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HomeMy WebLinkAbout2025-07-02 Agenda Packet Meeting Location: Municipal Center 7100 147th Street West Apple Valley, Minnesota 55124 July 2, 2025 Planning Commission Tentative Agenda 7:00 PM 1. Call To Order 2. Approve Agenda 3. Consent Agenda Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a councilmember or citizen requests to have any item separately considered. It will then be moved to the regular agenda for consideration. A. Approve Minutes of June 18, 2025 Regular Meeting 4. Public Hearings A. Snap Fitness Extended Hours Conditional Use Permit LOCATION: 15115 Dove Trail APPLICANT: Geoffrey Wyatt B. Village of Founders Circle 3rd Addition - Picklehall 1. Consider an ordinance amending Article 31, Planned Development No. 739 2. Consider Final Plat for Village of Founder's Circle 3rd Addition 3. Consider Site Plan Review and Building Permit Authorization LOCATION: Lots 1 & 2, Block 3, Village of Founders Circle 2nd Addition APPLICANT: Markid II Properties, LLC 5. Land Use / Action Items A. Provide Direction to Staff on Public Hearings for Variance Applications 6. Other Business A. Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, July 16, 2025 - 7:00 p.m. Planning Commission - Wednesday, August 6, 2025 - 7:00 p.m. City Council - Thursday, July 10, 2025 - 7:00 p.m. City Council - Thursday, July 24, 2025 - 7:00 p.m. 7. Adjourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's website at www.applevalleymn.gov ITEM: 3.A. MEETING DATE: July 2, 2025 SECTION: Consent Agenda Description: Approve Minutes of June 18, 2025 Regular Meeting Staff Contact: Breanna Vincent, Department Assistant Department / Division: Community Development Action Requested: Approve minutes of the regular meeting of June 18, 2025. Summary: The minutes of the regular Planning Commission meeting is attached for your review and approval. Background: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. Budget Impact: N/A Attachments: 1. Minutes CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES June 18, 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, Dave Schindler, Phil Mahowald, Becky Sandahl, and Douglas Hlas Member(s) Absent: Paul Scanlan, Jeff Prewitt City staff members attending: CD Director Tim Benetti, City Engineer Brandon Anderson, Planner Carter Hayes, 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. MOTION: Commissioner Schindler moved, seconded by Commissioner Mahowald, approving the agenda. Roll call vote: Ayes - 5 – Nays – 0. 3. CONSENT ITEMS A. Approval of Minutes of May 7, 2025 MOTION: Commissioner Schindler moved, seconded by Commissioner Mahowald, approving the minutes of May 7, 2025. Roll call vote: Ayes - 5 – Nays – 0. 4. PUBLIC HEARING A. 7 Brew – Site Plan & Building Permit Authorization, Conditional Use Permit, and Variance for Lot 1, Block 1, McDonalds at Orchard Place Chair Kurtz opened the public hearing. Planner Hayes provided a brief presentation. Commissioner Mahowald asked for clarification on the order lanes and the traffic flow. Planner Hayes stated that the two lanes operate similar to Chik-fil-a, where employees would be outside at both lanes taking orders. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes June 18, 2025 Page 2 of 3 Commissioner Hlas asked if the neighboring site will also be operating at the earlier start time of 5:30 a.m. Planner Hayes stated that the neighboring site is McDonalds which will be open 24 hours. The applicant, Zac Hoang, was present for questions. Mr. Hoang stated that the drive-through will operate similar to Chik-fil-a where the employees will have iPads and will work down the drive-through lane taking orders. The employees then hand off the drink to the customer. The employees are outside year-round. With no further comments, Chair Kurtz closed the public hearing. MOTION: Commissioner Sandahl moved, seconded by Commissioner Mahowald, to recommend approval of a conditional use permit to allow a drive-through in conjunction with a Class III Neighborhood Restaurant. Roll call vote: Ayes – 5 – Nays – 0. MOTION: Commissioner Hlas moved, seconded by Commissioner Schindler, to recommend approval of a variance to allow extended hours of operation for a Class III restaurant from 6:00 a.m. – 11:00 p.m. to 5:30 a.m. – 11:00 p.m. Roll call vote: Ayes – 5 – Nays – 0. MOTION: Commissioner Mahowald moved, seconded by Commissioner Schindler, to recommend approval of a Site Plan and Building Permit Authorization for a 510 sq. ft. drive-through coffee shop, subject to conditions 1 through 17 in the draft resolution. Roll call vote: Ayes – 5 – Nays – 0. 5. LAND USE None 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes June 18, 2025 Page 3 of 3 The next Planning Commission meeting is scheduled for Wednesday, July 2, 2025, 7:00 p.m. The next City Council meeting is Thursday, July 10, 2025, 7:00 p.m. 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Schindler moved, seconded by Commissioner Mahowald, to adjourn the meeting at 7:18 p.m. Roll call vote: Ayes – 5 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 07/02/2025 . Jodi Kurtz, Chair ITEM: 4.A. MEETING DATE: July 2, 2025 SECTION: Public Hearings Description: Snap Fitness Extended Hours Conditional Use Permit LOCATION: 15115 Dove Trail APPLICANT: Geoffrey Wyatt Staff Contact: Sydnee Stroeing, Associate Planner Department / Division: Community Development Action Requested: Open the public hearing, receive comments from the public, and close the public hearing. It is the policy of the Planning Commission to not take action on an item on the night of its public hearing. However, if there are no outstanding public comments or questions, and the Planning Commission concurs, staff recommends the following action: 1. Recommend approval of a conditional use permit (CUP) to allow 24-hour operation of a Snap Fitness facility at 15115 Dove Trail subject to conditions 1 through 3. Summary: The City has received a conditional use permit (CUP) request from Geoffrey Wyatt (applicant) to extend the hours of operation for a health and fitness facility located at 15115 Dove Trail (subject property). The proposed health and fitness facility is a Snap Fitness located in a previous CVS Pharmacy building. The subject property is within Planned Development No. 629 (PD-629), Zone 4. Section A22-6(C)(5) states "Hours of operation. For projects which are within 1,000 feet of a residentially- zoned area, operation shall be prohibited between 1:00 a.m. and 6:00 a.m. each day. All deliveries and loading shall be done during normal hours of operation". A CUP may be requested to extend the hours of operation in excess of those previously listed per Section A22-3(B)(2). The applicant seeks to operate the Snap Fitness facility 24-hours, 7 days a week. Recommended Conditions: 1. Deliveries and loading associated with the operations of Snap Fitness shall be done during normal business hours. 2. Any exterior modifications shall be brought back to the City for further consideration and approval. 3. The conditional use permit may be revoked for cause if the terms of (1) through (2) preceding are not adhered to. Background: On June 12, 2025, the City Council reviewed a request from the applicant to allow the use of a health and fitness facility within PD-629, Zone 4. Previously, a health and fitness facility was not explicitly permitted within the subzone. The Council has the authority to determine if a use not otherwise listed as a permitted use is allowable and, further, Section A22-2(D) provides that retail operations are limited in the PD subzone unless otherwise specifically approved by the City Council. It was determined that a health and fitness facility is similar in type, purpose, intensity, and service to other permitted uses within Zone 4. The Resolution of approval is attached for reference. The purpose of PD-629 is to provide for an integrated mix of low and moderate density residential uses (Zone 1-3) as well as neighborhood convenience retail (Zone 4). The underlying zoning district for Zone 4 is the Neighborhood Convenience Center (NCC) district. Within the NCC district, hours of operation are prohibited from 1:00 a.m. to 6:00 a.m. for projects within 1,000 feet of a residentially zoned area, which is why Zone 4 also has hours of operation limitations. There are four properties within Zone 4 consisting of a Kwik Trip, Sterling State Bank, a closed CVS Pharmacy, and a property that consists of a parking lot that served the CVS property. The Kwik Trip located east of the subject property has an approved CUP for extended hours of operation that allow the store to open at 5:00 a.m. The applicant has stated that the Snap Fitness business model traditionally operates 24-hours a day and provides benefits to members and the broader community for the following reasons: • Offers flexibility for members with non-traditional schedules • Provides a consistent member experience across Snap Fitness locations • Operational efficiency and member safety - the facility is access-controlled and utilizes security to operate safely • Alleviates peak-hour congestion The building permit for Snap Fitness has been reviewed by all relevant departments and