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Item 05
1 City of Lakeville Planning Department Memorandum To: Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: June 25, 2021 Subject: Packet Material for the July 1, 2021 Planning Commission Meeting Agenda Item: Consider the application of Gulbrandson Real Estate, LLLC and Apple Auto Group for the following: 1. Preliminary and final plat of Airlake Station Second Addition 2. Conditional use permits to allow: a) Motor vehicle sales with open and outdoor display greater than 30% of the area of the principal building b) Major auto repair c) An exception to the commercial district exterior building materials requirements Action Deadline: August 12, 2021 BACKGROUND Gulbrandson Real Estate, LLLC and Apple Auto Group representatives have submitted applications and plans for the preliminary and final plat of one lot for Airlake Station Second Addition in addition to a conditional use permit and plans for a 66,445 square foot, two level automotive dealership with major auto repair and outdoor display and sales. The outdoor display and sales area will exceed 30% of the building floor area, requiring a conditional use permit. A conditional use permit is also requested to allow the applicant’s request for an 2 exception to the commercial exterior building materials requirements in consideration of alternative architectural exterior materials. The subject property consists of 10.31 acres and is located south of Lakeville Boulevard (CSAH 50) and east of Cedar Avenue (CSAH 23). The preliminary and final plat and site development plans have been submitted to: 1. The Engineering Division 2. The Parks and Recreation Department 3. The Dakota County Plat Commission The following exhibits are attached for your information: EXHIBITS A. Location and Zoning Map B. Aerial Photo Map C. Survey and Civil Design Plans (8 Pages) D. Final Plat E. Architectural Plans (6 Pages) F. Dakota County Plat Commission letter dated May 3, 2021. Zoning and Surrounding Uses. The property is zoned C-2, Highway Commercial District. The proposed project abuts the following existing or planned land uses: Direction Existing Use Land Use Plan Zoning North Lakeville Blvd (CSAH 50) and Undeveloped Commercial Property Commercial C-2 General Commercial District South Manufacturing/Warehouse Building Industrial I-2, General Industrial District East Undeveloped Industrial I-2, General Industrial District West U-Haul Storage and Truck Rental Commercial C-2 General Commercial District STAFF ANALYSIS PRELIMINARY AND FINAL PLAT The preliminary and final plat consists of one lot totaling 10.31 acres. The following outline describes the proposal in detail as it relates to Zoning Ordinance and Subdivision Ordinance requirements: 3 a. Comprehensive Plan. The property is located in Planning District No. 6 of the 2040 Comprehensive Land Use Plan. The property is in the current Metropolitan Urban Service Area (MUSA) which means that City municipal services, including sanitary sewer, are available to serve the property. The proposed Airlake Station Second Addition preliminary and final plat meets the recommended goals and objectives of the 2040 Comprehensive Land Use Plan. b. Existing Site Conditions. The site was preliminary graded with the development of the U- Haul facility to the west. The property is moderately sloped from west to east. A driveway access with full turning movements onto Lakeville Boulevard is located near the west end of the property and is shared with U-Haul. c. Lot/Block/Outlot. The lot proposed with the preliminary and final plat exceeds the minimum lot area and lot width requirements for the C-2, Highway Commercial District. The following is a tabulation of the lots as noted on the preliminary plat plans: Lot Area and Width Requirements Lot 1 20,000 sf 10.31 acres 100 feet 1,187 feet d. Streets. The preliminary and final plat of Airlake Station Second Addition does not include the construction of any public streets. Lakeville Boulevard (CSAH 50) is a two-lane undivided arterial road adjacent to the plat. e. Grading, Drainage, Erosion Control and Utilities. The area of the proposed preliminary and final plat is located within the current MUSA and City sanitary sewer and water is currently available to the site. Grading and utility plans have been submitted with the Airlake Station Second Addition preliminary and final plat. Grading, drainage, erosion control, and utility review comments are addressed in the engineering report dated June 25, 2021. A copy of the engineering report is attached for your review. Engineering recommends approval of the Airlake Station Second Addition preliminary and final plat and site development plans. f. Wetlands. There are no wetlands within the Airlake Station Second Addition preliminary and final plat. g. Tree Preservation. There are not significant trees within the area of the preliminary and final plat. 4 h. Park Dedication, Trails and Sidewalks. The City’s Comprehensive Parks, Trails, and Open Space Plan identifies a future trail along the south side of Lakeville Boulevard. The trail will be constructed in the future in conjunction with a planned regional trail into Farmington. A trail is presently located on the north side of Lakeville Boulevard that connects to downtown Farmington. There are no park land needs identified in the area of the plat. Park dedication cash fees will be required with City Council approval of the final plat. The 2021 commercial park dedication fee rate is $7,693 per acre. CONDITIONAL USE PERMIT Project Overview. Apple Auto Group proposes to sell, lease, and service Ford commercial trucks at this location. Apple Auto Group proposes to include mechanical, auto body, and glass service shops providing both major and minor auto repair services. Apple Autos is presently located in Apple Valley south of 150th Street (CSAH 42) and east of Cedar Avenue (CSAH 23). The building will not include indoor vehicle display. Between six and 10 sales and management staff will be employed in the commercial truck/sales/leasing area. Commercial truck mechanical services will be included with 25 service bays. Five to six service managers and advisors will be employed within the office area with the sales staff. A collision and glass service area will be included with six to 10 estimating staff and management. This area will include a body repair/paint shop and will include 24 service bays, paint booths, and a frame straightening rack. A wash bay will be included for interior operations only. A parts supply and storage area will be included primarily in the upper level. Truck Sales/Leasing Involving Outdoor Sales/Display Exceeding 30% of Building Floor Area. Outdoor sales and display exceeding 30% of the gross floor area of the principal building is allowed as an accessory use by Section 11-72-7.M of the Zoning Ordinance subject to approval of a conditional use permit. Apple Group plans to include areas for display of trucks for sale and lease in designated areas along the north side of the property abutting Lakeville Boulevard and adjacent to the north side of the building. A conditional use permit requires compliance with the following performance standards: 1. The outside sales areas are fenced or screened from view of neighboring residential uses or an abutting residential district in compliance with section 11-21-9 of this title. The subject property does not abut a residential zoning district. 2. The architectural appearance, scale, building materials and functional plan of the site and building shall not be dissimilar to existing uses and buildings so as to cause a blighting influence. 5 The proposed building is a two level commercial building with a parking lot and outdoor vehicle sales/lease/display area. The architectural appearance as proposed includes a variety of building materials not dissimilar to existing commercial buildings in the area. 3. The sales area is surfaced with bituminous material or concrete. The sales and display areas are surfaced with bituminous or concrete materials. 4. The sales area does not take up parking space as required for conformity to this title. The vehicle display and sales area does not take up parking spaces required for employees and customers. Due to the unique mix of proposed uses of the building and the outdoor display and inventory storage, on-site parking will have to be managed such that adequate customer parking remains available to the public at all times. Parking of display vehicles and inventory storage shall not occur within drive aisles and driveways. 