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4.a. Omni
EXECUTIVE SUMMARY Planning Commission Meeting Date: August 24, 2021 Tentative City Council Meeting Date: September 21, 2021 AGENDA ITEM: Case 21-42-CUP and 21-43-MS Request by Omni Orchards Farm Winery for a Conditional Use Permit and PUD Master Development Plan to Allow Construction of an 8,000 Square Foot Farm Winery Tasting Room and 4,000 Square Foot Patio. AGENDA SECTION: Public Hearing PREPARED BY: Eric Van Oss, Economic Development Coordinator AGENDA NO. 4.a. ATTACHMENTS: Site Plan, Landscape Plan, Architectural Plans, Grading Plan, Exterior Elevations, Photometric Site Plan, Accent Wall Materials, ALTA Survey, City Engineer Memorandum APPROVED BY: AK RECOMMENDED ACTIONS: 1. Motion to recommend Council adopt a resolution approving a Conditional Use Permit for a winery facility with tasting room in the BP-Business Park District at 15700 Biscayne Avenue. 2. Motion to recommend Council approve the Planned Unit Development Master Development Plan, Site Plan and building design review for Omni Brew Holdings, LLC to allow the construction of a of an 8,000 SF winery facility with tasting room, a 4,000 SF outdoor front patio, and parking lot at 15700 Biscayne Avenue, subject to the following conditions: 1. A landscape surety for 110% of the site landscaping is required. 2. Execution of a PUD agreement. 3. Conformance with all conditions of the City Engineer as outlined in the memo dated August 12, 2021 prior to issuance of a building permit, including compliance with the stormwater standards and removal of the spillways. 4. Dedicate all easements listed in the City Engineer’s memo dated August 12, 2021. 5. Review and approval of the trash enclosure by City staff, including use of complementary materials to the principal structure. 6. A deviation from City Code Section 11-4-15-1 G.3 to allow for the exterior wall surface to be metal paneling in lieu of brick, natural stone, specialty integral colored concrete block, tile, architectural textured concrete panels cast in place, or precast concrete panels. 7. A deviation from City Code Section 11-4-15-1 G.9 to allow for the use of vinyl decal signage. 2 SUMMARY The Planning Commission is being asked to consider an approval from Omni Brew Holdings, LLC to a new community winery and tasting room within the City of Rosemount. The proposed facility, located at 15700 Biscayne Avenue, will be multi-phased with the initial phase consisting of an 8,000 SF winery facility with tasting room, a 4,000 SF outdoor front patio, and parking lot. Future phases will include outdoor amenities such as a rear patio, event space, orchard – vineyard, game areas, additional paved parking, and an outbuilding. Food and drink will be available to the public as well as opportunities for special events such as live music, competitive lawn games, weddings, and other celebratory milestones. The winery building will contain a private event room, tasting room with bar, office, commercial kitchen, production area, restrooms, and storage areas. BACKGROUND Applicant & Property Owner(s): Omni Brew Holdings, LLC Location: 15701 Biscayne Avenue Area in Acres: 4.23 Acres Comp. Guide Plan Designation: BP – Business Park Current Zoning: BP – Business Park PUD Master Development Plan, Site Plan and Design Review The purpose of a site plan review is to evaluate the project as it relates to the performance and site design standards of the zoning ordinance. Site plan approval is required for all commercial, industrial, institutional and multi-family development projects. In this case, the applicant is proposing to construct an 8,000 square foot commercial building with a 4,000 square foot patio that is subject to the site plan review process. Legal Authority . Conditional Use Permit requests are considered quasi-judicial actions. In such cases, the City is acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance, and Subdivision Ordinance are being followed. Generally, if the application meets these requirements it must be approved. The Planned Unit Development Master Development Plan is a legislative decision because of the Code deviations being requested. Legislative decisions give the Planning Commission more latitude, but consideration should be given to the PUD standards of previously approved developments in the City as well as the PUD standards of the nearby business park. The purpose of a Planned Unit Development review is to evaluate each project as it relates to the performance and site design standards of the zoning ordinance. Site plan approval is required for all commercial, industrial, institutional, and multi- family development projects and is also considered a quasi-judicial action. As a Planned Unit Development Master Development Plan, the winery and tasting room is subject to the general PUD standards outlined in Section 11-10-6(E). These standards evaluate the City’s land use and zoning performance standards and the potential impact of the proposed use on the surrounding neighborhood; draft findings for each are provided below. 1. Compatibility of the proposed plan with this chapter and the goals and policies of the comprehensive plan. The proposed plan is consistent with 2040 Comprehensive Plan, which anticipated development on this site. The amendment would help meet the Economic Development Element Goals and Policies from the Rosemount 2040 Comprehensive Plan by providing a lot to “promote development of businesses with a large number of employees that offer wages to support an entire family and that are further constructed of high-quality buildings providing both beauty and tax base to the community.” 3 2. Effect of the proposed plan on the neighborhood in which it is to be located. The development is consistent with the type of development anticipated in the BP-Business Park. The business will help grow Rosemount’s business community and will be a positive addition to the community. 3. Internal organization and adequacy of various uses or densities, circulation and parking facilities, public facilities, recreation areas, open spaces, screening and landscaping. The parking and landscaping are consistent with both BP district standards. 4. Consistency with the standards of section 11-10-3 of this chapter pertaining to site and building plan review. The plan is consistent with the standards in Section 11-10-3 of the zoning ordinance. 