has been approved. The existing CVS building will be utilized and renovated. The building plans show the interior being remodeled with exercise spaces, locker rooms, sauna and massage spaces, offices, and storage rooms. It appears that no exterior work is being proposed other than new signage. The existing parking lot will adequately serve the site based on the required parking minimums for recreation facilities. Budget Impact: N/A Attachments: 1. Location Map 2. Zoning Map 3. Applicant Correspondence 4. Draft CUP Resolution 5. Resolution Approving Use DOD D B L V D 150TH ST W D U N D E E A V E 152ND ST W DU P O N T P A T H DO V E T R L 148TH CT DUN B A R B L V D DUNBAR CT 14 9 T H C T ECHO WAY DUNW O O D T R L DR E S D E N T R L 152 N D C T DI A M O N D P A T H S E R V I C E R D CO R R I G A N C T DUN D E E A V E 149T H C T 150TH ST W ^ ¯Snap Fitness Location Map Subject Property 0 410205 Feet City of Rosemount 3 2 2 2 4 4 1 1 1 3 A R-3 R-3 R-3 PD-629 PD-629 DOD D B L V D 150TH ST W D U N D E E A V E 152ND ST W DU P O N T P A T H DO V E T R L 148TH CT DUN B A R B L V D DUNBAR CT 14 9 T H C T ECHO WAY DUNWOOD TRL DR E S D E N T R L 152 N D C T DI A M O N D P A T H S E R V I C E R D CO R R I G A N C T DUN D E E A V E 149T H C T 150TH ST W ^ ¯Snap Fitness Zoning Map Subject Property 0 410205 Feet City of Rosemount 1 Sydnee Stroeing From:Geoff Wyatt <topace4@aol.com> Sent:Wednesday, June 25, 2025 3:09 PM To:Sydnee Stroeing Subject:Re: Snap Fitness - 15115 Dove Trail Sydnee, To answer your questions in order: #1) The only deliveries we ever receive are paper products from Cintas once every/other week – usually late morning between 10a and 12p. Any other deliveries would be highly random and by UPS or FedEx during staffed hours for a replacement part that broke on a piece of equipment. Other than that - outside of our initial buildout we don't get deliveries. #2) The vast majority of membership usage occurs between 5am and 11pm. Between Midnight at 5am is when we have lowest volume of attendance – usually less than 25 people during that time period. The folks that do come in during that window usually have to be to work at 4am or 5am and come in before work. #3) Operating 24 hours is a core part of the Snap Fitness business model, and it provides significant benefits to both our members and the broader community: Flexibility for Members with Non-Traditional Schedules: Many of our members work early morning shifts, overnight jobs, or have family obligations that make typical gym hours impractical. A 24/7 facility ensures that everyone — from nurses and first responders to shift workers and parents — has access to fitness when it works for them. Consistent Member Experience Across Locations: Snap Fitness is a nationally recognized brand known for its 24-hour access. Members expect consistent access and convenience regardless of the specific location they use. Maintaining this model at our Apple Valley site ensures continuity with the brand and avoids customer confusion or dissatisfaction. 2 Operational Efficiency & Member Safety: The facility is access-controlled with secure, monitored entry. Our Apple Valley location will be equipped with 24/7 surveillance, emergency alert systems, and automated lighting and climate control, allowing us to operate safely with minimal staffing during off-hours. Alleviates Peak-Hour Congestion: By allowing workouts during late-night and early-morning hours, 24-hour access spreads usage throughout the day, reducing peak-hour crowding and enhancing the experience for all members. In short, 24-hour operation supports wellness for a broader segment of the community by providing accessible fitness options to all members of the community, ensures brand consistency, and improves both user experience and business viability. I do plan to attend the planning commission meeting next week which I believe is also the public hearing on this CUP. I assume that it will be at the city council chambers again – is the meeting at 7pm again on 7/2/25? Thank You, Geoff  any daily/weekly/monthly standard deliveries for your business operations? The zoning district states that deliveries shall be done during normal business hours.  Is there an average number or percentage of users who use the gym during the late night/early morning hours at other Snap Fitness facilities in the area (or your previous location)?  Provide a brief explanation as to why operating 24 hrs is beneficial to your business model and to customers/members. On Wednesday, June 25, 2025 at 02:57:12 PM CDT, Sydnee Stroeing <sydnee.stroeing@applevalleymn.gov> wrote: CITY OF APPLE VALLEY RESOLUTION NO. 2025-__ A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR EXTENDED HOURS OF OPERATION AT SNAP FITNESS 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, Chapter 155-Appendix F, Article 22, governs Planned Development Designation No. 629, setting forth the permitted uses, conditional uses, accessory uses, minimum area requirements, and special performance standards for Planned Development No. 629; and WHEREAS, Section A22-6(C)(5) prohibits hours of operation of projects within 1,000 feet of a residentially zoned area from 1:00 a.m. to 6 p.m., and Section A22-3(B)(2) allows for hours of operation in excess of those previously listed by conditional use; and WHEREAS, approval of a Conditional Use Permit for 24-hour operation of a Snap Fitness facility has been requested by Geoffrey Wyaat, and the property owner, SCP 2007-C27-067, LLC, on property legally described as Lot 2, Block 1, Prairie Crossing Commercial 2nd Addition (hereinafter the “Property”); and WHEREAS, on DATE, a public hearing before the Apple Valley Planning Commission was held for the review of the Conditional Use Permit request; and WHEREAS, on DATE, the Apple Valley Planning Commission recommended approval of the Conditional Use Permit request subject to certain conditions; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that a Conditional Use Permit for 24-hour operation, within Planned Developed No. 629, Zone 4 on the Property, legally described above, is approved subject to and the following conditions: 1. Deliveries and loading associated with the operations of Snap Fitness shall be done during normal hours of operation. 2. Any exterior modifications shall be brought back to the City for further consideration and approval. 3. The conditional use permit may be revoked for cause if the terms of (1) through (2) preceding are not adhered to. 2 ADOPTED this __ day of _____, 2025. ___________________________________ Clint Hooppaw, Mayor ATTEST: _____________________________________ Christina M. Scipioni, City Clerk CERTIFICATE I, Christina Scipioni, Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council on DATE, the original of which is in my possession, dated this _____day of ______________________, 2025. ____________________________________ Christina M. Scipioni, City Clerk THIS INSTRUMENT WAS DRAFTED BY: City of Apple Valley, Minnesota Attn: Community Development Department 7100 147th Street West Apple Valley, MN 55124 (952) 953-2500 Project No. PC25-11-C CITY OF APPLE VALLEY RESOLUTION NO.2025-95 A RESOLUTION APPROVING THE USE OF A HEALTH AND FITNESS FACILITY IN PLANNED DEVELOPMENT NO. 629, ZONE 4 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, Chapter 155-Appendix F, Article 22, governs Planned Development Designation No. 629, setting forth the permitted uses, conditional uses, accessory uses, minimum area requirements, and special performance standards for Planned Development No. 629; and WHEREAS, the applicant, Geoffery Wyatt, and the property owner, SCP 2007 C27 067 LLC, have requested to allow a health and fitness facility as a permitted use within Planned Development No. 629, Zone 4, for the property located at 15115 Dove Trail, and legally described as Lot 2, Block 1, Prairie Crossing Commercial 2nd Addition; and WHEREAS, Section A22-2(D) sets forth the permitted uses of Zone 4 of Planned Development No. 629 which include, among others the following: Offices for doctors, dentists, lawyers, realtors, veterinarians (no outdoor animal pens allowed), insurance agents, and similar uses to serve the adjoining residential area. **** Day-care centers; and Retail operations selling personal services or goods over-the-counter; and WHEREAS, the Council has the authority to determine if a use not otherwise listed as a permitted use is a similar use and further, Section A22-2(D) provides that retail operations are limited to the uses stated unless otherwise specifically approved by the City Council; and WHEREAS, the Apple Valley City Council reviewed the requested health and fitness facility use and finds that a health and fitness facility is similar in type, purpose, intensity, and service as a medical/health office, a daycare center, and a commercial retail use. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that a health and fitness facility is an approved permitted use within Planned Development No. 629, Zone 4. ADOPTED this 12th day of June, 2025. n . _._._.............