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HomeMy WebLinkAbout2025-06-18 Agenda Packet Meeting Location: Municipal Center 7100 147th Street West Apple Valley, Minnesota 55124 June 18, 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 May 7, 2025 Regular Meeting 4. Public Hearings A. 7 Brew – Site Plan & Building Permit Authorization, Conditional Use Permit, and Variance for Lot 1, Block 1, McDonalds at Orchard Place 5. Land Use / Action Items 6. Other Business A. Review of Upcoming Schedule and Other Updates 7. Adjourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's website at www.applevalleymn.gov Page 1 of 46 ITEM: 3.A. COUNCIL MEETING DATE: June 18, 2025 SECTION: Consent Agenda Description: Approve Minutes of May 7, 2025 Regular Meeting Staff Contact: Breanna Vincent, Department Assistant Department / Division: Community Development Action Requested: Approve minutes of the regular meeting of May 7, 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. 050725 PC MINUTES Page 2 of 46 CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES May 7, 2025 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Vice Chair Scanlan at 7:00 p.m. Members Present: Jodi Kurtz, Phil Mahowald, Jeff Prewitt, and Douglas Hlas Member(s) Absent: Paul Scanlan, Dave Schindler, Becky Sandahl City staff members attending: CD Director Tim Benetti, City Planner Terri Dill, Associate Planner Sydnee Stroeing, Assistant City Engineer Evan Acosta, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. 2. APPROVAL OF AGENDA Chair Kurtz asked if there were any changes to the agenda. – None. MOTION: Commissioner Mahowald moved, seconded by Commissioner Hlas, approving the agenda. Roll call vote: Ayes - 4 – Nays – 0. 3. CONSENT ITEMS A. Approval of Minutes of April 16, 2025 MOTION: Commissioner Hlas moved, seconded by Commissioner Mahowald, approving the minutes of April 16, 2025. Roll call vote: Ayes - 4 – Nays – 0. 4. PUBLIC HEARING A. PD-975 Impervious Surface Text Amendment Chair Kurtz opened the public hearing. Associate Planner Stroeing provided a brief presentation. The applicants, Erik and Amy Edstrom, were present for questions. There were no questions or comments from Commissioners. Resident, Chris Moldan (6035 158th Ct. W), stated his support for the project. Page 3 of 46 CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 7, 2025 Page 2 of 4 MOTION: Commissioner Prewitt moved, seconded by Commissioner Hlas, to recommend approval of a draft ordinance amending Article 34, Planned Development No. 975 of the City Code by amending impervious surface requirements. Roll call vote: Ayes – 4 – Nays – 0. 5. LAND USE A. Cannabis Microbusiness Text Amendments Associate Planner Stroeing provided a brief presentation. Commissioner Mahowald expressed concerns over the parenthetical included in the proposed text amendment and whether the amendment should refer to only the southern portion of PD-409. Associate Planner Stroeing stated that the “(or zones therein)” is included due to this amendment being applicable to all PDs, some of which have multiple subzones. PD-409 only has one subzone. The language is drafted so that it can be applicable to all PDs, should a request come forward. In regard to the northern portion of PD-409, the northwest parcel touches a buffer zone, so a cannabis business would not be allowed to operate there. Commissioner Mahowald commented that the northeast parcel would also not allow a cannabis related use, if this request is approved, since it would not meet the 1,000’ buffer between cannabis related uses. City Attorney Hills stated that buffers are moving targets. Daycares, schools, and other facilities may move and therefore the buffer would no longer exist. Chair Kurtz opined that there are other locations in the City suitable for this use without making an amendment. Commissioner Hlas agreed with Chair Kurtz’ comments. Commissioner Mahowald expressed his concerns with the northern portion of PD- 409 being close to a residential area. Commissioner Prewitt asked for further information regarding the state requirements for the site and how that may correlate to the ordinance amendment. Page 4 of 46 CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 7, 2025 Page 3 of 4 Associate Planner Stroeing stated that staff does not have any review of the state requirements and deferred to the applicant on the state process and requirements. The applicant, Jason Sewell (HiRISH) gave a brief presentation. Chair Kurtz asked if there were any other locations considered. Mr. Sewell stated that he did consider other locations but the size of the spaces were either too large or too small for his use. Resident, Hillary Swanson (15565 Finch Ave.), stated her opposition to the request. Ms. Swanson advised that many of the tenants in the location of the proposal were not aware of this request when she spoke with them. Ms. Swanson stated that the location was in close proximity to schools. She said that this business may also bring dangers to the City. Ms. Swanson stated that more residents and business owners should be made aware of this request. MOTION: Commissioner Hlas moved, seconded by Commissioner Mahowald, to recommend denial of the draft ordinance amending Article 16, Planned Development No. 409 by allowing cannabis microbusiness as a conditional use with the conditions as drafted. Roll call vote: Ayes – 4 – Nays – 0. MOTION: Commissioner Hlas moved, seconded by Commissioner Mahowald, to recommend denial of the draft ordinance amending Section 155.320(C) regarding cannabis microbusiness in Planned Development districts. Roll call vote: Ayes – 4 – Nays – 0. 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is scheduled for Wednesday, May 21, 2025, 7:00 p.m. The next City Council meeting is Thursday, May 8, 2025, 7:00 p.m. CD Director Benetti introduced the new City Planner, Terri Dill. 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. Page 5 of 46 CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 7, 2025 Page 4 of 4 MOTION: Commissioner Mahowald moved, seconded by Commissioner Hlas, to adjourn the meeting at 7:52 p.m. Roll call vote: Ayes – 4 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 06/18/2025 . Jodi Kurtz, Chair Page 6 of 46 ITEM: 4.A. COUNCIL MEETING DATE: June 18, 2025 SECTION: Public Hearings Description: 7 Brew – Site Plan & Building Permit Authorization, Conditional Use Permit, and Variance for Lot 1, Block 1, McDonalds at Orchard Place Staff Contact: Carter Hayes, 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 to not take action on an item the evening of the public hearing. However, if there are no comments at the public hearing, and the Planning Commission concurs, staff recommends the following actions: 1. Recommend approval of a Conditional Use Permit to allow a drive-through in conjunction with a Class III Neighborhood Restaurant; 2. Recommend approval of a variance to allow extended hours of operation for a Class III Restaurant from 6:00 AM – 11:00 PM to 5:30 AM – 11:00 PM; 3. Recommend approval of the 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. Summary: Keuber Coffee, LLC, doing business as 7 Brew, has submitted an application requesting the following land use actions on Lot 1, Block 1 of the McDonalds at Orchard Place plat: • Site Plan and Building Permit Authorization for a 510 sq. ft. drive-through coffee shop; • Conditional Use Permit to allow a drive-through in conjunction with a Class III Neighborhood Restaurant; • Variance to allow extended hours of operation from 6:00 AM – 11:00 PM to 5:30 AM – 11:00 PM. The proposed 7 Brew development consists of a drive-through-only coffee shop with two ordering lanes. There will be no indoor or outdoor seating. All ordering will occur through person-to-person interaction, with no speaker boxes proposed. The site is located at 15440 English Avenue, north of Page 7 of 46 the proposed McDonald’s site, south of HealthPartners Medical, and west of Pilot Knob Road. Access to the site will be provided via a shared driveway on English Avenue. Site circulation and queuing are fully contained on-site. The proposed development meets the stacking requirements for drive-through facilities. The subject site is zoned "RB" Retail Business. While Class III Restaurants are a permitted use, a Conditional Use Permit is required for the inclusion of a drive-through. The applicant has submitted a narrative addressing the performance standards outlined in City Code. In addition, a variance is requested to permit a 30-minute extension to the standard morning operating hours. The Comprehensive Plan guides this area for "MBC" Mixed Business Campus and specifically identifies the subdistrict for commercial retail uses. The proposed use supports the intent of the Comprehensive Plan by contributing to a mix of complementary services for the surrounding employment and medical land uses. Background: Zoning and Comprehensive Plan Guiding: The subject site is zoned "RB" Retail Business. While Class III Restaurants are permitted uses within the RB district, drive-through facilities require a Conditional Use Permit in accordance with Section 155.157 (M) of the City Code. The applicant has submitted a letter of zoning compliance within the narrative that outlines how the proposed use meets applicable zoning standards. The City may apply reasonable conditions to mitigate potential adverse impacts. In addition, a variance is requested to allow hours of operation beginning at 5:30 AM. The Comprehensive Plan designates the property as "MBC" Mixed Business Campus and more specifically within the "H" subdistrict of Orchard Place. This subdistrict is intended to support commercial, office, hotel, and medical uses. The proposed drive-through coffee shop is consistent with the planned commercial development in this area and complements surrounding uses by supporting area workers and visitors. Conditional Use Permit Request: The City Code permits Class III Neighborhood Restaurants by right in the RB zoning district, but the addition of a drive-through facility requires a Conditional Use Permit. The applicant proposes two ordering lanes for drive-through service without the use of speaker boxes. Instead, person-to- person interaction will be used for all transactions. As required by ordinance, the applicant has provided a narrative demonstrating how the project complies with applicable performance standards, including vehicle queuing, pedestrian safety, and site circulation. Staff finds that the proposal is generally consistent with the intent of the RB district and recommends approval subject to the conditions outlined in the draft resolution. Variance Request: City Code restricts the hours of operation for Class III Restaurants to 6:00 AM – 11:00 PM. The applicant has requested a variance to open at 5:30 AM to accommodate early morning customers. In order to approve a variance, the Planning Commission must find that practical difficulties exist, as Page 8 of 46 defined by state statute and City Code. Ordinance provides guidance to the Commission to consider the following when evaluating a variance: • Special conditions apply to the structures or land in question that are particular to the property and do not apply generally to other land or structures in the district or vicinity in which the land is located; • The granting of the proposed variance will not be contrary to the intent of this chapter; • The special conditions or circumstances do not result from the actions of the owner/ applicant; • The granting of the variance will not merely serve as a convenience to the applicant, but is necessary to alleviate practical difficulties in complying with the zoning provisions of this Code; and • The variance requested is the minimum variance necessary to alleviate the practical difficulty. 