5. Hours of operation shall be limited to seven o'clock (7:00) A.M. to ten o'clock (10:00) P.M. unless otherwise allowed by the city council. The applicant is proposing hours of 8:00 AM to 9:00 PM, Monday through Thursday; 8:00 AM to 7:00 PM, Friday; 8:00 AM to 6:00 PM, Saturday; and closed on Sunday in compliance with Zoning Ordinance requirements. Major Auto Repair. The Zoning Ordinance allows major auto repair in the C-2, Highway Commercial District subject to approval of a conditional use permit provided that: 1. All building materials and construction including those of accessory structures must be in conformance with section 11-17-9 of this title. The building is proposed to be constructed of a coordinated balance of Grade A, B and E materials as is permitted subject to approval of a conditional use permit. These requirements are outlined later in the planning report. 2. Not less than twenty five percent (25%) of the lot, parcel or tract of land shall remain as landscaped green area according to the approved landscape plan. The proposed impervious surface area will be 66.8%, resulting in a green space area of 33.2% in compliance with Zoning Ordinance requirements for major auto repair uses. 3. The entire area other than occupied by buildings or structures or planting shall be surfaced with bituminous material or concrete which will control dust and drainage. The 6 entire area shall have a perimeter curb barrier, a stormwater drainage system and is subject to the approval of the city engineer. All areas are surfaced with bituminous or concrete and have concrete curb and gutter. All other areas are landscaped as required by the Zoning Ordinance. 4. The lot and building shall meet all lot area, lot width, and setback requirements of the C-2 District. The lot complies with the minimum lot requirements of the C-2 District as follows (setback requirements will be discussed later in this report): Lot Area and Width Requirements Lot 1 20,000 sf 10.31 acres 100 feet 1,187 feet 5. The hours of operation shall be between seven o'clock (7:00) A.M. and six o'clock (6:00) P.M. Evening hours of operation shall be subject to the approval of the city council. The applicant is requesting hours slightly longer than allowed unless approved by the City Council with hours of 8:00 AM to 9:00 PM, Monday through Thursday; 8:00 AM to 7:00 PM, Friday; 8:00 AM to 6:00 PM, Saturday; and closed on Sunday. The proximity of this facility to other land uses that may be impacted by the proposed extended hours is negligible and is considered reasonable. 6. All painting must be conducted in an approved paint booth. All paint booths and all other activities of the operation shall thoroughly control the emission of fumes, dust or other particulate matter so that the use shall be in compliance with the state of Minnesota pollution control standards, Minnesota regulation APC 1-15, as amended. All painting operations shall be within certified paint booths and shall comply with State of Minnesota and Building Code regulations. 7. The emission of odor by a use shall be in compliance with and regulated by the state of Minnesota pollution control standards, Minnesota regulation APC 7011, as amended. The emission of odor shall be compliant with State of Minnesota regulations. 8. All flammable materials, including liquids and rags, shall conform with the applicable provisions of the Minnesota uniform fire code. 7 Flammable materials shall be stored and handled in compliance with State of Minnesota regulations. 9. All outside storage is prohibited. The storage of damaged vehicles, vehicles being repaired and vehicle parts and accessory equipment must be completely inside a principal or accessory building. Short term storage of vehicles arriving on site awaiting service and other vehicles awaiting body shop or other mechanical service is permitted. Damaged vehicles awaiting service shall be stored within the secured compound area noted on the site plan. Long term outdoor storage and outdoor auto salvage storage is not allowed on the property. Outside storage of damaged or wrecked vehicles not awaiting repair service is not permitted. The plans indicate that a chain-link fence will be installed with vinyl screening slats. The Zoning Ordinance does not allow slats as screening/security fences 10. All conditions pertaining to a specific site are subject to change when the city council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served by modifying the conditions. Building Exterior Materials Exception. Section 11-17-9 of the Zoning Ordinance requires commercial buildings to meet exterior building materials listed in this section. Exceptions to the requirements is allowed subject to approval of a conditional use permit. The conditional use permit process provides for consideration of unique or specialized architectural design and materials. The Zoning Ordinance standards for commercial buildings require the use of three Grade A materials and at least 65% Grade A materials, not more than 35% Grade B or C materials, and not more than 10% Grade D materials. Apple Auto Group is proposing the use of aluminum composite exterior materials (Grade E), less than 65% Grade A materials, and more than 35% Grade B materials as follows: North Elevation Grade A: 79.8% (Brick and Glass) Grade C: 3.6% (Ornamental Aluminum Horizonal Panels) Grade E: 16.6% (Aluminum Composite Panels) South Elevation 8 Grade B: 90.3% (Exposed Aggregate Concrete Panels) Grade C: 5.9% (Ornamental Aluminum Horizontal Panels) Grade E: 3.8% (Aluminum Composite Panels) West Elevation Grade A: 53.7% (Brick and Glass) Grade B: 28.2% (Exposed Aggregate Concrete Panels) Grade C: 4.9% (Ornamental Aluminum Horizontal Panels) Grade E: 13.2% (Aluminum Composite Panels) East Elevation Grade A: 32.8% (Brick and Glass) Grade B: 49.5% (Exposed Aggregate Concrete Panels) Grade E: 17.7% (Aluminum Composite Panels) Elevation Totals Grade A: 41.6% Grade B: 42.0% Grade C: 3.6% Grade E: 12.8% Exceptions: Exceptions to the provisions of this section may be granted as a conditional use subject to the following criteria: 1. The use is an essential service as defined by this title; or 2. The applicant shall have the burden of demonstrating that: a. The proposed building maintains the quality in design and materials intended by the Zoning Ordinance. Exhibit E (page 2) provides a breakdown of the proposed exterior building materials, including the proposed use of aluminum grey composite metal and decorative silver horizontal ribbed metal panels. The aluminum composite and ribbed aluminum materials represent Ford corporate identity architecture consistent with their modern nationwide building design. b. The proposed building design and materials are compatible and in harmony with other structures within the district. 9 The proposed building design is congruent with the surrounding buildings, which include U-Haul to the west, constructed of pre-cast brick inlay panels, the BTD industrial building to the south, which includes 100% pre-cast concrete panels, and Poquet Auto to the north across Lakeville Boulevard, which consists of masonry block and pre-finished metal exterior materials. c. The justification for deviation from the requirements of this section shall not be based on economic considerations. The applicant has indicated that Ford instructs new dealership buildings to incorporate the use of grey and silver metal panels into the exterior building design. A brief comparison of other national Ford dealership buildings indicates that the proposed balance of Grade E materials is much more extensive on other dealership buildings than what is proposed at this location. The use of auto manufacturer corporate architectural exterior design is consistent with the Belzer Chevrolet/Kia/Dodge Ram dealership on the southwest corner of Cedar Avenue (CSAH 23) and Lakeville Boulevard. The Belzer dealership received conditional use permit approval in 2012 for similar corporate architectural identity with the use of composite metal panels. Building Height. Section 11-72-15 of the Zoning Ordinance allows a maximum building height of 35 feet in the C-2 District. The building is proposed to vary between 20 and 28 feet in height. Building Setbacks. The building setback requirements of the C-2 District are being met with the proposed site plans for Lot 1 as follows: Required Setbacks Lot 1, Block 1 Front Yard (North) - 30 feet Front Yard - 73 feet Side Yards –10 feet (East and West) Side Yards – west 357 ft; east 463 ft Rear Yard (South) – 10 feet Rear Yard – 85 feet Parking. The Apple Auto building will consist of 7,316 square feet of office, 43,713 square feet of mechanical shop area, and 15,426 square feet of truck parts warehouse. The building will require 244 parking spaces; 255 parking spaces are proposed on site in compliance with Zoning Ordinance requirements. The estimated required number of parking spaces is calculated as follows, minus 10% floor area credit as allowed by the Zoning Ordinance: Building Square Footage – 66,445 square feet 10 Office – 7,316 square feet / 200 = 33 spaces Mechanical Shop - 43,713 square feet / 200 = 197 spaces Warehouse/Parts Storage – 15,426 square feet / 1,000 = 14 spaces On-Site Parking (total required) .