARD ULTRA - STAGE FLOOR 03 3511 CONCRETE FLOOR FINISHES CFIN-5 BOARD FORMED CONCRETE FINISH ARCHITECTURAL POLYMERS CONCRETE FORMLINERS #515 OLD TIMBER - EXPOSED CONCRETE FOUNDATION WALLS CFIN-2 LIGHT BROOM FINISH - --STAGE FLOOR CSLR-1 SEALED CONCRETE WR MEADOWS VOCOMP-25 LOW GLOSS INTERIOR FLOORS 03 3000 CAST-IN-PLACE CONCRETE DIVISION 03 - CONCRETE CODE SPEC SECTION MANUFACTURER PRODUCT COLOR DESCRIPTION MATERIAL SCHEDULE ROOM FINISH SCHEDULE - BANDSHELL ROOM BASE FLOOR WALLS CEILING REMARKSNUMBER NAME NORTH EAST SOUTH WEST 104 STAGE AREA SEALANT-1 CFIN-2 + CFIN-3 (OPEN) (OPEN) RMU-10 RMU-10 SIDING-60 2, 5, 6 105 GREEN ROOM RB-1 CSLR-1 PT-1 PT-1 PT-1 PT-1 / FRP-2 PT-4 1, 2, 4 106 TOILET SEALANT-1 CSLR-1 PT-1 PT-1 PT-1 PT-1 / FRP-2 PT-4 1, 4 107 STORAGE/ JANITOR SEALANT-1 CSLR-1 PT-1 PT-1 PT-1 / FRP-2 PT-1 PT-4 1, 2, 3, 4 108 ELECTRICAL SEALANT-1 CSLR-1 PT-1 PT-1 PT-1 / FRP-2 PT-1 / FRP-2 PT-4 1, 2, 4 ROOM FINISH SCHEDULE - RESTROOM BUILDING ROOM BASE FLOOR WALLS CEILING REMARKSNUMBER NAME NORTH EAST SOUTH WEST 100 STORAGE/ JANITOR/ MECH SEALANT-1 CSLR-1 PT-1 PT-1 / FRP-1 PT-1 / FRP-1 PT-1 ST-1 1, 3 101 TOILET SEALANT-1 CSLR-1 PT-1 PT-1 PT-1 PT-1 ST-1 1 102 TOILET SEALANT-1 CSLR-1 PT-1 PT-1 PT-1 PT-1 ST-1 1 103 TOILET SEALANT-1 CSLR-1 PT-1 PT-1 PT-1 PT-1 ST-1 1 NO R T H GENERAL NOTES - FLOOR DRAINAGE NOTE: ALL MANUFACTURERS AND PRODUCTS LISTED IN THE MATERIAL SCHEDULE SERVE AS THE BASIS OF DESIGN. REVISION SCHEDULE NO. DESCRIPTION DATE I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I AM A D U L Y L I C E N S E D A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F M I N N E S O T A TH O M A S J A M E S B E T T I R E G . N O . D A T E 44 8 9 7 02 / 0 7 / 2 0 2 3 3/ 1 7 / 2 0 2 5 A. REFER TO GLAZING ELEVATIONS ON SHEET A220 FOR STOREFRONT ELEVATIONS & HOLLOW METAL PUNCHED OPENINGS. BANDSHELL STAGE EL.= 104' - 0" (RMU-10) SF4 SEE CIVL FOR SITE DESIGN/ELEVATIONS BANDSHELL B.O. DECK (LOW) EL.= 122' - 8" BANDSHELL B.O. DECK (HIGH) EL.= 126' - 10" B1 B3 (LOUVER-1)(LOUVER-1)(LOUVER-1) (MTL PNL-20) (MTL PNL-10) (SMF-2) (CFIN-5) (PT-2) TYP EXPOSED STEEL COLUMNS 3 4 3 4 4 CJCJ CJ BANDSHELL STAGE EL.= 104' - 0" (RMU-10) BANDSHELL B.O. DECK (LOW) EL.= 122' - 8" BANDSHELL B.O. DECK (HIGH) EL.= 126' - 10" BA BB 2 (CFIN-5) (PT-2) TYP EXPOSED STEEL COLUMNS 3 CJ BANDSHELL STAGE EL.= 104' - 0" (RMU-10) 25'-0" 14 ' - 6 " BANDSHELL B.O. DECK (LOW) EL.= 122' - 8" BANDSHELL B.O. DECK (HIGH) EL.= 126' - 10" (RMU-10) B1B3 ______ A511 4B (SMF-2) (MTL PNL-20) (SIDING-60) 1 (CFIN-5)(CFIN-5) (PT-2) TYP EXPOSED STEEL COLUMNS CJ CJCJ BANDSHELL STAGE EL.= 104' - 0" (RMU-10) SF1 BANDSHELL B.O. DECK (LOW) EL.= 122' - 8" BANDSHELL B.O. DECK (HIGH) EL.= 126' - 10" BABB (LOUVER-1) (LOUVER-1) (MTL PNL-20) (SMF-2) (CFIN-5) CJCJ RESTROOM BUILDING EL.= 100' - 0" RA RB RC (RMU-10) RESTROOM BUILDING B.O. DECK (LOW) EL.= 9' - 11" RESTROOM BUILDING B.O. DECK (HIGH) EL.= 12' - 10" 1 :12 (SMF-2) (PT-2) TYP EXPOSED STEEL COLUMNS CJ RESTROOM BUILDING EL.= 100' - 0" R1R2 (RMU-10) HM1 HM1 RESTROOM BUILDING B.O. DECK (LOW) EL.= 9' - 11" RESTROOM BUILDING B.O. DECK (HIGH) EL.= 12' - 10" (ST-1) (SMF-2) (LOUVER-2)(LOUVER-2) (PT-2) TYP EXPOSED STEEL COLUMNS RESTROOM BUILDING EL.= 100' - 0" R1 R2 (RMU-10) HM1 RESTROOM BUILDING B.O. DECK (LOW) EL.= 9' - 11" RESTROOM BUILDING B.O. DECK (HIGH) EL.= 12' - 10" (LOUVER-3) (MTL PNL-10) (SMF-2) (LOUVER-2) (PT-2) TYP EXPOSED STEEL COLUMNS RESTROOM BUILDING EL.= 100' - 0" RARBRC (RMU-10) RESTROOM BUILDING B.O. DECK (LOW) EL.= 9' - 11" RESTROOM BUILDING B.O. DECK (HIGH) EL.= 12' - 10" 1:12 (SMF-2) 2 (PT-2) TYP EXPOSED STEEL COLUMNS CJ SCALE: 1/8" = 1'-0" A301 5C RESTROOM BUILDING - NORTH ELEVATION SCALE: 1/8" = 1'-0" A301 5D RESTROOM BUILDING - SOUTH ELEVATION SCALE: 1/8" = 1'-0" A301 2D RESTROOM BUILDING - WEST ELEVATION SCALE: 1/8" = 1'-0" A301 2C RESTROOM BUILDING - EAST ELEVATION Project Number Date Issue A B C D 16 2345 www.jlgarchitects.com 710 South 2nd Street, 8th Floor Minneapolis, MN 55401 phone: (612) 746-4260 ARCHITECT 16 2345 LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 COPYRIGHT © 2024 BY CONFLUENCE JLG ARCHITECTS AP P L E V A L L E Y , M N 3/ 1 7 / 2 0 2 5 4 : 2 1 : 5 5 P M A301 24327 03-17-25 KE L L E Y P A R K 68 5 5 F O R T I N O S T R E E T copyright © 2025 EXTERIOR ELEVATIONS CI T Y O F A P P L E V A L L E Y 100% CD SET KEYNOTES - EXTERIOR ELEV. NO NOTE REV. 1 LARGE SCALE VIDEO BOARD BY OWNER; SEE ELECTRICAL FOR POWER/DATA REQUIREMENTS. COORDINATE SUBSTRUCTURE MOUNTING SYSTEM WITH WALL TYPE SHOWN IN PLAN. 2 AED AND SURFACE MOUNTED CABINET LOCATION; SEE G111 LIFE SAFETY PLANS 3 PREFINISHED METAL GUTTER; (GUTTER-1) SEE SPEC. 4 PREFINISHED METAL DOWNSPOUT; (DOWNSPOUT-1) SEE SPEC. GENERAL NOTES - EXTERIOR ELEVATIONS SCALE: 1/8" = 1'-0" A301 6B BANDSHELL - SOUTHWEST ELEVATION SCALE: 1/8" = 1'-0" A301 2A BANDSHELL - SOUTHEAST ELEVATION SCALE: 1/8" = 1'-0" A301 6A BANDSHELL - NORTHEAST ELEVATION SCALE: 1/8" = 1'-0" A301 2B BANDSHELL - NORTHWEST ELEVATION SHEET SPEC ID LIST SPEC ID SPEC SECTION & DESCRIPTION CFIN-5 03 3000 - CAST IN PLACE CONCRETE FORMLINER FINISH LOUVER-1 08 9100 - 24"X24" LOUVER LOUVER-2 08 9100 - 18"X12" LOUVER LOUVER-3 08 9100 - 36"X12" LOUVER MTL PNL-10 07 4113 - METAL ROOF PANEL, NOT INSULATED. MTL PNL-20 07 4213 - METAL WALL PANEL, SINGLE THICKNESS, NOT INSULATED PT-2 09 9123 - PAINT RMU-10 04 2000 - ROCK FACED CMU, INTEGRALLY COLORED SIDING-60 07 4623 - THERMALLY MODIFIED DIMENSIONAL WOOD SMF-2 07 6200 - PREFINISHED ALUMINUM ST-1 09 9300 - STAIN REVISION SCHEDULE NO. DESCRIPTION DATE I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I AM A D