__ Clint Hooppaayor ATTEST: Christina M. Scipioni, City C M ITEM: 4.B. MEETING DATE: July 2, 2025 SECTION: Public Hearings Description: Village of Founders Circle 3rd Addition - Picklehall 1. Consider an ordinance amending Article 31, Planned Development No. 739 2. Consider Final Plat for Village of Founder's Circle 3rd Addition 3. Consider Site Plan Review and Building Permit Authorization LOCATION: Lots 1 & 2, Block 3, Village of Founders Circle 2nd Addition APPLICANT: Markid II Properties, LLC Staff Contact: Terri Dill, City Planner Department / Division: Community Development Action Requested: Open the public hearing, receive comments, and close the public hearing. It is the policy of the Planning Commission not to act on an item on the night of the public hearing. The Planning Commission, however, may consider making a final recommendation to the City Council if adequate information has been provided to make a recommendation. If the Planning Commission concurs, staff recommends approval of the following: 1. Ordinance Amending Article 31, Planned Development No. 739 2. Village of Founders Circle 3rd Addition Final Plat 3. Site Plan Review and Building Permit Authorization Summary: The applicant, Markid II Properties, LLC, is requesting approvals to allow construction of a 56,500 square foot indoor pickleball facility and food/beer hall. The application requests include an amendment to Planned Development No. 739 to allow indoor commercial recreation as a permitted use, a final plat to consolidate two existing parcels into one lot, and site plan and building permit authorization. The site is located at the northeast corner of 153rd Street West and Garrett Avenue. Surrounding land uses include Apple Ford to the north, US Post Office to the west, Risor Apartments to the south, and GrandStay Hotel, and public parking lot owned by the City to the east. The subject property consists of two existing parcels on 3.77 acres that were platted in 2006. The request includes a final plat to combine the parcels into one lot to accommodate the Picklehall facility. The proposed business includes 18 indoor pickleball courts which will be used for recreational play. The eastern portion of the building includes two stories with office space, a pro shop, two food hall vendors, beer hall, and overhead glass doors leading to an outdoor patio area on the east and south sides of the building. The upper level includes two additional food vendors and additional seating overlooking the pickleball courts. The beer hall component includes self-serve beer taps. Background: Comprehensive Plan The subject property is currently guided Mixed Use (MIX) on the 2040 Comprehensive Plan Future Land Use Map. Mixed Use designations include a mix of retail and service businesses, office, institutional, medium and high-density residential, public uses, and park and recreation uses. The proposed pickleball facility complies with the future land use plan. Zoning The property is currently zoned PD-739/Zone 4 (Planned Development). Permitted uses in Zone 4 include the following: antique or gift shops; appliance store (sales and/or repair); art and school supply store; bakery; bank and savings and loan; barbershop; beauty salon; bicycle sales; books; stationery and office supplies; candy; camera and photographic supplies; carpet and rug sales; catering services; china and glassware sales; clothing and costume sales and rental; coin operated amusement devices and similar facilities; department store; drugstore; dry cleaning; dry goods; electronic sales and/or service; florist; furniture store; garden supplies; grocery; hardware store; hobby store; interior decorating; jewelry and watch repair; laundromat; leather goods and luggage; locksmith; musical instruments; nail salon, on-sale liquor, wine or 3.2 beer in conjunction with a Class I restaurant facility; paint and wallpaper sales; photography studio; pipe and tobacco shop; recorded music sales; Class I, II, or III restaurant (no drive through facilities allowed), subject to the installation of state of the art ventilation equipment in restaurants where applicable; shoe sales or repair; sporting goods; tailoring; theater (except open air drive-in); toy store; video rental and sales. The proposed use is not listed as a permitted or conditional use. The applicant has requested an amendment to the planned development ordinance to allow for indoor commercial recreation facility as a permitted use. Site Plan The site will gain access from Garrett Avenue and Gallivant Place. The proposed building will be orientated with the front entrance facing north. Outdoor patio seating is proposed on the south and east sides of the building, which will be fenced with black ornamental fencing. The building meets the required setbacks established for PD-739. A total of 160 parking spaces are included within the proposed parcel. However, there are 38 on- street parking spaces along Gallivant Place, and 128 public parking spaces located in the City parking lot to the east. With additional public parking available, staff is comfortable with the number of parking spaces proposed. Sidewalk will be constructed in front of the building, providing pedestrian connections to existing sidewalks located along Garrett Avenue and Gallivant Place. Additional pedestrian connections are provided on the east, south, and west sides of the building. Landscape Plan The applicant will need to meet landscape requirements within the Zoning Code, which requires landscape improvements equal to 2.5% of the estimated building construction costs. The proposed landscape plan provides trees along the south and east property lines, foundation plantings, and parking lot island plantings. The final landscape plan will need to be submitted for City staff review and approval prior to the issuance of a building permit. Architecture The proposed building materials include precast panels with an exposed brick finish. All exterior finishes shall be integrally colored; no painted materials are allowed. The building elevations also incorporate large amounts of glass with the use of curtain walls on the east, north, and south and overhead glass doors opening to the patio areas. Accent materials include wood look metal panels, profile panels, and metal sunshades. The primary colors of the building include black with a mix of lighter shades of gray for contrast to give a contemporary look. The proposed use of materials is consistent with requirements. The overall design includes higher finishes along the east, north, and south elevations where the food hall and patio area are located. Budget Impact: N/A Attachments: 1. 2025-06-27 Picklehall Engineering Review Memo 2. Ordinance 3. Resolution - Final Plat 4. Resolution - Issuance Builidng Permit 5. Location Map - Village of Founder's Circle 6. Zoning Map - Village of Founder's Circle 7. 2025-06-24 Picklehall - Civil and Landscape Plans 8. 2025-06-25 Picklehall Architectural City of Apple Valley Public Works | Engineering MEMORANDUM DATE: June 27, 2025 TO: Terri Dill, City Planner FROM: Evan Acosta, Assistant City Engineer SUBJECT: Village of Founders Circle 2nd Addition (Picklehall) Site Plan Review per plans dated 06/04/2025 Terri, The following are comments regarding the Picklehall preliminary site plans dated June 4, 2025. Please include these comments as conditions of 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 maintenance agreement will be required for the pretreatment structure(s) on the property. 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. Permits 9. 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. 10. Department of Labor and Industry (DOLI) shall review private utilities. 11. A right of way permit will be required for all work within public easements or right of way. 12. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 13. Since the site will be disturbing more than 1 acre and creating more than 1 acre of new impervious. The applicant will be subject to the requirements of the State NPDES Construction Storm water Permit. The applicant must provide proof of permit. City of Apple Valley Public Works | Engineering MEMORANDUM Site 14. Final Site Plan subject to City Engineer Approval. 15. The sidewalk leading to the dumpster location should have connectivity to the sidewalk on Garrett Avenue. 16. A traffic memo and trip generation report has been provided by the applicant. A full access on Garrett Avenue is acceptable. 17. The City and developer will coordinate an enhanced pedestrian crossing across Gallivant Place. The City currently has an active contract to complete pavement replacement, spot curb and gutter repair, and ADA improvements in Central Village. 18. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 19. Pavement section for public roadways shall match existing roadways and be shown on the plans. 20. Show the location of manholes and gate valves and hydrants on the site plan. 21. 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. 22. 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 23. Driveway Apron shall be per City of Apple Valley standard detail plate STR-5. 