7 Brew’s applicant narrative provides for their case for establishing a practical difficulty and evaluates each of the items the Commission is recommended to consider. Staff finds that the requested variance is minimal, does not alter the character of the area, and supports the reasonable use of the property. The site is located within a mixed-use employment area, and the proposed operating hours are compatible with similar uses. Staff recommends approval of the variance to allow operating hours from 5:30 AM – 11:00 PM. Site Plan: The site plan depicts a 510 sq. ft. drive-through coffee shop on a 1.01-acre parcel. The development includes two drive-through lanes and a 280 sq. ft. accessory cooler/storage structure. There will be no indoor or outdoor seating. All customer interaction will occur through direct person-to-person service at order windows, with no speaker boxes. The site is accessed via a shared driveway on English Avenue, currently used by Chafin Veterinary Clinic and the future McDonald’s. Internal circulation and queuing have been designed to accommodate vehicle movement within the site boundaries. All driveways and parking surfaces are to be constructed of bituminous material, in compliance with City Code. The property has a 40-foot building setback from Pilot Knob Road, with 15-foot side and rear yard setbacks. Parking setbacks are 15 feet along Pilot Knob Road and 5 feet along the side and rear property lines. The proposed development meets all applicable building and parking setback requirements. Parking: City Code requires parking for Class III Restaurants based on the number of customer seats. As this proposal includes no seating, this standard does not apply. However, a minimum of six stacking spaces per drive-through window is required. The site plan shows stacking capacity of 8 to 12 vehicles per lane, which exceeds minimum standards. Page 9 of 46 Twelve parking spaces, including one ADA-compliant stall, are proposed on the north side of the site and meet dimensional requirements for 60-degree angled stalls. Building Elevations: The proposed building and cooler/storage structure will be prefabricated and delivered to the site. Both structures will be clad in Nichiha fiber cement panels, a durable and low-maintenance product designed to withstand weather, UV, and pest impacts. The coffee stand is approximately 20 feet tall and reflects 7 Brew’s branding. A dumpster enclosure will also be finished in matching materials. Utilities and Stormwater: Water and sanitary sewer service will connect to existing utilities located at the northwest corner of the site. Stormwater runoff will be directed to a regional stormwater system, which includes existing ponds west of the site that provide necessary treatment and detention. Additional details are provided in the City Engineer’s memo. Landscape Plan: Per City Code, the applicant is required to provide landscaping improvements equivalent to 2.5% of the building construction value. The proposed landscape plan includes a mix of canopy deciduous trees, ornamental (non-canopy) deciduous trees, and a variety of coniferous and flowering shrubs, intended to enhance the site's aesthetics, provide visual interest year-round, and soften the appearance of the development. In addition, a 15-foot-wide landscaped buffer is required along Pilot Knob Road, which must incorporate a combination of trees and shrubs to provide screening and improve the streetscape appearance. The landscape plan will be reviewed for compliance with all City landscaping standards, including plant material specifications, spacing, and long-term maintenance requirements, prior to issuance of permits. Budget Impact: Park dedication was deferred at the time of platting due to the unknown end user. Now that development is proposed, park dedication is required based on projected employee density. For commercial service uses, the City estimates two employees per 1,000 sq. ft. of building area. Based on a 510 sq. ft. structure, the required park dedication is approximately 0.0024 acres. At a land value of $265,000 per acre, the park dedication fee in lieu of land is calculated to be $645. Attachments: 1. Applicant Narrative 2. Location Map 3. Zoning Map 4. Plat 5. Plan Set 6. Resolution Page 10 of 46 7. Resolution 8. Memo 9. Memo Page 11 of 46 Kueber Coffee Minnesota, LLC | 7 Brew Franchisee | 445 E Market St, Suite 310, Louisville, KY 40202 05/18/25 Via: UPS City of Apple Valley 7100 W 147th Street Apple Valley, MN 55124 RE: 7 Brew Coffee – 15460 English Ave Project Narrative Seven Brew is a drive thru only coffee concept that serves beverages and no food. We serve a variety of made to order beverages, including coffee, tea, Italian sodas, smoothies, shakes, energy drinks, and hot chocolate. We believe we are the face of a coffee revolution with our unique speed of service coupled with quality products. Our delicious drinks are made from the best ingredients, served by always energetic, upbeat, fun, and welcoming baristas, in a fast and consistent drive thru. Each one of our location’s employees between 40-50 high energy people that are sure to put a smile on guests’ faces! Our model takes up a small footprint of around half an acre to an acre with a 510 square foot prefabricated building. At Seven Brew, we offer drive thru only with two ordering lanes that help us process orders ultra-fast (think Chick-fil-A) to allow our guest to get in and out to tackle their day. There is no interior or exterior seating available. Our baristas greet guest at their vehicles with iPad and drinks are then delivered directly to the vehicles. There are no obnoxious speaker boxes, all our interactions are person to person. Our stands operates Sunday thru Thursday from 5:30 am to 10:00 pm and from 5:30 am to 11:00 pm on Friday and Saturday. Our thoughtfully designed building has a canopy that stems from each side to protect our employees and our guests from the weather during the ordering and delivery process. We do offer walk up ordering service, but this equates to less than 1% of our sales and is typically used by first responders, which we offer a 50% discount too. We are proposing to develop Proposed Lot 1, Block 1 of McDonalds at Orchard Place with a 510 square foot stand with a 280 square foot remote cooler and storage structure along with a dumpster enclosure and associated site, utility and landscape improvements. Both the stand and cooler structures are prefabricated in Springfield, Missouri and then trucked to the site, which expediates our construction timeline. The stand, cooler/storage structure, and dumpster enclosure are clad in an attractive and durable Nichiha fiber cement product. Nichiha cladding is highly durable and can withstand a variety of harsh environments, including extreme temperatures, moisture, UV radiation, and insects all while requiring minimal maintenance. Page 12 of 46 Kueber Coffee Minnesota, LLC | 7 Brew Franchisee | 445 E Market St, Suite 310, Louisville, KY 40202 The Property is accessed off of English Avenue via a shared driveway with Chafin Vet designed to manage traffic for both the McDonald’s Site and the 7 Brew site. The previously approved access design specifically contemplates traffic management for the Property and ensures that any congestion is limited to the Property rather than impacting the public right of way. The City Engineer reviewed the subdivision proposal in light of McDonald’s estimated traffic generation during the sketch plan review for that project and determined that there are no significant traffic impacts related to the use. Conditional Use Permit for a Class III A coffee house is defined as a Class III restaurant and requires a Conditional Use Permit in the RB Zoning District. The Project will comply with the CUP standards of Section 155.399(D) of the City Code: (1) Will not be detrimental to or endanger the public health, safety, or general welfare of the neighborhood or the city. The Project is consistent with the public health, safety, and welfare because it adheres to the standards and regulations set forth by the City and provides design and operational mitigation for noise, traffic, and odor- the primary concerns for such developments. Class II restaurants are specifically contemplated by the RB District, reflecting that when properly managed through appropriate conditions, the use aligns with the City’s underlying policy goals. The Project mitigates any potential impacts, including traffic congestion, noise levels, and odors, ensuring that the development will not adversely affect the surrounding community. (2) Will be harmonious with the general and applicable specific objectives of the comprehensive plan and code provisions. The Property is located within the Fischer Mine area, designated as a priority planning area within the 2040 Plan alongside the City’s Downtown Core. These adjacent districts contain similar uses including existing Class-II restaurants. The former Fischer Mine, now under development pursuant to the Orchard Place master plan includes over 400 acres for total development space with 262 acres for non-residential employment-based use, guided as Mixed Business Campus (“MBC”). The MBC is designed to create a high-quality setting for general office, corporate office, research and development, manufacturing, and related supportive uses- like restaurants and retail. The MBC is distinguished from the city’s Mixed-Use designation because it is specifically designed to drive economic development, permit higher intensity uses, with a lower residential yield. The 2040 Plan specifically contemplates the integration of drive through facilities within the MBC so long as the use is appropriately buffered from residential