……244 spaces Parking to be constructed…..……….. 255 spaces Access. Access to Airlake Station Second Addition will primarily be from a full access driveway onto Lakeville Boulevard in the center of the site. A shared driveway with a cross access easement with U-Haul allows traffic between both lots to share this driveway access. Circulation. All parking aisles and parking stalls comply with the required aisle width of 24 feet and parking stall dimensions of 9 feet in width and 20 feet in length. Landscaping/Screening. The landscape plan for Lot 1 (Apple Auto Group) proposes 44 trees and 207 shrubs plus ornamental grasses specified in the table below: Landscape Materials 20 Deciduous trees (2.5 inch min. caliper) 30 Conifer trees (8 foot minimum height) 207 Shrubs and various perennial plants All plant materials shall be set back at least five feet from all property lines, including street right- of-way lines. All landscaped areas within and adjacent to the parking lot shall be irrigated in compliance with the Zoning Ordinance. All areas not planted with trees, shrubs or perennials will be seeded with a grass seed mixture and rock mulch as shown on the landscape plan. A financial security shall be submitted to guarantee installation of the landscaping. Signage. A comprehensive sign plan with sizes, height, and locations has not yet been submitted. Section 11-23-19.E allows a building in the C-2, Highway Commercial District one freestanding sign not to exceed 100 square feet in area and 20 feet in height. Single occupancy commercial buildings exceeding 45,000 square feet in area are allowed one individual wall sign up to 440 square feet in area for one single wall and a second wall sign for buildings on a corner lot not to exceed 200 square feet in area. Secondary wall signage is allowed for such buildings not to exceed 72 square feet per sign and not exceeding 144 square feet in total. A sign permit must be issued by the Planning Department prior to the installation of any signs. Site Lighting. The lighting plan proposes the use of standing LED light fixtures 23 feet tall above the ground. LED wall pack lights will be installed around the perimeter of the building and will be down-cast in design in compliance with Zoning Ordinance requirements. A photometric plan 11 was submitted and reviewed by staff for compliance with maximum allowed light intensity at the property lines. No light intensity greater than one foot-candle at the property line is proposed. Trash and Recycling Enclosure. An eight foot tall trash storage enclosure is proposed to be located to the rear of the building near the south property line. The proposed enclosure is located within the 52.80 foot wide drainage and utility easement parallel to the south property line. An eight inch public watermain is located within the easement. The enclosure is proposed to be constructed of masonry materials consistent with the architecture of the principal building. Mechanical Screening. Rooftop mechanical screening must be located so that it is not visible from the public streets. Any ground mounted mechanical units must be screened with landscaping and/or a maintenance free fence. A final mechanical plan with roof-top units has not yet been provided but must be approved prior to issuance of a building permit. Snow Storage. Snow storage may not take place in required parking spaces. Dakota County Plat Commission. The Dakota County Plat Commission reviewed the preliminary plat at their April 28, 2021 meeting under the provisions of the Dakota County Contiguous Plat Ordinance for access and County Road right-of-way needs and considered the preliminary and final plat acceptable to the needs of Dakota County. A copy of the Dakota County Plat Commission letter dated May 3, 2021 is attached. RECOMMENDATION Planning Department staff recommends approval of the Airlake Station Second Addition preliminary and final plat, conditional use permit, and interim use permit subject to the following stipulations: 1. Implementation of the recommendations listed in the June 25, 2021 engineering report. 2. The site and building shall be developed in compliance with the plans approved by the City Council and Zoning Ordinance requirements. 3. Parking of vehicles for sale, lease or storage shall not occur within drive aisles and driveways. Long term outdoor storage and outdoor auto salvage storage is not allowed on the property. Outside storage of damaged or wrecked vehicles not awaiting repair service is not permitted. 12 4. A fence permit shall be issued prior to installation of any fencing on site. Vinyl slats shall not be installed on the chain-link fence. 5. A $30,000 financial security shall be submitted to guarantee installation and completion of the approved landscaping for Lot 1, Block 1 and for the storm water and infiltration basins and drainage ways at the time of final plat approval. The evergreen trees shall be a minimum of eight feet tall in accordance with Zoning Ordinance requirements. All landscaped areas within and adjacent to the building and parking lot shall be irrigated. Trees and shrubs shall not be planted in road right- of-way. 6. Hours of operation of the major auto repair service shall not exceed the following unless approved by amendment to the conditional use permit: Monday - Thursday: 8:00 AM to 9:00 PM Friday - 8:00 AM to 7:00 PM Saturday - 8:00 AM to 6:00 PM Sunday - Closed 7. A mechanical plan with roof-top units must be approved prior to issuance of a building permit. 8. All signs shall comply with the Zoning Ordinance requirements for the C-2 District. A sign permit shall be issued by the Planning Department prior to the installation of any signs. 9. Snow storage shall not take place in required parking spaces. 10. Site lighting shall not exceed one-foot candle at the property line adjacent to public right-of-way. All exterior light fixtures shall be down-cast design so as not to glare onto public right-of-way. 11. The major auto repair use shall comply with State of Minnesota regulations. ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! C-2 C-2 I-2 I-2 I-2 I-2 P/OS P/OS P/OSRM-2 P/OSRS-3 RS-3 RSMH P/OS RST-2 P/OS RS-4 C-2 GEMINITRL BRUTUS DRGLADEAVEGOODHUEWAY SHAKESPEARE B L V D MACBETH CI R LAKEVILLE B L V D GATEWAY DRJULIE T DR 210TH ST W HAM LETCIRCAESAR STCLEOPATR A DR215TH ST W RO M E O D R CEDAR AVEA NTHONY D R LAKEVILLE B L V D AIRLAKE STATION SECOND ADDITION ZONING MAP ¹LAKEVILLEFARMINGTONEXHIBIT A EXHIBIT B EXHIBIT C SHARED PRIVATE DRIVE 955 960 960 954 956 956 956 957 957 957 958 958958 959 959959 961 961 945950955 9 6 0 943 944 946 947 948949951952953 9 5 4 9569 5 7 9 5 8 9 5 9 961 955 956 957 960 960956 956 957 957 958 958 959 959 955 960 953 954 956 957 958 959 961 945 950 950 955 955 960 960 944 94694794 8 94 9 951 951 952 952 953 953 954 954 956 956 957 957 958 958 959 959 945950950943944946947948948949949951951952952950 950 948 949 949 951 951 952 952955960956957958959961962963961962960 957 958 959 L O T 1 B L O C K 1 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\3 Design\CAD\Exhibits\PRELIMINARY PLAT.dwg May 19, 2021 - 1:45pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORPRELIMINARYPLATPP201APPLE AUTO -LAKEVILLELINDAHLARCHITECTSLAKEVILLEMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.5/17/202153113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500005/19/2021AS SHOWNACLACLBMWNORTH LEGEND PROPERTY LINE EXISTING LEGAL DESCRIPTION OUTLOT A, AIRLAKE STATION FIRST ADDITION, DAKOTA COUNTY, MINNESOTA OWNER/SUBDIVIDER: AIRLAKE DEVELOPMENT, INC. 800 LASALLE AVENUE, SUITE 1610 MINNEAPOLIS, MN 55402 (612) 564-4070 ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN WURDEMAN, PE #53113 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 SURVEYOR: EGAN, FIELD & NOWAK, INC. 1229 TYLER STREET NE, SUITE 100 MINNEAPOLIS, MN 55413 CHRISTOPHER TERWEDO TELEPHONE (612) 466-3368 PROPERTY SUMMARY ACRES LOT 1 BLOCK 1 10.31 AC EXISTING CONTOUR PROPOSED EASEMENT EXISTING EASEMENT 955955 960 960 960 960 956 956 956956 956 957 957 957957 957 958958 958 958 958 959 959 959 959 961 961 955 960 96 0 960960 953 954 956 9 5 6 957 9 5 7 958 95895895 8 959 959961 961 950 955 955 960 960 951 951 952 952 952 952 953 953 954 954 956 956 957 957 958 958 959 959 945 950950 950 95 0 9 5 5 955946 947 948 94 9 951 951 951 95 1 952 952 952 95 2 953 95 3 954 95 4 956 956957 957958 958945950 950950 950 9509429439449469479 4 8 948948 948948 948 948949 949949 949 949951 951951951 952 952952952 953953950955955948949951952953954 945 950 950 944 946 947 948 948 949 949 951 951 952952 960960 960 960 956 956 957 957 957 958 958 958 959 959 959 961 961 961 961 962 962 950945 9 4 8 952 9 5 4 1.96%1.95%0.37%4.68%2.04%4.65%3.68%0. 