5. Such other factors as the planning commission or city council deems relevant. The applicant has stated they will work with the City to address any concerns about the project. Land Use & Zoning . The subject property is guided for BP-Business Park uses in accordance with the current 2040 Future Land Use Plan, which is intended to provide for the establishment of corporate headquarters, businesses, healthcare offices and related professional and service uses that do not require outdoor storage in an environment that provides a high level of amenities. The present zoning of the property BP-Business Park is consistent with the land use designation, and the proposed farm winery use is consistent with the land use plan and compatible with other professional services in the vicinity. Lot and Building Standards. As proposed, the subject property is consistent with the BP – Business Park lot and building standards. The subject property is an existing lot of record and exceeds the minimum lot requirements. In addition, the proposed building exceeds all setback requirements. The lot and building standards for the BP district are detailed in the table below. Building Performance Standards for the BP – Business Park District Standard Required Proposed Minimum Lot Size 1 acre 4.23 acres Front (South) 30 ft. 180 ft. Side (East) 10 ft. 166 ft. Side (West) 10 ft. 177 ft. Rear (North) 10 ft. 126 ft. Maximum Lot Coverage 75% 20.55% Exterior Building Materials. The majority of the building is metal panel siding and includes burnished concrete masonry block as a wainscot to be on the most public sides of the building – the east elevation along Biscayne and the south elevation along the new public street. The specialty integral colored block aligns with the City’s intent for exterior materials for the business parks. The architectural appearance has a “360 degree” design achieved by utilizing a vocabulary of window bays, metal panel, garage doors, perforated panels, steel members, plane changes, change in materials (metal/CMU block) and “cut-outs.” The roof and walls are extended on the south edge of the building so that the corners on each side have a distinctive “piano leg” feature. The southeast corner is wider and greets the public prominently with a vertical Omni logo. The building footprint is 100’ x 80’ and is 44’ at the peak of the gable and 26’ at the eaves. While the Biscayne elevation is less than one hundred feet long and not subject to the façade articulation required by the City code the building mass is subdivided using panel color change, signage, windows, and the accent block base. The south façade is an articulated one hundred feet wide elevation using a combination of building plane change, window and garage door bays, material breaks (metal, concrete block, perforated panel, and landscape feature), and sloping roof plane. 4 While metal panel siding is not normally permitted in a business park zone, this Planned Use Development application is requesting metal panel siding be allowed. Metal panel siding is not permitted to discourage the use of outdoor storage sites, such as pole barns. However; in this instance metal panel façade is of a quality considered “equal to or better” the permitted materials. Additionally, there is not any outdoor storage associated with the metal panel building. The exterior metal building panel fits a farm-agricultural aesthetic envisioned by this project and is incorporated into an attractive aesthetic with many other visual upgrades. Metal buildings are present throughout the Rosemount community and Minnesota at-large and the winery endeavors to respect its historic roots in the agricultural community and surrounding architectural context. Access & Parking. The public will access the site via Biscayne Avenue onto the newly proposed city street (i.e., 157th Street) and turn north into the Omni Orchard paved parking lot, which will be striped for 38 parking stalls, including 3 accessible stalls. There is a new public street planned along the southern property boundary utilizing a 60-foot easement, with 22% (i.e., 1.3 acres) of the total property dedicated towards this city road easement. Utilities and sewer will follow the new street before continuing onto the proposed facility. The driveway access into the parking lot is setback approximately 133’ from Biscayne to center of the driveway. As previously discussed with the City, overflow parking would be allowed on grass up to an additional 33 stalls (shown as proof of parking). Delivery trucks will pull up to the dock doors on the north and east side of the building. The north dock is for straight trucks up to 40’ in length; those will back down 4’ in elevation so that the bed is level with the dock floor. The east dock is for smaller box trucks. Beyond the paved parking lot, trucks will be driving on class 5; the owner intends to pave the class 5 and grass overflow parking areas in the future. The applicant is also proposing temporary parking at the “dead end” of what will become a new public street. Staff find this acceptable with the acknowledgement the temporary parking spots will go away when construction of the public road (157th Street) moves forward. Landscaping . The City’s landscape ordinance (Section 11-6-3) requires that new developments include a minimum amount of landscaping, which includes a minimum number of trees based on the size of the site and exterior dimensions of the building. These requirements, and the amount provided on the landscape plan, are as follows: Trees Requirement: 1 tree per 3,000 square feet of land area Trees Required/Provided 48/48 (30 Phase 1 and 18 for Phase 2) Foundation Plantings Requirement: 1 per 10 feet of building perimeter Foundation Plants Required/Provided: 36/66 (44 Phase 1 and 24 Phase 2) All of the trees meet the City’s requirements for at least 75% deciduous trees on the site, with a mix of Maple, Oak, Hackberry, and Honey Locust. Various other ornamental trees and shrubs will be used for landscape islands, foundation plantings, and screening of the parking lot. From a staff perspective, it appears that the applicant has prepared a landscape plan that provides a good mix of plants that will provide screening of parking and storage areas and will break up any larger expanses of pavement, walls, and similar elements from the public roadway. Due to the nature of the winery setting and stormwater requirements, much of the property will be developed as open space; the building itself will be 8,000 square feet on a 184,000 square feet site. The building coverage plus impervious areas will be 21.8% of the site leaving 78.2% as landscaped areas. Guests will be able to typically wander through the vineyards, orchards and event areas A landscape surety for 110% of the site landscaping is required. 5 Signage. Omni is asking for a deviation from 11-8-6 C.3.(2), “(2) All permanent wall signs shall be individual channel letters mounted flush with the building or on a raceway. Channel letters shall have a minimum depth of at least three inches (3"). Box or panel signs are prohibited.” The applicant is proposing the use of vinyl decal signage that is not compliant with the 3” deep channel requirement. After consulting with Omni, staff supports a deviation from the signage ordinance. The farm winery is not a traditional Business Park office or industrial facility and the vinyl signage is more in line with the existing agriculture use and feel. Additionally, the vinyl siding will not take up more than 20% of wall space. Exterior Lighting . The attached site photometric plan indicates that the site lighting will comply with code height (30’ max), business hour, and light level limits. While there are grandfathered-in single family homes to the north and south of the subject property, there are no residence districts within 100’. The adjacent districts are BP and AG (across Biscayne). Lights will be downturned to be sensitive to the existing neighbors; light levels will drop to no more than 0.5 lumens at the property boundaries. The design will include a combination of building wall packs and site light fixtures to accent/define patio edges. Trash Enclosure . The trash enclosure will be located on