U L Y L I C E N S E D A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F M I N N E S O T A TH O M A S J A M E S B E T T I R E G . N O . D A T E 44 8 9 7 02 / 0 7 / 2 0 2 3 3/ 1 7 / 2 0 2 5 >> >> > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >> > l l l l > > > > l l l l l l l l l l l l l l l > > l l l l > > l l l l l l l l l l l >>>>>>>> >> >>>>>>>>>>>>>> >> >> >> >> >> >>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >> >> >> >> >> >> >> >> >> >> >> > > > >>>>>>>> >> >> >> >>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > >> >>>> M M HCOCO C C M CH E E E E E E E E E E E E E E E E E E E E E E C C F F F F F F F F F F F F F C C C C C C C C C C C C E E E E E E E E E E E E E E E E E E E E E E E E E E EEEE E E E E E E E E E E E E E E E E E G G G G GGGGG F F F F F >> >> >> >> >> >> >>>>>>>> >> >> RO A D N A M E 40'80'20'0' TREE PRESERVATION PLAN01 L120 SCALE: 1" = 40' Fi l e L o c a t i o n : N: \ 2 0 2 3 \ 2 3 4 8 5 _ K e l l e y P a r k A p p l e V a l l e y \ 2 3 4 8 5 _ W O R K I N G \ A U T O C A D \ S H E E T S \ 2 3 4 8 5 L 1 2 0 T r e e P r e s P l a n / S A V E D A T E : 3/ 1 7 / 2 0 2 5 5 : 2 5 P M B Y : mg u r a g a i n / P L O T D A T E : 3/ 1 8 / 2 0 2 5 2 : 1 0 P M B Y : Ma m a t a G u r a g a i n Revision Schedule Project Number Issue Date 100% CD SET 03-17-2025 COPYRIGHT © 2025 BY CONFLUENCE M C Y K TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T ' S O R I G I N A L P A G E S I Z E TH E S Q U A R E S A B O V E A R E C O L O R , WI T H B L A C K A N D W H I T E L E T T E R S , IF P R I N T E D C O R R E C T L Y 1 2 3 4 A B C D LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 KE L L E Y P A R K I M P R O V E M E N T S CI T Y O F A P P L E V A L L E Y 68 5 5 F O R T I N O S T R E E T AP P L E V A L L E Y , M N 23485 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D UN D E R T H E LA W S O F T H E S T A T E O F NA M E : SI G N A T U R E : DA T E : LI C . N o : LA N D S C A P E A R C H I T E C T MI N N E S O T A . 03 / 1 7 / 2 0 2 5 42 2 4 2 TE R R Y M I N A R I K No.Date Description TREE PRESERVATION PLAN L120 LEGEND REMOVE CONIFEROUS TREE PRESERVE CONIFEROUS TREE REMOVE DECIDUOUS TREE PRESERVE DECIDUOUS TREE NOTE: THE HIGHLIGHTED TREES ARE ASSUMED AS SIGNIFICANT TREES DESIGNATION RO A D N A M E L410 L412L411 MA T C H L I N E S H E E T L 4 1 1 MA T C H L I N E S H E E T L 4 1 2 MA T C H L I N E S H E E T L 4 1 0 MA T C H L I N E S H E E T L 4 1 1 L413 L413 SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT CAL SIZE REMARKS DECIDUOUS TREES BC2 6 HERITAGE® RIVER BIRCH / BETULA NIGRA 'CULLY'B & B 2.5"CAL Co2 7 COMMON HACKBERRY / CELTIS OCCIDENTALIS B & B 2.5"CAL GI2 7 SKYLINE THORNLESS HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM B & B 2.5"CAL GD2 2 KENTUCKY COFFEETREE / GYMNOCLADUS DIOICA `ESPRESSO`B & B 2.5"CAL OV 5 AMERICAN HOPHORNBEAM / OSTRYA VIRGINIANA B & B 3"CAL PL 4 LIBERTY LONDON PLANE TREE / PLATANUS X ACERIFOLIA `LIBERTY`B & B 2.5"CAL Pm 2 EXCLAMATION! LONDON PLANE TREE / PLATANUS X ACERIFOLIA `MORTON CIRCLE` TM B & B 3"CAL Pp 6 PRAIRIE GOLD ASPEN / POPULUS TREMULOIDES `NE ARB`B & B 2.5"CAL QB 9 SWAMP WHITE OAK / QUERCUS BICOLOR B & B 2.5"CAL QE 6 NORTHERN PIN OAK / QUERCUS ELLIPSOIDALIS B & B 2.5"CAL Tb 3 BOULEVARD LINDEN / TILIA AMERICANA `BOULEVARD`B & B 2.5"CAL UJ2 5 JEFFERSON AMERICAN ELM / ULMUS AMERICANA 'JEFFERSON'B & B 2.5"CAL UO 7 PRAIRIE EXPEDITION® AMERICAN ELM / ULMUS AMERICANA 'LEWIS & CLARK'B & B 2.5"CAL PLANT SCHEDULE EVERGREEN TREES LL 8 TAMARACK / LARIX LARICINA B & B 7` PC 4 COLORADO SPRUCE / PICEA PUNGENS B & B 6` PW 3 WHITE PINE / PINUS ALBA B & B 7` ORNAMENTAL AG4 2 AUTUMN BRILLIANCE APPLE SERVICEBERRY / AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`B & B 2"CAL CA 2 PAGODA DOGWOOD / CORNUS ALTERNIFOLIA B & B 2"CAL Cv2 2 THORNLESS COCKSPUR HAWTHORN / CRATAEGUS CRUS-GALLI INERMIS TM B & B 2"CAL SYMBOL CODE COMMON / BOTANICAL NAME CONT REMARKS SHRUBS Dl DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA 2 GAL Rg GRO-LOW FRAGRANT SUMAC / RHUS AROMATICA `GRO-LOW`2 GAL PERENNIALS BB BLONDE AMBITION BLUE GRAMA / BOUTELOUA GRACILIS `BLONDE AMBITION`1 GAL CB2 KOREAN FEATHER REED GRASS / CALAMAGROSTIS BRACHYTRICHA 1 GAL Dg GOLD DEW TUFTED HAIR GRASS / DESCHAMPSIA CESPITOSA `GOLDTAU`1 GAL EP CONEFLOWER / ECHINACEA PURPUREA 1 GAL Er RUBY STAR CONEFLOWER / ECHINACEA PURPUREA `RUBY STAR`1 GAL Ps SHENANDOAH SWITCH GRASS / PANICUM VIRGATUM `SHENANDOAH`1 GAL Sm2 BLUE HEAVEN LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM `MINNBLUEA`1 GAL SH PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS 1 GAL SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT CAL SIZE REMARKS SYMBOL QTY COMMON / BOTANICAL NAME CONT REMARKS GROUND COVERS 27,539 SF NATIVE SEED MIX SEED 77,637 SF TURF SOD 30,517 SF TURF SEED SEED 14,537 SF WETLAND SEED MIX SEED 40'80'20'0' OVERALL PLANTING PLAN01 L400 SCALE: 1" = 40' Fi l e L o c a t i o n : N: \ 2 0 2 3 \ 2 3 4 8 5 _ K e l l e y P a r k A p p l e V a l l e y \ 2 3 4 8 5 _ W O R K I N G \ A U T O C A D \ S H E E T S \ 2 3 4 8 5 L 4 0 0 P l a n t i n g P l a n / S A V E D A T E : 3/ 1 8 / 2 0 2 5 1 1 : 3 0 A M B Y : mg u r a g a i n / P L O T D A T E : 3/ 1 8 / 2 0 2 5 2 : 1 1 P M B Y : Ma m a t a G u r a g a i n Revision Schedule Project Number Issue Date 100% CD SET 03-17-2025 COPYRIGHT © 2025 BY CONFLUENCE M C Y K TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T ' S O R I G I N A L P A G E S I Z E TH E S Q U A R E S A B O V E A R E C O L O R , WI T H B L A C K A N D W H I T E L E T T E R S , IF P R I N T E D C O R R E C T L Y 1 2 3 4 A B C D LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 KE L L E Y P A R K I M P R O V E M E N T S CI T Y O F A P P L E V A L L E Y 68 5 5 F O R T I N O S T R E E T AP P L E V A L L E Y , M N 23485 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D UN D E R T H E LA W S O F T H E S T A T E O F NA M E : SI G N A T U R E : DA T E : LI C . N o : LA N D S C A P E A R C H I T E C T MI N N E S O T A . 