uses and incorporates thoughtful building design. The proposed Plans accomplish both goals. (3) Will be designed, constructed, operated and maintained so as to be compatible or similar in an architectural and landscape appearance with the existing or intended character of the general vicinity and will not change the essential character of that area, nor substantially diminish or impair property values within the neighborhood. The proposed building materials and site design will meet the Building and Site Design standards of the RB zoning district. Each side of the building is composed of a two tone Nichiha Fiber Cement product that is Page 13 of 46 Kueber Coffee Minnesota, LLC | 7 Brew Franchisee | 445 E Market St, Suite 310, Louisville, KY 40202 both 100% non-combustible, non-degradable and maintenance-free. Rooftop mechanical equipment will be screened with parapet walls that are an extension of the building façade. (4) Will be served adequately by existing (or those proposed in the project) essential public facilities and services, including streets, police and fire protection, drainage, structures, refuse disposal, water and sewer systems and schools. The Project will be adequately served by water, sanitary, and storm sewer utility services, which are stubbed into the Property from the access drive of the Chafin Vet property. Access to the site will be provided from English Avenue. Site drainage will be managed through on-site drainage structures and conveyed via storm sewer to the regional basin located west of the site. (5) Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be hazardous or detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare or odors. The direct interaction of our employees taking orders at customers’ vehicles eliminates order speakers associated with typical drive thru facilities. There are no food options on the menu and therefore no food cooking equipment. The only refused created by the operation is non-organic in nature and therefore will not create any odors. (6) Will have vehicular ingress and egress to the property which does not create traffic congestion or interfere with traffic on surrounding public streets. The Project is benefited by existing ingress and egress designed to manage traffic of off 155th Street, thereby reducing impacts on residential property owners across Pilot Knob Road. Access to the site is via English Avenue, located approximately 1,600 feet by car from the nearest residential access drive to Boden Senior Living. As a result, traffic from the proposed restaurant will not significantly impact residential traffic. (7) Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. The Project is consistent with the 2040 Plan and the RB zoning district. Class II restaurants are an approved use within the RB district, and the development plan aligns with similar projects to the south, such as Chipotle, as well as established operators in the downtown district like Culver's and Chick-fil-A. These examples demonstrate integration of retail and restaurant uses within the surrounding area, including limited or negligible impacts on adjacent residential properties through thoughtful site design and conditions of approval. Page 14 of 46 Kueber Coffee Minnesota, LLC | 7 Brew Franchisee | 445 E Market St, Suite 310, Louisville, KY 40202 Variance to allow a Class III restaurant to open at 5:30 am (i) Special conditions apply to the structures or land in question that are particular to the property and do not apply generally to other land or structures in the district or vicinity in which the land is located; The strict application of the ordinance prohibits the use of the Property for any Class III Fast Food Restaurant, even though the comprehensive plan contemplates the use and the policy goals advanced by the ordinance are successfully mitigated by project design and operational controls. While each variance is unique, the City has previously issued several variances to this standard for Class II restaurants. (ii) The granting of the proposed variances will not be contrary to the intent of this chapter; Restricting hours of operation to 6:00 am to 11:00 pm is designed to mitigate noise and light impacts. As previously described, noise, odor, and traffic will be well managed by site design and operational protocols. Noise and odor generation comply with Minnesota law. All lighting will be contained within the site. Retention of the berm on the project side of Pilot Knob Road, as well as the berm, and alternating privacy fencing and landscaping on the opposite side of Pilot Knob Road will mitigate these concerns. The size of and number of vehicles utilizing Pilot Knob Road also lends support to approval of the proposed use. If the residential properties were on the same side of the roadway as the proposed restaurant, perhaps the impacts would be more significant and mitigation could be more difficult. The separation of the proposed use from residential uses by a four-lane county road, plus water management areas in the case of the senior living facility, distinguishes this Property from other potential sites within the MBC. Granting the variances is consistent with the 2040 Plan and uses contemplated by the zoning district. The MBC district contemplates use of smaller development sites for commercial retail uses to serve office and medical users within the Orchard Place plan area. Lastly, granting the variance subject to design conditions is consistent with existing operations in the City. (iii) The special conditions or circumstances do not result from the actions of the owner/applicant As previously described, the proposed use is contemplated for the Property by both the 2040 Plan and the Orchard Place Master Plan, which envision it as a supportive service for the surrounding commercial properties. Upon reviewing the permitted uses within both the RB and LB districts, it is clear that a variety of uses with similar perceived impacts are allowed by right, including catering establishments, laundry and dry-cleaning pickup, laundromats, 24-hour health clubs, and auto parts stores. (iv) The granting of the variances will not merely serve as a convenience to the applicant, but is necessary to alleviate practical difficulties in complying with the zoning provisions of this Code; The adjacency to higher intensity retail and commercial uses like Lunds, Target and the veterinarian next door, make this an excellent site for transitioning to the office uses to the north from the retail/commercial uses to the south. Page 15 of 46 Kueber Coffee Minnesota, LLC | 7 Brew Franchisee | 445 E Market St, Suite 310, Louisville, KY 40202 (v) The variances requested are the minimum variance necessary to alleviate the practical difficulty The variances requested are the minimum necessary in order to operate the proposed 7 Brew at this location. If you have questions or concerns about these items, please contact me at brian.evans@7brewteam.com or 502-528-1798. Best, Brian Evans Director of Entitlements Page 16 of 46 Page 17 of 46 Page 18 of 46 Page 19 of 46 Page 20 of 46 Page 21 of 46 S S S S S S S S CO CO S ST ST ST ST ST ST ST ST ST S S ST O P ST O P LA N E 1 LA N E 2 PA S S TH R U PA S S TH R U PA S S TH R U ST O P W W W W W W W W W W W W C CUE UE UE UE UE UE UE CO CO CO CO ST ST ST ST ST ST ST ST ST ST ST ST ST G G G G G G UE UE UE UE UE UE UE U EUE UE UE UE S T S T ST S S S S S S S S ST ST ST ST W W W W W PL PL PLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL UE UEUEUEUEUEUEUEUEUEUEUEUEUEUE G G G G G G G G G G G G G G G G G G G G G G G G G G G OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO W PROPOSED BUILDING FF ELEVATION:949.04 TOP OF FOUNDATION WALL: 948.12 PI L O T K N O B R O A D (P U B L I C S T R E E T ) COOLER / STORAGE SLAB ELEVATION: 949.00 MCDONALD'S 4584 BUILDING 3,859 SF 1.51 AC FFE: 948.00 F S D DYH D W W W LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D L O D L O D LODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LOD LO D LOD L O D 25 . 0 0 ' 50.00' 945 94 5 945 94 6 946 946 946 94 6 947 94 7 94 7 947 947 94 7 9 4 7 947 9 4 7 94 7 948 948 948 94 8 948 9 4 3 9 4 4 9 4 5 94 6 9 4 6 9 4 6 946 94 6 9 4 7 94 7 94 7 947 94 7 938 93 8 93 9 93 9 93 9 939 940 94 0 941 94 1 942 94 2 943 94 3 944 94 4 94 5 9 4 5 945 94 5 9 4 6 9 4 6 946 94 6 94 7 9 4 7 9 4 7 94 7 94 8 94 8 9 4 8 948 946 94 7 94 8 1 3 4 9 5 8 8 6 6 2 2 2 7 7 7 7 7 949 C1.2 EROSION CONTROL PLAN 7 B R E W C O F F E E AP P L E V A L L E Y , M N 15 5 T H S T W & P I L O T K N O B R D AP P L E V A L L E Y , M N 5 5 1 2 4 DATE:APRIL 3, 2025 PROJECT NUMBER: 110 005 REVISION: NAME: ENGINEER OF RECORD: LICENSE NO. SHAWN WAYNE BARRY MN #PE-45838 1550 E. REPUBLIC ROAD SPRINGFIELD, MO 65804 Ph: 417-888-0645 Fax: 417-888-0657 www.tothassociates.com © MN# 1063075500037www.gopherstateonecall.org 1-800-252-1166 Call 811 or 2025 Toth and Associates, Inc. KEY NOTES: 1 2 3 4 7 INSTALL 500 L.F. ± OF COMPOST FILTER SOCK PER DETAIL 1.02 SHEET C7.1. APPROXIMATE LOCATION OF CONCRETE WASHOUT PER DETAIL 1.03 SHEET C7.1. APPROXIMATE LOCATION OF PORTABLE RESTROOM. 6 APPROXIMATE LOCATION OF TEMPORARY ROLL-OFF DUMPSTER. 5 LIMITS OF DISTURBANCE = 0.97 ACRES. PROPOSED OUTFALL. INSTALL TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL 1.01 SHEET C7.1. 8 CURB INLET SEDIMENT BARRIER PROTECTION PER DETAIL 1.04 SHEET C7.2. ~TREE PROTECTION ~CONSTRUCTION ENTRANCE ~PERIMETER CONTROL (SILT SOCK) INSTALLATION OF PRE-CON BMP'S PHASE 1 (PRE - CONSTRUCTION) ~RETAIN TOPSOIL ~STOCK PILE PROTECTION ~DEWATERING ~DUST CONTROL PHASE CONSTRUCTION ACTIVITIES BEST MANAGEMENT PRACTICES INSTALLED ~CONCRETE WASHOUT PIT ~CONSTRUCTION ENTRANCE ~TEMPORARY SEEDING ~HYDROSEED ~RIP RAP PLACEMENT ~SEED / STRAW PHASE 2 CLEARING CONSTRUCTIONPHASE 3 PHASE 4 (FINAL STABILIZATION) FINAL STABILIZATION OF ALL DISTURBED AREAS PHASING TABLE: APPROXIMATE LOCATION OF SOIL STOCKPILES. PROTECT STOCKPILES WITH COMPOST FILTER SOCK.9 0 H. SCALE: 1" = 20' 2010 6-6-2025 CITY REVIEW COMMENTS1 1 06/06/2025 Page 22 of 46 S S S S S S S S CO CO S ST ST ST ST ST ST ST ST ST S S ST O P ST O P LA N E 1 LA N E 2 PA S S TH R U PA S S TH R U PA S S TH R U ST O P W W W W W W W W W W W W C CUE UE UE UE UE UE UE CO CO CO CO ST ST ST ST ST ST ST ST ST ST ST ST ST G G G G G G UE UE UE UE UE UE UE U EUE UE UE UE S T S T ST S S S S S S S S ST ST ST ST W W W W W PL PL PLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL UE UEUEUEUEUEUEUEUEUEUEUEUEUEUE G G G G G G G G G G G G G G G G G G G G G G G G G G G OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO W PROPOSED BUILDING FF ELEVATION:949.04 TOP OF FOUNDATION WALL: 948.12 PI L O T K N O B R O A D (P U B L I C S T R E E T ) COOLER / STORAGE SLAB ELEVATION: 949.00 16 23 MCDONALD'S 4584 BUILDING 3,859 SF 1.51 AC FFE: 948.00 2 T F S D DYH D W W W R 3 8 . 