the north side of the building, meeting minimum setback requirements, and will be consistent with the exterior materials of the primary structure, see the attached renderings. Engineering . The applicant has provided stormwater information which has been reviewed by our engineering group. The ALTA survey identifies a private easement to Mid-America Pipeline Company that is undefined as to its location. This easement must be defined or vacated. The ALTA survey also identifies a temporary easement located in the north east corner of the parcel. This easement needs to be vacated. A 10-foot drainage and utility easement should be dedicated along the perimeter of the parcel and along the north side of the existing street easement. The proposed building is identified to be a foot lower than the access elevation from the future street on the south side of the project. It is recommended to raise the first-floor elevation. Detailed grading, erosion control, and storm water management plans have been submitted with the application, and these plans have been reviewed by the City’s Project Engineer. The Engineer’s comments and recommendations are included in the attached memorandum. The applicant will have to revise some of the stormwater infrastructure to comply with City requirements. These modifications should not adversely impact the project and require significant changes to the site plan. Lot Development Fees. The City has adopted a fee schedule that includes various access charges that apply any development of the subject property. This property will not be platted. The applicant will be required to pay these fees at the time the Conditional Use Permit and building permit are issued; these fees include the following: • Sanitary Sewer Trunk Charge: $1075/acre • Watermain Trunk Charge: $6,500/acre • Storm Sewer Trunk Charge: $6,865/ net developable acre 6 Conditional Use Permit Legal Authority. Conditional use permits (CUP) are considered quasi-judicial actions. In such cases, the City is acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance are being followed. Generally, if the application meets these requirements it must be approved. Purpose. The purpose of conditional use permits is to allow for those uses which are not generally suitable by right within a given zoning district but may be suitable under some circumstances. The burden of demonstrating the proposed use meets the criteria for granting a conditional use permit and meeting all applicable standards lies with the applicant. As a conditional use, the commercial bakery is subject to the general CUP standards outlined in Section 11-10-7 as well as the standards specific to this use in Section 11-4-7 (C), of which there are none. These standards evaluate the City’s land use and zoning performance standards and the potential impact of the proposed use on the surrounding neighborhood; draft findings for each are provided below. 1. Will not be detrimental to or endanger the public health, safety, or general welfare of the neighborhood or the city. Finding: The proposed winery and tasting room space will not be detrimental to the public health, safety, or general welfare of the neighborhood or the City of Rosemount. The use will function similar to other permitted Business Park uses. The addition of a new commercial and outdoor community gathering space will enhance the general welfare of the City. 2. Will be harmonious with the objectives of the comprehensive plan and city code provisions. Finding: The subject property is guided Business Park Planned Unit Development, BP-PUD. City code dictates farm winery space is a conditional use in this zoning district. According to the comprehensive plan, the Business Park land use designation is intended to promote development of businesses with a large number of employees that offer wages to support an entire family and that are further constructed of high-quality buildings providing both beauty and tax base to the community. Establishments within the business park district are intended to have little or no outdoor storage, with the majority of the business activities occurring completely indoors. The proposed winery and tasting room largely fits within the purpose of the land use designation. All business activities will take place in the enclosed space and the new facility will bring new employment with competitive wages to Rosemount. 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. Finding: The building fits a farm-agricultural aesthetic that combines the historic use of the property with surrounding Business Park uses. Metal buildings are present throughout the Rosemount community and the winery endeavors to respect its historic roots in the agricultural community and surrounding architectural context. The project incorporates an attractive aesthetic with many other visual upgrades that fits within the existing character of the Business Park and general vicinity. 7 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. Finding: The proposed winery is served adequately by existing essential public facilities and services. At a future date a new public street is planned along the southern property boundary utilizing a 60 feet easement; however, staff determined the construction of the new street can be delayed until future surrounding parcels are developed. 5. Will not involve uses, activities, processes, material 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. Finding: The proposed use will not generate any additional external impacts that would be expected from the Business Park. The winery is compatible with the existing uses in the building and the adjacent property. There are grandfathered-in single family homes to the north and south of the property; however, there are no residence districts within 100 feet. All other surrounding uses are either agricultural or Business Park. 6. Will have vehicular ingress and egress to the property which does not create traffic congestion or interfere with traffic on surrounding public streets. Finding: Vehicular circulation will be designed for ingress and egress to the property so that that does not create traffic congestion or interfere with traffic on surrounding public streets. It will comply with the City access spacing and design requirements. 7. Will not result in the destruction, loss or damage of a natural, scenic, or historic feature of major importance and will comply with all local, state, and federal environmental quality standards. Finding: The proposed use will not result in the destruction, loss, or damage of a natural, scenic, or historic feature of major importance and will comply with all local, state, and federal environmental quality standards. 