03 / 1 7 / 2 0 2 5 42 2 4 2 TE R R Y M I N A R I K No.Date Description OVERALL PLANTING PLAN L400 PLANTING CODE REQUIREMENTS 153.59 -- STREET TREE REQUIREMENTS: WHEN PLANTED, STREET TREES SHALL BE PLANTED NOT LESS THAN 40 FEET APART WITH A MINIMUM OF ONE TREE PER LOT. THEY SHALL BE PLACED FIVE TO SEVEN FEET INSIDE THE PROPERTY LINE AND NOT IN THE BOULEVARD. NO TREES SHALL BE PLANTED WITHIN 30 FEET OF THE INTERSECTION OF CURB LINES ON CORNER LOTS. THE MINIMUM SIZE SHALL MEASURE 1½ INCHES IN DIAMETER AT GROUND LINE. REQUIRED: (2,314 / 40)= 58 TREES PROPOSED: 58 TREES 155.378 -- PARKING LOT LANDSCAPING REQUIREMENTS: (J)LANDSCAPING. PARKING LOTS MUST BE LANDSCAPED. REQUIRED: LANDSCAPING PROPOSED: 18 TREES, SHRUB LOCATIONS TBD 155.349 -- LANDSCAPING: (A) A LANDSCAPED YARD SHALL BE INSTALLED AND MAINTAINED ALONG ALL PUBLIC STREETS EXCEPT ON LOTS IN AGRICULTURAL DISTRICTS, ON THROUGH LOTS (NOT CORNER LOTS) IN R-1 DISTRICTS, OR ON LOTS ABUTTING A PUBLIC TRANSPORTATION FACILITY. THIS YARD SHALL BE KEPT CLEAR OF ALL STRUCTURES, STORAGE AND OFF-STREET PARKING, EXCEPT FOR DRIVEWAYS. THIS YARD SHALL BE AT LEAST FIVE FEET IN DEPTH FROM THE PUBLIC RIGHT-OF-WAY FOR ALL PROPERTIES ABUTTING CEDAR AVENUE SOUTH OF 140TH STREET AND FOR ALL PROPERTIES ABUTTING 150TH STREET WEST OF PILOT KNOB ROAD, BUT EAST OF 147TH STREET. THIS YARD SHALL BE AT LEAST 15 FEET IN DEPTH ALONG ALL OTHER STREETS, MEASURED FROM THE PUBLIC RIGHT-OF-WAY. THE MEASUREMENT SHALL BE DETERMINED AS OF THE TIME THAT THE PERMIT FOR CONSTRUCTION OR IMPROVEMENT IS ISSUED. EXCEPT FOR DRIVEWAYS, THE YARD SHALL EXTEND ALONG BOTH STREETS IN THE CASE OF A CORNER LOT. REQUIRED: 15 FT PROPOSED: 15 FT (B) AN APPROVED LANDSCAPE PLAN SHALL BE REQUIRED FOR ALL NEW COMMERCIAL, INDUSTRIAL, MULTIPLE RESIDENTIAL AND INSTITUTIONAL DEVELOPMENTS. FOR DEVELOPMENTS HAVING A CONSTRUCTION VALUE IN EXCESS OF $1,000,000, THE PLAN SHALL BE PREPARED BY A LANDSCAPE ARCHITECT REGISTERED AND LICENSED IN THE STATE. TO THE MAXIMUM EXTENT FEASIBLE, THIS SITE PLAN SHALL INCORPORATE ANY EXISTING VEGETATIVE FEATURES ON THE SITE; TO THE EXTENT THAT THE VALUE OF PRESERVED VEGETATION CAN BE DEMONSTRATED, A CREDIT TO THE MINIMUM EXPENDITURES FOLLOWING BELOW MAY BE ALLOWED. THE LANDSCAPE PLAN SHALL INCLUDE SIZE, LOCATION, QUANTITY AND SPECIES OF ALL PLANT MATERIALS AND THE METHOD OF MAINTENANCE. THE MINIMUM COST OF LANDSCAPING MATERIALS FOR THE PLAN SHALL BE A PERCENTAGE OF THE ESTIMATED BUILDING CONSTRUCTION COST BASED ON CURRENT MEANS CONSTRUCTION DATA AS FOLLOWS: (1) MULTIPLE RESIDENTIAL, 2½%; (2) COMMERCIAL, 2½%; (3) INSTITUTIONAL, 2½%; AND (4) INDUSTRIAL, 1½%. REQUIRED: 2 1 2% PROPOSED: TBD (C) THE CITY COUNCIL MAY REQUIRE A LANDSCAPE BOND TO ENSURE THAT ALL PLANT MATERIALS ARE PLANTED AND MAINTAINED FOR AT LEAST ONE YEAR. (D) LANDSCAPED ISLANDS SHALL BE PROVIDED IN PARKING LOTS CONTAINING MORE THAN 25 PARKING STALLS. TOTAL AREA OF ISLANDS SHALL BE AT LEAST 2% OF THE PARKING LOT AREA, EXCEPT THAT NO ISLAND SHALL BE LESS THAN THE SIZE OF A STANDARD PARKING STALL. ISLANDS SHALL BE SURROUNDED BY A CONCRETE CURB AND PROVIDED WITH A WEED RETARDANT MESH OR PLASTIC SHEETING. ISLANDS SHALL BE PLANTED WITH A MINIMUM 2½-INCH DIAMETER TREE AT THE RATE OF ONE TREE PER 150 SQUARE FEET OF ISLAND AREA. REQUIRED: 2% PROPOSED:( 1,050 SF (PARKING ISLAND) / ± 42,000 SF (PARKING LOT) ) = 2 1 2% 152.46 TREE PRESERVATION REQUIREMENTS. SIGNIFICANT TREES SHALL BE IN ACCORDANCE WITH THE CITY-APPROVED TREE PRESERVATION COMPONENT OF THE NATURAL RESOURCES MANAGEMENT PLAN. ALL SIGNIFICANT TREES ON THE PROPERTY, AS IDENTIFIED IN THE TREE PRESERVATION COMPONENT OF THE PLAN, SHALL BE TAGGED WITH THE COORDINATING NUMBER AS STATED IN THE PLAN BEFORE ANY PROJECT WORK BEGINS AND SHALL REMAIN TAGGED UNTIL COMPLETION OF THE PROJECT. TREE REMOVAL AND REPLACEMENT SHALL BE AS FOLLOWS (B)SIGNIFICANT TREE. ANY HEALTHY DECIDUOUS TREE MEASURING EIGHT INCHES OR GREATER IN DIAMETER, OR ANY CONIFEROUS TREE MEASURING SIX INCHES OR GREATER IN DIAMETER, AT FOUR AND ONE-HALF FEET ABOVE GRADE. (1) FOR INDIVIDUAL LOT DEVELOPMENT FOR COMMERCIAL, INDUSTRIAL, AND INSTITUTIONAL USES, 10% OF THE TOTAL NUMBER OF DIAMETER INCHES OF SIGNIFICANT TREES REMOVED MUST BE REPLACED WITH CALIPER INCHES WITHIN THE SUBJECT LOT. TREES REPLACED UNDER THIS REQUIREMENT MAY BE USED TO SATISFY PART OF THE LANDSCAPE REQUIREMENT FOR THE LOT; REQUIRED: (TOTAL REMOVED INCHES) 921 * 0.10 = 92.1 REPLACEMENT INCHES --SEE TREE REMOVAL SHEETS FOR REMOVALS-- PROPOSED: 188.5 REPLACEMENT INCHES (95 OVERSTORY INCHES, 47.5 CONIFEROUS INCHES, 46 UNDERSTORY INCHES SPECIES REQUIREMENTS: FINAL TREE SELECTIONS TO BE COORDINATED WITH NATURAL RESOURCE DEPARTMENT FAMILY: <15%GENUS: <10%SPECIES: <5% ROSACEAE -- (QTY:7) 6%BETULA -- (QTY:5) 4%BETULA NIGRA 'CULLY'-- (QTY:5) 4% CORNACEAE -- (QTY:2) 1.7%CERCIS -- (QTY:3) 2%CERCIS CANADENDSIS -- (QTY:3) 2% BETULACEAE -- (QTY:16) 13%CORNUS -- (QTY:2) 1.7%CORNUS ALTERNIFOLIA -- (QTY:2) 1.7% PINACEAE -- (QTY:18) 15%CELTIS -- (QTY:9) 7%CELTIS OCCIDENTALIS-- (QTY:9) 7% CUPRESSACEAE -- (QTY:6) 5%GLEDITSIA -- (QTY:7) 5%CRATAEGUS CRUS-GALLI INERMIS TM-- (QTY:2) 1.7% ULMACEAE -- (QTY:13) 11%GYMNOCLADUS -- (QTY:8) 6%GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE' TM-- (QTY:7) 