24. All retaining walls over 48” from bottom of footing to the top of wall shall be designed and certified by a structural engineer and submitted to building inspections for final approval. Retaining walls over 4’ will require a fence above the wall. Provide additional details and/or specifications for retaining wall block. Retaining walls shall be privately owned and maintained. Retaining walls are not allowed in drainage and utility easements without an approved encroachment agreement. 25. Show locations of proposed lighting fixtures for parking lots and site. 26. Site plan should show site line triangles at access entrances as well as on the landscape plan 27. Drainage and utility easements should be shown on Plans. Grading & Drainage Plan 28. Grading limits are shown crossing the property lines to the north and south. There is no concern on the shared grading between the proposed Seven Brew and McDonald’s lot. However, a letter from the property owner to the north (Health Partners Clinic) is required to grade on their property. 29. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 30. Final Grading Plans shall be reviewed and approved by City Engineer. 31. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 32. Label the EOF’s on the grading plan. City of Apple Valley Public Works | Engineering MEMORANDUM 33. Provide elevations for top & bottom of all retaining walls. Storm Sewer 34. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 35. Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). 36. Provide a pre-sedimentation cell or pretreatment device/s, such as a SAFL Baffle or approved equal and sump prior to discharging into the public storm sewer in an additional separate MH. Sump structures as shown in City “Catch Basin Manhole with Sump” detail STO-5S. Any sumps shall be privately maintained and routinely cleaned as the accumulated sediment will be from the private parking lots and roadways. 37. 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. 38. 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 Sanitary Sewer and Water main 39. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 40. 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. 41. Provide gate valves on all water lines going into the buildings including fire suppression lines in accordance with City Detail plate SER-6. 42. Remove unused sanitary and water services to the main and indicate on plans. 43. All watermain shall be a min depth of 8.0’. 44. Identify Irrigation service location(s) if applicable per SER-4. 45. Provide additional drawing showing required hydrant coverage for site. Landscape and Natural Resources 46. According to City Code, tree planting must follow 15-10-5 diversity rule, meaning tree landscape schedule must not exceed 15% of any plant family, 10% of any plant genus, and 5% of any species. Current plant schedule relies heavily on only five species, quaking aspen in particular. Please diversify plant schedule to meet requirements. 47. Planting of maple species is highly discouraged due to severe overplanting, please consider alternative species. City of Apple Valley Public Works | Engineering MEMORANDUM 48. The NRMP will remain open until native seed has been established in the stormwater basin, which typically takes 3-5 years. The use of native plant plugs is highly encouraged to expedite the establishment period and NRMP closeout process. 49. Provide detail on snow storage. CITY OF APPLE VALLEY ORDINANCE NO.___ AN ORDINANCE OF THE CITY OF APPLE VALLEY, AMENDING CHAPTER 155 APPENDIX F, ARTICLE 31, OF THE CITY CODE REGULATING PLANNED DEVELOPMENT DESIGNATION NO. 739 The City Council of Apple Valley ordains: Section 1. Chapter 155, Appendix F, Article 31 of the Apple Valley City Code is amended by revising Section 31-4 (D)(1) to read as follows: (D) Zone 4. Within this zone, no structure or land shall be used except for one or more of the following uses or uses deemed similar by the City Council: (1) The following retail uses: antique or gift shops; appliance store (sales and/or repair); art and school supply store; bakery; bank and savings and loan; barbershop; beauty salon; bicycle sales; books; stationery and office supplies; candy; camera and photographic supplies; carpet and rug sales; catering services; china and glassware sales; clothing and costume sales and rental; coin operated amusement devices and similar facilities; department store; drugstore; dry cleaning; dry goods; electronic sales and/or service; florist; furniture store; garden supplies; grocery; hardware store; hobby store; indoor commercial recreation, interior decorating; jewelry and watch repair; laundromat; leather goods and luggage; locksmith; musical instruments; nail salon, on-sale liquor, wine or 3.2 beer in conjunction with a Class I restaurant facility; paint and wallpaper sales; photography studio; pipe and tobacco shop; recorded music sales; Class I, II, or III restaurant (no drive through facilities allowed), subject to the installation of state of the art ventilation equipment in restaurants where applicable; shoe sales or repair; sporting goods; tailoring; theater (except open air drive-in); toy store; video rental and sales. Section 2. Filing. The City Clerk shall file a copy of this ordinance in her office, which copy shall be available for inspection by any person during regular office hours. Section 3. Effective Date. This ordinance shall take effect upon its passage and publication of its title and official summary. PASSED by the City Council this _____ day of August, 2025. Clint Hooppaw, Mayor ATTEST: _________________________ Christina Scipioni, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2023 - ____ APPROVAL OF FINAL PLAT AND DEVELOPMENT AGREEMENT VILLAGE OF FOUNDERS CIRCLE 3RD ADDITION WHEREAS, pursuant to Minnesota Statutes 462.358, the City of Apple Valley adopted, as Chapter 153 of the City Code, regulations to control the subdivision of land within its borders; and WHEREAS, pursuant to Chapter 153.34(B) of the City Code, the owner of two or more contiguous parcels may consolidate the parcels into one lot of record without the benefit of a public hearing; and WHEREAS, the Village of Founders Circle 3rd Addition final plat will not create additional lots or new streets; and WHEREAS, on July 2, 2024, the City Planning Commission reviewed the final plat for conformance with the standards of Chapter 153 of the City Code and applicable zoning regulations of Chapter 155 of the City Code, and made a recommendation of approval, subject to conditions. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the final plat is hereby approved for a one-year period, to wit: VILLAGE OF FOUNDERS CIRCLE 3RD ADDITION BE IT FURTHER RESOLVED, pursuant to Chapter 153 of the City Code, that said final plat approval is subject to the following conditions, which shall be incorporated into a development agreement to be considered for approval at the time of submission of the request for final plat approval: 1. The final plat of Village of Founders Circle 3rd Addition shall contain a total of one lot, and attached as Exhibit A. 2. The City receives a hold harmless agreement in favor of the City as drafted by the City Attorney and incorporated into the development agreement. ADOPTED this ____ day of August, 2025. __________________________________ Clint Hooppaw, Mayor ATTEST: ___________________________________ Christina Scipioni, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2025-___ A RESOLUTION AUTHORIZING THE ISSUANCE OF A BUILDING PERMIT FOR PICKLEHALL INDOOR RECREATION FACILITY, CLASS I RESTAURANT, AND PATIO 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 a proposed 56,500 square foot indoor commercial recreation facility with a Class I restaurant and patio and associated site plan has been requested by Markid II Properties, LLC, on property legally described as Lots 1 and 2, Block 3 Village of Founders Circle 2nd Addition, Dakota County, Minnesota to be located within Lot 1, Block 1 Village of Founders Circle 3rd Addition (as depicted in Final Plat); 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 Picklehall to be located within Lot 1, Block 1 Village of Founders Circle 3rd Addition, 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. Issuance of any building permits shall be subject to the approval and recording of the final plat of Village of Founders Circle 3rd Addition final plat, development agreement, and associated documents. 3. Construction shall occur in conformance with the site plan dated DATE, including parking lot paving and a non-surmountable concrete curb and gutter. 4. 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. 5. Construction shall occur in conformance with the elevation plans dated DATE. 2 6. Subject to all conditions noted in the City Engineer’s memo dated June 27, 2025, on file with the City. 7. Subject to all conditions noted in the Building Official’s memo dated June 6, 2025, on file with the City. 8. 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. If the proposed roofline or parapet wall(s) is found to not be a sufficient screen, other code compliant screening shall be installed. 9. Screening any outdoor utility meters and boxes shall be achieved through landscaping, fence, decorative screen or a combination thereof, and approved by the City. 10. A bike rack shall be installed close to the primary structure which does not impede pedestrian flow along any proposed or future sidewalk. 