6 6 %17.82% 29.14%4.18%4.30%29.65%18.69%27.67%3.21%2.43%C D E F F F F F F EXISTING STORMWATER MANAGEMENT AREA LAKEVILLE B O U L E V A R D SHARED PRIVATE DRIVE PROTECT EXISTING STORMWATER MANAGEMENT AREA FUTURE BUILDING PAD EXISTING WATERMAIN EXISTING WATERMAIN EXISTING WATER SERVICE STUB REMOVE EXISTING WATER SERVICE STUB REMOVE EXISTING WATER SERVICE STUB REMOVE EXISTING WATER SERVICE STUB PROTECT EXISTING WATER SERVICE STUB EXISTING STORM SEWER EXISTING STORM SEWER EXISTING STORM SEWER EXISTING STORM SEWER EXISTING STORM SEWER EXISTING COMMUNICATIONS LINE A A A A A A B B B B B E E A AB B TEMPORARY DRAINAGE AND UTILITY EASEMENT TEMPORARY DRAINAGE AND UTILITY EASEMENT TEMPORARY DRAINAGE AND UTILITY EASEMENT TEMPORARY DRAINAGE AND UTILITY EASEMENT REMOVE EXISTING SANITARY SERVICE STUB EXISTING SANITARY SERVICE STUB REMOVE EXISTING SANITARY SERVICE STUB EXISTING WATER SERVICE STUB F EXISTING WATERMAIN TEMPORARY SEDIMENT BASIN VOLUME PROVIDED: 28,000 CF 4' DEEP BASIN OUTLET G G G G G G G REMOVE EXISTING STORM PIPE AND FLARED END SECTION REMOVE EXISTING SANITARY MHREMOVE EXISTING SANITARY PIPE B B B This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\3 Design\CAD\PlanSheets\C3-EROS PH1 PLAN.dwg May 19, 2021 - 1:45pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 1C300APPLE AUTO -LAKEVILLELINDAHLARCHITECTSLAKEVILLEMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.5/17/202153113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500005/19/2021AS SHOWNACLACLBMWNORTH EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF LAKEVILLE GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE LEGEND KEYNOTE LEGEND LIMITS OF DISTURBANCE SILT FENCE ROCK CONSTRUCTION ENTRANCE SWPPP SIGN BIO-ROLL INLET PROTECTION CHECK DAM A B C D E F G BIOROLL CHECK DAM C D E F F F F F F F PROTECT EXISTING STORMWATER MANAGEMENT AREA PROTECT EXISTING STORMWATER MANAGEMENT AREA EXISTING WATERMAIN EXISTING WATERMAIN EXISTING SANITARY SEWER EXISTING WATER SERVICE STUB EXISTING WATERMAIN EXISTING STORM SEWER EXISTING STORM SEWER EXISTING STORM SEWER EXISTING STORM SEWER EXISTING STORM SEWER EXISTING COMMUNICATIONS LINE LAKEVILLE B O U L E V A R D SHARED PRIVATE DRIVE PROPOSED APPLE AUTO ±58,550 SF FFE: 960.00 A A A A A A B B B B B E 955955953953954954956956956956957957958958959959960 959 961 955 960960 953954 956957958959959 955 952953954 956957958 9559539549569579 5 8 9 5 9 960960 960 958 959 961 1.49%1.35% 1.79% 3.27% 3.3 7 % 2.85% 0.00 % 4.37%5.95%6.95%1.56%0.83%1.33 % 1.44% 2. 2 3 %5.33%1.47%2.08 % E E A AB B 945950 950950 950942943944946947948 948948 948949 949949 949951 951951951 952 952952952 950 950 955 955 960 960 948 949 951951 951 951 952 952 952 952 953 953 954 954 956 956 957 957 958 958 959 959 955 960 9 6 0 952952 953 954 956 9 5 6 957 9 5 7 958 9 5 8 959 9 5 9 961 9 6 1 955 960 96 0 952 952 953 953 954 956 957 958 959 959 955 955 955 960 953 953 954 954 956 956 956 957 957 957 958 959 961 961 960960 957957 958958 959959 961961 960 956 957 958 959 956 956 957 958 959 957 957 958 959 955 95 3 953 9 5 3 954 950 9 4 8 949951 952 953 954 945950 950943944946946 946947 947948 948949 949951 951F F F F F F E E F EXISTING WATER SERVICE STUB 3.93%4.99%2.34% 2.96%2.55%1.66%1.40%1.36%1.72%FF B B B 9 6 0 960959 959961 961This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\3 Design\CAD\PlanSheets\C3-EROS PH2 PLAN.dwg May 19, 2021 - 1:45pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301APPLE AUTO -LAKEVILLELINDAHLARCHITECTSLAKEVILLEMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.5/17/202153113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500005/19/2021AS SHOWNACLACLBMWNORTH EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE AND INSTALL STRIPING. 7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET TEMPORARY SEEDING KEYNOTE LEGEND LIMITS OF DISTURBANCE SILT FENCE ROCK CONSTRUCTION ENTRANCE SWPPP SIGN BIO-ROLL INLET PROTECTION A B C D E F LAKEVILLE B O U L E V A R D SHARED PRIVATE DRIVE EXISTING STORMWATER MANAGEMENT AREA PROPOSED APPLE AUTO ±58,550 SF FFE: 961.50 A PROPERTY LINE 5' PARKING SETBACK 10' BUILDING SETBACK PROPERTY LINE 5' PARKING SETBACK 10' BUILDING SETBACK PROPERTY LINE 5' PARKING SETBACK 30' BUILDING SETBACK PROPERTY LINE 10' PARKING SETBACK 5' PARKING SETBACK EXISTING STORMWATER MANAGEMENT AREA TEMPORARY DRAINAGE AND UTILITY EASEMENT TEMPORARY DRAINAGE AND UTILITY EASEMENT TEMPORARY DRAINAGE AND UTILITY EASEMENT TEMPORARY DRAINAGE AND UTILITY EASEMENT MAXIMUM 4.5' HIGH RETAINING WALL. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ENGINEER'S REVIEW PRIOR TO CONSTRUCTION A A BB B BBBB C C DD DE E E E F F FG G G G G G G G G G G G G G H H H H H H H H H H H H H H H H H H H H HHHH H H H I I I J J J J J J J J J J J J J J J J J J J J J JJJJ K L L L L L L LL L L L M N N N N N N N N N N N P P P P P P PP P P P P P P P TRUCK DISPLAY TRUCK DISPLAY TRUCK DISPLAY TRUCK DISPLAY CUSTOMER PARKING CUSTOMER PARKING INVENTORY STORAGE SECURED STORAGEDELIVERYSECURED PARKING 24.0'9.0'18.0'30.0'18.0'9.0' 9.0'20.0'20.0'9.0'24.0'9.0'18.0'20.0'24.0'9.0'18.0'10.0'19.0'30.0'20.0'10.0'20.0'10.0' 30.0'30.0'10.0'20.0' 1 0 . 0 '10.0'1 0 . 0 ' 1 0 . 0 '10.0'10.0'1 0 . 0 '10.0'PREPARED FORSITE PLANC400APPLE AUTO -LAKEVILLELINDAHLARCHITECTSLAKEVILLEMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.5/17/202153113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500005/19/2021AS SHOWNACLACLBMWBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 448,892 SF (10.31 AC) BUILDING AREA 66,455 SF (14.80% OF TOTAL PROPERTY AREA) OFFICE SPACE 7,316 SF MECHANICAL SHOP 43,713 SF PARTS WAREHOUSE 15,426 SF PARKING REQUIRED PARKING 1 SPACE PER 200 SF OF SHOWROOM/OFFICE/ MECHANIC SHOP NET FLOOR AREA PROPOSED PARKING 255 SPACES TOTAL @ 3.84 RATIO EMPLOYEE/CUSTOMER PARKING 38 SPACES ADA STALLS REQ'D / PROVIDED (FUNCTION OF EMPLOYEE/CUSTOMER SPACES) 2 STALLS / 4 STALLS PROPERTY SUMMARY APPLE AUTO - LAKEVILLE TOTAL PROPERTY AREA 448,892 SF (10.31 AC) PROPOSED IMPERVIOUS AREA 297,030 SF (6.88 AC) PROPOSED PERVIOUS AREA 151,862 SF (3.43 AC) TOTAL DISTURBED AREA 339,937 SF (7.80 AC) ZONING SUMMARY EXISTING ZONING HIGHWAY COMMERCIAL DISTRICT (C-2) PROPOSED ZONING HIGHWAY COMMERCIAL DISTRICT (C-2) PARKING SETBACKS SIDE/REAR = 5' ROAD = 15' BUILDING SETBACKS FRONT = 30' SIDE = 10' REAR = 10' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT EXISTING STORMWATER MANAGEMENT AREA LEGEND KEYNOTE LEGEND CONCRETE SIDEWALK MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN ACCESSIBLE PAVEMENT MARKINGS AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT B612 CURB & GUTTER, TYP. STOP SIGN AND PAINTED STOP BAR 4" WHITE PARKING STALL STRIPING (TYP.) TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS) CHAINLINK FENCE WITH VINYL SLATES (SEE ARCHITECTURAL PLANS FOR DETAILS) PYLON SIGN TRAFFIC FLOW PAVEMENT MARKINGS, TYP. DEPRESSED CURB OPENING LIGHT POLES, TYP. (SEE ARCHITECTURAL PLANS FOR DETAILS) A B C D E F G H I J K L M N O P This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg May 19, 2021 - 1:45pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE <10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EFN, DATED 10/05/2020. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.TOTAL LAND AREA IS 10.31 ACRES. 9.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16.ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18'> IN LENGTH UNLESS OTHERWISE INDICATED. NORTH RETAINING WALL PROPOSED GRAVEL LAKEVILLE B O U L E V A R D SHARED PRIVATE DRIVE EXISTING STORMWATER MANAGEMENT AREA FILTRATION BASIN 2 BASIN BOTTOM: 954.00 10-YR HWL: 956.16 100-YR HWL: 957.59 FILTRATION/PERFORATED PIPE IE: 951.50 FILTRATION VOLUME: 31,681 CF EXISTING STORMWATER MANAGEMENT AREA FILTRATION BASIN 3 BASIN BOTTOM: 947.00 10-YR HWL: 949.17 100-YR HWL: 950.84 FILTRATION/PERFORATED PIPE IE: 944.50 FILTRATION VOLUME: 33,338 CF PROPOSED APPLE AUTO ±58,550 SF FFE: 961.50 D955 960 960 954 956 956 956 957 957 957 958 958958 959 959959 961 961 945950955 9 6 0 943 944 946 947 948949951952953 9 5 4 9569 5 7 9 5 8 9 5 9 961 955 956 957 960 960956 956 957 957 958 958 959 959 955 960 953 954 956 957 958 959 961 945 950 950 955 955 960 960 944 94694794 8 94 9 951 951 952 952 953 953 954 954 956 956 957 957 958 958 959 959 945950950943944946947948948949949951951952952950 950 948 949 949 951 951 952 952955960956957958959961962963961962960 957 958 959 955 960 956 957 958 95 9 959 959 961962963 960960 960 957 958 959 959 959 961 955 960 953 954 956 957 958 959 950 955 949951952 953954956957958 955 951 952 953 954 956 957 958961960 957 958 959959 959 955 956 957 9559609609609539549569579589599619 5 1 952 953955953954956956956957958959955960954956957957957958959961960961 5.37%5.69%4.94% 2.76% 1. 9 7% 4.42% 2.75% 2.90% 2.97% 3.26 % 3.94% 6.68% 2.59% 2. 