5% MALVACEAE -- (QTY:3) 2%POPULUS -- (QTY:12) 10%GYMNOCLADUS DIOICA `ESPRESSO`-- (QTY:8) 6% FABACEAE -- (QTY:18) 15%QUERCUS -- (QTY:15) 13%OSTRYA VIRGINIANA -- (QTY:11) 9% FAGACEAE -- (QTY:15) 12%TILIA -- (QTY:3) 2%PLATANUS X ACERIFOLIA 'MORTON CIRCLE' TM -- (QTY:12) 10% SALICACEAE -- (QTY:12) 10%ULMUS -- (QTY:2) 1.7%POPULUS TREMULOIDES -- (QTY:12) 10% CANNABACEAE -- (QTY:9) 7%LARIX -- (QTY:11) 9%QUERCUS BICOLOR -- (QTY:6) 4% PINUS -- (QTY:7) 5%QUERCUS ELLIPSOIDALIS -- (QTY:9) 7% OSTRYA -- (QTY:11) 9%TILIA AMERICANA `SENTRY`-- (QTY:3) 2% AMELANCHIER -- (QTY:4) 3%PINUS ALBA-- (QTY:4) 3.4% CRATAEGUS -- (QTY:2) 1.7%ULMUS AMERICANA `JEFFERSON`-- (QTY:2) 1.7% PLATANUS -- (QTY:4) 3%ULMUS AMERICANA `LEWIS & CLARK`-- (QTY:5) 4.3% LARIX LARICINA-- (QTY:5) 4.3% AMELANCHIER X GRANDIFLORA 'AUTUM BRILLANCE'-- (QTY:5) 4.3% SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT CAL SIZE DECIDUOUS TREES BC2 6 HERITAGE® RIVER BIRCH / BETULA NIGRA 'CULLY'B & B 2.5"CAL Co2 7 COMMON HACKBERRY / CELTIS OCCIDENTALIS B & B 2.5"CAL GI2 7 SKYLINE THORNLESS HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM B & B 2.5"CAL GD2 2 KENTUCKY COFFEETREE / GYMNOCLADUS DIOICA `ESPRESSO`B & B 2.5"CAL OV 5 AMERICAN HOPHORNBEAM / OSTRYA VIRGINIANA B & B 3"CAL PL 4 LIBERTY LONDON PLANE TREE / PLATANUS X ACERIFOLIA `LIBERTY`B & B 2.5"CAL Pm 2 EXCLAMATION! LONDON PLANE TREE / PLATANUS X ACERIFOLIA `MORTON CIRCLE` TM B & B 3"CAL Pp 6 PRAIRIE GOLD ASPEN / POPULUS TREMULOIDES `NE ARB`B & B 2.5"CAL QB 9 SWAMP WHITE OAK / QUERCUS BICOLOR B & B 2.5"CAL QE 6 NORTHERN PIN OAK / QUERCUS ELLIPSOIDALIS B & B 2.5"CAL Tb 3 BOULEVARD LINDEN / TILIA AMERICANA `BOULEVARD`B & B 2.5"CAL UJ2 5 JEFFERSON AMERICAN ELM / ULMUS AMERICANA 'JEFFERSON'B & B 2.5"CAL UO 7 PRAIRIE EXPEDITION® AMERICAN ELM / ULMUS AMERICANA 'LEWIS & CLARK'B & B 2.5"CAL EVERGREEN TREES LL 8 TAMARACK / LARIX LARICINA B & B 7` PC 4 COLORADO SPRUCE / PICEA PUNGENS B & B 6` PW 3 WHITE PINE / PINUS ALBA B & B 7` ORNAMENTAL AG4 2 AUTUMN BRILLIANCE APPLE SERVICEBERRY / AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`B & B 2"CAL CA 2 PAGODA DOGWOOD / CORNUS ALTERNIFOLIA B & B 2"CAL Cv2 2 THORNLESS COCKSPUR HAWTHORN / CRATAEGUS CRUS-GALLI INERMIS TM B & B 2"CAL SYMBOL CODE COMMON / BOTANICAL NAME CONT SHRUBS Dl DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA 2 GAL Rg GRO-LOW FRAGRANT SUMAC / RHUS AROMATICA `GRO-LOW`2 GAL PERENNIALS BB BLONDE AMBITION BLUE GRAMA / BOUTELOUA GRACILIS `BLONDE AMBITION`1 GAL CB2 KOREAN FEATHER REED GRASS / CALAMAGROSTIS BRACHYTRICHA 1 GAL Dg GOLD DEW TUFTED HAIR GRASS / DESCHAMPSIA CESPITOSA `GOLDTAU`1 GAL EP CONEFLOWER / ECHINACEA PURPUREA 1 GAL Er RUBY STAR CONEFLOWER / ECHINACEA PURPUREA `RUBY STAR`1 GAL Ps SHENANDOAH SWITCH GRASS / PANICUM VIRGATUM `SHENANDOAH`1 GAL Sm2 BLUE HEAVEN LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM `MINNBLUEA`1 GAL SH PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS 1 GAL SYMBOL QTY COMMON / BOTANICAL NAME CONT GROUND COVERS PLANT SCHEDULE 40'80'20'0' PLANTING NOTES01 L415 SCALE: 1" = 40' Fi l e L o c a t i o n : N: \ 2 0 2 3 \ 2 3 4 8 5 _ K e l l e y P a r k A p p l e V a l l e y \ 2 3 4 8 5 _ W O R K I N G \ A U T O C A D \ S H E E T S \ 2 3 4 8 5 L 4 0 0 P l a n t i n g P l a n / S A V E D A T E : 3/ 1 8 / 2 0 2 5 1 1 : 3 0 A M B Y : mg u r a g a i n / P L O T D A T E : 3/ 1 8 / 2 0 2 5 2 : 1 1 P M B Y : Ma m a t a G u r a g a i n Revision Schedule Project Number Issue Date 100% CD SET 03-17-2025 COPYRIGHT © 2025 BY CONFLUENCE M C Y K TH E L I N E S H O W N A B O V E I S EX A C T L Y O N E I N C H L O N G A T T H I S SH E E T ' S O R I G I N A L P A G E S I Z E TH E S Q U A R E S A B O V E A R E C O L O R , WI T H B L A C K A N D W H I T E L E T T E R S , IF P R I N T E D C O R R E C T L Y 1 2 3 4 A B C D LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 901 North Third Street, Suite 225 Minneapolis, MN 55401 612.333.3702 KE L L E Y P A R K I M P R O V E M E N T S CI T Y O F A P P L E V A L L E Y 68 5 5 F O R T I N O S T R E E T AP P L E V A L L E Y , M N 23485 I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , OR R E P O R T W A S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D UN D E R T H E LA W S O F T H E S T A T E O F NA M E : SI G N A T U R E : DA T E : LI C . N o : LA N D S C A P E A R C H I T E C T MI N N E S O T A . 03 / 1 7 / 2 0 2 5 42 2 4 2 TE R R Y M I N A R I K No.Date Description PLANTING NOTES AND SCHEDULE L415 CITY OF APPLE VALLEY RESOLUTION NO. 2025 -___ A RESOLUTION APPROVING SETBACK VARIANCES FOR THE BANDSHELL BUILDING AT KELLEY PARK AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, pursuant to the City’s said regulations, a “Variance” is an exception granted by the City Council from the literal provisions of the zoning regulations where unique conditions exist which do not apply to the area in general; and WHEREAS, the City of Apple Valley is the owner of property located 6855 Fortino Street, and legally described as Lot 1, Block 1, Kelley Park, Dakota County, Minnesota (“Property”); and WHEREAS, City of Apple Valley Parks Department has filed an application for a variances to reduce the building setback from Galante Lane from 35’ to 20’ and the building setback from Fortino Street from 35’ to 23’ to construct a bandshell structure in the southwest corner of the Property, abutting Galante Lane and Fortino Street; and WHEREAS, the Apple Valley Planning Commission reviewed the variance request at a public meeting held on DATE, and recommended approval of the variance based on the following determination: 1. Kelley Park is located within the Central Village area – a pedestrian oriented, integrated mixed use development area that includes building, structures, and parking facilities with reduced setbacks. Central Village is in the zoning district “PD-739” (Planned Development No. 739) which sets out the minimum area requirements that include reduced setbacks. 