0 0 ' R31 . 0 0 ' R3. 0 0 ' R3 . 0 0 ' R1 0 . 0 0 ' R1 0 . 0 0 ' R1 5 . 0 0 ' R1 5 . 0 0 ' R 1 5 . 0 0 ' R 5 . 0 0 ' R5. 0 0 ' R 3 . 0 0 ' 225.20' 1 0 . 5 7 ' 25 . 0 0 ' 267.09' 4. 4 6 ' 13.38' 29.6 0 ' 18 . 4 8 ' 117.88' 5.00' 8. 0 0 ' 27 . 2 1 ' 24.92' 130.99' 1 6 . 7 8 ' 1 3 . 8 9 ' 213.40' 1 7 . 0 0 ' 1 7 . 0 0 ' 14.5 0 ' 10.0 0 ' 45.00' 25 . 5 0 ' 26 . 7 0 ' 5.00' 5. 0 0 ' 10.50' 3. 0 0 ' 16.09' 3. 2 4 ' 8. 7 4 ' 3. 2 6 ' 5. 0 0 ' 5.00' 23 . 0 0 ' 49.82' 21 . 9 4 ' 5.00' PARKING SETBACK 5.00' PARKING SETBACK 40.00' BUILDING SETBACK 15.00' BUILDING SETBACK 5. 0 0 ' PA R K I N G S E T B A C K 15 . 0 0 ' BU I L D I N G S E T B A C K 5. 0 0 ' PA R K I N G S E T B A C K 15 . 0 0 ' BU I L D I N G S E T B A C K 30 . 2 0 ' 24 . 8 2 ' 51.58' 6.00' 18 . 5 0 ' 5. 0 0 ' 5. 0 0 ' N89°23'54"E 382.99' S0 ° 4 2 ' 5 5 " E 11 5 . 2 2 ' S89°31'17"W 383.33' N0 ° 3 2 ' 4 0 " W 11 4 . 3 9 ' 18 1 7 1 2 2 2 2 2 4 3 5 6 7 7 8 8 8 9 10 11 12 13 12 14 14 15 15 16 17 20 20 20 19 25 25 24 24 23 24 3 3 22 22 22 8 20 15 15 16 16 16 13.00' 14 14 21 26 6. 5 0 ' 5.00' 6. 0 0 ' 7. 5 0 ' R1 5 . 0 0 ' R 1 5 . 0 0 ' 5. 5 0 ' 29.58' C2.1 SITE PLAN 7 B R E W C O F F E E AP P L E V A L L E Y , M N 15 5 T H S T W & P I L O T K N O B R D AP P L E V A L L E Y , M N 5 5 1 2 4 DATE:APRIL 3, 2025 PROJECT NUMBER: 110 005 REVISION: NAME: ENGINEER OF RECORD: LICENSE NO. SHAWN WAYNE BARRY MN #PE-45838 1550 E. REPUBLIC ROAD SPRINGFIELD, MO 65804 Ph: 417-888-0645 Fax: 417-888-0657 www.tothassociates.com © MN# 1063075500037www.gopherstateonecall.org 1-800-252-1166 Call 811 or 2025 Toth and Associates, Inc. 0 H. SCALE: 1" = 20' 2010 6-6-2025 CITY REVIEW COMMENTS1 HATCH LEGEND: = KEY NOTES: PARKING REQUIREMENTS: 1 SPACE PER EMPLOYEE DURING LARGEST SHIFT = 12 STALLS. PROVIDED = 12 STALLS, 11 STANDARD AND 1 ADA. STORMWATER NOTES: PRE-PROJECT IMPERVIOUS AREA = 0 S. F. PRE-PROJECT PERVIOUS AREA = 43,989 S. F. TOTAL = 43,989 S. F. POST-PROJECT IMPERVIOUS AREA = 31,029 S. F. POST-PROJECT PERVIOUS AREA = 12,960 S. F. TOTAL = 43,989 S. F. NOTE: CALCULATIONS PROVIDED FOR IMPERVIOUS SURFACE LIMITS ARE AREAS WITHIN PROPERTY LINE. ZONING: ZONING: RB - RETAIL BUSINESS. PROPOSED USE: RESTAURANT WITH DRIVE THRU. = = QUANTITIES TURF GRASS SOD. INSTALL PER SUPPLIER'S INSTALLATION INSTRUCTIONS.= LANDSCAPE MULCH. SMOOTH SOIL SHALL BE COVERED BY WEED FABRIC AND TOPPED WITH 3 TO 4-INCH LAYER OF SHREDDED HARDWOOD MULCH, MATCH EXISTING COLOR. = CURB & GUTTER: 1,395 L.F. ASPHALT PAVEMENT: 18,550 S.F. 8” CONCRETE PAVEMENT: 1,865 S.F. 4” CONCRETE SIDEWALK: 2,365 S.F. COOLER/STORAGE SLAB:420 S.F. TURF GRASS SOD:7,078 S.F. LANDSCAPE MULCH 4,805 S.F. PROJECT FOOTPRINT 43,989 S.F. ≈ 1.01 ACRES PROPOSED BUILDING (1 STORY) - RETAIL = 510 S.F. REMOTE COOLER = 280 S.F. CONSTRUCTION TYPE: V-B ASPHALT PAVEMENT PER DETAIL 2.06, SHEET C7.1. CONCRETE SIDEWALK PER SIDEWALK DETAIL 2.02, SHEET C7.1. CONCRETE PAVEMENT PER CONCRETE PAVEMENT DETAIL 2.03 AND 2.05, SHEET C7.1. 1 MATCH EXISTING PAVEMENT. 2 CONCRETE CURB & GUTTER PER DETAIL 2.01, SHEET C7.1. 3 SIDEWALK PER DETAIL 2.02, SHEET C7.1. 4 EDGE OF CONCRETE SLAB TO BE THICKENED CONCRETE PER STOOP/WALK EDGE DETAIL 2.04, SHEET C7.1. 5 CONCRETE PAVEMENT PER CONCRETE PAVEMENT DETAILS 2.03 & 2.05, SHEET C7.1. 6 REMOTE COOLER LOCATION, COOLER TO BE INSTALLED ON 4" THICK CONCRETE PAD WITH THICKENED EDGE PER STRUCTURAL PLANS. 7 8 BUILDING CANOPY OUTLINE. CANOPY COLUMNS LOCATIONS, TYPICAL. CONCRETE PAVEMENT FOR TRASH ENCLOSURE PER CONCRETE PAVEMENT DETAILS 2.03 & 2.05, SHEET C7.1.10 11 TRASH ENCLOSURE AND GATE, PER ARCHITECTURAL PLANS. 6' PIPE BOLLARD, TYPICAL PER DETAIL 2.09, SHEET C7.1.12 13 14 15 16 17 18 19 21 CONNECT TO EXISTING CURB. 20 22 INSTALL CURB TRANSITION PER DETAIL 2.15, SHEET C7.2. 23 EXISTING CURB AND GUTTER, DO NOT DISTURB. EXISTING LIGHT POLE, TO REMAIN. 40 FOOT BUILDING SETBACK LINE. BUILDING AND LOT DATA: 9 BUILDING FOUNDATION WALL AND FOOTING PER STRUCTURAL PLANS. REFER TO DETAIL 2.07, SHEET C7.1 FOR FOUNDATION WALL ELEVATION. 24 =COOLER/STORAGE PAD PER STRUCTURAL DETAIL 7 SHEET S2.1. ACCESSIBLE PATH FROM PARKING TO BUILDING. SIGN, SEE SHEET C6.1. 3' PIPE BOLLARD, TYPICAL PER DETAIL 2.09, SHEET C7.1. 25 TYPE 2 ADA CURB RAMP PER DETAIL 2.12, SHEET C7.2. TYPE 3 ADA CURB RAMP PER DETAIL 2.13, SHEET C7.2. 15 FOOT BUILDING SETBACK LINE. 5 FOOT PARKING SETBACK LINE. 26 TYPE 4 ADA CURB RAMP PER DETAIL 2.14, SHEET C7.2. DIMENSION FROM PROPERTY LINE TO NEAREST BUILDING STRUCTURE. 1 1 06/06/2025 Page 23 of 46 S S S S S S S S CO CO S ST ST ST ST ST ST ST ST ST S S ST O P ST O P LA N E 1 LA N E 2 PA S S TH R U PA S S TH R U PA S S TH R U ST O P W W W W W W W W W W W W C CUE UE UE UE UE UE UE CO CO CO CO ST ST ST ST ST ST ST ST ST ST ST ST ST G G G G G G UE UE UE UE UE UE UE U EUE UE UE UE S T S T ST S S S S S S S S ST ST ST ST W W W W W PL PL PLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL UE UEUEUEUEUEUEUEUEUEUEUEUEUEUE G G G G G G G G G G G G G G G G G G G G G G G G G G G OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO W PROPOSED BUILDING FF ELEVATION:949.04 TOP OF FOUNDATION WALL: 948.12 PI L O T K N O B R O A D (P U B L I C S T R E E T ) COOLER / STORAGE SLAB ELEVATION: 949.00 16 23 MCDONALD'S 4584 BUILDING 3,859 SF 1.51 AC FFE: 948.00 2 T F S D DYH D W W W 1 -0.6% -1 . 1 % - 1 . 8 % -0.7% -1 . 2 % 93 9 93 9 93 9 93 9 94 0 94 0 9 4 1 94 1 9 4 2 94 2 943 9 4 3 9 4 3 94 3 944 9 4 4 94 4 94 4 945 94 5 94 5 94 5 9 4 5 945 9 4 5 94 5 94 5 94 6 946 9 4 6 9 4 6 94 6 94 6 9 4 6 946 94 6 94 6 94 6 9 4 7 94 7 94 7 947 947 947 94 7 9 4 7 9 4 7 9 4 7 94 7 9 4 7 94 7 94 8 94 8 9 4 8 94 8 94 8 948 94 9 9 4 9 939 94 0 941 942 943 944 945 946 94 7 946 947 94 7 94 8 949 945 945 94 6 946 946 94 6 947 947 947 947 9 4 7 94 7 948 948 948 9 4 8 945 1 1 1 2 3 3 4 5 2 2 TC 947.82 TS 947.32 TC 947.75 TS 947.25 TC 947.15 GT 947.15 TC 947.22 GT 947.22 TC 948.99 GT 948.49 TC 948.92 GT 948.42 TC 948.83 GT 948.33 TC 948.07 GT 947.57 TC 947.63 GT 947.13 TC 947.32 GT 946.82 TC 947.22 GT 946.72 TC 946.89 GT 946.39 TC 946.76 GT 946.26 TC 946.76 GT 946.26TC 947.65 GT 947.15 TC 947.58 GT 947.08 TC 947.45 GT 946.95 TC 947.13 TS 946.63 TC 947.05 TS 947.05 TC 946.58 GT 946.58 TC 947.00 GT 946.50 TC 946.47 GT 945.97 TC 946.55 GT 946.05 TC 948.29 GT 947.79 TC 948.37 GT 947.87 TC 948.74 GT 948.24 TC 949.00 GT 948.50 TC 948.90 GT 948.40 TC 948.96 GT 948.46 TC 948.90 GT 948.40 TC 948.95 GT 948.45 TC 948.89 GT 948.39 TC 948.84 GT 948.34 TC 948.81 GT 948.31 TC 948.71 GT 948.21 TC 948.68 GT 948.18 TC 948.73 GT 948.23 EX TC 948.26 EX GT 947.76 TC 948.24 GT 947.74 TC 947.58 GT 947.08 TC 947.52 GT 947.02 TC 947.46 GT 946.96 TC 947.82 GT 947.32 TC 948.03 GT 947.53TC 948.18 GT 947.68 TC 947.74 GT 947.24 TC 948.46 GT 947.96 TC 948.73 GT 948.23 TC 948.69 GT 948.19 TC 948.95 GT 948.45 TC 948.61 GT 948.11 TC 947.84 GT 947.34 TC 947.27 GT 946.77TC 944.80 GT 944.30 TC 944.80 GT 944.30 TC 949.00 TP 949.00 TC 949.00 TP 949.00 TP 948.76TP 948.76 TP 947.93TP 947.48TP 947.26 TC 949.00 TP 948.58 TS 949.00 TS 949.00 TS 948.81 TS 948.91 TS 949.00 TS 949.00 TS 948.90TS 948.90 TS 949.00 TS 949.00 TS 948.79 TS 948.42 TS 948.34TS 946.60TS 946.52 TS 948.71 TC 946.70 GT 946.70 TC 948.37 GT 948.37 TC 948.37 GT 948.37 TP 946.70 TP 946.87 TP 946.70 TP 946.53 TP 946.45 TP 946.63 TP 946.52 TC 947.32 GT 946.82 TP 948.11 TC 945.31 GT 944.81 TC 945.84 GT 945.34 TC 946.50 GT 946.00 TC 948.47 GT 947.97 TC 948.00 GT 947.50 TC 947.51 GT 947.01 TC 945.91 GT 945.41 TS 947.57 TC 946.56 TS 946.06 TC 946.50 TS 946.00 TC 946.66 TS 946.16 TC 946.66 TS 946.16 TC 946.05 GT 946.05 TC 946.06 GT 946.06 TC 945.95 GT 945.95 TC 946.06 GT 946.06 TC 946.65 TS 946.15 TC 946.55 TS 946.05 EX TC 946.35 EX GT 945.85 EX TC 947.81 EX GT 947.31 EX TC 947.56 EX GT 947.06 EX TC 947.66 EX TP 947.66 EX TC 947.91 EX TS 947.91 RIM 947.30 TP 947.92 -1.7% -1.8% -2 . 6 % -2 . 6 % -3.9% -3.9%-1 . 1 % -1 . 1 % TC 948.83 GT 948.33 TC 948.83 GT 948.33 TS 948.93 TS 948.92 RIM 946.26 RIM 944.30 3 6 TC 947.09 GT 946.59 TC 947.83 GT 947.33 EX TP 947.30 EX TP 947.04 EX TP 947.17 EX TP 946.91 TC 946.32 GT 946.32 EX TP 946.27 TC 947.21 TS 946.71 TC 947.17 TS 946.67 TC 948.26 GT 947.76 MATCH EXISTING ELEVATION. ABBREVIATIONS BACK OF CURB STANDARD CATCH CURB CENTER LINE CORRUGATED METAL PIPE EDGE OF PAVEMENT FLARED END SECTION FLOW LINE GUTTER INVERT GUY WIRE HIGH DENSITY POLYETHYLENE INVERT LINEAR FEET MOUNTABLE CURB RIGHT-OF-WAY REINFORCED CONCRETE PIPE SPILL CURB TOP OF BASE ROCK TOP OF CURB TOP OF GROUND TOP OF PAVEMENT TOP OF SIDEWALK TOP OF WALL BC CC CL CMP EP FES FL GT GY HDPE INV LF MC R/W RCP SC TB TC TG TP TS TW POLYVINYL CHLORIDE PIPEPVC EXISTING TOP OF PAVEMENTEX TP KEY NOTES: 1 HIGH POINT IN PAVEMENT.2 CENTERLINE OF GRADE BREAK IN PAVEMENT.3 PROPOSED REMOTE COOLER.4 CENTERLINE OF SWALE IN PAVEMENT.7 B R E W C O F F E E AP P L E V A L L E Y , M N 15 5 T H S T W & P I L O T K N O B R D AP P L E V A L L E Y , M N 5 5 1 2 4 DATE:APRIL 3, 2025 PROJECT NUMBER: 110 005 REVISION: NAME: ENGINEER OF RECORD: LICENSE NO. SHAWN WAYNE BARRY MN #PE-45838 1550 E. REPUBLIC ROAD SPRINGFIELD, MO 65804 Ph: 417-888-0645 Fax: 417-888-0657 www.tothassociates.com © MN# 1063075500037www.gopherstateonecall.org 1-800-252-1166 Call 811 or 2025 Toth and Associates, Inc. DIRECTION OF SHEET FLOW EXISTING TOP OF SIDEWALKEX TS 5 C3.1 GRADING PLAN 0 H. SCALE: 1" = 20' 2010 INSTALL FLUSH CURB.5 6-6-2025 CITY REVIEW COMMENTS1 1 06/06/2025 Page 24 of 46 S S S S S S S S CO CO S ST ST ST ST ST ST ST ST ST S S ST O P ST O P LA N E 1 LA N E 2 PA S S TH R U PA S S TH R U PA S S TH R U ST O P W W W W W W W W W W W W C CUE UE UE UE UE UE UE CO CO CO CO ST ST ST ST ST ST ST ST ST ST ST ST ST G G G G G G UE UE UE UE UE UE UE U EUE UE UE UE S T S T ST S S S S S S S S ST ST ST ST W W W W W PL PL PLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL UE UEUEUEUEUEUEUEUEUEUEUEUEUEUE G G G G G G G G G G G G G G G G G G G G G G G G G G G OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO W PROPOSED BUILDING FF ELEVATION:949.04 TOP OF FOUNDATION WALL: 948.12 PI L O T K N O B R O A D (P U B L I C S T R E E T ) COOLER / STORAGE SLAB ELEVATION: 949.00 16 23 MCDONALD'S 4584 BUILDING 3,859 SF 1.51 AC FFE: 948.00 2 T F S D DYH D W W W S S S S S S S S CO CO S ST ST ST ST ST ST ST ST ST S S W W W W W W W W W W W W C CUE UE UE UE UE UE UE CO CO CO CO ST ST ST ST ST ST ST ST ST ST ST ST ST G G G G G G UE UE UE UE UE UE UE U EUE UE UE UE S T S T ST S S S S S S S S ST ST ST ST W W W W W UE UEUEUEUEUEUEUEUEUEUEUEUEUEUE G G G G G G G G G G G G G G G G G G G G G G G G G G G OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO W 16 23 MCDONALD'S 4584 BUILDING 3,859 SF 1.51 AC FFE: 948.00 2 T F S D DYH D W W W 1 1 1 1 2 2 2 2 9 8 99 25 7 5 11 14 10 3 2 4 2 6 12 13 15 25 2 2 2 17 181818 18 18 19 19 19 1920 25 25 9 9 21 22 25 454' 27 16 16 11 11 11 11 28 29 30 31 25 25 23 2 2433 32 37 35 36 38 32 34 37 39 40 7 B R E W C O F F E E AP P L E V A L L E Y , M N 15 5 T H S T W & P I L O T K N O B R D AP P L E V A L L E Y , M N 5 5 1 2 4 DATE:APRIL 3, 2025 PROJECT NUMBER: 110 005 REVISION: NAME: ENGINEER OF RECORD: LICENSE NO. SHAWN WAYNE BARRY MN #PE-45838 1550 E. REPUBLIC ROAD SPRINGFIELD, MO 65804 Ph: 417-888-0645 Fax: 417-888-0657 www.tothassociates.com © MN# 1063075500037www.gopherstateonecall.org 1-800-252-1166 Call 811 or 2025 Toth and Associates, Inc. C4.1 UTILITY PLAN KEY NOTES: 1 CONTINUATION OF UTILITY TO BUILDING. 