8. These standards apply in addition to specific conditions as may be applied throughout this code. Finding: The zoning ordinance does not include specific standards for a farm winery. RECOMMENDATION Staff recommends approval of the Planned Unit Development and Conditional Use Permit for Omni Brew Holdings, LCC to allow the construction of an 8,000 square foot winery and tasting room at 15700 Biscayne Avenue near the Rosemount Business Park. This recommendation is based on the plan submitted by the applicant, the findings made in this report and the conditions outlined in the Recommended Actions section above. BISCAYNE AVENUE(PUBLIC ROADWAY)WOOD POST CONCRETE CURB & GUTTERCONCRETE CURB & GUTTERWOOD POSTSEDGE OF FIELDFIELDNO PARKING SIGNFIELDBENCHMARK SPIKE IN UTILITY POLE ELEV: 947.99 8" PVC8" PVC15" RCP 18" RCP18" RCP10" PVC10" PVC12" WM12" WMSAN MH R=949.21 S W N 941.47I= 941.45I= I=941.51I=I=I= SAN MH R=951.72 N W S 942.36I= 942.33I= I= 942.31I=I=I= CB R=950.23 E 946.57I=I=I=I=I=I= CB R=950.18 N W S 945.08I= 946.07I= I=945.18I=I=I= CB 3 TOP 946.8 CB 2 TOP 947.8 CB 1 TOP 948.3 FE INV 941.5 CB 4 TOP 947.1 S S P P P Winery Tasting room 8,000 SF Future Out Building 4,000 SF Dock NURP Pond Future Rear Patio 1,500 SF Front Patio 3,000 SF PHASE 1 Class 5 Dock (33 proof of parking) (49) Future Game Area Future Vineyard Future Outdoor Event Area Future Orchard Future Pavement Asphalt Infiltration Basin 1 Infiltration Basin 2 Compact 60' - 0"10' - 0"10' - 0"10' - 0"40' - 0" 30' - 0"333' - 11 1/2"433' - 8 3/4" 433' - 8 1/2"334' - 9 5/8"133' - 0 1/4" 100' - 3"177' - 2 1/4" 20' - 0"24' - 0"20' - 0"8' - 6"8' - 0"17' - 0" 8' - 6"19' - 0"120' - 0 1/8"80' - 3"7' - 1"Property Line Setback Property Line Easement Setback Structure SetbackParking SetbackAssumed Property LineSetbackProperty LineTrash 8' - 6" 4' - 3" 19' - 0"8' - 6"19' - 0"Parking stalls to be removed, driveway and street to be restored should the public street be extended in the future Location Map 160th St W Biscayne AveProject Site 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M © CNH ARCHITECTS, INC. CNH NO.: 2 3 4 5 6 7 8 9 10 11 12 13 14 151 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 C:\REVIT (local)\REVIT 2021\21030 - Omni Rosemount_atsai47WSB.rvt8/18/2021 4:30:27 PMCity Submittal -Not For Construction CS01Omni Orchards Rosemount15700 Biscayne Avenue, Rosemount, MN21030 8/24/2021 8/24/2021MINNESOTASite Plan 1" = 30'-0"CS01 1 Site Plan Zoning Business Park (BP) Proposed Use Winery with Tasting Room, Food, and Retail Building Height 50 feet allowed 44 feet proposed Lot (after ROW deduction) 145,018.52 SF (3.3 acres) Coverage Building 8,000.00 SF (5.52%) Bituminous 11,201.60 SF (7.72%) Concrete 2,647.10 SF (1.83%) Class 5 7,947.03 SF (5.48%) Total 31,290.09 SF 20.55% proposed coverage < 75% allowed Parking 3,814.33 GFA / 500 GFA per parking stall = 7.62 stalls (Farm wineries) 222 seats / 3 seats per parking stall = 74 stalls (for taproom, assembly hall, restaurant) 82 total required stalls including 3 accessible stalls 49 standard stalls proposed on pavement 25 standard stalls proposed as proof of parking on grass or class 5 8 compact stalls proposed as proof of parking on grass* 82 total parking stalls Type Size Standard stall 8.5' x 19' (or 20') Accessible stall 8.5' x 20' with 8' aisle Compact stall 8' x 17' * Up to 15% of total parking stalls are allowed to be compact (i.e. 10.2 stalls) WOOD POSTCONCRETE CURB & GUTTERUTTERWOOD POSTSEDGE OF FIELDFIELDNO PARKING SIGNFIELDEVIDENCE OF SILT FENCE8" PVC8" PVC15" RCP18" RCP18" RCP10" PVCVCWM12" WMSAN MHR=949.21SWN941.4I=941.I=I=941.5I=I=I=CBR=950.23E946.57I=I=I=I=I=I=CBR=950.18NWS945.0I=946.0I=I=945.18I=I=I=SAN MHR=951.72NWS942.36I=942.33I=I=942.31I=I=I=BISCAYNE AVENUE(PUBLIC ROADWAY)FUTURE PATIOORCHARD/VINEYARDYARD GAMESFUTURE EVENT SPACEPATIO(W/ FUTURE 2.0-FTRETAINING WALL)7/13/2021 4:51:10 PML1.010 60'30'15'C:\REVIT (local)\REVIT 2021\21030 - Omni Rosemount_atsai47WSB.rvt1 2 3 4 5 6 7 8 9 101112131415ABCDEFGHJKLMABCDEFGHJKLMCNH NO.:08.11.212 3 4 5 6 7 8 9 10 11 12 13 14 151REVISIONS:DATE:7300 147TH WEST STREET SUITE 504APPLE VALLEY, MN 55124(952) 431-4433DATE: LIC. NO.:PRINT NAME:SIGNATURE:08/11/21LICENSED PROFESSIONAL LANDSCAPE ARCHITECTDIRECT SUPERVISION AND THAT I AM A DULY OR REPORT WAS PREPARED BY ME OR UNDER MYI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONTHE STATE OF MINNESOTA.UNDER THE LAWS OFPAUL PAIGE, LALandscape Architecture /Planning / Urban Designwww.hkgi.comMinneapolis, Minnesota23594Omni Orchards RosemountRosemount, MN21030City Submittal - Not For Construction 43' - 11 3/8"9' - 3 1/8"7' - 5 3/8"3' - 5 3/8"23' - 9 3/8"14' - 3 3/4"2' - 5 1/8"33' - 3 5/8"43' - 8 3/4"2' - 5 1/4" 3' - 11 1/2" 4 " / 1 2 "4" / 12" Metal buildng rake trim Metal building panel Welded wire mesh screen Overhead door Aluminum curtainwall system Concrete burnished concrete block Gabion landscape wall27' - 2 7/8"16' - 8 1/2"43' - 11 3/8"100' - 3 1/8" 25' - 4 5/8"18' - 4 7/8"56' - 5 1/8" 4 " / 1 2 "4" / 12" 4' - 6"8' - 0"4' - 10 3/4"5' - 0"5' - 4"3' - 4"45' - 5 3/4"3' - 4"8' - 4"8' - 0"4' - 1 1/2" Metal building rake trim Metal building siding Metal building siding Aluminum curtainwall system Overhead door Hollow metal door 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M © CNH ARCHITECTS, INC. CNH NO.: 2 3 4 5 6 7 8 9 10 11 12 13 14 151 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 C:\REVIT (local)\REVIT 2021\21030 - Omni Rosemount_atsai47WSB.rvt7/27/2021 8:20:23 AMCity Submittal -Not For Construction CS02Omni Orchards Rosemount15700 Biscayne Avenue, Rosemount, MN21030 7/27/2021 7/27/2021MINNESOTAExterior Elevations 1/8" = 1'-0"CS02 2 Schematic South Elevation 1/8" = 1'-0"CS02 3 Schematic North Elevation Burnished Concrete Color Block Gabion Landscape Wall Welded Wire Mesh >50% open Metal Building Panel 80' - 3"5' - 0"2' - 0" 87' - 3"43' - 11 3/8"27' - 11 3/8"16' - 0"2' - 0"16' - 0"2' - 0"5' - 0"3' - 0"8' - 0"2' - 0"5' - 0"3' - 0"5' - 0"4' - 0"5' - 0"4' - 0"5' - 0" 1' - 10 1/4" 8' - 0" 1' - 4 3/4"4' - 11" 2' - 2" Metal building roof panel Metal building eave trim Metal building paenl Aluminum curtainwall system Welded wire mesh pergola Color burnished concrete block Gabion landscape wall Steel column, paint or galvanized Steel beam, paint or galvanized Welded wire mesh screen 87' - 3" 2' - 0"5' - 0"67' - 10 3/4"10' - 0" 2' - 4 1/4"16' - 0"27' - 11 3/8"43' - 11 3/8"Metal building roof panel Metal building eave trim Metal building panel Overhead door Hollow metal door Color burnished concrete block 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M © CNH ARCHITECTS, INC. CNH NO.: 2 3 4 5 6 7 8 9 10 11 12 13 14 151 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 C:\REVIT (local)\REVIT 2021\21030 - Omni Rosemount_atsai47WSB.rvt7/27/2021 8:16:59 AMCity Submittal -Not For Construction CS03Omni Orchards Rosemount15700 Biscayne Avenue, Rosemount, MN21030 7/27/2021 7/27/2021MINNESOTAExterior Elevations 1/8" = 1'-0"CS03 1 Schematic West Elevation 1/8" = 1'-0"CS03 2 Schematic East Elevation 2' - 8 1/8"12' - 5"3' - 3 3/4" 18' - 4 7/8"8' - 2"5' - 8"2' - 6"Prefinished metal coping Color burnished concrete block Steel frame, paint or galvanize Corrugated metal infill panel, prefinished or galvanized 17' - 9 1/4"8' - 2"Prefinished metal coping Color burnished concrete block 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M © CNH ARCHITECTS, INC. CNH NO.: 2 3 4 5 6 7 8 9 10 11 12 13 14 151 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 C:\REVIT (local)\REVIT 2021\21030 - Omni Rosemount_atsai47WSB.rvt7/27/2021 8:18:41 AMCity Submittal -Not For Construction CS04Omni Orchards Rosemount15700 Biscayne Avenue, Rosemount, MN21030 7/27/2021 7/27/2021MINNESOTAExterior Elevations 1/2" = 1'-0"CS04 1 Trash Enclosure - North Elevation 1/2" = 1'-0"CS04 2 Trash Enclosure - East and West Elevation BISCAYNE AVENUE(PUBLIC ROADWAY)WOOD POST CONCRETE CURB & GUTTERCONCRETE CURB & GUTTERWOOD POSTSEDGE