2. Kelly Park was previously zoned “PD-739”, and the property was subject to the reduced setback requirements. The property was rezoned to “P” (Institutional) to remain consistent with the zoning of other publicly owned City Parks. The “P” zoning district requires increased setbacks in comparison to “PD-739”. 3. Kelley Park is surrounded by public streets on all four sides of the property. The building setbacks along streets in “P” zoning district are increased in comparison to internal property lines. It is not typical for a property to be completely surrounded by public streets. 4. Properties and buildings that are zoned “PD-739” and that are directly adjacent to Kelly Park include setbacks as close as 10’ to Galante Lane and Fortino Street. 2 5. The location of the bandshell is best suited for the existing grades of the site, helps to maximize lawn area for events that are held at the park, and is oriented best for sun as related to events. The location of the bandshell in relationship to the street parking area assists with staging and loading for events. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the two variances listed above to construct a bandshell structure in the southwest corner of the Property, abutting Galante Lane and Fortino Street on property located at 6855 Fortino Street and legally described as Lot 1, Block 1, Kelley Park is hereby approved, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the variance approval shall lapse. 2. Approval of the variance is subject to the issuance of and compliance with the building permit and Building Code requirements for the construction of the bandshell structure. 3. Construction shall occur in conformance with the approved site plan dated DATE, on file in City offices. 4. Construction shall occur in conformance with the elevation plan dated DATE, on file in City offices. 5. Construction shall occur in conformance with the landscape plan dated DATE, on file in City offices. 6. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer. No tree removal, site work or any other land disturbing activity shall occur until the NRMP is issued. 7. Construction shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction shall be limited to 8:00 a.m. to 5:00 p.m. Saturdays. 8. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 9. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. 10. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or 3 required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that issuance of the building permit is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this ____ day of _____, 20__. __________________________________ Clint Hooppaw, Mayor ATTEST: ___________________________________ Christina M. Scipioni, City Clerk CERTIFICATE I, Christina Scipioni, City Clerk, hereby certify that the above resolution is a true and correct copy of a resolution adopted by the City Council of the City of Apple Valley, Dakota County, Minnesota, on the ___ day of ______, 2025. ________________________________ Christina M. Scipioni, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2025 -___ A RESOLUTION APPROVING SETBACK VARIANCES FOR A RESTROOM AND PAVILION STRUCTURE AT KELLEY PARK AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, pursuant to the City’s said regulations, a “Variance” is an exception granted by the City Council from the literal provisions of the zoning regulations where unique conditions exist which do not apply to the area in general; and WHEREAS, the City of Apple Valley is the owner of property located 6855 Fortino Street, and legally described as Lot 1, Block 1, Kelley Park, Dakota County, Minnesota (“Property”); and WHEREAS, City of Apple Valley Parks Department has filed an application for a variance to reduce the building setback from 152nd Street West from 35’ to 20’ to construct a restroom and pavilion structure in the north-central area of the Property, adjacent to 152nd Street West; and WHEREAS, the Apple Valley Planning Commission reviewed the variance request at a public meeting held on DATE, and recommended approval of the variance based on the following determination: 1. Kelley Park is located within the Central Village area – a pedestrian oriented, integrated mixed use development area that includes building, structures, and parking facilities with reduced setbacks. Central Village is in the zoning district “PD-739” (Planned Development No. 739) which sets out the minimum area requirements that include reduced setbacks. 2. Kelly Park was previously zoned “PD-739”, and the property was subject to the reduced setback requirements. The property was rezoned to “P” (Institutional) to remain consistent with the zoning of other publicly owned City Parks. The “P” zoning district requires increased setbacks in comparison to “PD-739”. 3. Kelley Park is surrounded by public streets on all four sides of the property. The setbacks along streets in “P” zoning district are increased in comparison to internal property lines. It is not typical for a property to be completely surrounded by public streets. 