2 INSTALL 45° BEND, TYPICAL. 3 INSTALL 290 L.F. ± OF 1" SCH. 80 PVC WATER LINE TO BE INSTALLED BY CONTRACTOR FROM WATER METER TO BUILDING PER PIPE INSTALLATION DETAIL 4.01, SHEET C7.2. 4 1" WATER METER TO BE INSTALLED BY WATER UTILITY PROVIDER. CONTRACTOR TO CONFIRM FINAL WATER METER LOCATION WITH THE WATER UTILITY PROVIDER PRIOR TO INSTALLATION OF WATER SERVICE LINE. 6 INSTALL 240 L.F. ± OF 4" SCH. 40 PVC SANITARY SEWER SERVICE AT A MINIMUM SLOPE OF 1.00% PER PIPE INSTALLATION DETAIL 4.01, SHEET C7.2. 7 CONTRACTOR TO CONNECT 4" SCH. 40 PVC SANITARY SEWER SERVICE LINE TO EXISTING SEWER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF SEWER LINE TO ENSURE NO CONFLICT PRIOR TO CONSTRUCTION. COORDINATE CONNECTION WITH SEWER UTILITY PROVIDER. 9 SEWER LATERAL CLEAN OUT PER DETAIL 4.02, SHEET C7.2. ROUTING OF PROPOSED ELECTRIC UTILITY AND POINT OF CONNECTION SHOWN IS APPROXIMATE. CONTRACTOR TO COORDINATE WITH ELECTRIC UTILITY PROVIDER TO DETERMINE FINAL LOCATION PRIOR TO INSTALLATION OF ELECTRIC SERVICE LINE. BURIED ELECTRIC LINE, SEE MEP PLANS. 10 11 16 INSTALL 20 L.F. ± OF 2.0" DIA. SCH. 40 PVC DISCHARGE LINE FROM SUMP PUMP. PLUMB DISCHARGE LINE TO ROOF DRAINAGE SYSTEM. 13 14 ROUTING OF PROPOSED COMMUNICATION UTILITY AND POINT OF CONNECTION SHOWN IS APPROXIMATE. CONTRACTOR TO COORDINATE WITH COMMUNICATION UTILITY PROVIDER TO DETERMINE FINAL LOCATION PRIOR TO INSTALLATION OF COMMUNICATION SERVICE LINE. (2) 2" COMMUNICATIONS CONDUITS WITH PULLWIRE. LIGHT POLE, SEE MEP PLANS. INSTALL 48" I.D. TYPE II CATCH BASIN MANHOLE PER DETAIL 4.03 SHEET, C7.2. RIM 944.30, FL IN (SE) FROM 8" HDPE 941.75, FL OUT (NW) TO 12" HDPE 941.55. 17 18 20 INSTALL 16 L.F. ± 12-INCH HDPE STORM LINE AT 15% SLOPE, PER PIPE INSTALLATION DETAIL 4.01, SHEET C7.2. 21 25 UTILITY CROSSING, CONTRACTOR TO COORDINATE DEPTH IN FIELD. 26 27 EXISTING 36" RCP STORM LINE. 125 GALLON SCHIER GB-75 GREASE INTERCEPTOR WITH PEDESTRIAN RATED CAST IRON COVER, PER MEP PLANS.8 DISTANCE TO NEAREST FIRE HYDRANT. 15 COMMUNICATIONS PULL BOX, SEE MEP PLANS. COORDINATE WITH COMMUNICATIONS UTILITY PROVIDER. 12 POLE MOUNTED TRANSFORMER, SEE MEP PLANS. COORDINATE WITH ELECTRIC UTILITY PROVIDER. CONNECTION OF WATER SERVICE TO BE COORDINATED WITH WATER PROVIDER.5 INSTALL 360 L.F. ± 8-INCH HDPE DOWNSPOUT HEADER STORM LINE AT 1.9% SLOPE, PER PIPE INSTALLATION DETAIL 4.01, SHEET C7.2. 24 DOWNSPOUT CONNECTION PER DETAIL 4.06, SHEET C7.2, SEE ARCHITECTURAL PLANS. INSTALL 68 L.F. ± 12-INCH HDPE STORM LINE AT 7.1% SLOPE, PER PIPE INSTALLATION DETAIL 4.01, SHEET C7.2. 19 INSTALL 60" I.D. STORMWATER MANHOLE WITH PRESERVER ENERGY DISSIPATOR AND SKIMMER AND 3' SUMP PER DETAIL 4.05, SHEET C7.3. RIM 947.37, CONNECT TO PROPOSED FL OUT (W) TO 18" HDPE BY OTHERS 936.26, FL IN (SE) FROM 12" HDPE 936.76, FL IN (NE) FROM 12" HDPE 936.76, SUMP ELEVATION 933.26. CONTRACTOR TO VERIFY FINAL LOCATION AND ELEVATION OF 18" HDPE BY OTHERS PRIOR TO CONSTRUCTION. 22 23 0 H. SCALE: 1" = 20' 2010 INSTALL 48" I.D. TYPE II CATCHBASIN MANHOLE PER DETAIL 4.03 SHEET, C7.2. RIM 946.26, FL OUT (SW) TO 12" HDPE 939.09. INSTALL 160 L.F. ± OF BURIED GAS SERVICE LINE, SEE MEP PLANS. COORDINATE CONNECTION WITH GAS UTILITY PROVIDER.28 29 COORDINATE WITH GAS UTILITY PROVIDER FOR INSTALLATION OF GAS SERVICE LINE. 30 INSTALL NEW IRRIGATION METER AND PRESSURE VACUUM BREAK BACKFLOW PREVENTION SYSTEM AS REQUIRED BY WATER UTILITY PROVIDER. CONTRACTOR TO COORDINATE WITH WATER UTILITY PROVIDER TO DETERMINE FINAL LOCATION PRIOR TO INSTALLATION OF WATER SERVICE LINE. 31 LANDSCAPE IRRIGATION SUPPLY LINE PER IRRIGATION PLAN, SEE SHEET C5.2. 1. WATER CITY OF APPLE VALLEY 6442 140TH ST W APPLE VALLEY, MN 55124 952-953-2400 2. ELECTRIC DAKOTA ELECTRIC ASSOCIATION 4300 220TH ST W FARMINGTON, MN 55024 651-463-6212 3. SEWER CITY OF APPLE VALLEY 6442 140TH ST W APPLE VALLEY, MN 55124 952-953-2400 4. GAS CENTERPOINT ENERGY 601 W 61ST ST MINNEAPOLIS, MN 55419 612-861-8686 EXISTING UTILITY PROVIDER CONTACT INFORMATION: 32 APPROXIMATE LOCATION OF PROPOSED 18" HDPE STORM PIPE BY OTHERS. CONTRACTOR TO VERIFY LOCATION AND SIZE PRIOR TO CONSTRUCTION. 33 APPROXIMATE LOCATION OF PROPOSED 4' ID JUNCTION MANHOLE BY OTHERS. DESIGN RIM 947.22, DESIGN INV IN (S, E) FROM 18" HDPE 935.97, DESIGN INV OUT (N) TO 24" HDPE 935.97. CONTRACTOR TO VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION. 34 APPROXIMATE LOCATION OF PROPOSED 24" PVC STORM PIPE BY OTHERS. CONTRACTOR TO VERIFY LOCATION AND SIZE PRIOR TO CONSTRUCTION. 35 APPROXIMATE LOCATION OF EXISTING 24" STORM PIPE. DO NOT DISTURB. 36 APPROXIMATE LOCATION OF EXISTING JUNCTION MANHOLE. DO NOT DISTURB. 37 APPROXIMATE LOCATION OF PROPOSED SANITARY SEWER INFRASTRUCTURE BY OTHERS. CONTRACTOR TO VERIFY LOCATION AND SIZE PRIOR TO CONSTRUCTION. 38 EXISTING SANITARY SEWER LATERAL. DO NOT DISTURB. 39 APPROXIMATE LOCATION OF PROPOSED WATER UTILITY INFRASTRUCTURE BY OTHERS. CONTRACTOR TO VERIFY LOCATION AND SIZE PRIOR TO CONSTRUCTION. 40 EXISTING WATER LINE. DO NOT DISTURB. 6-6-2025 CITY REVIEW COMMENTS1 1 06/06/2025 Page 25 of 46 S S S S S S S S CO CO S ST ST ST ST ST ST ST ST ST S S ST O P ST O P LA N E 1 LA N E 2 PA S S TH R U PA S S TH R U PA S S TH R U ST O P W W W W W W W W W W W W C CUE UE UE UE UE UE UE CO CO CO CO ST ST ST ST ST ST ST ST ST ST ST ST ST G G G G G G UE UE UE UE UE UE UE U EUE UE UE UE S T S T ST S S S S S S S S ST ST ST ST W W W W W PL PL PLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL UE UEUEUEUEUEUEUEUEUEUEUEUEUEUE G G G G G G G G G G G G G G G G G G G G G G G G G G G OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO W PROPOSED BUILDING FF ELEVATION:949.04 TOP OF FOUNDATION WALL: 948.12 PI L O T K N O B R O A D (P U B L I C S T R E E T ) COOLER / STORAGE SLAB ELEVATION: 949.00 MCDONALD'S 4584 BUILDING 3,859 SF 1.51 AC FFE: 948.00 9 4 5 94 5 94 5 94 6 94 6 94 6 94 7 94 7 947 94 8 94 8 94 8 94 9 94 5 9 4 5 94 5 94 1 94 2 94 3 94 4 9 4 6 9 4 6 94 6 947 94 7 94 7 947 947 9 4 7 9 4 7 94 8 94 8 948 94 8 F S D DYH D W W W 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SHRUBS GENERAL LANDSCAPING NOTES 1.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITY LINES AND OTHER ABOVE OR BELOW GROUND OBSTRUCTIONS SO THAT PROPER PRECAUTIONS SHALL BE TAKEN NOT TO DISTURB OR DAMAGE SUCH IMPROVEMENTS. REFER TO CIVIL DRAWINGS FOR PROPOSED AND EXISTING UTILITY LOCATIONS. 2.STANDARDS SET FORTH IN "AMERICAN STANDARDS FOR NURSERY STOCK" REPRESENT GENERAL GUIDELINE SPECIFICATIONS ONLY AND WILL CONSTITUTE MIN. QUALITY REQUIREMENTS FOR PLANT MATERIAL. 3.THE ARCHITECT OR OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL NOT MEETING SPECIFICATIONS. 4.ALL TREES SHALL BE CALIPERED AND UNDERSIZED TREES SHALL BE REJECTED. 5.SPECIFIED CALIPER MEASUREMENT FOR TREES SHALL BE MEASURED AT 6" ABOVE THE GRADE. 6.ANY MATERIAL WHICH DIES OR DEFOLIATES PRIOR TO ACCEPTANCE OF THE WORK SHALL BE PROMPTLY REMOVED AND REPLACED. 7.CONTRACTOR IS RESPONSIBLE FOR SOIL SAMPLING AND TESTING TO DETERMINE EXACT FERTILIZER REQS. 8.PLANTS AND OTHER MATERIALS ARE QUANTIFIED AND SUMMARIZED FOR THE CONVENIENCE OF THE CITY AND LOCAL GOVERNING BODIES. CONFIRM AND INSTALL SUFFICIENT QUANTITIES TO COMPLETE THE WORK AS DRAWN. 9.BACKFILL TREE AND SHRUB PITS WITH A PREPARED PLANTING MIX AS FOLLOWS U.N.O.: A. 2 PARTS BY VOLUME TOPSOIL. B. 1 PART BY VOLUME BROWN RIVER SAND. C. 1 PART BY VOLUME PEAT MOSS. D. 1 LB. COMMERCIAL FERTILIZER PER C.Y. OF MIX. 10.ALL TREE PITS SHALL RECEIVE A MINIMUM OF 24" OF THE SPECIFIED PLANTING MIX. 11.ALL PLANTINGS SHALL BE MULCHED WITH A 3"-4" LAYER OF SHREDDED HARDWOOD MULCH AFTER INSTALLATION OF PLANT MATERIAL. 12.ALL SHRUB PLANTING MATERIAL SHALL MEASURE A MIN. OF 18" IN HEIGHT AT THE TIME OF PLANTING. 13.THE PLAN IS SUBJECT TO CHANGES BASED ON PLANT SIZE AND MATERIAL AVAILABILITY. ANY DEVIATION TO THE APPROVED FINAL LANDSCAPING PLAN SHALL REQUIRE THE WRITTEN APPROVAL OF THE ARCHITECT PRIOR TO INSTALLATION. 14.KILL AND REMOVE ALL EXISTING WEEDS FROM THE SITE AREA PRIOR TO PLANTING. 15.REFER TO SITE GRADING PLAN FOR FINISH GRADES. 16.THE CONTRACTOR IS RESPONSIBLE FOR COMPLETELY MAINTAINING THE WORK (INCLUDING BUT NOT LIMITED TO: WATERING, MULCHING, SPRAYING, FERTILIZING, ETC.) OF ALL PLANTINGS UNTIL TOTAL ACCEPTANCE OF THE WORK BY THE ARCHITECT AND OWNER. 17.CONTRACTOR WILL STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. CONTRACTOR SHALL HAVE OWNER'S REPRESENTATIVE APPROVE ALL STAKING PRIOR TO INSTALLATION. 18.THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 19.REFER TO SITE PLAN FOR GROUND COVERING REQUIREMENTS. 20.SEEDED AREAS SHALL BE REASONABLY SMOOTH AND FREE FROM STONES, ROOTS, OR OTHER DEBRIS. 21.SODDED AREAS SHALL BE INSTALLED PER SUPPLIER'S INSTALLATION INSTRUCTIONS. 22.PERMANENT SEEDING SEASON RUNS FROM MARCH 1ST TO JUNE 1ST AND SEPTEMBER 15TH TO NOVEMBER 1ST. SEEDING AND MULCHING MUST BE DONE WHENEVER WORK IS COMPLETE REGARDLESS OF THE SEASON. WHENEVER SEEDING AND MULCH IS INSTALLED OUTSIDE THE PERMANENT SEEDING SEASON, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLANTING AND MULCHING ANY AREAS WHERE GROWTH HAS NOT BECOME ESTABLISHED DURING THE NEXT PERMANENT SEASON. 23.IT IS THE CONTRACTORS RESPONSIBILITY TO SUBMIT AND OBTAIN THE REVIEW AND APPROVAL FROM THE LOCAL GOVERNMENT AGENCY THAT HAS JURISDICTION OVER THE LANDSCAPE IMPROVEMENTS INCLUDED IN THIS SET OF DRAWINGS. 