OF FIELDFIELDNO PARKING SIGNFIELDBENCHMARK SPIKE IN UTILITY POLE ELEV: 947.99 EVIDENCE OF SILT FENCE 8" PVC8" PVC15" RCP 18" RCP18" RCP10" PVC10" PVC12" WM12" WMSAN MH R=949.21 S W N 941.47I= 941.45I= I=941.51I=I=I= SAN MH R=951.72 N W S 942.36I= 942.33I= I= 942.31I=I=I= CB R=950.23 E 946.57I=I=I=I=I=I= CB R=950.18 N W S 945.08I= 946.07I= I=945.18I=I=I= CB 3 TOP 946.8 CB 2 TOP 947.8 CB 1 TOP 948.3 FE INV 941.5 CB 4 TOP 947.1 S S P P P Winery Tasting room 8,000 SF Future Out Building 4,000 SF Dock NURP Pond Future Rear Patio 1,500 SF Front Patio 3,000 SF PHASE 1 Class 5 Dock (33 proof of parking) (38) Future Game Area Future Vineyard Future Outdoor Event Area Future Orchard Future Pavement Asphalt Infiltration Basin 1 Infiltration Basin 2 Compact 60' - 0"10' - 0"10' - 0"10' - 0"40' - 0" 30' - 0"333' - 11 1/2"433' - 8 3/4" 433' - 8 1/2"334' - 9 5/8"133' - 0 1/4" 100' - 3"177' - 2 1/4" 20' - 0"24' - 0"20' - 0"8' - 6"8' - 0"17' - 0" 8' - 6"19' - 0"120' - 0 1/8"80' - 3"7' - 1"Property Line Setback Property Line Easement Setback Structure SetbackParking SetbackAssumed Property LineSetbackProperty LineTrash 8' - 6" 4' - 3" 19' - 0"8' - 6"19' - 0"Location Map 160th St W Biscayne AveProject Site 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M © CNH ARCHITECTS, INC. CNH NO.: 2 3 4 5 6 7 8 9 10 11 12 13 14 151 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 C:\REVIT (local)\REVIT 2021\21030 - Omni Rosemount_atsai47WSB.rvt8/12/2021 10:58:20 AMCity Submittal -Not For Construction CS01Omni Orchards Rosemount15700 Biscayne Avenue, Rosemount, MN21030 8/18/2021 8/12/2021MINNESOTASite Plan 1" = 30'-0"CS01 1 Site Plan Zoning Business Park (BP) Proposed Use Winery with Tasting Room, Food, and Retail Building Height 50 feet allowed 44 feet proposed Lot (after ROW deduction) 145,018.52 SF (3.3 acres) Coverage Building 8,000.00 SF (5.52%) Bituminous 11,201.60 SF (7.72%) Concrete 2,647.10 SF (1.83%) Class 5 7,947.03 SF (5.48%) Total 31,290.09 SF 20.55% proposed coverage < 75% allowed Parking 3,814.33 GFA / 500 GFA per parking stall = 7.62 stalls (Farm wineries) 189 seats / 3 seats per parking stall = 63 stalls (for taproom, assembly hall, restaurant) 71 total required stalls including 3 accessible stalls 38 standard stalls proposed on pavement 25 standard stalls proposed as proof of parking on grass or class 5 8 compact stalls proposed as proof of parking on grass* 71 total parking stalls Type Size Standard stall 8.5' x 19' (or 20') Accessible stall 8.5' x 20' with 8' aisle Compact stall 8' x 17' * Up to 15% of total parking stalls are allowed to be compact (i.e. 10.2 stalls) 43' - 11 3/8"9' - 3 1/8"7' - 5 3/8"3' - 5 3/8"23' - 9 3/8"14' - 3 3/4"2' - 5 1/8"33' - 3 5/8"43' - 8 3/4"2' - 5 1/4" 3' - 11 1/2" 4 " / 1 2 "4" / 12" Metal buildng rake trim Metal building panel Welded wire mesh screen Overhead door Aluminum curtainwall system Concrete burnished concrete block Gabion landscape wall27' - 2 7/8"16' - 8 1/2"43' - 11 3/8"100' - 3 1/8" 25' - 4 5/8"18' - 4 7/8"56' - 5 1/8" 4 " / 1 2 "4" / 12" 4' - 6"8' - 0"4' - 10 3/4"5' - 0"5' - 4"3' - 4"45' - 5 3/4"3' - 4"8' - 4"8' - 0"4' - 1 1/2" Metal building rake trim Metal building siding Metal building siding Aluminum curtainwall system Overhead door Hollow metal door 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M © CNH ARCHITECTS, INC. CNH NO.: 2 3 4 5 6 7 8 9 10 11 12 13 14 151 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 C:\REVIT (local)\REVIT 2021\21030 - Omni Rosemount_atsai47WSB.rvt7/27/2021 8:20:23 AMCity Submittal -Not For Construction CS02Omni Orchards Rosemount15700 Biscayne Avenue, Rosemount, MN21030 7/27/2021 7/27/2021MINNESOTAExterior Elevations 1/8" = 1'-0"CS02 2 Schematic South Elevation 1/8" = 1'-0"CS02 3 Schematic North Elevation Burnished Concrete Color Block Gabion Landscape Wall Welded Wire Mesh >50% open Metal Building Panel 80' - 3"5' - 0"2' - 0" 87' - 3"43' - 11 3/8"27' - 11 3/8"16' - 0"2' - 0"16' - 0"2' - 0"5' - 0"3' - 0"8' - 0"2' - 0"5' - 0"3' - 0"5' - 0"4' - 0"5' - 0"4' - 0"5' - 0" 1' - 10 1/4" 8' - 0" 1' - 4 3/4"4' - 11" 2' - 2" Metal building roof panel Metal building eave trim Metal building paenl Aluminum curtainwall system Welded wire mesh pergola Color burnished concrete block Gabion landscape wall Steel column, paint or galvanized Steel beam, paint or galvanized Welded wire mesh screen 87' - 3" 2' - 0"5' - 0"67' - 10 3/4"10' - 0" 2' - 4 1/4"16' - 0"27' - 11 3/8"43' - 11 3/8"Metal building roof panel Metal building eave trim Metal building panel Overhead door Hollow metal door Color burnished concrete block 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M © CNH ARCHITECTS, INC. CNH NO.: 2 3 4 5 6 7 8 9 10 11 12 13 14 151 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 C:\REVIT (local)\REVIT 2021\21030 - Omni Rosemount_atsai47WSB.rvt7/27/2021 8:16:59 AMCity Submittal -Not For Construction CS03Omni Orchards Rosemount15700 Biscayne Avenue, Rosemount, MN21030 7/27/2021 7/27/2021MINNESOTAExterior Elevations 1/8" = 1'-0"CS03 1 Schematic West Elevation 1/8" = 1'-0"CS03 2 Schematic East Elevation 2' - 8 1/8"12' - 5"3' - 3 3/4" 18' - 4 7/8"8' - 2"5' - 8"2' - 6"Prefinished metal coping Color burnished concrete block Steel frame, paint or galvanize Corrugated metal infill panel, prefinished or galvanized 17' - 9 1/4"8' - 2"Prefinished metal coping Color burnished concrete block 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M © CNH ARCHITECTS, INC. CNH NO.: 2 3 4 5 6 7 8 9 10 11 12 13 14 151 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 C:\REVIT (local)\REVIT 2021\21030 - Omni Rosemount_atsai47WSB.rvt7/27/2021 8:18:41 AMCity Submittal -Not For Construction CS04Omni Orchards Rosemount15700 Biscayne Avenue, Rosemount, MN21030 7/27/2021 7/27/2021MINNESOTAExterior Elevations 1/2" = 1'-0"CS04 1 Trash Enclosure - North Elevation 1/2" = 1'-0"CS04 2 Trash Enclosure - East and West Elevation CNH NO.: DATE: REVISIONS: 7300 147TH W. STREET STE 504 APPLE VALLEY, MN 55124 (952) 431-4433 21030 CS06Omni Orchards Rosemount15700 Biscayne Avenue, Rosemount, MN8/18/2021 Option 1.1 Front View Event Space 1 103 Men's Restroom 104 Women's Restroom 105 Kitchen 106 Hallway 150 Production 107 Barrel Cellar 108 Office 109 Future Cooler 110 Warehouse 111 Bar 102 Tasting 101 Cooler 112 Event Space 2 114 Utility 115 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M © CNH ARCHITECTS, INC. CNH NO.: 2 3 4 5 6 7 8 9 10 11 12 13 14 151 REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 P:\Projects\2021\21030\Central\21030 - Omni Rosemount_VER6.rvt8/11/2021 3:42:25 PMCity Submittal -Not For Construction CS08Omni Orchards Rosemount15700 Biscayne Avenue, Rosemount, MN21030 8/18/2021 Floor Plan 3/16" = 1'-0"CS08 1 First Floor Plan Copy 1 36" 12"12"12" 1-¼" TOP IN COMPRESSION BOTTOM IN COMPRESSION Gage Thickness (in.)Yield (ksi)Tensile (ksi)Panel Wt. (psf)Ix (Gross) (in4)Sx (eff.) (in3)Ma (kip-in)Sx (eff.) (in3)Ma (kip-in) 26 0.0177 80 82 0.86 0.0320 0.0417 1.500 0.0367 1.3167 24 0.0222 80 82 1.08 0.0400 0.0537 1.9267 0.0493 1.7700 NOTES 1. Section properties were calculated in accordance with AISI S100/CSA S136, 2016 Edition. 2. Panels were checked for bending, shear, combined bending and shear, web crippling, deflection and panel pullover. 3. Deflection is limited to Span/60. 4. Panel pullover limits are based on d’w = 0.44”. 