4. Properties and buildings that are zoned “PD-739” and that are directly adjacent to Kelly Park include building setbacks as close as 10’ to 152nd Street West. 5. The restroom and pavilion structure will replace the existing restroom facility on 2 the Property. The new restroom and pavilion structure is located in the same area as the previous restroom facility. The restroom will utilize existing utilities that served the previous restroom facility. 6. The location of the restroom/pavilion structure is optimal in relationship to other activities and amenities at Kelley Park. The structure also blocks active play area from traffic along 152nd Street West. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the variance listed above to construct a restroom and pavilion structure in the north-central area of the Property, adjacent to 152nd Street West on property located at 6855 Fortino Street and legally described as Lot 1, Block 1, Kelley Park is hereby approved, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the variance approval shall lapse. 2. Approval of the variance is subject to the issuance of and compliance with the building permit and Building Code requirements for the construction of the bandshell structure. 3. Construction shall occur in conformance with the approved site plan dated DATE, on file in City offices. 4. Construction shall occur in conformance with the elevation plan dated DATE, on file in City offices. 5. Construction shall occur in conformance with the landscape plan dated DATE, on file in City offices. 6. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer. No tree removal, site work or any other land disturbing activity shall occur until the NRMP is issued. 7. Construction shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction shall be limited to 8:00 a.m. to 5:00 p.m. Saturdays. 8. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 9. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. 3 10. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that issuance of the building permit is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this ____ day of _____, 20__. __________________________________ Clint Hooppaw, Mayor ATTEST: ___________________________________ Christina M. Scipioni, City Clerk CERTIFICATE I, Christina Scipioni, City Clerk, hereby certify that the above resolution is a true and correct copy of a resolution adopted by the City Council of the City of Apple Valley, Dakota County, Minnesota, on the ___ day of ______, 2025. ________________________________ Christina M. Scipioni, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2025 -___ A RESOLUTION APPROVING SETBACK VARIANCES FOR THE EXPANDED PARKING FACILITY AT KELLEY PARK AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, pursuant to the City’s said regulations, a “Variance” is an exception granted by the City Council from the literal provisions of the zoning regulations where unique conditions exist which do not apply to the area in general; and WHEREAS, the City of Apple Valley is the owner of property located 6855 Fortino Street, and legally described as Lot 1, Block 1, Kelley Park, Dakota County, Minnesota (“Property”); and WHEREAS, City of Apple Valley Parks Department has filed an application for a variances to reduce the parking setback from Foliage Avenue from 20’ to 13’, the parking setback from 152nd Street West from 20’ to 10’, and the parking setback from Fortino Street from 20’ to 10’ to expand the parking facility on the east side of the Property, abutting Foliage Avenue, 152nd Street West, and Fortino Street; and WHEREAS, the Apple Valley Planning Commission reviewed the variance request at a public meeting held on DATE, and recommended approval of the variance based on the following determination: 1. Kelley Park is located within the Central Village area – a pedestrian oriented, integrated mixed use development area that includes building, structures, and parking facilities with reduced setbacks. Central Village is in the zoning district “PD-739” (Planned Development No. 739) which sets out the minimum area requirements that include reduced setbacks. 2. Kelly Park was previously zoned “PD-739”, and the property was subject to the reduced setback requirements. The property was rezoned to “P” (Institutional) to remain consistent with the zoning of other publicly owned City Parks. The “P” zoning district requires increased setbacks in comparison to “PD-739”. 3. Kelley Park is surrounded by public streets on all four sides of the property. The parking setbacks along streets in “P” zoning district are increased in comparison to internal property lines. It is not typical for a property to be completely surrounded by public streets. 4. Properties with parking facilities that are zoned “PD-739” and that are directly adjacent to Kelly Park include setbacks as close as 5’ to public streets. 2 5. The existing parking facility at Kelley Park does not adequately serve the parking demands, specifically during events held at the park throughout the year. 6. The expanded parking facility will increase parking stall count and will utilize the existing accesses off of 152nd Street West and Fortino Street – this is less disturbance than completely removing the existing parking, adding new access spaces, and relocating parking. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the variances listed above to expand the parking facility on the east side of the Property, abutting Foliage Avenue, 152nd Street West, and Fortino Street on property located at 6855 Fortino Street and legally described as Lot 1, Block 1, Kelley Park is hereby approved, subject to all applicable City Codes and standards, and the following conditions: 1. Construction shall occur in conformance with the approved site plan dated DATE, on file in City offices. 