11. 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. 12. 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. 13. Site and building lighting shall consist of downcast, shoebox lighting fixtures or wall packs with deflector shields which confines light to the property and shall be installed in conformance with Section 155.353 of the city code. 14. 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. 15. 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. 16. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 3 17. 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. 18. 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. 19. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the apartment building 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 August, 2025. __________________________________ Clint Hooppaw, Mayor ATTEST: ___________________________________ Christina M. Scipioni, City Clerk 4 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T C S _ L D E V \ P i c k l e h a l l \ A p p l e V a l l e y , M N \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 0 - C O V E R S H E E T . d w g J u n e 2 4 , 2 0 2 5 - 1 2 : 0 5 p m BY RE V I S I O N S No . DA T E 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 14 8 0 0 G A L A X I E A V E , S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 4 PH O N E : 9 5 2 - 9 0 5 - 2 8 8 7 WW W . K I M L E Y - H O R N . C O M 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 PR E P A R E D F O R CO V E R S H E E T C000 PI C K L E H A L L - AP P L E V A L L E Y PI C K L E H A L L AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 2 8 0 0 0 06 / 0 4 / 2 0 2 5 AS S H O W N AC L JM R H AC L NORTH VICINITY N.T.S. APPLE VALLEY, DAKOTA COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: GEOTECHNICAL ENGINEER CHOSEN VALLEY TESTING 245 EAST ROSELAWN AVENUE, SUITE 29 ST. PAUL, MN 55117 TELEPHONE: (651) 756-7384 CONTACT: COLBY T. VERDEGAN, P.E. PROJECT TEAM: SURVEYOR PROBE ENGINEERING COMPANY, INC. 1000 EAST 146TH ST BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 CONTACT: RUSSEL P. DAMLO ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: ARIK C. LOKENSGARD, P.E. 14800 GALAXIE AVE, SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE: (952) 905-2887 DEVELOPER MARKID PROPERTIES II LLC 1047 BARNES AVENUE INVER GROVE HEIGHTS, MN 55077 TELEPHONE: (651) 341-1601 PICKLEHALL - APPLE VALLEY 7153 152ND ST & 7169 153RD ST W FOR PRELIMINARY SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT 10K ARCHITECTURE, PLLC 525 15TH AVENUE SOUTH HOPKINS, MN 55343 TELEPHONE: 612-799-1427 CONTACT: CHAD HALLER, AIA SITE 150TH ST W CE D A R A V E 157TH ST W GA L A X I E A V E LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. 14800 GALAXIE AVE, SUITE 200 APPLE VALLEY, MN 55124 TELEPHONE: (952) 905-2887 Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C101 ALTA TOPOGRAPHIC SURVEY C200 SITE DEMOLITION PLAN C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C400 SITE PLAN C500 GRADING PLAN C501 STORM SEWER PLAN C600 UTILITY PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE DETAILS 15 2 N D S T R E E T W E S T 15 3 R D S T R E E T W E S T GARRET AVENUE GALLIVANT PLACE REMOVE CURB AND GUTTER REMOVE CURB AND GUTTER CLEAR AND GRUB CLEAR AND GRUB REMOVE CONCRETE SIDEWALK REMOVE ASPHALT PAVEMENT 946 9 4 5 949 9 4 9 9 4 9 95 0 950 949 947 948 947 947 947 94 7 94 9 95 0 9 5 0 949 948 948 948 94 5 947 FULL DEPTH SAWCUT CLEAR AND GRUB PROTECT POWER LINE VACATED PROPERTY LINE SALVAGE AND RELOCATE SIGNSALVAGE AND RELOCATE SIGN SALVAGE AND RELOCATE SIGN SALVAGE AND RELOCATE SIGN PROTECT ABOVE GROUND UTILITY PROTECT STORM SEWER PROTECT ABOVE GROUND UTILITY PROTECT WATERMAIN REMOVE CURB AND GUTTER REMOVE CONCRETE SIDEWALK CLEAR AND GRUB REMOVE ASPHALT PAVEMENT FULL DEPTH SAWCUT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T C S _ L D E V \ P i c k l e h a l l \ A p p l e V a l l e y , M N \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 2 - D E M O P L A N . d w g J u n e 2 4 , 2 0 2 5 - 1 2 : 0 5 p m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 14 8 0 0 G A L A X I E A V E N U E , S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 4 PH O N E : 9 5 2 - 9 0 5 - 2 8 8 7 WW W . K I M L E Y - H O R N . C O M PR E P A R E D F O R SI T E D E M O L I T I O N PL A N C200 PI C K L E H A L L - AP P L E V A L L E Y PI C K L E H A L L AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 2 8 0 0 0 06 / 0 4 / 2 0 2 5 AS S H O W N AC L JM R H AC L LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE PROPERTY LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING CONTOUR EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING HYDRANT EXISTING ELECTRICAL METER EXISTING LIGHT POLE CLEARING & GRUBBING EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT Know what'sbelow. before you dig.Call LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE CONCRETE CURB & GUTTER PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING CONTOUR EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING HYDRANT EXISTING ELECTRICAL METER EXISTING SIGN EXISTING LIGHT POLE CLEARING & GRUBBING EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER AND IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE LOCAL AND STATE AGENCIES. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE, INCLUDING THE TYPE OF DEBRIS AND LOCATION WHERE IT WAS DISPOSED. 3.THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTING UTILITIES WITHIN PROPOSED WORK AREA. 6.EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/OR FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ADDITIONAL UNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING WITH THE PROPOSED WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE CITY, COUNTY, AND STATE DOT AS NECESSARY. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLANS / SWPPP. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTS TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH STATE REQUIREMENTS. 14.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 15.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE; ACTIVE DRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 16.IF CONTAMINATED MATERIAL IS ENCOUNTERED ON THE PROJECT SITE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. DEMOLITION PLAN NOTES NO R T H UNITED STATE POSTAL SERVICE 3 15 2 N D S T R E E T W E S T 15 3 R D S T R E E T W E S T GARRET AVENUE GALLIVANT PLACE PROPOSED BUILDING ±56,500 SF K K K K K K K K A A A C C C C N STORM WATER MANAGEMENT AREA AA N 24 . 0 ' 40 . 0 ' 24 . 0 ' 40 . 0 ' 24 . 0 ' 24.0'18.5' 9. 0 ' 9.0' PROPERTY LINE 15' BUILDING SETBACK UTILITY EASEMENT PROPERTY LINE 15' BUILDING SETBACK UTILITY EASEMENT UTILITY EASEMENT PROPERTY LINE 15' BUILDING SETBACK PROPERTY LINE 10' BUILDING SETBACK K B B G G G G I I I I I I I I I I I I 18 . 5 ' A 6.0' H H C 5.3' 24 . 2 ' 16 . 7 ' 24.0' 25 . 0 ' DUMPSTER ENCLOSURE 6.0' 20 . 0 ' 12.0' 9. 0 ' 9. 0 ' 5.0'5.0' D D L M M L K C C L L M M M M C 20 . 0 ' 5. 0 ' 20 . 0 ' 24 . 0 ' 18 . 5 ' E I K I A D K K K K PROPOSED TRANSFORMER C C C C A A SALVAGED AND RELOCATED SIGN SALVAGED AND RELOCATED SIGN 20.0' 8. 0 ' 8.0' C C 24.0' 24.0' (1) STEPS(2) STEPS (3) STEPS (1) STEPS L M M D D G N C C C C H A 4' FENCE 4' FENCE 4' FENCE E E 20.0' 9. 0 ' 2 0 . 0 ' 9.0 ' LM M K D N CURB CUT CURB CUT J J Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T C S _ L D E V \ P i c k l e h a l l \ A p p l e V a l l e y , M N \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E P L A N . d w g J u n e 2 4 , 2 0 2 5 - 1 2 : 0 5 p m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 14 8 0 0 G A L A X I E A V E N U E , S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 4 PH O N E : 9 5 2 - 9 0 5 - 2 8 8 7 WW W . K I M L E Y - H O R N . C O M © Know what'sbelow. before you dig.Call R NO R T H LEGEND SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 20-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. PR E P A R E D F O R SI T E P L A N C400 PI C K L E H A L L - AP P L E V A L L E Y PI C K L E H A L L AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 2 8 0 0 0 06 / 0 4 / 2 0 2 5 AS S H O W N AC L JM R H AC L BUILDING DATA TOTAL BUILDING AREA ±56,500 SF PARKING SUMMARY REQUIRED/PROPOSED ADA PARKING 5 STALLS/5 STALLS TOTAL PROPOSED PARKING (ON-SITE)105 STALLS PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION LANDSCAPE AREA STORM WATER AREA SEE GRADING PLAN FOR DETAILS KEYNOTE LEGEND CONCRETE SIDEWALK - SEE DETAIL ACCESSIBLE PARKING STALL - SEE DETAIL MATCH EXISTING EDGE OF PAVEMENT/CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN - SEE DETAIL STOP SIGN AND STOP BAR - SEE DETAIL AREA STRIPED WITH 4" SYSL @45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS 6" CONCRETE BOLLARD B612 CURB & GUTTER (TYP.) - SEE DETAIL FLAT CURB TRANSITION CURB CROSSWALK MARKING - SEE DETAIL A B C D E F G H I J K L M N LIMITS OF DISTURBANCE PROPOSED FENCE TNH 949.82 R:947.86 R:948.06 TN H 95 0 . 