5. Thermal load has not been considered. 6. Capacities are based on a 3-span condition with equal length spans. 7. “Pressure” load is applied inward on the outer surface towards supports. 8. “Suction” load is applied outward on the inner surface away from panel supports. SPAN (ft.) Panel Capacity (psf) 26 GAGE 24 GAGE Pressure7 Suction4,8 Pressure7 Suction4,8 3.0 78 72 119 91 3.5 67 62 102 78 4.0 58 54 89 68 4.5 52 48 72 61 5.0 43 43 59 55 5.5 36 40 48 50 6.0 30 34 41 44 6.5 26 29 35 38 7.0 22 25 30 33 7.5 19 22 26 28 Panel Specifications Nucor Accent Wall™ Metal Wall Panel System The architectural features of the Nucor Accent Wall make it ideal for fascias and decorative wall designs. The recessed fasteners provide a clean exterior appearance, and the deep rib configuration creates an attractive shadow pattern. Fasteners for are semi-concealed. Panel Credentials • ASTM E283 Test Method for Determining Air Leakage Through Wall Systems • ASTM E331 Test Method for Water Penetration of Exterior Wall Systems • State of Florida Product Approval • UL263 Fire Tests of Building Construction and Materials • ASTM C1363-11 Test Method for Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box Apparatus www.nucorbuildingsystems.com > WOOD POST CONCRETE CURB & GUTTERCONCRETE CURB & GUTTERBEEKEEPING AREA WOOD POSTEDGE OF FIELDFIELDIRRIGATION WHEEL PATHIRRIGATION WHEEL PATHEVIDENCE OFSILT FENCEFOR SALE SIGN NO PARKING SIGNFIELDFFFFFFFFFFFFFFFFllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>P P P OUOUOUOUOUOUOUOUOUOUOUOUOUOUGGGGGGGGGGGGGGGGBENCHMARKSPIKE IN UTILITY POLEELEV: 947.99EVIDENCE OF SILT FENCE 8" PVC8" PVC15" RCP18" RCP18" RCP10" PVC10" PVC12" WM12" WM955 955952951950949949945940 95795795 5 955954 95094595094595 6 S MHSN R=949.21 I=S W N 941.45 941.47 I= I=941.51I=I=I= CBRC R=950.23 I=E 946.57I=I=I=I=I= CBRC R=950.18 I=N W S 946.07 945.08 I= I=945.18I=I=I= S MHSN R=951.72 I=N W S 942.33 942.36 I= I=942.31I=I=I= N 89°27'46" E 466.73 S 00°11'04" W 394.87S 89°34'26" W 466.72N 00°11'04" E 393.97NORTH 1/4 CORNER SEC. 32, TWP. 115, RGE. 19 (DAKOTA CO. CAST IRON MON.)WEST 1/4 CORNERSEC. 32, TWP. 115, RGE. 19(DAKOTA CO. MAG NAIL W/DISK)SOUTH 1/4 CORNER SEC. 32, TWP. 115, RGE. 19 (MON. NOT FOUND) EAST 1/4 CORNER SEC. 32, TWP. 115, RGE. 19 (DAKOTA CO. ALUM. MON.) SOUTHEAST CORNER SEC. 32, TWP. 115, RGE. 19 (DAKOTA CO. ALUM. MON.) 466.69 466.69E X C E P T I O N 466.69E X C E P T I O N NORTH LINE OF N 1/2 OF SE 1/4 SEC. 32, TWP. 115, RGE. 19 SOUTH LINE OF SE 1/4 SEC. 32, TWP. 115, RGE. 19WEST LINE OF SE 1/4SEC. 32, TWP. 115, RGE. 19SOUTH LINE OF N 1/2 OF SE 1/4 SEC. 32, TWP. 115, RGE. 19 EAST LINE OF SE 1/4SEC. 32, TWP. 115, RGE. 19FOUND 1/2" IRON PIPE RLS# 8625 (SOUTH 0.4 / EAST 0.2) FOUND 1/2" IRON PIPE RLS# 8625 (SOUTH 0.2 / EAST 0.4)(PUBLIC ROADWAY)BISCAYNE AVENUE33 33 33 33 3 6 60TEMPORARY EASEMENT PER DOC. NO. 3358418 EASEMENT RESERVATION FOR FUTURE STREET & MUNICIPAL SERVICES PER WARRANTY DEED DOC. 1663363 & QUIT CLAIM DEED DOC. NO. 3169379 5 * NO BUILDINGS * 433.72 33.00 433.73 33.00 2635.092644.79 2654.361328.31S 00°11'04" W 466.72N 89°41'05" E 2641.89N 00°20'03" E 5300.84S 89°27'46" W 5279.88 1323.241323.24466.72S 00°11'04" W 1795.03S 89°34'26" W MID-AMERICA PIPELINE COMPANY EASEMENT PER BK. 268 OF DEEDS, PG. 547 4 A A B C D D D E E S 00°11'04" W 394.8112224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 (952) 890-0509 R SCALE IN FEET 0 40 80 H:\RHBADVAN_PR\0T1124853\CAD\C3D\124853_V_PROP_E1.dwg 7/1/2021 5:11 PM ©Bolton & Menk, Inc. 2021, All Rights Reserved FOR: DRAWN BY:FIELD BOOK:JOB NUMBER: R ALTA/NSPS LAND TITLE SURVEY ROSEMOUNT, MN 55068 EAST 466.69 FT. OF N 1/2 OF SE 1/4 SEC. 32, TWP. 115, RGE. 19 EXCEPT NORTH & SOUTH 466.69 FT DAKOTA COUNTY, MINNESOTA RHB ADVANTAGE 401 (K) PLAN H:\RHBADVAN_PR\0T1124853\CAD\C3D\SDB_124853_Dakota County 0T1.124853 ERW/MEA DWG. NO. 3937 FILE NO. 5393 S32-T115-R19-41 Vertical Datum: NAVD 1988 In Feet Horizontal Datum: Dakota County Coordinate System NAD 83 (1986 Adj.) ALTA/NSPS LAND TITLE SURVEY 15700 BISCAYNE AVE.,ROSEMOUNT, MINNESOTA The following were provided in First American Title Insurance Company Commitment No. 21-050276-XC, Commitment Date: May 19, 2021, at 7:30 a.m., Schedule A. The East 466.69 feet of the North Half of the Southeast Quarter of Section 32, Township 115, Range 19, EXCEPT the North 466.69 feet thereof and EXCEPT the South 466.69 feet thereof, Dakota County, Minnesota. Abstract Property SURVEYOR'S CERTIFICATION The following were provided in First American Title Insurance Company Commitment No. 21-050276-XC, Commitment Date: May 19, 2021, at 7:30 a.m., Schedule B - Exceptions. The items referenced correspond to the items defined in the Title Commitment's Schedule B - Exceptions. The Items referenced are followed by comments made by Bolton & Menk, Inc. addressing the Item and are referenced on survey map by item number. Items A - F, 2, 7 through 10 , Schedule B - Exceptions are not addressed on this survey (general and/or non-survey related). NOTES CORRESPONDING TO SCHEDULE B - EXCEPTIONS LEGAL DESCRIPTION The following are possible encroachments that may affect the subject property. Bolton & Menk, Inc. does not guarantee that all encroachments have been identified. VICINITY MAP 3 A To: Omni Brew Holdings, LLC; First American Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 2, 5, 8, 9, 10, 11(a), 11(b), 16 and 17, Table A thereof. I hereby certify that this survey was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. The field work was completed on June 30, 2021. Date of Plat or Map: July 1, 2021. ___________________________ By: Eric R. Wilfahrt Eric.Wilfahrt@bolton-menk.com www.bolton-menk.com Registration No. 46166 Date Signed: July 1, 2021 Note: This certification is made to the parties listed above as a professional opinion based on the knowledge information and belief of the surveyor as of the date of issuance. Over time, survey and title conditions may change from those shown on this survey or in the title commitment. The above parties are advised that updated title documentation and surveys will be required to confirm conditions affecting the subject property after date of issuance of this survey. TABLE A ITEMS R Irrigation system tire path crosses through the subject property. Wood post lies within subject property by ±1.7 ft. Area used for bee keeping. Utility poles and overhead utility line lie outside of Biscayne Avenue right-of-way. Silt fence lies outside of temporary easement and Biscayne Avenue right-of-way. Existing roads or highways not shown of record. Only those existing roads or highways Bolton & Menk, Inc. are aware of are graphically shown on this survey map. Biscayne Avenue right-of-way is shown graphically per available Dakota County maps. Pipeline Easement in favor of Mid-America Pipeline Company over a 60 foot right of way recorded in Book 268 of Deeds on page 547. The location of the strip is not described. Partially release by Document No. 2075489, Assigned and Assumed by Document No. 2217881. The surveyed property is subject to said pipeline easement per Book 268 of Deeds, Page 547. The surveyed property was excepted from the Partial Release and Grant of Right of Way Document No. 2075489 which said document released other portions of land from said pipeline easement per Book 268 of Deeds, Page 547 & 616 lying in the South Half