2. Construction shall occur in conformance with the approve landscape plan dated DATE, on file in City offices. 3. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer. No tree removal, site work or any other land disturbing activity shall occur until the NRMP is issued. 4. Construction shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction shall be limited to 8:00 a.m. to 5:00 p.m. Saturdays. 5. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 6. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. 7. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that issuance of the building permit is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by 3 the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this ____ day of _____, 20__. __________________________________ Clint Hooppaw, Mayor ATTEST: ___________________________________ Christina M. Scipioni, City Clerk CERTIFICATE I, Christina Scipioni, City Clerk, hereby certify that the above resolution is a true and correct copy of a resolution adopted by the City Council of the City of Apple Valley, Dakota County, Minnesota, on the ___ day of ______, 2025. ________________________________ Christina M. Scipioni, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2025-___ A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR KELLEY PARK IMPROVEMENTS AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, institutional and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of a building permit authorization of proposed 3,650 square foot bandshell building, 460 square foot restroom building and attached pavilion, and other improvements to Kelley Park has been requested by The City of Apple Valley Parks Department, on property legally described as Lot 1, Block 1, Kelley Park, Dakota County, Minnesota; and WHEREAS, the Apple Valley Planning Commission reviewed the development plans and recommended approval at its regular meeting on DATE. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for Kelley Park bandshell building, restroom and attached pavilion, and other improvements is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. Construction shall occur in conformance with the site plan dated DATE, including parking lot paving and a non-surmountable concrete curb and gutter. a. Setbacks to all structures and parking areas shall be shown on the site plan prior to issuance of a building permit. 3. Construction shall occur in conformance with the landscape plans dated DATE (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City’s 2½% landscaping requirement at the time of building permit application. 4. Construction shall occur in conformance with the elevation plans dated DATE. Any subsequent material updates or alterations shall be approved by the City Council. 2 5. Subject to all conditions noted in the City Engineer’s memo dated DATE, on file with the City. 6. Subject to all conditions noted in the Building Official’s memo dated DATE, on file with the City. 7. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3) (a) (b) of the city code. 8. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 9. Infiltration areas shall be constructed in conformance with the City standards and the property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of infiltration areas. 10. Site and building lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines light to the property and shall be installed in conformance with Section 155.353 of the city code. a. A photometric plan will be required for review prior to issuance of a building permit. 11. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the erection of any signs. 12. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays during the hours of 8:00 a.m. to 5:00 p.m. 13. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 14. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 3 15. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. 16. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this ____ day of _______, 2025. __________________________________ Clint Hooppaw, Mayor ATTEST: ________________________ Christina M. Scipioni, City Clerk CITY OF MEMO Public Works TO: Sydnee Stroeing, Associate City Planner FROM: Evan Acosta, Assistant City Engineer DATE: April 11, 2025 SUBJECT: Kelley Park Plans and Addendum #1 Dated 03/28/2025 Sydnee, The following are comments regarding the Kelley Park Preliminary Site Plans and Addendum #1 dated March 28, 2025. Please include these comments as conditions of approval. General 1. The City’s Civil Engineer has compiled suggested plan revisions for the applicant and shared with them to be incorporated into the final design. 2. All work and infrastructure within public easements or right of way shall be to City standards. 3. Record plan asbuilts are required for all Civil plan sheets. The irrigation reuse system shall also have a certification from the engineer of record that it was properly installed and functioning. 4. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing 5. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 6. Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. 7. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shutdowns and/or connections. 8. A stormwater maintenance agreement will be required for the infiltration basins. 9. Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. Site 10. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 11. Pavement section for public roadways shall match existing roadways and be shown on the plans. 