4 7%2.05%1.54%2.63%1.76% 1.46% 1.13%1.28%1.18%1.74%1.45%1.44%1.33%1.19% 1.63%1.20%1.61%1.67 %1.57%1.29%1.45%15.98%3:14:13:13:13:17:17:1ME:948.93 TW:956.92 TW:955.89 TW:958.52 TW:958.51 BW:955.80 BW:954.91 BW:954.00 BW:955.72 GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.)GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) D 4.35 % 4 . 6 6%5.41%0.93%1.98%1.39%4.11%1.13%4.51% 4.3 2 % 123 LF - 15" SD @ 0.70%168 LF - 18" SD @ 0.70% 138 LF - 24" SD @ 0.70% 25 LF - 24" SD @ 0.70% 40 LF - 24" SD @ 0.70% 182 LF - 24" SD @ 0.70% 144 LF - 30" SD @ 0.70% 60 LF - 15" SD @ 2.00% 61 LF - 15" SD @ 2.00% 38 LF - 15" SD @ 2.00% 152 LF - 24" SD @ 0.70% 84 LF - 15" SD @ 0.35% 159 LF - 15" SD @ 0.35% ME:950.46 ME:956.29 ME:955.59 ME:958.78 ME:961.18ME:961.25ME:961.33ME:961.86 ME:963.09 ME:957.59 960.52 960.52 960.50 960.95 961.00 961.02 1.15 % 961.23 960.96 961.46 960.96 961.46 960.62 960.64 960.66 960.68 961.14 959.87 959.87 961.50 961.50 961.50 961.50 961.50 961.50 961.50 961.50 961.50 961.50 961.50 961.50 961.50 961.50 961.50961.50 961.26 T/G:960.93 T/G:960.93 T/G:961.40 T/G:961.41 G:961.30G:961.00 G:961.48G:960.97 G:960.74 G:960.79 G:961.28 G:960.71 G:960.23 G:960.73G:961.59 G:961.64 G:960.38 G:958.70 G:958.24 G:958.07 G:959.86 G:959.99 G:959.77 G:959.77 G:960.43 G:960.56 G:960.04 G:960.11 G:959.79 G:960.18 G:960.30 G:960.76 G:959.90 G:960.48 G:958.74 G:959.37 G:958.52 G:958.67 G:958.72 G:958.89 G:958.46 G:956.81 G:957.69 G:959.52 G:959.86 G:961.00 G:960.85 G:960.73 G:959.84 G:959.78 G:959.77 G:960.02 G:959.24 ST-7 RE:959.93 IE:949.27 SW IE:953.24 N IE:949.27 EST-4 RE:959.58 IE:951.75 W IE:952.80 N IE:951.75 E ST-6 RE:958.50 IE:949.55 W IE:949.55 NE ST-2 RE:957.78 IE:952.92 W IE:952.92 E ST-1 RE:957.78 IE:953.78 E ST-8 RE:955.48 IE:948.00 W IE:948.00 E ST-14 IE:954.00 S ST-15 IE:954.00 S ST-17 IE:954.00 S ST-9 IE:947.00 W ST-26 RE:960.04 IE:950.61 W IE:950.61 E ST-25 RE:959.71 IE:952.78 N IE:950.79 W IE:950.79 E ST-24 IE:953.90 E ST-23 RE:957.70 IE:954.19 E IE:954.19 W ST-22 RE:958.00 IE:954.75 W This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg May 19, 2021 - 1:46pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC500APPLE AUTO -LAKEVILLELINDAHLARCHITECTSLAKEVILLEMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.5/17/202153113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500005/19/2021AS SHOWNACLACLBMWNORTH GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION G:0.00 T:0.00 T/G:0.0 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D LAKEVILLE B O U L E V A R D SHAREDPRIVATE DRIVE EXISTING STORMWATER MANAGEMENT AREA EXISTING STORMWATER MANAGEMENT AREAPROPOSED APPLE AUTO ±58,550 SF FFE: 960.00 TEMPORARY DRAINAGE AND UTILITY EASEMENT TEMPORARY DRAINAGE AND UTILITY EASEMENT TEMPORARY DRAINAGE AND UTILITY EASEMENT TEMPORARY DRAINAGE AND UTILITY EASEMENT SS-3 IE:953.00 S SS-4 IE:952.80 N IE:947.60 S 10 LF - 8" PVC @ 2.00% CONTRACTOR SHALL COORDINATE TELECOM CONNECTION WITH TELECOM PROVIDER. ELECTRICAL SERVICE GAS SERVICE COMM SERVICE 8" WATER SERVICE CONTRACTOR SHALL COORDINATE GAS CONNECTION WITH GAS PROVIDER. CONTRACTOR SHALL COORDINATE ELECTRICAL CONNECTION WITH ELECTRIC PROVIDER. CONNECT TO EXISTING WATERMAIN STUB. CONNECT TO EXISTING 8" WATERMAIN STUB PROPOSED HYDRANT 6" WATERMAIN HYDRANT LEAD REBUILD EXISTING SANITARY MANHOLE RE: 959.00 REBUILD EXISTING SANITARY MANHOLE RE: 958.58 CONNECT TO EXISTING STUB PROPOSED HYDRANT 6" WATERMAIN HYDRANT LEAD CONNECT TO EXISTING STUB This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg May 19, 2021 - 1:46pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC600APPLE AUTO -LAKEVILLELINDAHLARCHITECTSLAKEVILLEMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.BRIAN M. WURDEMAN, P.E.5/17/202153113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500005/19/2021AS SHOWNACLACLBMWUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF LAKEVILLE AND/OR STATE OF MINNESOTA WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) FENCING - SEE ARCH PLANS SITE LIGHTING - SEE ARCH/ELECTRICAL PLANS SEED WITH MNDOT 25-131 SEED MIX WITH EROSION CONTROL BLANKETS SECURED IN PLACE A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) A B C D DL A K E V I L L E B O U L E V A R D 2 - KCY 2 - KCY 2 - KCY B A C C 17 - KFG 10 - BLC 21 - KFG 8 - KFG 11 - DBH 22 - KFG 13 - DBH 6 - DBH EXISTING STORMWATER BASIN DUMPSTER ENCLOSURE - SEE ARCH PLANS EXISTING STORMWATER BASIN FENCE - SEE ARCH PLANS 25-131 1 - BOL 15 - GLS 15 - GLS 15 - GLS 1 - BOL 15 - GLS 1 - SBH 15 - GLS 15 - GLS 1 - SBH 13 - GLS 15 - GLS 2 - BOL 1 - SSC 1 - SBH C C 10 - KFG 25 - FAS 3 - BBH 12 - KFG 25 - FAS 3 - BBH 11 - AFS 2 - SSC 22 - SDO 12 - WLC 22 - AFS 17 - SDO 3 - BLC 3 - SGJ 2 - SSC 3 - KFG 3 - BHS 6 - WHP 5 - BHS 1 - BOL 1 - BOL 1 - BOL C C A 1 - SSC 11 - AFS 6 - GOJ 10 - WLC D D DD C 2 - SBHB 2 - SBH 2 - SBH 10 - BLC 10 - BLC 12 - DBH 1 - BOL 1 - SBH C C C C CCC RETAINING WALL - SEE CIVIL PLANS SIGN - SEE ARCH PLANS C A 25-131 25-131 D 5 - BLC 10 - KFG C C C C C D PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING AFS 44 SEDUM X `AUTUMN FIRE`AUTUMN FIRE SEDUM #1 CONT 18" O.C. BBH 6 HOSTA `BLUEBERRY MUFFIN`BLUEBERRY MUFFIN HOSTA #1 CONT 36" OC FAS 50 ASTILBE X ARENDSII `FANAL`FANAL ASTILBE #1 CONT 15" OC KFG 103 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 30" OC SDO 39 HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY #1 CONT 18" O.C. WLC 22 NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT #1 CONT 30" OC CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL BHS 8 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B WHP 6 PINUS STROBUS WHITE PINE B & B ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SSC 6 MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLE B & B 2" CAL. OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL BOL 8 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. KCY 6 GYMNOCLADUS DIOICA `ESPRESSO`ESPRESSO KENTUCKY COFFEETREE B & B 2.5" CAL. SBH 10 GLEDITSIA TRIACANTHOS VAR. INERMIS `SUNCOLE`SUNBURST HONEYLOCUST B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING GOJ 6 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. SGJ 3 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.4` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING BLC 38 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT.4` O.C. DBH 42 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. GLS 118 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. PLANT SCHEDULE SEEDING KEYNOTES SEED WITH MNDOT 25-131: LOW MAINTENANCE TURF SEED MIX (TYP.)25-131 22-112 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2021 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Lindahl Architects\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg May 19, 2021 - 1:46pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL100APPLE AUTO -LAKEVILLELINDAHLARCHITECTSLAKEVILLEMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS, PLA5/19/202156522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16029500005/19/2021AS SHOWNPWBPWBMGCNORTH LANDSCAPE SUMMARY REQUIRED LANDSCAPING SHALL INCLUDE PERIMETER, OFF STREET PARKING LANDSCAPING, AND INTERIOR LANDSCAPE PLANTINGS. OFF STREET PARKING AREAS A CONTINUOUS OPAQUE BARRIER WITH A MAX. HEIGHT OF 36" SHALL BE PROVIDED ALONG THE PERIMETER ABUTTING PUBLIC RIGHT OF WAY THAT CONSISTS OF PLANTINGS, HEDGES, DECORATIVE OR ORNAMENTAL FENCES, WALLS OR EARTH BERMS, OR ANY COMBINATION THEREOF. EXHIBIT D APPLE AUTOS COMMERCIAL TRUCK SERVICE & APPLE COLLISION May 28, 2021LAKEVILLE ,MNA IMAGE OF COMMERCIAL TRUCK SERVICEIMAGE OF APPLE COLLISION & GLASSIMAGE OF COMMERCIAL TRUCK SERVICESTREET VIEW FROM THE EASTEXHIBIT E APPLE AUTOS COMMERCIAL TRUCK SERVICE & APPLE COLLISION June 22, 2021 LAKEVILLE ,MN 01A NORTH ELEVATION 1/16" = 1'-0" A 1 SOUTH ELEVATION 1/16" = 1'-0" B 1 WEST ELEVATION 1/16" = 1'-0" C 1 EAST ELEVATION 1/16" = 1'-0" D 1 EXTERIOR FINISH MATERIALS EXPOSED AGGREGATE PRECAST CONCRETE PANEL SILVER CORRUGATED METAL PANEL (HORIZ) FACE BRICK ALUMINUM COMPOSITE METAL PANEL (GREY) ANODIZED ALUMINUM CURTAINWALL INSULATED SECTIONAL OVERHEAD DOOR W/ VISION LITES EXPOSED PRECAST CONCRETE PANEL ALUMINUM COMPOSITE METAL PANEL (ACM) INSULATED METAL OVERHEAD DOOR PRE-FINISHED METAL PANEL (HORIZ RIBBED) PREFINISHED METAL PANEL (HORIZ. RIBBED) ALUMINUM COMPOSITE METAL PANEL CLEAR ANODIZED ALUM. WDW FRAME EXPOSED AGGREGATE PRECAST CONC PANEL CLEAR ANODIZED ALUM. CURTAIN WALL FACE BRICK ALUMINUM COMPOSITE METAL PANEL STEEL PIPE BOLLARDS (PAINTED) HOLLOW METAL DOOR (PAINTED) ALUMINUM COMPOSITE METAL PANEL FACE BRICK ALUMINUM COMPOSITE METAL PANEL (ACM) FACE BRICK CLEAR ANODIZED ALUM. CURTAIN WALL FACE BRICKHOLLOW METAL DOOR (PAINT) INSULATED METAL OVERHEAD DOOR WALL MOUNTED SIGNAGE ALUMINUM COMPOSITE METAL PANEL (ACM) CLEAR ANDOZIED ALUM. WDW FRAME FULL VISION OVERHEAD DR FACE BRICK HOLLOW METAL DOOR (PAINT)FACE BRICK PRE-FINISHED METAL PANEL (HORIZ. RIBBED) CLEAR ANODIZED ALUM. CURTAIN WALL ALUMINUM COMPOSITE METAL PANEL (ACM) WALL MOUNTED SIGNAGE EXPOSED PRECAST CONCRETE PANEL NORTH ELEVATION MATERIALS