of the Northeast Quarter, the North Half of the Southeast Quarter and the South 13 ft. of the East 525 ft. of the North Half of the Northeast Quarter of Section 32, Township 115, Range 19, Dakota County, Minnesota. Said Document No. 2075489 reserved unto said Mid-America Pipeline Company a 60 ft. wide easement which lies in said North Half and South Half of the Southeast quarter, which lies westerly of the East 466.69 of said North Half of the Southeast Quarter. Subject to the reservation of an easement for future street and municipal services over and across the South 60 feet of said property. Said easement is graphically shown on this survey map. Temporary Easement filed as Document No. 3358418. Said easement is graphically shown on this survey map. 4 5 6 SURVEYOR'S NOTES 1.Orientation of the bearing system is based upon the east line of the Southeast Quarter of Section 32, Township 115, Range 19, which is assumed to bear South 00 degrees 11 minutes 04 seconds West. 2.No physical constructed vehicular or pedestrian access to/from Biscayne Avenue was observed during the course of this survey. 3.No buildings were observed on the surveyed property during the course of this survey. 4.Per agreement with Client (RH Advantage 401 (K) Plan), vegetation (i.e., trees, bushes, etc.) were not located during the course of this survey and was not a contractual component of this survey. B Item 2 - Address(es) of the surveyed property if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork. -The address assigned to subject property as noted in First American Title Insurance Company Commitment No. 21-050276-XC, Commitment Date: May 19, 2021, at 7:30 a.m. is 15700 Biscayne Avenue, Rosemount, MN 55068. Item 5 - Vertical relief with the source of information (e.g., ground survey, aerial map), contour interval, datum, with originating benchmark, when appropriate. -As shown on this survey. Item 8 - Substantial features observed in the process of conducting the fieldwork (in addition to the improvements and features required pursuant to Section 5 above) (e.g., parking lots, billboards, signs, swimming pools, landscaped areas, substantial areas of refuse). -As shown on this survey. Item 9 - Number and type (e.g., disabled, motorcycle, regular and other marked specialized types) of clearly identifiable parking spaces on surface parking areas, lots and in parking structures. Striping of clearly identifiable parking spaces on surface parking areas and lots. - No parking spaces were observed on the subject property. Item 10 - As designated by the client, a determination of the relationship and location of certain division or party walls with respect to adjoining properties. - No buildings were observed on the subject property. Item 11 - Evidence of underground utilities on or serving the surveyed property (in addition to the observed evidence of utilities required pursuant to Section 5.E.iv.) as determined by: (a) plans and/or reports provided by client (with reference as to the sources of information) (b) markings coordinated by the surveyor pursuant to a private utility locate request Note to the client, insurer, and lender - With regard to Table A, item 11, information from the sources checked above will be combined with observed evidence of utilities pursuant to Section 5.E.iv to develop a view of underground utilities. However, lacking excavation, the exact location of underground features cannot be accurately, completely, and reliably depicted. In addition, in some jurisdictions, 811 or other similar utility locate requests from surveyors may be ignored or result in an incomplete response, in which case the surveyor shall note on the plat or map how this affected the surveyor's assessment of the location of the utilities. Where additional or more detailed information is required, the client is advised that excavation may be necessary. - Underground utility lines and structures are shown in an approximate way only, according to information provided by others. A request that utilities be located for this survey was made through Gopher State One Call (Ticket No. 211611428 & 211725245). The underground utility lines and structures shown on this map represent the information provided to Bolton & Menk, Inc. as a result of that request. The surveyor does not guarantee that the information provided was either complete or accurate. The surveyor does not guarantee that there are no other underground utility lines and structures, active or abandoned, on or adjacent to the subject property. Item 16 - Evidence of recent earth moving work, building construction, or building additions observed in the process of conducting the fieldwork. - Evidence of recent earth moving work along and adjoining Biscayne Avenue was observed. Item 17 - Proposed changes in street right of way lines, if such information is made available to the surveyor by the controlling jurisdiction. Evidence of recent street or sidewalk construction or repairs observed in the process of conducting the fieldwork. - Surveyor wasn't provided with documentation indicating there are proposed changes in street right of way, either completed or proposed. Recent street construction was observed along and adjoining Biscayne Avenue. STATEMENT OF POSSIBLE ENCROACHMENTS BISCAYNE AVE.CSAH 46 (160TH ST. W.)STATE HWY. .3CSAH 42 (150TH ST. W.) BOULDER TRAIL LEGEND MONUMENT FOUND BENCH MARK CATCH BASIN MANHOLE-SANITARY TRAFFIC SIGN UTILITY POLE VALVE WATER SYSTEM STORM SEWER SANITARY SEWER INTERMEDIATE CONTOURS INDEX CONTOURS S >> > l GAS UNDERGROUND FIBER UNDERGROUND OVERHEAD UTILITY F G OU POSTP C D E Page M of 1Project #:Date:8/12/2021Calculated light levels shown areestimates based on informationavailable at time of layout request.Due to unknown site conditionsJTH Lighting assumes no responsibilityfor installed light levels.1. Lighting Reflectance of 80/50/20 used unless noted otherwise2. Interior calc points shown at 30" A.F.F. unless noted otherwise3. Exterior calc points shown at grade unless noted otherwise4. Emergency egress calc points shown at 0" A.F.F.5. Photometric drawings are for Design purposes only, not for Construction documentsPaper Size: ARCH D - 24X36"MN, ND, SD, W. WI6885 146TH ST WAPPLE VALLEY, MN 55124952.223.6300WWW.JTHLIGHTING.COMOMNI ORCHARDSLuminaire ScheduleSymbolQtyLabelManufacturerDescriptionArrangementLum. LumensLum. WattsLLFCalculation SummaryLabelCalcTypeUnitsAvgMaxMin6AAASL2-320L-145-4K7-4W-USINGLE204921430.950Avg/MinMax/Min10WP1RWL1-48L-20-4K7-4W-USINGLE267119.9LOT_PlanarIlluminanceFc0.9502.235.80.0N.A.N.A.Not to ScaleWP1MH: 10WP1MH: 10MH: 10WP1WP1MH: 10WP1MH: 10WP1MH: 10MH: 10WP1MH: 10WP1WP1MH: 10WP1MH: 10AAMH: 28AAMH: 28AAMH: 28MH: 28AAMH: 28AAMH: 28AA0.3 0.9 1.8 2.4 2.7 2.8 2.8 2.5 2.2 1.4 0.6 0.20.4 1.2 2.6 3.4 3.8 4.0 3.9 3.6 3.1 1.9 0.7 0.30.5 1.3 2.8 4.0 4.4 4.5 4.5 4.2 3.5 2.0 0.7 0.30.6 1.2 2.5 3.8 4.2 4.2 4.2 4.1 3.3 1.8 0.8 0.50.8 1.3 2.3 3.5 4.0 3.9 3.9 3.9 2.9 1.7 1.0 0.60.9 1.5 2.3 3.4 4.0 3.9 4.0 3.9 2.9 1.8 1.1 0.70.9 1.4 2.4 3.7 4.1 4.1 4.2 4.1 3.1 1.8 1.0 0.60.8 1.4 2.8 4.1 4.6 4.7 4.7 4.6 3.7 2.1 1.0 0.50.1 0.1 0.3 0.7 0.8 0.8 0.9 0.9 0.9 1.0 1.0 1.1 1.2 1.6 3.3 4.6 5.25.5 5.5 5.4 4.6 2.7 1.0 0.50.1 0.3 0.7 1.5 1.8 2.0 1.8 1.3 1.3 1.8 2.1 2.0 1.6 1.8 3.5 4.7 5.35.7 5.8 5.8 5.1 3.2 1.2 0.40.2 0.7 1.5 2.4 2.2 2.2 2.0 1.2 1.2 2.1 2.3 2.2 1.3 