12. Final signage plan and details (i.e. pedestrian crossing signage, ADA, directional signs, no parking, buffer/storm water signs, no snow storage in storm water basins, etc…) to be approved by City Engineer. 13. Provide applicable City Detail Plates on the detail sheets for work within ROW. Permits 14. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 15. Department of Labor and Industry (DOLI) shall review private utilities. 16. A right of way permit will be required for all work within public easements or right of way. 17. The applicant will be subject to the requirements of the State NPDES Construction Storm water Permit. The applicant must provide proof of permit. Grading & Drainage Plan 18. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 19. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 20. Provide a detail for the proposed infiltration basins. Storm Sewer 21. Final Storm Sewer plans shall be reviewed and approved by the City Engineer. 22. Provide a profile of the CBMH 15 – EX STMH 10 storm run. 23. Provide cross section details for the proposed filtration basins. Sanitary Sewer and Water main 24. Final locations and sizes of the sanitary sewer and watermain shall be reviewed with the final construction plans and approved by the City Engineer. • Coordinate all sewer and water service connections with the City’s Civil Engineer and Utilities Department. 25. Watermain shall have a bury depth of at least 8.0 feet. Landscape and Natural Resources 26. Applicant should provide detail on snow storage locations. 27. Applicant to establish 4-6 inches of topsoil as part of site grading. 28. Any impacts to existing stormwater management features must mitigate for the impacted treatment volume. 29. Tree planting plan must follow 15-10-5 diversity rule. 30. Applicant may wish to provide pretreatment prior to discharge to infiltration basin. 31. Applicant will be required to execute a stormwater maintenance agreement with the City prior to work occurring. 32. Applicant to protect and transplant as many healthy trees as possible. If the basketball court does not happen, we should protect the trees in the area. Please include detail plates for tree installation and tree protection zone fencing. City of MEMO Building Inspections TO: Sydnee Stroeing, Associate Planner FROM: George Dorn, Building Official DATE: Aril 11, 2025 SUBJECT: Kelley Park  SAC determination is required from Met Council prior to permit issuance from the city.  Geotechnical Report, Boring Log and Special Inspector Agreement are required prior to permit and soil corrections on site.  Indicate Trash and recycling area calculations, Per MSBC 2020 1303.1500 Subpart 1, recycling space is required in accordance with Table 1-A on plans issued for permit. Please designate this recycling space at the time of permit submittal.  Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, sanitary and storm design.  Architectural, Structural and Civil plans are required to be signed with the permit application.  Per MSAC 502.4.4, the access aisles for the accessible areas shall be marked with a designation sign that says “no parking”. Review areas under consideration for accessible parking areas.  Diaper changing tables shall be permitted on the wall facing the front of the water closet in family or assisted-use toilet rooms and bathing rooms. They are not allowed on the side wall. Room 106 Page A201. See MSAC 604.3.3  RPZ is required as indicated on page AQ310 3D Reference view for splash pad. A test report will be required prior to turning on the water.  Backflow prevention required on the water inlet to the underground storage vault used for irrigation. A testing report will be required prior to turning on the water. Water meter is also required to monitor the water usage going into the underground vault.  How will the level of domestic water be monitored to auto fill the vault?  I don’t see a water line or sanitary sewer line from the drinking fountain/dog bowls on the civil plans, please revise drawings to depict this area.  Footing depth for the signs indicate 3’5” on L510, frost depth for our area is 42”.  2% of tables for the public are required to be accessible, page L511  All water lines shall be protected from freezing by the Minnesota State Plumbing Code.  Will the accessible route to the Bandshell stage floor be designed at 1:20? Or will the route be designed by a ramp? If so the design must follow all the MSAC 405 requirements with a maximum rise of 30 inches. It appears the elevation change is more than that. Will there be a need for a switchback wheelchair ramp? If so consider that in the design.  Glass used in handrails and guards shall be in accordance with MSBC 2407.  Provide details for the adult changing station verifying structural capacity, connection details, weight limit, user belt, tipping prevention, etc.  Provide elongated toilet bowls for public per MSPC 411.1 I T E M: 6.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :A pril 16, 2025 S E C T I O N:Other Business Description: Review of Upcoming S chedule and Other Updates S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Next P lanning Commission Meetings: Wednesday, May 7, 2025 - 7:00 p.m. Applications due by 9:00 a.m. on Wednesday, April 9, 2025. Wednesday, May 21, 2025 - 7:00 p.m. Applications due by 9:00 a.m. on Wednesday, April 23, 2025. Next City Council Meetings: T hursday, April 24, 2025 - 7:00 p.m. T hursday, May 8, 2025 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A