GRADE A: 79.8% (BRICK & GLASS) GRADE B:00.0% (PRECAST) GRADE C: 3.6% (PRE-FIN. METAL) GRADE E:16.6% (ACM) SOUTH ELEVATION MATERIALS GRADE A: 00.0% (BRICK) GRADE B:90.3% (PRECAST) GRADE C: 5.9% (PRE-FIN. METAL) GRADE E: 3.8% (ACM) WEST ELEVATION MATERIALS GRADE A: 53.7% (BRICK & GLASS) GRADE B:28.2% (PRECAST) GRADE C: 4.9% (PRE-FIN. METAL) GRADE E:13.2% (ACM) EAST ELEVATION MATERIALS GRADE A: 32.8% (BRICK & GLASS) GRADE B:49.5% (PRECAST) GRADE C: 0.0% (PRE-FIN. METAL) GRADE E:17.7% (ACM) ANMAIN LEVELELEV: 100'-0"T.O. PRECASTELEV: 128'-0"T.O. CANOPYELEV: 128'-0"T.O. OPNG.ELEV: 108'-0"171/16" = 1'-0"EAST EXTERIOR ELEVATION8144114B.7D.5T.O. FRAMEELEV: 120'-0"JA.84813T.O. OPNG.ELEV: 114'-0"212121141411615T.O. PRECASTELEV: 124'-0"14221617MAIN LEVELELEV: 100'-0"181/16" = 1'-0"SOUTH EXTERIOR ELEVATIONT.O. OPNG.ELEV: 107'-0"T.O. FRAMEELEV: 120'-0"T.O. OPNG.ELEV: 112'-0"T.O. OPNG.ELEV: 108'-0"T.O. PRECASTELEV: 128'-0"T.O. CANOPYELEV: 128'-0"B.O. CANOPYELEV: 116'-0"T.O. PRECASTELEV: 124'-0"88888164441461113711771171171212121231271171111151212127114198217142.22.83.54.35.37.688.38.68.99.110.211.1122121111131449.32121T.O. PRECASTELEV: 124'-0"NMLJHFDB.6BA191/16" = 1'-0"EAST EXTERIOR ELEVATIONMAIN LEVELELEV: 100'-0"T.O. FRAMEELEV: 120'-0"T.O. PRECASTELEV: 128'-0"T.O. OPNG.ELEV: 110'-0"888841114T.O. OPNG.ELEV: 114'-0"T.O. SILLELEV: 102'-8"T.O. PRECASTELEV: 120'-0"T.O. PRECASTELEV: 128'-0"1915152111712121277711111121T.O. OPNG.ELEV: 112'-0"2144313131311211.11098765432KEY NOTES:201/16" = 1'-0"NORTH EXTERIOR ELEVATIONT.O. FRAMEELEV: 120'-0"T.O. PRECASTELEV: 128'-0"MAIN LEVELELEV: 100'-0"1.FACE BRICK VENEER MASONRY UNIT2.CLEAR ANODIZED ALUMINUM CURTAIN WALL SYSTEM W/ 1" INSULATEDLOW-E GLAZING3.INSULATED SECTIONAL O.H. DOOR W./ STL. INSUL. PANELS4.PRECAST CONCRETE WALL PANEL, EXPOSED AGGREGATE WITHIMPRINTED ACCENT JOINTS.5.SECTIONAL WASH BAY DOOR, WITH POLYCARBONATE VISION PANELS6.INSULATED SECTIONAL O.H. DOOR W./ FULL VISION PANELS7.INSULATED SECTIONAL O.H. DOOR W/ VISION LITES8.PRE-FINISHED METAL CAP FLASHING - COLOR TO MATCH WALL9.24" ILLUMINATED CHANNEL LETTERSET (BY OTHERS)10.24" ALUM. CHANNEL LETTERSET - BY OTHERS11.6" DIA. STEEL PIPE BOLLARD FILLED W/ CONCRETE. PAINT12.HOLLOW METAL DOOR AND FRAME. PAINT TO MATCH13.HORIZONTAL CORRUGATED METAL PANEL SYSTEM - SILVER14.ACM ; ALUMINUM COMPOSITE MT'L PANEL (DRY JT.) - GREY15.CLEAR ANODIZED ALUMINUM DOOR/WINDOW FRAME W/ 1" INSULATEDLOW-E GLAZING16.CLEAR ANODIZED ALUMINUM BREAK METAL CLADDING @ FURRED JAMB17.VERTICAL CONTROL JOINT - SEE STRUCTURAL18.WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS19.HORIZONTAL PRE-CAST PANEL REVEAL20.STEEL LADDER - PAINT21.DASHED LINE REPRESENTS ROOF DRAINAGE SLOPE - 1/4" PER FT. (TYP.)22.FIRE DEPARTMENT CONNECTION (FDC)23.INTAKE LOUVER - SEE MECHANICAL24.ELECTRICAL METERS - SEE ELECTRICAL25.GAS METER - SEE MECHANICAL26.FIRE SYSTEM ALARM STROBE AND HORN - VERIFY LOCATION27.EXTERIOR EMERGENCY LIGHT - SEE ELEC.28.ADDRESS NUMBER, 12" HIGH BLACK VINYL29.MECHANICAL LOUVER - SEE MECHANICAL30.CLEAR ANODIZED ALUMINUM STOREFRONT W/ 1" INSULATED LOW-EGLAZING31.PREFINISHED ROOF TOP WALL SCREEN32.PREFINISHED BREAK METAL FLASHING PANEL OVER FURRED JAMB -RETURN TO GLAZING - COLOR TO MATCH (TYP.)33.810114115151112889131T.O. CANOPYELEV: 128'-0"B.O. CANOPYELEV: 120'-0"11519161712152141414UPPER LVL.ELEV: 112'-0"T.O. OPNG.ELEV: 112'-0"T.O. OPNG.ELEV: 108'-0"T.O. CMUELEV: 104'-0"141414313131313121211630166161111151515151515158141515114EXPOSED AGGREGATE PRE-CASTCONCRETE WALL PANELCHELSEA GREYFABCONMATERIAL:COLOR:MANUFACTURER:13ACM-1ALUMINUM COMPOSITE PANEL(DRY JT.)SILVER METALLICREYNOBOND OR EQUALMATERIAL:FINISH:MANUFACTURER:8MRP-1PRE-FINISHED METAL RIBBED PANEL;24 GAUGE STEEL; 11.356” WIDE X1 3/8” H.; CONCEALED FASTENERSSLATE GRAYPAC-CLAD OR EQUALMATERIAL:COLOR:MANUFACTURER:3INSULATED SECTIONALOVERHEAD DOOR W/ FULLVISION PANELPRE-FINISHED STEEL; 22GAUGE; STANDARD COLOR1 INCH INSULATED CLEAR(TEMPERED) AT FULL VISIONOVERHEAD DOOR COMPANYOR EQUALMATERIAL:FINISH:GLASS:MANUFACTURERS2MATERIAL:FINISH:GLASS:MANUFACTURERS:GLASS:ALUMINUM CURTAIN WALL SYSTEMW/ INSULATED GLASS; 2 ¼” WIDEMULLIONSCLEAR ANODIZED ALUMINUMSOLARBAN 70XL SOLAR SONTROLLOW-E; CLEARKAWNEER OR EQUALPPG GLASS OR EQUAL16ALUMINUM FULL VISIONSECTIONAL OVERHEAD DOORCLEAR ANODIZED ALUMINUM1 " INSUL. CLEAR (TEMPERED)OVERHEAD DOOR COMPANYOR EQUALMATERIAL:FINISH:GLASS:MANUFACTURER:1( KEY NOTE NOTE # )EXTERIOR COLOR/MATERIAL PALLETTE19131151515151515EXTERIOR MATERIAL GRADE PERCENTAGE27,039 S.F. (OVERHEAD DOORS EXCLUDED)15,449 S.F. (57.1%)3,325 S.F.8,216 S.F.3,908 S.F.10,685 S.F. (39.5%)10,685 S.F.560 S.F. (2.1%)560 S.F.TOTAL EXTERIOR WALL AREA:GRADE A MATERIALS:GLASS:FACE BRICK:ALUM COMPOSITE MATERIAL:GRADE B MATERIALS:EXPOSED AGGREGATE PRECAST:GRADE C MATERIALS:PRE-FINISHED CORRUGATED PANELS:APPLE AUTO COMMERCIAL COLLISION 21476 GRENADA AVE LAKEVILLE, MINNESOTA 55044PRELIMINARYNOT FOR CONSTRUCTIONDATE:__________5/27/20215/27/2021 11:30:48 AM Z:\Projects\AutoCAD\2020-46 Apple Auto Commercial Collision\Apple Auto Commercial Collision\Sheets\A201 Exterior Elevations.dwg EXTERIORELEVATIONSPRINTED FOR:____________________________INFORMATIONDarwin Lindahl Architects, P.A.e-mail: lindahlarch@gmail.comPROPOSED FACILITY FOR:Drawing:Revisions:No: Revision: Date:Sheet No:Project # :Certification:2020-46THIS DRAWING AND THE INFORMATION THEREIN IS THEPROPERTY OF DARWIN LINDAHL ARCHITECTS, P.A. ITSUSE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE WRITTEN PERMISSION OF DARWINLINDAHL ARCHITECTS, P.A. IS PROHIBITED. ITCONTAINS PROPRIETARY AND CONFIDENTIALINFORMATION OF DARWIN LINDAHL ARCHITECTS, P.A.REPRODUCTION OF THE MATERIAL HEREIN WITHOUTWRITTEN PERMISSION OF DARWIN LINDAHLARCHITECTS, P.A. VIOLATES THE COPYWRITE LAWS OFTHE UNITED STATES AND WILL SUBJECT THEVIOLATORS TO LEGAL PROSECUTION.COPYRIGHT © 2018 BY DARWIN LINDAHL ARCHITECTS, P.A.4124 Quebec Ave. North, Suite 106Minneapolis, Minnesota 55427Ph:763.560.0448 Fax:763.560.0441A201 1STORMWATERMANAGEMENTAREASTORMWATERMANAGEMENTAREAEXISTING BTD INDUSTRIALBUILDING FFE: 950.001" = 40'-0"SITE PLAN4" RED PAINTED STRIPE FIRELANEPROPERTY LINEEASEMENT LINERED PAINTED CURB AT FIRELANECONCRETE SIDEWALK, FEATURE AREA& APRONSSITE LIGHT W/ POLEDIRECTION OF TRAFFICCROSSWALK MARKINGSBUILDING WALL PACK LIGHT FIXTUREEVELECTRIC VEHICLE CHARGINGSTATIONBICYCLE RACKLEGEND:SETBACK LINESHADING INDICATES FUTURE BUILDINGTOTAL:=58,557 SQ. FT.BUILDING AREA:CHAIN LINK FENCETOTAL PARKING SPACES:329BUILDING AREA:LAKEVILLE BOULIVARD WEST(C.S.A.H. NO. 50)PYLONSIGNCOLLISIONTRUCK DISPLAYTRUCK DISPLAYCOMMERCIAL1888SECURED PARKINGCUSTOMER PARKINGCUSTOMER PARKINGSECURED STORAGE236INVENTORY STORAGECHAINLINK FENCEW/ VINYL SLATESGENERATOR296DELIVERYTRUCK DISPLAYUPUPUPNORTH 20'40'080'181810TRASHENCLOSURE19105TRUCK DISPLAY935CHAINLINK FENCEW/ VINYL SLATESCHAINLINK FENCEW/ VINYL SLATESGATE CHAINLINKFENCEW/ VINYLSLATESGATE 99255CARDBOARDBALERGATEGATEGATEGATEAPPLE AUTO COMMERCIAL COLLISION 21476 GRENADA AVE LAKEVILLE, MINNESOTA 55044PRELIMINARYNOT FOR CONSTRUCTIONDATE:__________4/1/20214/1/2021 2:47:51 PM Z:\Projects\AutoCAD\2020-46 Apple Auto Commercial Collision\Apple Auto Commercial Collision\Sheets\A050 Site Plan.dwg SITE PLANPRINTED FOR:____________________________INFORMATIONDarwin Lindahl Architects, P.A.e-mail: lindahlarch@gmail.comPROPOSED FACILITY FOR:Drawing:Revisions:No: Revision: Date:Sheet No:Project # :Certification:2020-46THIS DRAWING AND THE INFORMATION THEREIN IS THEPROPERTY OF DARWIN LINDAHL ARCHITECTS, P.A. ITSUSE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE WRITTEN PERMISSION OF DARWINLINDAHL ARCHITECTS, P.A. IS PROHIBITED. ITCONTAINS PROPRIETARY AND CONFIDENTIALINFORMATION OF DARWIN LINDAHL ARCHITECTS, P.A.REPRODUCTION OF THE MATERIAL HEREIN WITHOUTWRITTEN PERMISSION OF DARWIN LINDAHLARCHITECTS, P.A. VIOLATES THE COPYWRITE LAWS OFTHE UNITED STATES AND WILL SUBJECT THEVIOLATORS TO LEGAL PROSECUTION.COPYRIGHT © 2018 BY DARWIN LINDAHL ARCHITECTS, P.A.4124 Quebec Ave. North, Suite 106Minneapolis, Minnesota 55427Ph:763.560.0448 Fax:763.560.0441A050 11/16" = 1'-0"OVERALL MAIN LEVEL FLOOR PLANNORTH 8'16'032'MATCH LINEAREA AAREA BAREA AAREA BMATCH LINE UPUPUP13467891012511B.1CD.5JNB.7ABB.3B.6DEFGHJKLMA.5B.2A.811.16782.83.57.65.34.38.38.68.99.19.310.211.122.12.2410'-5"47'-0"25'-4"25'-0"23'-10"28'-1"27'-1112"40'-8"32'-2"31'-5"8"19'-2"181'-4" 200'-6" 17'-1112"12'-3"1'-4"1'-11"17'-1112"25'-112"13'-9"13'-9"13'-9"13'-9"19'-512"13'-812"14'-4"19'-0"342'-0"20'-10"26'-9"26'-9"26'-9"26'-0"24'-11"24'-1"16'-7"23'-10"22'-6"24'-11"16'-1"9'-11"26'-0"26'-1"1'-4"1'-2"1'-2"1'-2"1'-2"1'-5"26'-8"6'-6"25'-2"62'-4"56'-0"19'-0"1'-6"83'-1012"3.94.6APPLE AUTO COMMERCIAL COLLISION 21476 GRENADA AVE LAKEVILLE, MINNESOTA 55044PRELIMINARYNOT FOR CONSTRUCTIONDATE:__________4/23/20214/23/2021 1:46:00 PM Z:\Projects\AutoCAD\2020-46 Apple Auto Commercial Collision\Apple Auto Commercial Collision\Sheets\A111 Overall Main Level Floor Plan.dwg OVERALLMAIN