1.5 3.8 4.5 4.74.9 5.2 5.4 4.8 3.0 1.1 0.40.2 0.9 1.9 2.33.9 4.1 3.7 3.8 4.2 4.5 4.0 2.3 1.0 0.50.2 0.9 2.0 2.23.9 3.7 3.1 2.9 3.3 3.7 3.1 1.9 1.0 0.60.2 1.0 2.0 2.14.3 4.0 3.1 2.5 2.9 3.2 2.6 1.7 1.1 0.60.3 1.1 1.8 1.84.1 3.8 2.9 2.5 2.8 3.2 2.6 1.7 1.0 0.60.3 1.0 2.0 2.34.3 4.0 3.1 2.7 3.0 3.4 2.9 1.7 0.9 0.50.2 1.0 2.2 2.55.0 4.5 3.5 3.1 3.5 4.0 3.6 2.2 0.9 0.40.3 1.1 2.4 2.74.3 4.2 3.7 3.6 4.2 4.6 4.3 2.8 1.0 0.40.3 1.3 2.6 2.83.7 3.7 3.5 3.7 4.3 4.8 4.6 3.0 1.1 0.40.4 1.5 3.5 4.7 4.4 4.1 3.7 3.4 3.1 1.6 1.7 2.7 2.8 3.2 2.9 3.0 3.43.9 4.4 4.1 2.5 0.9 0.40.4 1.4 3.6 4.8 4.7 4.5 4.0 3.3 2.7 1.5 1.5 2.4 2.3 2.1 2.0 2.4 2.83.3 3.8 3.4 2.0 0.9 0.50.5 1.2 2.8 3.8 3.7 3.4 3.0 2.2 1.6 1.2 0.8 1.2 1.4 1.5 1.6 1.7 2.12.6 3.1 3.6 3.0 1.8 1.1 0.60.6 1.1 2.0 2.9 2.9 2.5 2.0 1.5 1.1 1.0 1.1 1.2 1.2 1.3 1.5 1.8 2.32.8 3.4 3.7 3.0 1.9 1.2 0.70.7 1.1 1.8 2.6 2.7 2.2 1.7 1.3 1.1 1.1 1.4 1.7 1.7 1.7 1.8 2.2 2.73.4 3.9 4.2 3.3 1.9 1.1 0.70.7 1.1 1.7 2.6 2.7 2.2 1.7 1.3 1.1 1.2 1.7 2.2 2.3 2.2 2.3 2.7 3.34.1 4.7 4.8 3.8 2.1 1.0 0.50.5 0.9 1.8 2.8 2.7 2.3 1.8 1.4 1.1 1.3 1.9 2.7 2.8 2.8 2.9 3.3 3.94.8 5.4 5.2 4.2 2.3 0.9 0.40.4 0.9 2.1 3.1 2.9 2.5 2.0 1.5 1.2 1.4 2.1 3.0 3.2 3.2 3.2 3.6 4.24.9 5.4 4.9 3.8 2.3 0.9 0.40.3 0.9 2.2 3.0 2.8 2.4 1.9 1.4 1.2 1.3 2.0 2.8 2.9 2.7 2.6 2.9 3.34.0 4.3 3.8 2.8 1.7 0.7 0.30.2 0.8 1.7 2.1 2.0 1.8 1.5 1.2 0.9 1.0 1.3 1.7 1.6 1.5 1.7 1.9 1.92.1 2.3 2.2 1.6 0.9 0.4 0.20.5 1.0 1.2 1.2 1.1 1.0 0.8 0.6 0.5 0.6 0.7 0.7 0.8 1.1 1.2 1.1 1.01.0 0.9 0.7 0.4 0.2 0.10.6 0.6 0.6 0.5 0.5 0.4 0.3 0.3 0.3 0.4 0.5 0.7 0.7 0.6 0.5 0.4 0.40.3 0.2 0.1 0.0 K:\018668-000\Admin\Docs\Omi Orchard Site Review Memo.docx Memorandum To: Eric Van Oss, Economic Development Coordinator CC: Adam Kleinberg, Community Development Director Stacy Bodsberg, Planning & Personnel Secretary Brian Erickson, Director of Public Works/City Engineer From: Tim Hanson PE, WSB Engineering Consultant Date: August 12, 2021 Re: Omni Orchards Site Plan Review Grading, Drainage, Erosion Control & Utility Plan Review WSB File No 0018668-000 SUBMITTAL: A Site Plan, Grading, Drainage, Erosion Control & Utility Plan for Omni Orchards have been submitted. They were prepared by CNH Architects of Apple Valley, MN and Rehder & Associates of Eagan MN for the Omni Orchards Project. Engineering review comments were generated from the following plat documents dated 07-27-2021, consisting of: ▪ ALTA Survey ▪ Site Plan ▪ Grading, Drainage, Erosion Control & Utility Plan GENERAL COMMENTS – ALTA SURVEY : Omni Orchard is located on the west side of Biscayne Avenue between CSAH 42 and CSAH 46, north of Biscayne Business Park and the Donald Wachter parcel. The current parcel is vacant land with some trees located in the southeast area of the parcel. The proposed development proposes a single building with adjacent patio, parking lot and ponding/infiltration areas. The site plan identifies a “future building” located in the north central portion of parcel, additional parking, patio, yard game area and orchard/vineyard area. 1. The development Fees are indicated below based on the 2021 Schedule of Rates and Fees. Fees will be due with the Conditional Use Permit/Building Permit (development agreement). ▪ Sanitary Sewer Trunk Charge: $1075/acre ▪ Watermain Trunk Charge: $6,500/acre ▪ Storm Sewer Trunk Charge: $6,865/ net developable acre 2. The ALTA survey identifies a private easement to Mid-America Pipeline Company that is undefined as to its location. This easement must be defined or vacated. 3. The ALTA survey also identifies a temporary easement located in the north east corner of the parcel. This easement needs to be vacated. Kyle Klatt August 20, 2021 Page 2 K:\018668-000\Admin\Docs\Omi Orchard Site Review Memo.docx 4. The ALTA survey identifies existing utility poles located beyond the Biscayne Right of Way. A drainage and utility easement must be dedicated under the facilities or the poles need to be relocated. 5. The southern 60 feet of the parcel has an existing easement for street and utilities extending east to west across the parcel. 6. A 10 foot drainage and utility easement should be dedicated along the perimeter of the parcel and along the north side of the existing street easement. GRADING AND EROSION CONTOL The existing site drains from the southwest corner to the north east. There is 16 feet of fall across the site. The proposed grading plan identifies constructing a small berm along the north property line creating an infiltration area and NURP pond south of the berm. The proposed building is in the central area of the site with the parking lot extending along the east side of the proposed building. Runoff from the impervious area flows to the east to a NURP basin and then into an infiltration basin located on the east side of the drive lane and parking area. Runoff from a 1 percent chance storm would discharge from the infiltration basin north to a land locked area on the west side of Biscayne Avenue. To the south and west of the proposed building a shallow swale is proposed that conveys runoff to a second infiltration area located to the northwest of the building. The two infiltration areas are connected by a storm sewer pipe. 7. The proposed building is identified to be a foot lower than the access elevation from the future street on the south side of the project. It is recommended to raise the first-floor elevation. ACCESS AND EGRESS The driveway to the site is identified to be extended from the future street along the south side of the parcel. The future street extends west from Biscayne Avenue within the dedicated easement for street and utilities. The future street must have the vertical profile designed across the length of the parcel for future extension. The driveway grade will then be determined from the street elevation. 8. The future street must be constructed to City design standards from Biscayne Avenue to the west side of the proposed driveway. Curb and gutter must be placed on the north side, the south side can be a rural section with a 14-foot bituminous lane and a two-foot shoulder. SANITARY SEWER AND WATERMAIN Sanitary sewer and watermain laterals are stubbed to the west from Biscayne Avenue at the 60- foot street and utility easement on the southerly edge of the parcel. These stubs must be extended west to the mid-point of the parcel and terminated with a manhole and hydrant respectively. Sewer and water services would then be extended north from the laterals to serve the proposed building. Sewer and water service to the future building located north of the proposed building needs to be identified. 9. Extend 8-inch sanitary sewer and 8-inch watermain to the mid-point of the parcel within the 60-foot easement. 10. Provide an onsite fire hydrant, locate the hydrant to provide proximity to the proposed building and the future building. Kyle Klatt August 20, 2021 Page 3 K:\018668-000\Admin\Docs\Omi Orchard Site Review Memo.docx SURFACE WATER MANAGEMENT The plans for Omni Orchard Project have been preliminarily reviewed for surface water management, erosion and sediment control and for storm sewer pipe sizing. This review was forwarded to the developer. Storm water management facilities and the site plan may change based on the preliminary review. 11. Plat approval is subject to the comments of the final Surface Water Management Review.