0 2 EI:936.08 EI:935.06 15 2 N D S T R E E T W E S T 15 3 R D S T R E E T W E S T GARRET AVENUE GALLIVANT PLACE D CO CO CO CO 945 9 4 5 95 0 9 5 0 950 950 94 6 946 947 947 947 947 947 947 947947 947 947 947 947 9 4 7 947 947 947 947 947 947 948 948 94 8 94 8 948 948 948 948 948 948 948 948 949 949 949 949 949 949 94 9 94 9 94 7 94 8 94 7 94 7 94 7 94 7 946 947 94 9 G:946.69 G:947.06 G:946.88 G:947.19 G:947.23 G:947.17 G:947.25 G:946.96 G:946.62 G:946.84 G:947.08 G:946.96 G:946.88 G:946.83 G:947.42 G:947.00 G:948.27G:948.19 G:948.27 G:948.19 G:948.11G:947.84 G:947.91 G:947.47 G:947.62G:947.54 G:947.62 G:947.54 G:947.04 G:949.09 G:948.88 G:949.38 G:949.97 G:948.84 G:948.96G:948.09 G:947.76 G:947.73G:947.60 G:947.11 ME:947.55 ME:947.46 ME:947.21 ME:947.83 ME:946.73ME:946.69 ME:946.26 ME:946.29 ME:946.77 ME:946.56 ME:948.69 947.91 947.72 947.70 947.72 946.73 946.74 947.67 947.80 947.98 ME:947.40ME:947.36 947.91 G:947.60 947.51 946.61 946.51 946.40 946.30 946.19 946.62 946.67 946.73 946.79 946.84 3.92% 3.21% 1 . 1 8 % 1.1 3 % 3.31 % 2. 5 5 % 4.01% 1.1 9 % 2 . 2 8 % 1.69% 12.89% 3:1 3:1 3:1 3:1 2 . 6 2 % 15 . 1 7 % 20 . 0 4 % 2.3 4 % 2. 2 7 % 5 . 6 7 % 6 . 2 0 % 1. 6 7 % 9. 1 6 % 3. 2 4 % 3.56 % 1 1 . 5 0 % 1. 6 6 % 4. 4 8 % 0.78% 12.72% 15.00% 16 . 0 9 % 11 . 5 0 % 4 . 7 2 % 4.23% 0 . 9 7 % 1.3 9 % 0.77 % 1.60% 0 . 8 5 % 10 . 3 7 % 1.47% 1 . 1 8 % 1.3 8 % 1.2 8 % 1 . 4 6 % 2.28% 948.10 948.10 948.10 948.10 PROPOSED BUILDING ±56,500 SF FFE: 948.10 948.10 948.10 948.10 948 9 4 8 947.53 948.28 948.21 ME:946.96 9 4 8 947.54 947.68 948.18 G:947.60 G:947.79 G:948.00G:947.71 G:946.99 G:946.73 947.71 947.57 T/G:947.60 T/G:947.70 948.00 947 94 7 948 948 947.47 947.47 G:947.41 G:947.41 T/G:947.41 T/G:947.41 G:946.91 G:947.07 ME:945.49 ME:946.54 ME:947.21 ME:946.64 ME:946.87 ME:949.75 ME:950.43 ME:950.16 ME:948.68 94 5 94 5 95 0 94 3 94 3 94 4 94 4 94 6 94 6 94 7 94 7 94 8 94 8 94 9 94 9 9 4 7 9 4 8 94 9 9 4 7 9 4 7 947 947 947 INFILTRATION POND BOTTOM OF POND: 942.00 TOP OF POND: 948.50 WQV PROVIDED: 14,840 CF WQV REQUIRED: 6,806 CF HWL: 947.60 3.48% 11.59% 2.4 7 % T/G:947.39 T/G:947.50 948.01 947.50 947.98 T/G:947.46 T/G:947.41 T/G:947.47 947.49 ME:947.73 ME:947.88 T/G:948.03 T/G:948.08 4.33% 1.5 7 % 947.98 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T C S _ L D E V \ P i c k l e h a l l \ A p p l e V a l l e y , M N \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - G R A D I N G P L A N . d w g J u n e 2 4 , 2 0 2 5 - 1 2 : 0 5 p m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 14 8 0 0 G A L A X I E A V E N U E , S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 4 PH O N E : 9 5 2 - 9 0 5 - 2 8 8 7 WW W . K I M L E Y - H O R N . C O M © NO R T H GRADING PLAN NOTES 1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW ELEVATION T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED SWALE PROPOSED GRADE AT TOP/BOTTOM OF WALLTW:0.0 BW:0.0 Know what'sbelow. before you dig.Call R PR E P A R E D F O R GR A D I N G P L A N C500 PI C K L E H A L L - AP P L E V A L L E Y PI C K L E H A L L AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 2 8 0 0 0 06 / 0 4 / 2 0 2 5 AS S H O W N AC L JM R H AC L 0.00%PROPOSED GRADE BETWEEN POINTS 3 15 2 N D S T R E E T W E S T 15 3 R D S T R E E T W E S T GARRET AVENUE GALLIVANT PLACE D STMH 101 RE:948.12 IE:938.00 NE CBMH 202 RE:945.94 IE:942.95 S IE:942.95 W CBMH 201 RE:946.31 IE:942.39 E IE:942.39 S IE:942.39 N OCS 100 RE:946.50 IE:938.81 SW FES 200 RE:943.65 IE:942.00 S 165 LF - 18" SD @ 0.34% 117 LF - 30" SD @ 0.34% 81 LF - 30" SD @ 1.00% 947 947 947 947 948 94 8 947 948 94 7 948 947 9 4 8 CO CO CO CO COCO CO 88 LF - 18" SD @ 0.60% CO 210 RE:947.58 IE:942.92 W IE:942.92 S IE:942.92 N RD-2 IE:943.63 W RD-3 IE:943.00 N 50 LF - 18" SD @ 0.60% CO 211 RE:947.49 IE:943.22 S IE:943.22 E CO 212 RE:947.87 IE:943.61 S IE:943.61 E IE:943.61 N 65 LF - 18" SD @ 0.60% 140 LF - 18" SD @ 0.60%CO 213 RE:947.54 IE:944.44 E IE:944.44 N RD-1 IE:944.47 W NYLOPLAST 205 RE:946.33 IE:944.22 N 66 LF - 12" SD @ 0.34% NYLOPLAST 204 RE:946.30 IE:944.00 S IE:944.00 N 159 LF - 12" SD @ 0.34%NYLOPLAST 203 RE:946.30 IE:943.46 S IE:943.46 N 152 LF - 12" SD @ 0.34% 4 LF - 12" SD @ 0.60% 5 LF - 12" SD @ 0.60% 94 8 94 9 94 6 94 7 94 5 94 6 94 5 94 4 94 3 94 3 94 3 94 4 94 5 94 4 94 5 94 6 94 6 94 7 94 8 94 8 94 9 95 0 94 8 948 947 PROPOSED BUILDING ±56,500 SF FFE: 948.10 14 LF - 12" SD @ 0.60% Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T C S _ L D E V \ P i c k l e h a l l \ A p p l e V a l l e y , M N \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - S T O R M S E W E R P L A N . d w g J u n e 2 4 , 2 0 2 5 - 1 2 : 0 5 p m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 14 8 0 0 G A L A X I E A V E N U E , S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 4 PH O N E : 9 5 2 - 9 0 5 - 2 8 8 7 WW W . K I M L E Y - H O R N . C O M © PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED FLARED END SECTION D Know what'sbelow. before you dig.Call R PR E P A R E D F O R ST O R M S E W E R PL A N C501 PI C K L E H A L L - AP P L E V A L L E Y PI C K L E H A L L AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 2 8 0 0 0 06 / 0 4 / 2 0 2 5 AS S H O W N AC L MJ B AC L STORM SEWER NOTES 1.INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. NO R T H 15 2 N D S T R E E T W E S T 15 3 R D S T R E E T W E S T GARRET AVENUE GALLIVANT PLACE SS-6 CONTACTOR TO FIELD VERIFY INVERT PRIOR TO CONSTRUCTION RE:947.77 IE:936.48 E IE:937.56 W 8" GATE VALVE 2" DOMESTIC WATER SERVICE 8" WATERMAIN CONNECT GAS IN GARRET AVE. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION ELECTRIC SERVICE GAS SERVICE CONNECT COMM IN GALLIVANT PL. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION PROPOSED BUILDING ±56,500 SF FFE: 948.10 CO 10.0' 77 LF - 6" PVC @ 2.00% SS-10 RE:947.14 IE:939.10 S IE:939.10 E 39 LF - 6" PVC @ 2.00% SS-9 BLDG SERVICE IE:939.87 N PROPOSED TRANSFORMER CONNECT POWER IN GARRET AVE. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION 19 . 5 ' 8" FIRE WATER SERVICE CONNECT TO EXISTING 8" WATER SERVICE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T C S _ L D E V \ P i c k l e h a l l \ A p p l e V a l l e y , M N \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 6 - U T I L I T Y P L A N . d w g J u n e 2 4 , 2 0 2 5 - 1 2 : 0 6 p m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 14 8 0 0 G A L A X I E A V E N U E , S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 4 PH O N E : 9 5 2 - 9 0 5 - 2 8 8 7 WW W . K I M L E Y - H O R N . C O M SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED PR E P A R E D F O R UT I L I T Y P L A N C600 PI C K L E H A L L - AP P L E V A L L E Y PI C K L E H A L L AP P L E V A L L E Y MN DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 2 8 0 0 0 06 / 0 4 / 2 0 2 5 AS S H O W N AC L JM R H AC L UTILITY PLAN NOTES 1.INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5.WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C115 WATER MAIN FITTINGS SHALL BE: PVC:ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 5.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 STORM SEWER FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6.WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7.PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8.MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9.FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10.MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12.ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14.IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15.REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20.EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. Know what'sbelow. before you dig.Call NO R T H LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED / SOD EDGE (TYP.) ROCK MULCH (TYP.) SEED WITH MNDOT WD MIX: WET DITCH SEED MIX (TYP.) SEED WITH MNDOT STR MIX: SOUTHERN TALLGRASS ROADSIDE SEED MIX (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) A B C D E TNH 949.82 TN H 95 0 . 0 2 15 2 N D S T R E E T W E S T 15 3 R D S T R E E T W E S T GARRET AVENUE GALLIVANT PLACE SYMBOL CODE COMMON NAME ORNAMENTAL TREE ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE` DAK DAKOTA PINNACLE BIRCH QUA QUAKING ASPEN OVERSTORY TREE ABM AUTUMN BLAZE MAPLE GSL GREENSPIRE LITTLELEAF LINDEN IHL IMPERIAL HONEYLOCUST GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL` SSO STREETSPIRE® OAK QUERCUS X BIMUNDORUM 'JFS-KW1QX' CONIFEROUS SHRUBS BCJ BLUE CHIP JUNIPER JUNIPERUS HORIZONTALIS `BLUE CHIP` HZA HETZ MIDGET ARBORVITAE THUJA OCCIDENTALIS `HETZ MIDGET` LGA LITTLE GIANT ARBORVITAE THUJA OCCIDENTALIS 'LITTLE GIANT' MDJ MEDORA JUNIPER JUNIPERUS SCOPULORUM `MEDORA` WBM MUGO WHITE BUD PINE PINUS MUGO `WHITE BUD` DECIDUOUS SHRUBS AFD ARTIC FIRE DOGWOOD CORNUS SERICEA `ARTIC FIRE` GLS GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW` WIL ARTIC BLUE LEAF WILLOW SALIX PURPUREA 'NANA' ORNAMENTAL GRASSES HMS HEAVY METAL SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL' PDS PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS PERENNIALS BJB BLUE JEAN BABY RUSSIAN SAGE PEROVSKIA ATRIPLICIFOLIA 'BLUE JEAN BABY' WLC WALKER'S LOW CATMINT NEPETA X 'WALKER'S LOW' PLANT KEY Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T C S _ L D E V \ P i c k l e h a l l \ A p p l e V a l l e y , M N \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E P L A N . D W G J u n e 2 4 , 2 0 2 5 - 1 2 : 0 6 p