24.IT IS THE CONTRACTORS RESPONSIBILITY TO SUBMIT AND OBTAIN THE REVIEW AND APPROVAL FROM THE LOCAL GOVERNMENT AGENCY THAT HAS JURISDICTION OVER THE IRRIGATION IMPROVEMENTS INCLUDED IN THIS SET OF DRAWINGS. HATCH LEGEND PLANTING LIST TYPE COMMON NAME (SCIENTIFIC NAME)QUANTITY PROVIDED CANOPY TREES PURPLE PONY ( PRUNUS CERASIFERA )PP 5 NON-CANOPY TREES CONDITION AND SIZE 2" CAL. B&B HT x SP 12'X12' APPROXIMATE MATURE SIZE (HT x SP) LITTLE-LEAF LINDEN ( TILA CORDATA )LL 2 NORTH POLE ARBORVITAE ( THUJA OCCIDENTALIS )NP 54 10'X4' QUANTITY REQUIRED 2 5 54 =LL ( LITTLE-LEAF LINDEN ) PLANTING KEY ABELIA ( ABELIA XGRANDIFLORA )AB 34 36" MIN.12" MIN.34 2" CAL. B&B 50'X35' 2" CAL. B&B =PP ( PURPLE PONY ) =NP ( NORTH POLE ARBORVITAE ) =TT ( TATER TOT ARBORVITAE ) =AB ( ABELIA) KEY NOTES: 1 INSTALL HEAVY DUTY METAL EDGING (MIN 3/16" THICK) TO SEPARATE LANDSCAPE PLANTING AREAS FROM TURF AREAS. C5.1 LANDSCAPE PLAN 7 B R E W C O F F E E AP P L E V A L L E Y , M N 15 5 T H S T W & P I L O T K N O B R D AP P L E V A L L E Y , M N 5 5 1 2 4 DATE:APRIL 3, 2025 PROJECT NUMBER: 110 005 REVISION: NAME: ENGINEER OF RECORD: LICENSE NO. SHAWN WAYNE BARRY MN #PE-45838 1550 E. REPUBLIC ROAD SPRINGFIELD, MO 65804 Ph: 417-888-0645 Fax: 417-888-0657 www.tothassociates.com © MN# 1063075500037www.gopherstateonecall.org 1-800-252-1166 Call 811 or 2025 Toth and Associates, Inc. =TURF GRASS SOD. INSTALL PER SUPPLIER'S INSTALLATION INSTRUCTIONS. LANDSCAPE MULCH. SMOOTH SOIL SHALL BE COVERED BY WEED FABRIC AND TOPPED WITH 3 TO 4-INCH LAYER OF SHREDDED HARDWOOD MULCH, MATCH EXISTING COLOR. = 2 EXISTING TREE. 0 H. SCALE: 1" = 20' 2010 TT 3737TATER TOT ARBORVITAE ( THUJA OCCIDENTALIS )24" MIN.12" MIN. 6-6-2025 CITY REVIEW COMMENTS1 1 06/06/2025 Page 26 of 46 S S S S S S S S CO CO S ST ST ST ST ST ST ST ST ST S S ST O P ST O P LA N E 1 LA N E 2 PA S S TH R U PA S S TH R U PA S S TH R U ST O P W W W W W W W W W W W W C CUE UE UE UE UE UE UE CO CO CO CO ST ST ST ST ST ST ST ST ST ST ST ST ST G G G G G G UE UE UE UE UE UE UE U EUE UE UE UE S T S T ST S S S S S S S S ST ST ST ST W W W W W PL PL PLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL UE UEUEUEUEUEUEUEUEUEUEUEUEUEUE G G G G G G G G G G G G G G G G G G G G G G G G G G G OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO W PROPOSED BUILDING FF ELEVATION:949.04 TOP OF FOUNDATION WALL: 948.12 PI L O T K N O B R O A D (P U B L I C S T R E E T ) COOLER / STORAGE SLAB ELEVATION: 949.00 16 23 MCDONALD'S 4584 BUILDING 3,859 SF 1.51 AC FFE: 948.00 2 T F S D DYH D W W W S ST ST ST ST ST ST ST ST ST S S ST O P ST O P LA N E 1 LA N E 2 PA S S TH R U PA S S TH R U PA S S TH R U ST O P W 16 23 MCDONALD'S 4584 BUILDING 3,859 SF 1.51 AC FFE: 948.00 2 T D W W W 234.00' 232.00' 12 . 5 0 ' 2. 0 0 ' 12 . 5 0 ' 16 . 0 0 ' 16 . 0 0 ' 16 . 0 0 ' 27 . 0 0 ' 48.00' (TYP.) 24.00' (TYP.) 48.00' (TYP.) 9. 0 0 ' 9. 0 0 ' 9. 0 0 ' (T Y P . ) 18 . 5 0 ' (T Y P . ) 18 . 5 0 ' 4. 0 0 ' 2.00' 15.00' 55 . 0 0 ' 1 3 2 2 2 3 4 5 5 5 6 6 7 7 8 9 9 10 11 12 13 7 14 14 15 15 R 1 5 . 0 0 ' R15 . 0 0 ' R1.00' 2.00' 16 13.00' 18 . 0 0 ' R24 . 0 0 ' 8 C6.1 HATCH LEGEND: = KEY NOTES: STRIPING PLAN 7 B R E W C O F F E E AP P L E V A L L E Y , M N 15 5 T H S T W & P I L O T K N O B R D AP P L E V A L L E Y , M N 5 5 1 2 4 DATE:APRIL 3, 2025 PROJECT NUMBER: 110 005 REVISION: NAME: ENGINEER OF RECORD: LICENSE NO. SHAWN WAYNE BARRY MN #PE-45838 1550 E. REPUBLIC ROAD SPRINGFIELD, MO 65804 Ph: 417-888-0645 Fax: 417-888-0657 www.tothassociates.com © MN# 1063075500037www.gopherstateonecall.org 1-800-252-1166 Call 811 or 2025 Toth and Associates, Inc. = = 1 2 BLUE PAINTED ADA ACCESSIBLE PARKING SYMBOL PER DETAIL 6.01 THIS SHEET. 12" SOLID RED STOP BAR WITH 48-INCH TALL "STOP" TEXT PAINTED IN RED. ALIGN 4" SOLID BLUE CROSS WALK MARKER WITH SLIDING DOOR PANEL AT FRONT OPENING. 4-INCH SOLID BLUE PAVEMENT MARKER, TYPICAL. MIDLINES SPACE AT 24" O.C. SOLID WHITE TRIPLE ARROW PAVEMENT MARKER, PER DETAIL 6.02 THIS SHEET. 48-INCH TALL "LANE #" PAINTED IN WHITE. 4-INCH SOLID WHITE PAVEMENT MARKER FOR PARKING, TYPICAL. 24-INCH TALL "PASS THRU" PAINTED IN WHITE. 3 4 5 6 7 8 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 4 " 2'-10" 1'-5"1'-5" 2'-10" 93° 133° PARKING LOT STRIPING COLORS & PAINT ASPHALT PAINT COLORS: WHITE PANTONE 000C BLUE PANTONE 293 CONCRETE PAINT COLORS: RED PANTONE 202 BLUE PANTONE 293 PMS 000C R: 255 G: 255 B: 255 HEX: FFFFFF PMS 293 R: 0 G: 61 B: 165 HEX: 003DA5 PMS 202 R: 138 G: 36 B: 50 HEX: 8A2432 TRAFFIC PAINT TYPE: SHERWIN-WILLIAMS PRO PAK, SETFAST, HOTLINE OR AN APPROVED EQUAL. PARKING LOT STRIPING COLORS & PAINT SCALE: NONE6.02 ADA ACCESSIBLE PARKING SYMBOL SCALE: NONE 43.5" 48" 12" 108" (TYPICAL) 4" WIDE STRIPING (TYP.) 31.25"31.25" 6.01 10 ASPHALT PAVEMENT PER DETAIL 2.06, SHEET C7.1. CONCRETE SIDEWALK PER SIDEWALK DETAIL 2.02, SHEET C7.1. CONCRETE PAVEMENT PER CONCRETE PAVEMENT DETAIL 2.03 AND 2.05, SHEET C7.1. SOLID WHITE DIRECTIONAL ARROW PAVEMENT MARKING.9 11 "NO PARKING" PAINTED IN ACCESS AISLE, ALL CAPITAL LETTERS < 12-INCH HEIGHT LETTERS, 2-INCH STROKE. 12 13 15 =COOLER/STORAGE PAD PER STRUCTURAL DETAIL 7 SHEET S2.1. 16 ADA VAN ACCESSIBLE SIGN PER DETAIL 6.03, SHEET C7.1. 12" SOLID WHITE STOP BAR WITH 48-INCH TALL "STOP" TEXT PAINTED IN WHITE. DIRECTIONAL SIGN. PYLON SIGN. =ASPHALT PAVEMENT BY OTHERS 4-INCH SOLID BLUE PAVEMENT MARKER. 0 H. SCALE: 1" = 20' 2010 14 R1.00' CROSS WALK PAVEMENT MARKING, 12" WIDE BY 6' LONG SOLID WHITE PAINT SPACED EVERY 3'. ORIENT THE STRIPES IN THE DIRECTION SHOWN PARALLEL TO THE DIRECTION OF TRAFFIC. 6-6-2025 CITY REVIEW COMMENTS1 1 1 06/06/2025 Page 27 of 46 C7.1 DETAILS 7 B R E W C O F F E E AP P L E V A L L E Y , M N 15 5 T H S T W & P I L O T K N O B R D AP P L E V A L L E Y , M N 5 5 1 2 4 DATE:APRIL 3, 2025 PROJECT NUMBER: 110 005 REVISION: NAME: ENGINEER OF RECORD: LICENSE NO. SHAWN WAYNE BARRY MN #PE-45838 1550 E. REPUBLIC ROAD SPRINGFIELD, MO 65804 Ph: 417-888-0645 Fax: 417-888-0657 www.tothassociates.com © MN# 1063075500037www.gopherstateonecall.org 1-800-252-1166 Call 811 or 2025 Toth and Associates, Inc. NOTES: 1.EXPANSION JOINTS SHALL BE FORMED BY A ONE-HALF (1/2) INCH THICK PREFORMED JOINT FILLER, CUT TO THE CONFIGURATION OF THE FULL SIZE OF THE CURB AND GUTTER SECTION AND BEING SECURED SO THAT THEY ARE NOT MOVED BY DEPOSITING AND COMPACTING THE CONCRETE AT THESE JOINTS. THE EDGES OF THESE JOINTS SHALL BE ROUNDED WITH AN EDGING TOOL ONE-EIGHTH (1/8) INCH RADIUS. 2.EXPANSION JOINTS SHALL BE PLACED WHERE CURB AND GUTTER ABUTS OTHER STRUCTURES AND AT ALL TANGENT POINTS TO CURBS. EXPANSION JOINTS SHALL NOT BE SPACED MORE THAN 50 FEET APART ON STRAIGHT RUNS FOR HAND LAID CURBS AND NOT MORE THAN 100 FEET APART FOR MACHINE LAID CURB AND GUTTER PROVIDED THAT ONE-HALF (1/2) INCH THICK JOINT FILLER IS USED. ALL JOINTS SHALL BE FORMED AT RIGHT ANGLES TO THE ALIGNMENT OF THE CURB AND GUTTER. 3.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY INSERTING A REMOVABLE METAL TEMPLATE IN THE FRESH CONCRETE, THEY SHALL NOT BE SAW CUT, CONTRACTION JOINTS SHALL BE TO A DEPTH OF NOT LESS THAN ONE AND ONE-FOURTH (1-1/4) INCHES BELOW THE SURFACE AND TO A WIDTH NOT TO EXCEED THREE-EIGHTHS (3/8) INCH. CONTRACTION JOINTS SHALL BE LOCATED APPROXIMATELY 10 FEET APART. CONCRETE CURB & GUTTER DETAIL SCALE: NONE 6"' 2'-0" 1' - 0 " 6"5" 6" 1" R3" ' R3" 6"' 2'-0" 1' - 0 " 6" 7" 6" R3" ' R3" 1" AGGREGATE BASE COMPACTED TO 100% SPD AS DETERMINED BY ASTM D 698 SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D 698 AGGREGATE BASE COMPACTED TO 100% SPD AS DETERMINED BY ASTM D 698 4"4" CATCH CURB SPILL CURB 8" 8" 4" 4" 6x6 W1.4xW1.4 WWFFINISHED GRADE PER GRADING PLAN COMPACTED SUBGRADE COMPACTED GRAVEL BASE CONCRETE STOOP/WALK EDGE SCALE: NONE TOOLED EDGE 3/8" TOOLED JT. W/ JOINT SEALANT #5 DEFORMED BAR, 30" LONG AT 30" O.C. T/2 T/4 T 3/8" TOOLED JOINT 1/8" R t / 4 T FILL TOP 1" JOINT SEALANT 3/4" PREMOLDED EXPANSION MATERIAL T PLUG OR SEAL (SEE SPECS) 3/4" ± 1/8" 1/8" 1/2" ± 1/8" 1-1/2" 1/8" GROOVE JOINT SEALANT CONCRETE JOINT NOTES: 1.CONSTRUCTION JOINTS SHALL BE PLACED AS REQUIRED BY THE CONTRACTOR. 2.EXPANSION JOINTS SHALL BE PLACED WHERE CONCRETE ABUTS STRUCTURES OR EXISTING PAVEMENT AND AT 45 FEET ON CENTER, EACH DIRECTION (OR AS SHOWN ON PLAN). 3.CONTRACTION JOINTS SHALL BE PLACED AT 15 FEET MINIMUM SPACING IN EACH DIRECTIONS. CONCRETE PAVEMENT JOINT DETAILS SCALE: NONE CONTRACTION JOINT SEALANT DETAIL DOWELED CONSTRUCTION JOINT CONTRACTION JOINT SEALANT DETAIL SAWED CONSTRUCTION JOINT EXPANSION JOINT ADA ACCESSIBLE SIGN DETAIL SCALE: NONE 6"8" 3'-0" 5'-0" TO BOTTOM OF LOWEST SIGN 12" 8" DIA. CONCRETE BASE FINISHED GRADE 1-1/2" X 3-1/16" C-CHANNEL SET IN CONCRETE 12" X 18" PAINTED SIGN WITH ACCESSIBLE LOGO & LETTERS (PROVIDE AT ALL LOCATIONS INDICATED ON SITE PLAN) ADDITIONAL 'VAN ACCESSIBLE' SIGN (PROVIDE AT ALL LOCATIONS INDICATED ON SITE PLAN) 4" ASPHALT PAVEMENT SCALE: NONE SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D698 AGGREGATE BASE COURSE PER DOT SPECIFICATIONS ASPHALT COURSES PER DOT SPECIFICATIONS 8" PIPE BOLLARD SCALE: NONE 6" GALV. STEEL PIPE FILLED WITH CONCRETE (PAINT "7 BREW BLUE") FINISHED GRADE 1/2" EXPANSION JOINT VARIES, SEE SITE PLAN 4'-0" 1'-0" 2'-0" PAVEMENT SECTION PER DETAIL SLOPE GROUT AWAY FOR POSITIVE DRAINAGE ROUND TOP OF CONCRETE #3 TIES @ 12" O.C. TOP 3 SPACED @ 6" O.C. (6) #6 BARS VERT CONCRETE FOOTING CONCRETE PAVEMENT SCALE: NONE 4" 8" SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D 698 AGGREGATE BASE COURSE PER DOT SPECIFICATIONS #4 BARS @ 18" O.C. EACH WAY OR 6 X 6 W4.0 X W4.0 WWF PORTLAND CEMENT CONCRETE PAVEMENT NOTES: 1.SEE CONCRETE PAVEMENT JOINT DETAILS AND NOTES. 2.CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI AND BE BE PLACED WITH A MAXIMUM SLUMP OF 4 INCHES PER GEOTECHNICAL ENGINEERING REPORT IF AVAILABLE. 3.ALL MATERIALS SHALL MEET THE CURRENT DOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. NOTES: 1. ALL MATERIAL TO MEET MANUFACTURER'S REQUIREMENTS. 2. FILTER SOCK DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGER SOCKS PER ENGINEER. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. SECTION VIEW PLAN VIEW 3" - 4" COMPOST FILTER SOCK DETAIL SCALE: NONE STAKE ON 10' LINEAL SPACING AREA TO BE PROTECTEDWATER FLOW FILTER SOCKWORK AREA 2"X2" WOODEN STAKE AT 60° ANGLE AREA TO BE PROTECTED 12" ± FILTER SOCK (12"-18" TYPICAL) WATER FLOW WORK AREA PLAN EX I S T I N G S T R E E T NOTES: 1.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 2"-3" COURSE AGGREGATE MINIMUM 6" THICK FLOW FLOW FLOW 50' MIN. 25' MIN. TEMPORARY CONSTRUCTION ENTRANCE SCALE: NONE R20' NOTES: 1.WASHOUT CONTAINMENT SHALL BE INSTALLED FOR DURATION OF CONCRETE WORK AND RETAIN CONCRETE AND OTHER WASHOUT LIQUIDS UNTIL EVAPORATION OR REMOVAL BY PUMP. 2.CONTAINMENT SHALL BE SIZED FOR EXPECTED WASHOUT VOLUMES. 3.AVOID PLACING NEAR STORM DRAINS, STREAMS, SINKHOLES, OUTFALLS OR OTHER LOW AREAS WHERE WATER PONDS OR FLOWS. 4.OTHER APPROVED LEAK-PROOF CONTAINMENT IS ACCEPTABLE. 5.TRAPS SHALL BE ROUTINELY. MAINTAINED AT 75% CAPACITY AND REPLACED AS NECESSARY TO PERFORM. 6.THE WASHOUT PIT SHALL BE COVERED BEFORE PREDICTED RAIN EVENTS TO PREVENT OVERFLOW. 7.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT OF THE TEMPORARY CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT 10' MINIMUM VARIES SIGNAGE SANDBAGS OR EARTHEN BERM STRAW BALES 10 MIL PLASTIC LINER STRAW BALES SANDBAGS OR EARTHEN BERM PLASTIC LINER CONCRETE WASHOUT SCALE: NONE SECTION VIEW PLAN VIEW NOTES: 1.PROVIDE CONTROL JOINTS @ 5' O.C. MAX. OR WIDTH OF SIDEWALK. SEE JOINT DETAIL. 2.PROVIDE EXPANSION JOINTS @ 20' O.C. MAX. & AS INDICATED ON SITE PLAN. 3.WHERE WALK ABUTS ANOTHER WALK, CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES, PROVIDE 1/2" EXP. JOINT W/ FIBER BOARD AND SELF-LEVELING SEALANT. 4.KEY ALL CONSTRUCTION JOINTS. 