LEVELFLOOR PLANPRINTED FOR:____________________________INFORMATIONDarwin Lindahl Architects, P.A.e-mail: lindahlarch@gmail.comPROPOSED FACILITY FOR:Drawing:Revisions:No: Revision: Date:Sheet No:Project # :Certification:2020-46THIS DRAWING AND THE INFORMATION THEREIN IS THEPROPERTY OF DARWIN LINDAHL ARCHITECTS, P.A. ITSUSE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE WRITTEN PERMISSION OF DARWINLINDAHL ARCHITECTS, P.A. IS PROHIBITED. ITCONTAINS PROPRIETARY AND CONFIDENTIALINFORMATION OF DARWIN LINDAHL ARCHITECTS, P.A.REPRODUCTION OF THE MATERIAL HEREIN WITHOUTWRITTEN PERMISSION OF DARWIN LINDAHLARCHITECTS, P.A. VIOLATES THE COPYWRITE LAWS OFTHE UNITED STATES AND WILL SUBJECT THEVIOLATORS TO LEGAL PROSECUTION.COPYRIGHT © 2018 BY DARWIN LINDAHL ARCHITECTS, P.A.4124 Quebec Ave. North, Suite 106Minneapolis, Minnesota 55427Ph:763.560.0448 Fax:763.560.0441A111 13467891012511B.1CD.5JNB.7ABB.3B.6DEFGHJKLMA.5B.2A.811.16782.83.57.65.34.38.38.68.99.19.310.211.122.12.2410'-5"47'-0"25'-4"25'-0"23'-10"28'-1"27'-1112"40'-8"32'-2"31'-5"8"19'-2"181'-4" 200'-6" 17'-1112"12'-3"1'-4"1'-11"17'-1112"25'-112"13'-9"13'-9"13'-9"13'-9"19'-512"13'-812"14'-4"19'-0"342'-0"20'-10"26'-9"26'-9"26'-9"26'-0"24'-11"24'-1"16'-7"23'-10"22'-6"24'-11"16'-1"9'-11"26'-0"26'-1"1'-4"1'-2"1'-2"1'-2"1'-2"1'-5"26'-8"6'-6"25'-2"62'-4"56'-0"19'-0"1'-6"83'-1012"3.94.611/16" = 1'-0"OVERALL MAIN LEVEL FLOOR PLAN 8'16'032'DNDNDN MATCH LINEAREA AAREA BAREA AAREA BMATCH LINE APPLE AUTO COMMERCIAL COLLISION 21476 GRENADA AVE LAKEVILLE, MINNESOTA 55044PRELIMINARYNOT FOR CONSTRUCTIONDATE:__________4/23/20214/16/2021 12:17:23 PM Z:\Projects\AutoCAD\2020-46 Apple Auto Commercial Collision\Apple Auto Commercial Collision\Sheets\A121 Overall Upper Level Floor Plan.dwg OVERALLUPPER LEVELFLOOR PLANPRINTED FOR:____________________________INFORMATIONDarwin Lindahl Architects, P.A.e-mail: lindahlarch@gmail.comPROPOSED FACILITY FOR:Drawing:Revisions:No: Revision: Date:Sheet No:Project # :Certification:2020-46THIS DRAWING AND THE INFORMATION THEREIN IS THEPROPERTY OF DARWIN LINDAHL ARCHITECTS, P.A. ITSUSE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE WRITTEN PERMISSION OF DARWINLINDAHL ARCHITECTS, P.A. IS PROHIBITED. ITCONTAINS PROPRIETARY AND CONFIDENTIALINFORMATION OF DARWIN LINDAHL ARCHITECTS, P.A.REPRODUCTION OF THE MATERIAL HEREIN WITHOUTWRITTEN PERMISSION OF DARWIN LINDAHLARCHITECTS, P.A. VIOLATES THE COPYWRITE LAWS OFTHE UNITED STATES AND WILL SUBJECT THEVIOLATORS TO LEGAL PROSECUTION.COPYRIGHT © 2018 BY DARWIN LINDAHL ARCHITECTS, P.A.4124 Quebec Ave. North, Suite 106Minneapolis, Minnesota 55427Ph:763.560.0448 Fax:763.560.0441A121 Dakota County Surveyor’s Office Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124 952.891 -7087 Fax 952.891 -7127 www.co.dakota.mn.us May 3, 2021 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: AIRLAKE STATION SECOND ADDITION The Dakota County Plat Commission met on April 28, 2021, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 50 (Lakeville Blvd.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. The site is a replat of Outlot A, AIRLAKE STATION FIRST ADDITION. The right-of-way needs of 75 feet of half right of way have been met along CSAH 50. Restricted access is shown along CSAH 50 per Doc. 3334776. The Plat Commission has approved the preliminary and final plat and will recommend approval to the County Board of Commissioners meeting on May 18, 2021. Traffic volumes on CSAH 50 are 14,800 ADT and are anticipated to be 32,400 ADT by the year 2030. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Gordon McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: Arik Lokensgard, Kimley-Horn EXHIBIT F City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Alex Jordan, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Dave Olson, Community and Economic Development Director Date: June 25, 2021 Subject: Airlake Station Second Addition • Preliminary Plat Review • Final Plat Rev iew • Conditional and Interim Use Permit • Site Plan Review • Final Grading and Erosion Control Plan Review • Final Utility Plan Review BBAACCKKGGRROOUUNNDD Gulbrandson Real Estate, LLLP has submitted a preliminary and final plat named Airlake Station Second Addition, and a Conditional Use Permit and site plans to construct a 58,550 square-foot Apple Auto building on Lot 1, Block 1, Airlake Station Second Addition. The proposed development is located east of Cedar Avenue (CSAH 23), south of and adjacent to Lakeville Boulevard (CSAH 50), north of and adjacent to Lot 1, Block 1, Fulford Group 1st Addition. The parent parcel consists of Outlot A, Airlake Station First Addition zoned C-2, Highway Commercial District. The preliminary and final plats consist of one lot within one block on 10.31 acres. AAIIRRLLAAKKEE SSTTAATTIIOONN SSEECCOONNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 2255,, 22002211 PPAAGGEE 22 OOFF 77 The proposed development will be completed by: Developer: Gulbrandson Real Estate, LLLP Engineer/Surveyor: Kimley Horn SSIITTEE CCOONNDDIITTIIOONNSS The existing site was mass graded with development of Airlake Station First Addition. An existing private roadway provides a connection to the adjacent U-Haul site, within an existing Cross Access Easement. Stormwater management basins are located on the site that were graded with the First Addition development. EEAASSEEMMEENNTTSS The following easements will remain in place with the final plat: • Cross Easement per Doc. No. 3334777 • Utility Easement per Doc. No. 3334778 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Lakeville Boulevard (CSAH 50) Airlake Station Second Addition is located south of and adjacent to Lakeville Boulevard, an arterial County roadway as identified by the City’s Transportation Plan. Dakota County controls the right-of-way requirements and access locations along Lakeville Boulevard. Lakeville Boulevard is currently constructed as a two-lane undivided urban roadway with center left turn lanes adjacent to the plat. The current Dakota County Plat Needs Map identifies Lakeville Boulevard as a four-lane divided roadway. The final plat was reviewed and recommended for approval by the Dakota County Plat Commission at its April 28, 2021 meeting. Development of Airlake Station First Addition included construction of two accesses along Lakeville Boulevard; a right-in only access to Lot 1, Block 1, Airlake Station First Addition and a full access intersection on the parent parcel. The two driveway entrances are connected by an internal private roadway. Turn lane improvements along Lakeville Boulevard at the proposed driveway entrances were constructed with the First Addition final plat, as required by Dakota County. SSIITTEE PPLLAANN The development of Lot 1, Block 1, Airlake Station Second Addition includes the construction of a 58,550 square foot Apple Autos building, outdoor storage for vehicle sales, private utilities and associated guest and employee parking. Access to the site will be from the existing internal private drive. AAIIRRLLAAKKEE SSTTAATTIIOONN SSEECCOONNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 2255,, 22002211 PPAAGGEE 33 OOFF 77 CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility, and building construction shall be from rock construction entrances on the existing internal private road. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The Park Dedication requirement for the parent parcel has not been paid but will be required to be collected with the final plat, calculated as follows: 10.31 acres x $7,693.00/acre = $79,314.83 Area of Lot 1, Block 1 Park Dedication Fee Total Consistent with the City’s Parks, Trails and Open Space Plan, a 10-foot wide trail is planned along the south side of Lakeville Boulevard adjacent to the site. The trail would be constructed in the future at the time a regional trail connection is available into the City of Farmington. The Developer shall grade the trail bench and provide the City with an $18,550.00 escrow for the Developer’s 5/8 share of the future trail construction adjacent to Lot 1, Block 1 with the final plat. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Airlake Station Second Addition is located within subdistrict SC-10000 of the South Creek sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing sanitary sewer to the Empire Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed commercial development. 