m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 14 8 0 0 G A L A X I E A V E N U E , S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 4 PH O N E : 9 5 2 - 9 0 5 - 2 8 8 7 WW W . K I M L E Y - H O R N . C O M Know what'sbelow. before you dig.Call PR E P A R E D F O R LA N D S C A P E P L A N L100 PI C K L E H A L L - AP P L E V A L L E Y PI C K L E H A L L AP P L E V A L L E Y MN DA T E : 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 , SP E C I F I C A T I O N O R R E P O R T 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 TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A N A . H Y L L E S T E D , P L A XX / X X / X X X X X 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 2 8 0 0 0 06 / 0 4 / 2 0 2 5 ## # # # # # # CF K CF K RA H NOTE: SEE SHEET L101 FOR FULL PLANT SCHEDULE NO R T H SYMBOL CODE QTY COMMON NAME BOTANICAL NAME N/A CAL. ORNAMENTAL TREE ALS 9 AUTUMN BRILLANCE SERVICEBERRY CLUMP AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`B & B 1.5" CAL. DAK 16 DAKOTA PINNACLE BIRCH BETULA PLATYPHYLLA `FARGO`B & B 1.5" CAL QUA 13 QUAKING ASPEN POPULUS TREMULOIDES B & B 1.5" CAL. OVERSTORY TREE ABM 6 AUTUMN BLAZE MAPLE ACER X FREEMANII `AUTUMN BLAZE`B & B 2.5" CAL. GSL 8 GREENSPIRE LITTLELEAF LINDEN TILIA CORDATA `GREENSPIRE`B & B 2.5" CAL. IHL 9 IMPERIAL HONEYLOCUST GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`B & B 2.5" CAL. SSO 7 STREETSPIRE® OAK QUERCUS X BIMUNDORUM 'JFS-KW1QX'6` HT.2" CAL MIN SYMBOL CODE QTY COMMON NAME BOTANICAL NAME CONTAINER SPACING CONIFEROUS SHRUBS BCJ 17 BLUE CHIP JUNIPER JUNIPERUS HORIZONTALIS `BLUE CHIP`#5 CONT.5` O.C. HZA 13 HETZ MIDGET ARBORVITAE THUJA OCCIDENTALIS `HETZ MIDGET`#5 CONT.3` O.C. LGA 62 LITTLE GIANT ARBORVITAE THUJA OCCIDENTALIS 'LITTLE GIANT'#5 CONT.5` O.C. MDJ 20 MEDORA JUNIPER JUNIPERUS SCOPULORUM `MEDORA`#5 CONT.4` O.C. WBM 3 MUGO WHITE BUD PINE PINUS MUGO `WHITE BUD`#5 CONT.3` O.C. DECIDUOUS SHRUBS AFD 108 ARTIC FIRE DOGWOOD CORNUS SERICEA `ARTIC FIRE`#5 CONT. GLS 28 GRO-LOW FRAGRANT SUMAC RHUS AROMATICA `GRO-LOW`#5 CONT.4` O.C. WIL 46 ARTIC BLUE LEAF WILLOW SALIX PURPUREA 'NANA'#3 CONT.4.5' O.C. ORNAMENTAL GRASSES HMS 47 HEAVY METAL SWITCHGRASS PANICUM VIRGATUM 'HEAVY METAL'#1 CONT.3` O.C. PDS 73 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT.18" O.C. PERENNIALS BJB 17 BLUE JEAN BABY RUSSIAN SAGE PEROVSKIA ATRIPLICIFOLIA 'BLUE JEAN BABY'#1 CONT.3` O.C. PLANT SCHEDULE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER K: \ T C S _ L D E V \ P i c k l e h a l l \ A p p l e V a l l e y , M N \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E D E T A I L S . D W G J u n e 2 4 , 2 0 2 5 - 1 2 : 0 6 p m BY RE V I S I O N S No . DA T E 20 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 14 8 0 0 G A L A X I E A V E N U E , S U I T E 2 0 0 , A P P L E V A L L E Y , M N 5 5 1 2 4 PH O N E : 9 5 2 - 9 0 5 - 2 8 8 7 WW W . K I M L E Y - H O R N . C O M DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL AS SPECIFIED ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER 4' MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1013 PLANTING 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 16.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 17.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE-FREE), OR APPROVED EQUAL. ROCK MULCH TO BE TRAP ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PREMENEGRENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). EDGER 19.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SEED/SOD 20.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 21.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. CONTROLLER TO BE COMMERCIAL GRADE, EPA WATERSENSE APPROVED, CAPABLE OF FLOW SENSING AND OPERATING A MASTER VALVE ON / OFF BY STATION. IRRIGATION SYSTEM TO INCLUDE FLOW SENSOR AND WIRED RAIN / FREEZE SENSOR. PROVIDE MASTER VALVE. THE IRRIGATION SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ZONE PARAMETERS: HEAD-TO-HEAD COVERAGE AND NO SPRAYING OVER WALKS. SEPARATE LAWN ZONES BY MICROCLIMATE- LAWN ON NORTH SIDE OF BUILDING VS LAWN ON SOUTH SIDE OF BUILDING, LAWN ON SLOPE VS LAWN ON LEVEL GRADE. LAWN AREAS TO HAVE MULTI-STREAM ROTARY SPRINKLERS/ SPRAYS/ ROTORS. SHRUB AND PERENNIAL BED AREAS TO HAVE DRIP. TREES IN LAWN AREA TO BE COVERED BY MULTI-STREAM ROTARY SPRINKLERS/ SPRAYS/ ROTORS. TREES IN SHRUBS / PERENNIAL BED AREA TO BE WATERED WITH DRIP IRRIGATION. ALL IRRIGATION HEADS TO BE PRESSURE REGULATED. ESTABLISHMENT 22.PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 23.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 24.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 25.MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES PR E P A R E D F O R LA N D S C A P E DE T A I L S L101 PI C K L E H A L L - AP P L E V A L L E Y PI C K L E H A L L AP P L E V A L L E Y MN DA T E : 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 , SP E C I F I C A T I O N O R R E P O R T 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 TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . RY A A . H Y L L E S T E D , P L A XX / X X / X X X X X 53 8 2 8 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 1 3 2 8 0 0 0 06 / 0 4 / 2 0 2 5 ## # # # # # # CF K CF K RA H NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. = MINIMUM O.C. = ON CENTER SP. = SPECIES QTY. = QUANTITY CITY REVIEW 6.25.2025 Picklehall T.O. SLAB (1ST FLR) 100' -0" T.O. SLAB (2ND FLR) 114' -0" T.O. PRECAST 130' -8" SEE 1/A200 FOR TYPICAL NOTES AT PRECAST WALL PANELS WOOD LOOK SIDING (SID-1), TYP. PREFAB METAL SUN SHADE (SUN-2), TYP. OVERHEAD ALUMINUM/GLASS DOORS (OHD-2) TYP. EXTERIOR STEEL STAIR (STR-2), PAINTED (PNT-14) ALUMINUM CURTAINWALL (ALM-2), TYP. PREFAB METAL SUN SHADE (SUN-1), TYP. PREFINISHED METAL COPING (COP-2), TYP. PREFAB METAL CANOPY (CAN-1), TYP. ALUMINUM ENTRANCES (ALD-1), TYP. CONCRETE MASONRY BASE (CMB-1), TYP. ROOF SCUPPER (SCP-1), TYP. PROFILE METAL PANEL (MP-1)SEE 1/A200 FOR TYPICAL NOTES AT PRECAST WALL PANELS ALUMINUM STOREFRONT (ALM-1), TYP. WOOD LOOK SIDING (SID-1), TYP. METAL FASCIA (FCS-1), TYP. SIGNAGE, BY OTHERS SIGNAGE, BY OTHERS METAL SLAB EDGE COVER (MP-2), TYP. ALUMINUM STOREFRONT (ALM-1), TYP. METAL SLAB EDGE COVER (MP-2), TYP. METAL INFILL PANEL (MP-3) PRECAST WALL PANEL (PWP-1), STEEL FORM FINISH (SFF-1), STAINED (STN-2 - IRON ORE SW 7069), TYP. METAL INFILL PANEL (MP-3) CONCRETE MASONRY BASE (CMB-1) T.O. SLAB (1ST FLR) 100' -0" T.O. SLAB (2ND FLR) 114' -0" T.O. PRECAST 130' -8" SEE 1/A200 FOR TYPICAL NOTES AT PRECAST WALL PANELS SEE 1/A200 FOR TYPICAL NOTES AT PRECAST WALL PANELS SIGNAGE BY OTHERS SOLID PANEL OVERHEAD DOOR (OHD-3)GALVANIZED STEEL TRASH ENCLOSURE DOORS W/ COMPOSITE SIDING T.O. SLAB (1ST FLR) 100' -0" T.O. SLAB (2ND FLR) 114' -0" T.O. PRECAST 130' -8" PREFINISHED METAL COPING (COP-1), TYP. PRECAST WALL PANEL (PWP-1), STEEL FORM FINISH (SFF-1), STAINED (STN-3 - CITY LOFT SW 7631), TYP. PRECAST WALL PANEL (PWP-1), BRICK FORMLINER FINISH (BFF-1), STAINED (STN-2 - IRON ORE SW 7069), TYP. ALUMINUM STOREFRONT (ALM-1), TYP. WOOD LOOK SIDING (SID-1), TYP. PRECAST WALL BASE (PWP-1) PRECAST PILASTER PANEL W/ BRICK FORMLINER FINISH (BFF-1), STAINED (SNT-2 - IRON ORE SW 7069), SEE SECTION SIGNAGE BY OTHERS WOOD LOOK SIDING (SID-1) ON STUD WALL, SEE SECTION OVERHEAD ALUMINUM/GLASS DOORS (OHD-1), TYP. STEEL RAILING (RLG-2) WITH GLASS INFILL PANELS (GLZ-3) METAL FASCIA (FSC-1) HOLLOW METAL DOOR AND FRAME (HMD-1), PAINTED (PNT-12) GALVANIZED STEEL COLUMNS, (SEE STRUCTURAL) PAINTED (PNT-14) EXTERIOR STEEL STAIR (STR-2) PAINTED (PNT-14) PREFAB METAL CANOPY (CAN-1), TYP. WOOD LOOK SIDING (SID-1), TYP. ALUMINUM CURTAINWALL (ALM-2), TYP. PREFAB METAL SUN SHADE (SUN-1), TYP. PRECAST WALL PANEL (PWP-1), STEEL FORM FINISH (SFF-1), STAINED (STN-2 - IRON ORE SW 7069), TYP. PREFINISHED METAL COPING (COP-2), TYP. ALUMINUM STOREFRONT (ALM-1) AND ENTRANCES (ALD-1), TYP. PRECAST WALL PANEL (PWP-1), STEEL FORM FINISH (SFF-1), STAINED (STN-1 - GAUNTLET GRAY SW 7019), TYP. PROFILE METAL PANEL (MP-1) TYPICAL OVER OPENINGS COMPOSITE DRINK RAIL (DRL-2) T.O. SLAB (1ST FLR) 100' -0" T.O. SLAB (2ND FLR) 114' -0" T.O. PRECAST 130' -8" ROOF SCUPPER (SCP-1), TYP. SEE 1/A200 FOR TYPICAL NOTES AT PRECAST WALL PANELS HOLLOW METAL DOOR AND FRAME (HMD-1), PAINTED (PNT-11) HOLLOW METAL DOOR AND FRAME (HMD-1), PAINTED (PNT-11) TRASH ENCLOSURE SIDEWALLS - PRECAST WALL PANEL (PWP-1), BRICK FORMLINER FINISH (BFF-1), STAINED (STN-2 - IRON ORE SW 7069) project name: prepared by: © 2025 BY 10K ARCHITECTURE, PLLC Signature NOT FOR CONSTRUCTION 10K ARCHITECTURE, PLLC 525 15TH AVENUE SOUTH HOPKINS, MN 55343 Printed Name Registration Number I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota PROJECT NUMBER: 48020 Nathan Golin, AIA CONTACT: NATE GOLIN, AIA PHONE: 612-384-1405 EMAIL: NATE.GOLIN@10KARCH.COM CONTACT: CHAD HALLER, AIA PHONE: 612-799-1427 EMAIL: CHAD.HALLER@10KARCH.COM PICKLEHALL July 18, 2025 7153 152ND ST W \ 7169 153RD ST W APPLE VALLEY, MN 55124 2025002PKHL Construction Documents A201 EXTERIOR ELEVATIONS No. Drawing Issued Date NORTH ELEVATION1” = 35’-0” 1” = 35’-0” 1” = 35’-0” 1” = 35’-0” SOUTH ELEVATION WEST ELEVATION EAST ELEVATION CITY REVIEW 6.25.2025 Picklehall STREET VIEW - FROM ENTRY DRIVE CITY REVIEW 6.25.2025 Picklehall STREET VIEW - FROM GARRETT AVE CITY REVIEW 6.25.2025 Picklehall STREET VIEW - FROM GARRETT AVE & 153RD ST CITY REVIEW 6.25.2025 Picklehall STREET VIEW - FROM GALLIVANT PL CITY REVIEW 6.25.2025 Picklehall STREET VIEW - FROM 153RD ST UP UP UP PLAN KEYNOTES NEW WALL FLOOR PLAN GENERAL NOTES: 1. ALL NEW WALLS TO BE U.N.O 2. ALL DIMENSIONS TO FACE OF GYP. BD. U.N.O. 3. HINGE SIDE OF DOOR TO BE SET 6" FROM ADJACENT WALL U.N.O. 4. VERIFY ALL DOOR DIMENSIONS WITH DOORS SCHEDULE 5. WHERE DRYWALL ABUTS DISSIMILAR MATERIALS, PROVIDE METAL DRYWALL EDGE BEAD & SEALANT. 