5.PROVIDE NON-SLIP LIGHT BROOM FINISH. 6. MAXIMUM SIDEWALK CROSS SLOPE SHALL BE 2%. MAXIMUM SLOPE OF SIDEWALK IN DIRECTION OF TRAVEL SHALL BE 5%. 4" MIN. 6x6 W1.4xW1.4 WWF COMPACTED SUBGRADE SLOPE TO PREVENT PONDING (MAX 2%) AGGREGATE BASE 4" MIN. NOTES: 1.CONTRACTOR SHALL TOOL EDGES AND JOINTS AS SHOWN THEN LIGHTLY BROOM FINISH ENTIRE SIDEWALK SURFACE. TOOLED EDGE/JOINT LIGHT BROOM FINISH SIDEWALK DETAILS SCALE: NONE CONTROL OR EXPANSION JOINT SPACE PER SIDEWALK DETAIL TOOLED OR FORMED CONTROL JOINT DO NOT SAW CUT CROSS SECTION PER SIDEWALK DETAIL 5'-0" O.C. 5'-0" O.C.EXPANSION JOINT FILLER WITH JOINT SEALANT. CONFORM TO ASTM D-1752 CROSS SECTION PER SIDEWALK DETAIL EXPANSION JOINTS @ 20'-0" O.C. EXPANSION JOINTS @ 20'-0" O.C. 1/2" 1/4" RADIUS SECTION FINISH PLAN EXPANSION JOINTCONTROL JOINT 2.01 2.02 2.03 2.04 2.05 1.01 2.06 2.09 6.03 1.03 1.02 2.07 WALL ELEVATION SECTION DETAIL SCALE: NONE FINISHED FLOOR = 949.04 TOP OF FOOTING WALL = 948.12 CRAWL SPACE CONCRETE FOOTING & FOUNDATION WALL TOP OF CONCRETE = 949.00 TOP OF FOOTING = 944.12 NOTE: THIS DETAIL IS PROVIDED FOR CLARIFICATION OF ELEVATION ONLY. REFER TO STRUCTURAL DETAILS 5 AND 7 SHEET S1.0 FOR STRUCTURAL STEM WALL DETAILING. 04/03/2025 Page 28 of 46 C7.2 DETAILS 7 B R E W C O F F E E AP P L E V A L L E Y , M N 15 5 T H S T W & P I L O T K N O B R D AP P L E V A L L E Y , M N 5 5 1 2 4 DATE:APRIL 3, 2025 PROJECT NUMBER: 110 005 REVISION: NAME: ENGINEER OF RECORD: LICENSE NO. SHAWN WAYNE BARRY MN #PE-45838 1550 E. REPUBLIC ROAD SPRINGFIELD, MO 65804 Ph: 417-888-0645 Fax: 417-888-0657 www.tothassociates.com © MN# 1063075500037www.gopherstateonecall.org 1-800-252-1166 Call 811 or 2025 Toth and Associates, Inc. CURB TRANSITION DETAIL SCALE: NONE 2'-0" CURB & GUTTER NOTE: TERMINATE CURB & GUTTER AS SHOWN IN DETAIL STANDARD CURB & GUTTER 5'-0" CURB & GUTTER TAPER END OF CURB & GUTTER NOTES: 1.ENSURE THAT THE INSIDE EDGE OF CURVED RAMPS MAINTAIN AN 8.33% SLOPE MAXIMUM. 2. THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF CURB RAMP RUNS, BLENDED TRANSITIONS AND TURNING SPACES SHALL BE 5% MAXIMUM. CURB AND GUTTER VARIABLE HEIGHT CURB TYPICAL BOTH SIDES SEE S I T E PLAN MAX C R O S S SLOP E I S 1:50 ( 2 . 0 % ) TYPE 3 CURB RAMP DETAIL SCALE: NONE 1: 1 2 ( 8 . 3 3 % ) M A X . S L O P E TYPE 2 CURB RAMP DETAIL SCALE: NONE NOTES: 1.DETECTABLE WARNING ON RAMP SURFACE SHALL CONSIST OF TRUNCATED DOMES (FOR THE ENTIRE WIDTH OF THE RAMP) AND SHALL CONTRAST VISUALLY W/ ADJOINING SURFACES. PROVIDE ARMOR-TILE ADA TACTILE EPOXY POLYMER CAST IN PLACE WARNING TILES WITH TRUNCATED DOMES OR APPROVED EQUAL. 2.TRUNCATED DOMES SHALL HAVE A DIAMETER OF 0.9 INCH AT THE BOTTOM, A DIAMETER OF 0.4 INCH AT THE TOP, A HEIGHT OF 0.2 INCH AND A CENTER-TO-CENTER SPACING OF 1.7 INCHES MEASURED ALONG ONE SIDE OF A SQUARE ARRANGEMENT. 5'-0" MIN . UNLESS I N D I C A T E D OTHERW I S E TAPER CURB WITH RAMP AS SHOWN 6' - 0" R A M P 6' - 0" R A M P CURB LINE CURB LINE SLOPE 1:12 MAX SLOPE 1:12 M A X SL O P E 1: 5 0 M A X 7" 2'- 0 " SANITARY SEWER CLEANOUT DETAIL SCALE: NONE 0.75" CHAMFER (WHERE INSTALLED IN PAVED AREAS, SET FLUSH WITHOUT CHAMFER)FINISHED GRADE CAST IRON LID, MARKED SEWER. CENTER IN CONCRETE PAD PVC LONG SWEEP AT END OF LINE INSTALLATIONS. PVC TWO WAY CLEANOUT FITTING AT IN-LINE INSTALLATIONS BEDDING PER DETAIL SCREW OFF CAP 4"X8"X16" SOLID CONCRETE BLOCK PVC LATERAL NOTES: 1.SIZE AND MATERIAL OF FITTINGS AND PIPE TO MATCH THAT OF LATERAL. 2.INSTALL CLEANOUTS AT ALL BENDS AND AT MAXIMUM 50' SPACING. SECTION VIEW 18"X18"X6" SQUARE CONCRETE PAD NOTES: 1.PLACE CURB INLET SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS OR IN SUMPS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2.BAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3.LEAVE ONE BAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4.INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH RAINFALL EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. GRAVEL FILLED BAGS STACKED AND TIGHTLY PACKED SPILLWAY LOCATION FOR CURB INLETS IN SUMPS, FOR ON GRADE CURB INLETS PLACE SPILLWAY ON THE UP STREAM SIDE OF CURB INLET. CURB INLET SEDIMENT BARRIER DETAIL SCALE: NONE CROSS SECTION GRAVEL FILLED BAGS STACKED & TIGHTLY PACKED CURB INLET BACK OF CURB CURB INLET 2.12 2.13 2.15 4.02 4.03 1.04 4.01 4" MIN. (BOTH SIDES) GRANULAR BEDDING MATERIAL (SEE NOTES BELOW) 3" WIDE PLASTIC IDENTIFICATION TAPE, WITH THE WORD "SEWER" OR "WATER" PRINTED ON IT, AS APPROPRIATE. SIEVE SIZE % PASSING 1"100 12"55-90 NO. 4 8-40 NO. 10 0-15 NO. 200 0-4 FINISHED GRADE 4" MIN. 6" MIN. COMPACTED BACKFILL AS SPECIFIED (MOUND AS SHOWN) GRANULAR BEDDING MATERIAL SHALL BE CRUSHED STONE OR GRAVEL CONFORMING TO THE REQUIREMENTS OF ASTM D 2321 FOR CLASS I MATERIALS, EXCEPT WITH THE FOLLOWING GRADATION: * MAINTAIN MINIMUM 36" COVER OVER SANITARY SEWER MAINS, 42" OVER WATER MAINS, AND 24" OVER WATER AND SEWER SERVICE LINES. COVER OVER STORM SEWER VARIES PER PLAN, MINIMUM 1.0'. TRACER WIRE OVER ALL WATER AND SEWER MAINS AND LATERALS PER SPECIFICATIONS. 6" MIN. TYPICAL PAVEMENT SECTION PER DETAILS (SEE NOTE 1). COMPACT SUBGRADE TO 95% STANDARD TRENCH WIDTH SEE TYPICAL PIPE INSTALLATION SAWED JOINT TYP, BOTH SIDES WHEN PAVEMENT IS EXISTING. FULL DEPTH GRANULAR BEDDING MATERIAL PER TYPICAL PIPE INSTALLATION DETAIL. PIPE INSTALLATION SCALE: NONE NOTES: 1.INCREASE ASPHALT PAVEMENT SECTION THICKNESS BY 1.5 TIMES THE RECOMMENDED PAVEMENT THICKNESS WHERE PIPES ARE TO BE INSTALLED UNDER EXISTING PAVEMENT. UNDER PAVEMENTTYPICAL 4.05 BU I L D I N G W A L L DO W N S P O U T 1" TYP. FINISH GRADE. SLOPE AWAY FROM BUILDING ELBOW 6" SCH. 40 PVC PIPE OR 6" ADS N-12 ST. OR EQUAL. TEE ADS N-12 DRAIN PIPE. SEE PLANS FOR PIPE SIZE PVC DOWNSPOUT SHOE WITH UV PROTECTION, PAINT TO MATCH DOWNSPOUT, PER ARCHITECTURAL. DOWNSPOUT CONNECTION SCALE: NONE4.06 TYPE 4 CURB RAMP DETAIL SCALE: NONE 1:12 (8.33%) MAX. SLOPE MA X C R O S S SL O P E I S 1 : 5 0 (2 . 0 % ) 5' M I N VARIES VARIABLE CURB HEIGHT VARIABLE CURB HEIGHT CURB & GUTTER CURB & GUTTER 2.14 04/03/2025 Page 29 of 46 NICHIHA MODERNBRICK MIDNIGHT NICHIHA CANYON BRICK SHALE BROWN PAC-CLADPAC-CLAD STANDING SEAM PANEL PACIFIC BLUE BRAKE METAL COLOR TO MATCH STOREFRONT FRAMES BRAKE METAL PACIFIC BLUEPACIFIC BLUE BRAKE METAL MATTLE BLACK DOORS HONORABLE BLUE SW6811 Page 30 of 46 NICHIHA MODERNBRICK MIDNIGHT NICHIHA CANYON BRICK SHALE BROWN PAC-CLADPAC-CLAD STANDING SEAM PANEL PACIFIC BLUE BRAKE METAL COLOR TO MATCH STOREFRONT FRAMES BRAKE METAL PACIFIC BLUEPACIFIC BLUE BRAKE METAL MATTLE BLACK DOORS HONORABLE BLUE SW6811 Page 31 of 46 EXTERIOR FINISH LEGEND Brick Nichiha Modernbrick Midnight Brake Metal Pacific Blue Columns, Fascia, and Roof White Metal Storefront and Windows Metal Wall Panel Pac-Cloud 16" Pa Cityscape Nichiha Canyon Brick Shale Brown Nichiha Modernbrick Midnight Brake Metal SoffitDoors Honorable Blue (SW6811) Coping Cap Matte BlackCoping Cap, Sof Matte Black Brake Metal Coping Cap Matte Black Metal Wall Panel Pac-Cloud 16" Panel Cityscape Brake Metal Coping Cap CityscapeBrake Metal Coping Cap Cityscape 11/11/2024 Sandstone Onyx Page 32 of 46 Page 33 of 46 Prototype Signage – Pylon Type: Pylon Sq Ft: 63.62 Face Material: Aluminum & Vinyl Pole: Black Painted Metal Quantity: 1 Page 34 of 46 Prototype Signage – Directional Type: Directional (internally illuminated) Size: 18”x36” Sq Ft: 4.5 Face Aluminum Cabinet Pole: Black Painted Metal Quantity: 1 Page 35 of 46 CITY OF APPLE VALLEY RESOLUTION NO. 2025- A RESOLUTION AUTHORIZING THE ISSUANCE OF A BUILDING PERMIT FOR KEUBER COFFEE, LLC AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, institutional and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of a building permit authorization of proposed 510 square foot 7 Brew Coffee Class III Neighborhood Restaurant has been requested by Keuber Coffee, LLC, applicant and Rockport, LLC, property owner, on property legally described on the approved preliminary plat for McDonalds at Orchard Place as Lot 1, Block 1, McDonalds at Orchard Place; and WHEREAS, the Apple Valley Planning Commission reviewed the development plans and recommended at its regular meeting on June 18, 2025. 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 7 Brew Class III Restaurant is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. Construction shall occur in conformance with the site plan dated May 18, 2025, including parking lot paving and a non-surmountable concrete curb and gutter. 3. Construction shall occur in conformance with the landscape plans dated May 18, 2025, (including sodded/ seeded public boulevard area up to each street curbline), subject to submission of a detailed landscape planting price list for verification of the City' s 2½ % landscaping requirement at the time of building permit application. A 15-foot-wide landscaped buffer along Pilot Knob Road is also required, incorporating trees and shrubs for screening and streetscape enhancement. The landscape plan will be reviewed for compliance with all City landscaping standards prior to permit issuance. 4. Construction shall occur in conformance with the elevation plans dated May 18, 2025. 5. Compliance with all conditions noted in the City Engineer's memo dated June 10, 2025, on file with the City. Page 36 of 46 6. Subject to all conditions noted in the Building Official' s memo dated May 27, 2025, on file with the City. 7. Final pedestrian connection design shall be reviewed and approved by the City Engineer. 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. 9. 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. 10. 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. 11. Site and building lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confine light to the property and shall be installed in conformance with Section 155.353 of the city code. 12. 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. 13. 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. 14. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 15. 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. 16. 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 Page 37 of 46 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. 17. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this ____ day of _________, 2025. ________________________________ Clint Hooppaw, Mayor ATTEST: ___________________________ Christina M. Scipioni, City Clerk CERTIFICATE I, Christina M. 