8-inch private sanitary sewer was extended with the First Addition final plat along the south side of the parent parcel to provide utility service to the development. The san itary sewer was tested and approved for connection. The Sanitary Sew er Availability Charge h as not been collected on the parent parcel and will be required with the final plat. WWAATTEERRMMAAIINN Consistent with the City’s Comprehensive Water Plan, the Developer of Airlake Station First Addition extended 12-inch watermain along Lakeville Boulevard from Gateway Drive to the east plat boundary. Public 8-inch watermain was looped to the proposed 12-inch watermain along the south plat and east plat boundary within a dedicated drainage and utility easement. An 8-inch private water service was extended from the public watermain to the parent parcel for water service. Private hydrants will be extended to the site from the public 12-inch watermain. AAIIRRLLAAKKEE SSTTAATTIIOONN SSEECCOONNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 2255,, 22002211 PPAAGGEE 44 OOFF 77 Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the building permit applications and final construction plans. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Airlake Station Second Addition is located within subdistrict SC-11 of the South Creek stormwater district as identified in the City’s Water Resources Management Plan. Two privately owned and maintained stormwater management basins were constructed with the First Addition development improvements located on the parent parcel. The stormwater management basin design incorporated the entire site drainage area assuming full development. The basins provide water quality treatment and rate control for the proposed development. A stormwater maintenance agreement was recorded on the parent parcel for the privately owned and maintained st ormwater basin. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building Certificate of Occupancies will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Airlake Station Second Addition contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. SSTTOORRMM SSEEWWEERR Development of Airlake Station Second Addition includes the construction of a private storm sewer system. Privately owned and maintained storm sewer constructed within the site will collect and convey runoff to the privately owned and maintained stormwater basins. The stormwater basins outlet via private storm sewer that connects to the public storm sewer within Lakeville Boulevard. The Trunk Storm Sewer Area Charge has not been collected and will be required to be paid with the final plat, at the rate in effect at the time of final plat approval calculated as follows: 448,893.00 s.f. x $0.250/s.f. = $112,223.25 Area of Lot 1, Block 1 Trunk Storm Sewer Area Charge Total Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. AAIIRRLLAAKKEE SSTTAATTIIOONN SSEECCOONNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 2255,, 22002211 PPAAGGEE 55 OOFF 77 FEMA FLOODPLAIN ANALYSIS Airlake Station Second Addition is located within areas shown on the Flood Insurance Rate Map (FIRM) as Zone X, as determined by FEMA. Based on this designation, no areas within the plat are located within a Special Flood Hazard Area (SFHA). WWEETTLLAANNDDSS There are no wetlands on the site. TTRREEEE PPRREESSEERRVVAATTIIOONN There are no significant trees on the parent parcel. EERROOSSIIOONN CCOONNTTRROOLL The plans include a detailed erosion and sediment control plan. The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. An on-site preconstruction meeting shall be held with the City prior to the issuance of a building permit. SSEECCUURRIITTIIEESS The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Airlake Station First Addition. Construction costs are based on the bid proposal submitted by the Developer’s engineer on September 24, 2019. CONSTRUCTION COSTS Erosion Control, Grading and Restoration 30,000.00 SUBTOTAL - CONSTRUCTION COSTS $ 30,000.00 OTHER COSTS Developer’s Design (3.0%) $ 900.00 Developer’s Construction Survey (2.5%) 750.00 City’s Legal Expense (0.5%) 150.00 City Construction Observation (5.0%) 1,500.00 Developer’s Record Drawing (0.5%) 150.00 Landscaping 30,000.00 Lot Corners/Iron Monuments 100.00 SUBTOTAL - OTHER COSTS $33,550.00 TOTAL PROJECT SECURITY $63,550.00 AAIIRRLLAAKKEE SSTTAATTIIOONN SSEECCOONNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 2255,, 22002211 PPAAGGEE 66 OOFF 77 The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $100.00. The City shall hold this security until the Developer’s Land Surveyor certifies that all irons have been placed following site grading, street and utility construction. CCAASSHH FFEEEESS A cash fee for one-year of street light operating expenses shall be paid at the time of final plat approval and is calculated as follows: 1187.20 f.f. x $0.2832/f.f. = $336.22 Lakeville Boulevard Frontage 2019 Street light Operating Fee Total A cash fee for one-year of environmental resources management expenses shall be paid at the time of final plat approval and is calculated as follows: 10.31 acres x 4.2 x $67.48/unit = $2,922.02 Area of Lot 1, Block 1 REU Environmental Resources Management Fee Total A cash fee for the preparation of record construction drawings and for upgrading the City base map shall be paid at the time of final plat approval and is calculated as follows: 1 units x $90.00/unit = $90.00 Lots/Outlots City Base Map Updating Fee Total The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be in either .dwg (AutoCAD) or .dxf format. The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction cost, or $900.00. CASH REQUIREMENTS Park Dedication Sanitary Sewer Availability Charge $ 79,314.83 To be collected with Building Permit Trunk Storm Sewer Area Charge Future Trail Construction – Lakeville Blvd 112,223.25 18,550.00 Street light Operating Fee 336.22 Environmental Resources Management Fee 2,922.02 City Base Map Updating Fee 90.00 City Engineering Administration (3.00%) 900.00 SUBTOTAL - CASH REQUIREMENTS $214,336.31 AAIIRRLLAAKKEE SSTTAATTIIOONN SSEECCOONNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 2255,, 22002211 PPAAGGEE 77 OOFF 77 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary and final plat, conditional use permit, site plan, grading and erosion control plan, and utility plan for Airlake Station Second Addition, subject to the requirements and stipulations within this report. 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA APPLE AUTO GROUP CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On July 1, 2021, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Gulbrandson Real Estate, LLLC and Apple Auto Group for a conditional use permit to allow motor vehicle sales with open and outdoor display exceeding 30% of the area of the principal building, major auto repair, and an exception to the commercial district exterior building materials requirements . The Planning Commission conducted a public hearing on the application preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The subject property is guided for Commercial land uses by the 2040 Comprehensive Plan. 2. The subject site is zoned C-2, Highway Commercial District. 3. The legal description of the property is Lot 1, Block 1, Airlake Station Second Addition. 4. Section 11-4-3.E of the City of Lakeville Zoning Ordinance provides that the Planning Commission shall consider possible effects of the proposed use. Its judgment shall be based upon, but not limited to, the following factors: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed use as an auto dealership with outdoor display and major auto repair services is consistent with the property’s Commercial land use designation in 2040 Comprehensive Plan. b. The proposed use is or will be compatible with present and future land uses of the area. 2 Finding: The proposed auto dealership with outdoor display and major auto repair is compatible with existing and future commercial and industrial businesses in the in the area. The proposed use of a variety of high quality building exterior architectural materials complies with the intent and purpose of the Zoning Ordinance and will not have a detrimental effect on nearby commercial and industrial properties. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance and the City Code. Finding: The proposed use will comply with all performance standards of the Zoning Ordinance and City Code applicable to the subject site given compliance with the stipulations listed in the planning report. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The subject site is within the MUSA and the proposed use can be accommodated within the City’s existing public service capacity. e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The subject site is accessed by Lakeville Boulevard, designated as an arterial street by the 2040 Transportation Plan, which has adequate capacity to accommodate traffic generated by the proposed use. 5. The planning report dated June 25, 2021 prepared by Frank Dempsey, Associate Planner is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Apple Auto Group Conditional Use Permit conditioned upon compliance with the planning report dated June 25, 2021. DATED: July 1, 2021 LAKEVILLE PLANNING COMMISSION BY: __________________________ Jeff Witte Planning Commission Chair