6. ALL SURFACES DISTURBED BY DEMOLITION TO BE PATCHED/ REPAIRED TO MATCH ADJACENT EXISTING FINISHES, U.N.O. 7. PATCH & REPAIR ALL ABANDONED FLOOR, ROOF, & WALL PENETRATIONS TO MATCH ADJACENT CONSTRUCTION. ACOUSTICAL INTEGRITY OF NEW CONSTRUCTION TO MATCH EXISTING. 8. PATCH & REPAIR WALL WHERE EXISTING ROOM SIGNAGE HAS BEEN REMOVED. 9. AMEND ANY SLOPING AREAS TO ACCOMMODATE NEW FLOOR COVERINGS LEVEL TO TYPICAL FINISH FLOOR ELEVATION. PREP WITH FLOOR UNDERLAYMENT MATERIALS APPROPRIATE FOR NEW FINISHES. 10. PROVIDE VERTICAL CONTROL JOINT IN GYPSUM BOARD PARTITION WALLS EXCEEDING 25' IN LENGTH CONFIRM JOINT LOCATIONS IN FIELD W/ ARCHITECT. 11. PREP AND PROVIDE SKIM COAT TO ALL EXISTING INTERIOR GYPSUM ON WALLS TO REMAIN AS REQUIRED TO PROVIDE SMOOTH FINISH. 12. AIR RETURNS MUST BE DUCTED WITH TRANSFER SILENCERS TO MINIMIZE SOUND TRANSFER BETWEEN SPACES. FLOOR PLAN LEGEND: S4 EXISTING WALL TO REMAIN A # X X#DENOTES WALL TYPE DENOTES ELEMENT ID NUMBER (MILLWORK, EQUIPMENT, MATERIALS, ETC.) 1i A 1 DENOTES INTERIOR STOREFRONT TYPE DENOTES CONSTRUCTION KEYNOTE NUMBER. REFER TO THIS SHEET FOR DESCRIPTIONS. ? 45 DEGREE ANGLE DENOTES EXISTING DOORS TO REMAIN 90 DEGREE ANGLE DENOTES NEW DOORS NOT IN SCOPE OF PROJECT # XXX-# 1 1 2 2 3 3 4 4 5 5 6.2 7 7 8 8 A D F H K M B C E G J L B.2 B.7 6 6 A201 1 A201 4 A201 3 A201 2 D.6 B.6 B.9 D.1 D.5 D.9 E.7 F.2 F.3 F.7 G.1 G.3 6.3 G.5 H.1 J.3 /1 A111A /1 A111B /1 A111A /1 A111B LOBBY 101 OFFICE 104 PRO SHOP 102 MEN 107 WOMEN 105 JAN 106 OFFICE 111 RISER 114 STOR 139 DISHWASHING 117A KEG 118 FOOD TENANT STORAGE 117 FOOD HALL 120 PICKLEBALL 140 FOOD #1 115 FOOD #2 116 VESTIBULE 100 OFF. STOR. 113 RR 112 ELEV 108 STORAGE 109 140' - 8"9' - 2"31' - 8"15' - 10 1/2"14' - 11 1/2"3' - 4"1' - 8 1/2" 13 ' - 0 " 41 ' - 4 " 50 ' - 5 " 71 ' - 4 " 44 ' - 1 0 " 20 ' - 1 1 " 58 ' - 2 " 217' - 4 1/2" 30 0 ' - 0 " 9' - 9 " 50 ' - 5 " 75 ' - 0 " 9' - 9 3 / 4 " 10 " 71 ' - 4 " ELEC 115 3.1 4.3 6.4 7.1 7.1 8.1 8.1A200 3 A200 2 A200 4 project name: prepared by: © 2025 BY 10K ARCHITECTURE, PLLC Signature NOT FOR CONSTRUCTION 10K ARCHITECTURE, PLLC 525 15TH AVENUE SOUTH HOPKINS, MN 55343 Printed Name Registration Number I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota PROJECT NUMBER: 48020 Nathan Golin, AIA CONTACT: NATE GOLIN, AIA PHONE: 612-384-1405 EMAIL: NATE.GOLIN@10KARCH.COM CONTACT: CHAD HALLER, AIA PHONE: 612-799-1427 EMAIL: CHAD.HALLER@10KARCH.COM PICKLEHALL July 18, 2025 7153 152ND ST W \ 7169 153RD ST W APPLE VALLEY, MN 55124 2025002PKHL Construction Documents A111 OVERALL PLAN - FIRST FLOOR KEY KEYNOTE TEXT 1/16" = 1'-0"A111 1 OVERALL FLOOR PLAN - FIRST FLOOR BUILDING AREAS: LEVEL 1: • PICKLEBALL 43,800 SF • FOOD HALL 7,975 SF • OFFICE/SUPPORT 4,810 SF TOTAL 56,585 SF LEVEL 2: • FOOD HALL 5,685 SF • GAMING/LOUNGE 4,810 SF • SUPPORT 615 SF TOTAL 11,110 SF BUILDING TOTAL: 67,695 SF No. Drawing Issued Date DNDN DN 1 1 2 2 3 3 4 4 5 5 6.2 7 7 8 8 A D F H K M B C E G J L B.2 B.7 6 6 A201 1 A201 4 A201 3 A201 2 D.6 B.6 B.9 D.1 D.5 D.9 E.7 F.2 F.3 F.7 G.1 G.3 6.3 G.5 H.1 J.3 /1 A112A /1 A112A /1 A112B /1 A112B /1 A112A /1 A112B GAMING 201 OVERLOOK 208 MEN 205 WOMEN 203 JAN 204 RR 216 RR 217 FOOD TENANT STORAGE 211 FOOD #3 209 FOOD #4 210 DISHWASHING 211A FOOD HALL 220 STOR 207 ELEC 206OPEN TO BELOW 13 ' - 0 " 41 ' - 4 " 50 ' - 5 " 71 ' - 4 " 44 ' - 1 0 " 20 ' - 1 1 " 58 ' - 2 " 30 0 ' - 0 " 140' - 8"9' - 2"31' - 8"15' - 10 1/2"14' - 11 1/2"3' - 4"1' - 8 1/2" 217' - 4 1/2" LOUNGE 213 3.1 4.3 6.4 7.1 7.1 8.1 8.1 PLAN KEYNOTES NEW WALL FLOOR PLAN GENERAL NOTES: 1. ALL NEW WALLS TO BE U.N.O 2. ALL DIMENSIONS TO FACE OF GYP. BD. U.N.O. 3. HINGE SIDE OF DOOR TO BE SET 6" FROM ADJACENT WALL U.N.O. 4. VERIFY ALL DOOR DIMENSIONS WITH DOORS SCHEDULE 5. WHERE DRYWALL ABUTS DISSIMILAR MATERIALS, PROVIDE METAL DRYWALL EDGE BEAD & SEALANT. 6. ALL SURFACES DISTURBED BY DEMOLITION TO BE PATCHED/ REPAIRED TO MATCH ADJACENT EXISTING FINISHES, U.N.O. 7. PATCH & REPAIR ALL ABANDONED FLOOR, ROOF, & WALL PENETRATIONS TO MATCH ADJACENT CONSTRUCTION. ACOUSTICAL INTEGRITY OF NEW CONSTRUCTION TO MATCH EXISTING. 8. PATCH & REPAIR WALL WHERE EXISTING ROOM SIGNAGE HAS BEEN REMOVED. 9. AMEND ANY SLOPING AREAS TO ACCOMMODATE NEW FLOOR COVERINGS LEVEL TO TYPICAL FINISH FLOOR ELEVATION. PREP WITH FLOOR UNDERLAYMENT MATERIALS APPROPRIATE FOR NEW FINISHES. 10. PROVIDE VERTICAL CONTROL JOINT IN GYPSUM BOARD PARTITION WALLS EXCEEDING 25' IN LENGTH CONFIRM JOINT LOCATIONS IN FIELD W/ ARCHITECT. 11. PREP AND PROVIDE SKIM COAT TO ALL EXISTING INTERIOR GYPSUM ON WALLS TO REMAIN AS REQUIRED TO PROVIDE SMOOTH FINISH. 12. AIR RETURNS MUST BE DUCTED WITH TRANSFER SILENCERS TO MINIMIZE SOUND TRANSFER BETWEEN SPACES. FLOOR PLAN LEGEND: S4 EXISTING WALL TO REMAIN A # X X#DENOTES WALL TYPE DENOTES ELEMENT ID NUMBER (MILLWORK, EQUIPMENT, MATERIALS, ETC.) 1i A 1 DENOTES INTERIOR STOREFRONT TYPE DENOTES CONSTRUCTION KEYNOTE NUMBER. REFER TO THIS SHEET FOR DESCRIPTIONS. ? 45 DEGREE ANGLE DENOTES EXISTING DOORS TO REMAIN 90 DEGREE ANGLE DENOTES NEW DOORS NOT IN SCOPE OF PROJECT # XXX-#project name: prepared by: © 2025 BY 10K ARCHITECTURE, PLLC Signature NOT FOR CONSTRUCTION 10K ARCHITECTURE, PLLC 525 15TH AVENUE SOUTH HOPKINS, MN 55343 Printed Name Registration Number I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota PROJECT NUMBER: 48020 Nathan Golin, AIA CONTACT: NATE GOLIN, AIA PHONE: 612-384-1405 EMAIL: NATE.GOLIN@10KARCH.COM CONTACT: CHAD HALLER, AIA PHONE: 612-799-1427 EMAIL: CHAD.HALLER@10KARCH.COM PICKLEHALL July 18, 2025 7153 152ND ST W \ 7169 153RD ST W APPLE VALLEY, MN 55124 2025002PKHL Construction Documents A112 OVERALL PLAN - SECOND FLOOR1/16" = 1'-0"A112 1 OVERALL FLOOR PLAN - SECOND FLOOR KEY KEYNOTE TEXT BUILDING AREAS: LEVEL 1: • PICKLEBALL 43,800 SF • FOOD HALL 7,975 SF • OFFICE/SUPPORT 4,810 SF TOTAL 56,585 SF LEVEL 2: • FOOD HALL 5,685 SF • GAMING/LOUNGE 4,810 SF • SUPPORT 615 SF TOTAL 11,110 SF BUILDING TOTAL: 67,695 SF No. Drawing Issued Date ITEM: 5.A. MEETING DATE: July 2, 2025 SECTION: Land Use / Action Items Description: Provide Direction to Staff on Public Hearings for Variance Applications Staff Contact: Terri Dill, City Planner Department / Division: Community Development Action Requested: The Planning Commission is asked to provide direction to staff regarding public hearings for variance requests. Summary: The Zoning Code currently states that public hearings may be required for variance requests, which is consistent with state statutes. However, it is common practice for cities to hold a public hearing for the benefit of adjacent property owners. Background: A variance is an exception granted by the City Council from the literal provisions of the Zoning Code where practical difficulties result from strict adherence to zoning regulations. The Planning Commission considers variance requests and makes a recommendation to the City Council, which may then grant approval or deny the request. Section 155.397 of the Zoning Code states the Planning Commission “may hold a public hearing on the variance request if it deems it necessary or advisable.” Minnesota State Statute does not specifically require a public hearing for land use variances. However, it is common practice for cities to hold a public hearing for the benefit of adjacent property owners to be aware of a variance request. All cities in Dakota County conduct public hearings with variance applications. The hearing provides an opportunity for those affected to provide input in support of or in opposition to an application. Staff recommends a public hearing be held for variance requests. The publication and notification process would follow the same procedure as other land use requests, which includes a published legal notice and mailing to property owners within 350 feet, a minimum of ten days prior to the hearing date. Budget Impact: N/A Attachments: None ITEM: 6.A. MEETING DATE: July 2, 2025 SECTION: Other Business Description: Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, July 16, 2025 - 7:00 p.m. Planning Commission - Wednesday, August 6, 2025 - 7:00 p.m. City Council - Thursday, July 10, 2025 - 7:00 p.m. City Council - Thursday, July 24, 2025 - 7:00 p.m. Staff Contact: Breanna Vincent, Department Assistant Department / Division: Community Development Action Requested: N/A Summary: Next Planning Commission Meetings: Wednesday, July 16, 2025 - 7:00 p.m. Applications due by 9:00 a.m. on Wednesday, June 18, 2025. Wednesday, August 6, 2025 - 7:00 p.m. Applications due by 9:00 a.m. on Wednesday, July 2, 2025. Next City Council Meetings: Thursday, July 10, 2025 - 7:00 p.m. Thursday, July 24, 2025 - 7:00 p.m. Background: N/A Budget Impact: N/A Attachments: None