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 _________, 2025, the original of which is in my possession, dated this _____ day of ____________________, 2025. ________________________________ Christina M Scipioni, Clerk Page 38 of 46 CITY OF APPLE VALLEY RESOLUTION NO. 2025- A RESOLUTION APPROVING A CONDITIONAL USE PERMIT AND GRANTING A VARIANCE TO OPERATE A DRIVE-THROUGH WINDOW IN CONJUNCTION WITH A CLASS III NEIGHBORHOOD RESTAURANT IN AN "RB" (RETAIL BUSINESS) ZONE, 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, Section 155.157(M) of the City Code allows a drive-through window in conjunction with a Class III Neighborhood Restaurant as a conditional use in the “RB” (Retail Business) zoning district, provided specific performance standards are met; and WHEREAS, Section 155.003 of the City Code defines a Class III Neighborhood Restaurant as having limited hours of operation between 6:00 a.m. and 11:00 p.m. daily; and WHEREAS, Keuber Coffee, LLC has submitted an application for a Conditional Use Permit to operate a drive-through window in conjunction with a Class III Neighborhood Restaurant, known as 7 Brew Coffee, on property legally described on the approved preliminary plat for McDonalds at Orchard Place as Lot 1, Block 1, McDonald's at Orchard Place; and WHEREAS, Keuber Coffee, LLC has also requested a variance to extend the hours of operation of the restaurant beginning at 5:30 a.m. to 11:00 p.m. daily; and WHEREAS, a public hearing on the CUP and variance requests was held by the Planning Commission on Class II restaurants, in accordance with applicable procedural requirements; and WHEREAS, the Planning Commission reviewed the Conditional Use Permit and Variance requests to determine conformance with the applicable regulations and performance standards has occurred at its meeting held on June 18, 2025; and WHEREAS, on June 18, 2025, the Planning Commission recommended ____________of the Conditional Use Permit subject to conditions; and WHEREAS, on June 18, 2025, the Planning Commission recommended ____________ of the variance request to extend the hours of operation of the restaurant from 5:30 a.m. to 11:00 pm daily. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the request for a Conditional Use Permit to allow a drive-through window in conjunction with a Class III Neighborhood Restaurant on the Property above described is hereby approved, subject to compliance with all applicable City codes and the following conditions: Page 39 of 46 2 1. Development and construction shall be in substantial conformance with the site plan dated May 18, 2025. 2. All signage associated with the drive-through window shall comply with section 154.04 (J)(1)(2)(3)(4)(5) by separate review and approval. 3. Cross access agreements between Lot 1 and Lot 2, McDonalds at Orchard Place shall be provided to the City in a form acceptable to the City Attorney. These documents shall be recorded with Dakota County. Recorded documents shall be provided to the City of Apple Valley prior to issuance of a building permit. 4. Landscaping shall be added along the east lot line to mitigate headlights and operations with Pilot Knob Road and residential uses on the East of Pilot Knob Road in compliance with section 155.349 (A) of the City Code and an approved landscaping plan approved by the Community Development Director. 5. If the use allowed by the Conditional Use Permit is not completed or utilized within one (1) year of the date of approval, the permit shall become null and void. 6. The Conditional Use Permit may be revoked for cause if the terms of (1) through (5) preceding are not adhered to. BE IT FURTHER RESOLVED by the City Council of the City of Apple Valley that a variance is hereby granted to permit the operation of a Class III Neighborhood Restaurant beginning at 5:30 a.m. and no later than 11:00 p.m. daily, based on the following findings: 1. The 2040 Comprehensive Plan designated this area with supportive uses to the mixed business campus. 2. The site' s topography with a 7- 10 ft. berm along the east lot line will mitigate noise and headlights. 3. Class II restaurants in the RB district are not subject to operating hour limits. 4. On the adjacent property to the south, a McDonald’s restaurant with drive-through window is intended to be located and may operate 24 hours a day. 5. The variance is not merely a convenience; it is needed for the restaurant to function. 6. Early-morning hours align with similar commercial operations nearby. 7. Physical buffers, including a pond, berm, and 6 lane county roadway, separate the site from homes and other land uses. Page 40 of 46 3 8. The distance from the restaurant structure to the residential structures across the county roadway is more than 400'. 9. The residential properties across Pilot Knob Road were developed when the Property was an active sand and gravel mining operation. ADOPTED this ___ day of _________, 2025. ____________________________________ Clint Hooppaw, Mayor ATTEST: ___________________________ Christina M. Scipioni, City Clerk CERTIFICATE I, Christina M. 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 _______, 2025, the original of which is in my possession, dated this _____ day of ____________________, 2025. ________________________________ Christina M Scipioni, Clerk Page 41 of 46 City of Apple Valley Public Works | Engineering MEMORANDUM DATE: June 12, 2025 TO: Carter Hayes, Planner FROM: Evan Acosta, Assistant City Engineer SUBJECT: Seven Brew Coffee Site Plan Review per plans dated 06/06/2025 Carter, The following are comments regarding the Seven Brew Coffee preliminary site plans dated June 6, 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. Page 42 of 46 City of Apple Valley Public Works | Engineering MEMORANDUM Site 14. Final Site Plan subject to City Engineer Approval. 15. Sidewalk adjacent to curb and gutter shall be 6 feet in width, minimum. 16. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 17. Pavement section for public roadways shall match existing roadways and be shown on the plans. 18. Show the location of manholes and gate valves and hydrants on the site plan. 19. 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. 20. 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 21. Driveway Apron shall be per City of Apple Valley standard detail plate STR-5. 22. 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. 23. Show locations of proposed lighting fixtures for parking lots and site. 24. Site plan should show site line triangles at access entrances as well as on the landscape plan 25. Drainage and utility easements should be shown on Plans. 26. Submit a Storm water Management Checklist. The checklist can be found on the City’s website at https://www.cityofapplevalley.org/DocumentCenter/View/16258/Project- Submittal-Checklist_Fillable Grading & Drainage Plan 27. 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. 28. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 29. Final Grading Plans shall be reviewed and approved by City Engineer. 30. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 31. Label the EOF’s on the grading plan. 32. Provide elevations for top & bottom of all retaining walls. Storm Sewer Page 43 of 46 City of Apple Valley Public Works | Engineering MEMORANDUM 33. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 34. Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). 35. Provide 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. 36. 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. Sanitary Sewer and Water main 37. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 38. 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. 39. Provide gate valves on all water lines going into the buildings including fire suppression lines in accordance with City Detail plate 40. Remove unused sanitary and water services to the main and indicate on plans. 41. All watermain shall be a min depth of 8.0’. 42. Identify Irrigation service location(s) if applicable per SER-4. 43. Provide additional drawing showing required hydrant coverage for site. Landscape and Natural Resources 44. Tree planting plan must follow 15-10-5 diversity rule. 45. Applicant should provide detail on snow storage locations. Page 44 of 46 City of MEMO Building Inspections TO: Carter Hayes, Planner FROM: George Dorn, Building Official DATE: May 27, 2025 SUBJECT: Seven Brew Coffee northwest corner of Pilot Knob Rd and 155th St W. •SAC determination is required from Met Council prior to permit issuance from the city. •Geotechnical Report, Boring Log and Special Inspector Agreement are required prior to permit and soil corrections on site. •Special inspection of building fabricated items or fabricator approval shall be required in accordance with MSBC 1704 prior to permit approval. •Indicate Trash and recycling area calculations, Per MSBC 2020 1303.1500 Subpart 1, recycling space is required in accordance with Table 1-A on plans issued for permit. Please designate this recycling space at the time of permit submittal. •Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, sanitary and storm design. •Architectural, Structural and Civil plans are required to be signed with the permit application. •Separate sign permits are required. Signed structural drawings will be required for review with the Building Permit application. •Provide energy and lighting compliance calculations at the time of permit submittal. •Crawl spaces are required to be ventilated, see MSBC 1202.4 •Sewer/water and plumbing systems are required to be protected from freezing. •Footings for frost protection shall be in accordance with MSBC 1303.1600 or MSBC 1809 •Canopy is missing all structural details and frost protected footings. •Submit plans to the Minnesota Department of Health for review and approval. •Platting the property lines must be completed prior to permit issuance. •Folding access ladders are not an approved method for accessing mechanical equipment. •Plan sheet A2.2 states to refer to A4.1 for energy compliance information. That sheet is not included. Energy compliance must mee the 2024 Minnesota State Commercial Energy Code. •Missing the utility plans to evaluate the sewer slope to the manhole. That will need to be reviewed by the State Plumbing division and Building Inspections Division for compliance. •Ventilation for the buildings and occupants must meet the 2020 Minnesota Mechanical and Fuel Gas Code. •Plumbing, sewer and water must meet the 2020 Minnesota State Plumbing Code. •Details shall be required from the cooler manufacturer at the time of permit submittal. Page 45 of 46 ITEM: 6.A. COUNCIL MEETING DATE: June 18, 2025 SECTION: Other Business Description: Review of Upcoming Schedule and Other Updates Staff Contact: Breanna Vincent, Department Assistant Department / Division: Community Development Action Requested: N/A Summary: Next Planning Commission Meetings: Wednesday, July 2, 2025 - 7:00 p.m. Applications due by 9:00 a.m. on Wednesday, June 4, 2025. Wednesday, July 16, 2025 - 7:00 p.m. Applications due by 9:00 a.m. on Wednesday, June 18, 2025. Next City Council Meetings: Thursday, July 10, 2025 - 7:00 p.m. Background: N/A Budget Impact: N/A Attachments: None Page 46 of 46