Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Item 05 Timbercrest at Lakeville 10th Addition
1 City of Lakeville Planning Department Memorandum To: Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: February 8, 2023 Subject: Packet Material for the February 16, 2023 Planning Commission Meeting Agenda Item: 1) Timbercrest at Lakeville 10th Addition Preliminary and Final Plat 2) Planned Unit Development Amendment 3) Vacation of public drainage and utility easements Action Deadline: May 11, 2023 (Preliminary Plat) March 12, 2023 (Final Plat, PUD Amendment Stage Plan, Easement Vacation BACKGROUND NVA-Pet Suites representatives have submitted preliminary plat, final plat, PUD Amendment, and easement vacation applications and plans for Timbercrest at Lakeville 10th Addition, which proposes one commercial lot totaling 2.03 acres within the Timbercrest at Lakeville PUD approved on October 15, 2001. Pet Suites is a national chain of animal boarding, day care, and grooming services. Pet Suites presently has three sites in the Twin Cities area including Eagan, Woodbury, and Blaine. The amendment to the Timbercrest planned unit development would allow the animal kennel use on the commercial guided property as part of PUD development stage plans. The PUD amendment and related PUD development stage plan performance standards will be documented with the development agreement prepared for City Council consideration of the preliminary and final plat. The easement vacation is required to vacate the Timbercrest at Lakeville 9th Addition public drainage and utility easements, which be reestablished with the Timbercrest at Lakeville 10th Addition final plat. 2 The preliminary and final plat plans have been submitted to: 1. The Engineering Division 2. The Parks and Recreation Department 3. Dakota County Plat Commission The following exhibits are attached for your information: EXHIBITS A. Location and Zoning Map B. Aerial Photo C. Project Narrative D. Property Survey E. Preliminary Plat F. Final Plat G. Site Plan H. Grading Plan and Erosion Control Plans (2 Pages) I. Utility Plan J. Tree Preservation Plan and Tree Inventory K. Landscaping Plan L. Building Exterior, Floor Plan, Wall Elevations, and Signage Plan (5 Pages) M. Exterior Lighting Plans (3 Pages) N. Easement Vacation Exhibit O. Dakota County Plat Commission letter dated January 9, 2023 Zoning and Surrounding Uses. The subject property is zoned PUD, Planned Unit Development District and guided for commercial use by the 2040 Comprehensive Land Use Plan. The proposed project is surrounded by the following land uses: Direction Existing Use Land Use Plan Zoning North Apartments Commercial PUD, Planned Unit Development District South 185th Street (CSAH 60), Public Open Space (conservation area) Restricted Development P/OS, Public and Open Space District East CP Railroad, Public Open Space (conservation area) Restricted Development P/OS, Public and Open Space District West Speedway C-store, Orchard Trail Commercial PUD, Planned Unit Development District 3 STAFF ANALYSIS P RELIMINARY PLAT AND FINAL PLAT The subject property is 2.03 acres and is located north of 185th Street (CSAH 60) and east of Orchard Trail at the address of 18400 Orchard Trail. The property consists of Outlot A, Timbercrest at Lakeville 9th Addition. Proposed Lot 1, Block 1, Timbercrest at Lakeville 10th Addition is proposed to include the construction of an 11,000 square foot animal kennel/dog day care commercial building with an outdoor dog run. The business is known as Pet Suites which caters to dog day care services and overnight kenneling. a. Comprehensive Plan. The property is located in Planning District No. 1 of the 2040 Comprehensive Land Use Plan and is within the current Metropolitan Urban Service Area (MUSA) which means that City municipal services, including sanitary sewer service, are available to serve the property. The subject property is guided commercial, therefore, the proposed commercial use is consistent with the 2040 Comprehensive Land Use Plan. The proposed Timbercrest at Lakeville 10th Addition preliminary and final plat meets the recommended goals and objectives outlined in Planning District No. 1 of the 2040 Comprehensive Plan. b. Lot/Block/Outlot. The proposed lot exceeds the minimum lot area and lot width requirements of the C-3, General Commercial District. Lot Area and Lot Width Requirements Lot 1 Block 1 20,000 Square Feet 2.03 acres 100 feet 463 feet c. Streets. Timbercrest at Lakeville 10th Addition abuts 185th Street and will have shared access at Orchard Trail via a shared driveway with the Speedway convenience store to the west. A shared driveway easement shall remain in place allowing Lot 1, Block 1, Timbercrest at Lakeville 10th Addition ingress and egress to Orchard Trail. 185th Street (CSAH 60) is classified as a minor arterial road in the City’s Transportation Plan. The Dakota County Plat Commission review of the preliminary and final plat indicated that no additional road right-of-way is required with the proposed final plat. There will be no access to 185th Street with the proposed site plan. Orchard Trail is classified as a local street. Orchard Trail does not abut the subject property but is the primary street access to the proposed lot via a shared driveway access across the Speedway convenience store property to the west. 4 d. Grading, Drainage, Erosion Control and Utilities. City sanitary sewer and water is currently available to the site, which is within the current MUSA. All public utilities will be constructed by the developer to serve the proposed preliminary and final plat following final plat approval. Grading and utility plans have been submitted with the Timbercrest at Lakeville 10th Addition preliminary and final plat plans. Grading, drainage, erosion control, utility, and tree preservation review comments are addressed in the engineering report prepared by Lucas Ritchie, Development Design Engineer and Mac Cafferty, Environmental Resources Manager, dated February 8, 2023. A copy of the engineering report is attached for reference. The Engineering Division recommends approval of the Timbercrest at Lakeville 10th Addition preliminary and final plat and proposed site, grading, drainage, utility plans, and easement vacation. e. Wetlands. There are no wetlands associated with the Timbercrest at Lakeville 10th Addition preliminary and final plat property. f. Tree Preservation. The tree preservation plan identifies 49 significant trees on site. Six trees will be removed as part of the site development of Timbercrest at Lakeville 10th Addition. g. Park Dedication, Trails and Sidewalks. The City’s Comprehensive Parks, Trails, and Open Space Plan does not identify any future park land needs in the area of the plat. No new public trails or sidewalks are being constructed with the proposed plat. Park dedication will be satisfied with a cash fee in effect at the time of final plat approval. Park dedication for commercial zoned properties is calculated a rate of $9,290 per acre (2023 rate) for the net area being final platted. The 2.033 acre lot will require a park dedication fee in lieu of land dedication in the amount of $18,886.57. h. Premature Subdivision Criteria. The preliminary plat is not premature. i. Capital Improvement Program (CIP). All proposed improvements necessary for the development of Timbercrest at Lakeville 10th Addition will be privately funded by the developer. P LANNED UNIT DEVELOPMENT AMENDMENT, SITE PLAN ANALYSIS, AND PUD P ERFORMANCE STANDARDS Zoning Ordinance Section 11-73-7.U allows commercial animal kennels for dogs, cats, and other domestic animals provided compliance with the following criteria: 1. The facility shall be licensed in accordance with the rules of the Minnesota Board of Animal Health. 5 The facility will be licensed in accordance with the rules of the Minnesota Board of Animal Health as required by the Zoning Ordinance and as outlined in the applicant narrative. 2. Indoor animal kennel floors and walls shall be made of nonporous materials or sealed to make it nonporous. The kennel floors and walls will be constructed to comply with this requirement as outlined in the applicant narrative. 3. A room or cage separate from the primary kennel area shall be provided to adequately separate animals that are sick or injured from healthy animals. Separate designated areas for sick or injured animals will be provided as required and as outlined in the applicant narrative. 4. All animal waste shall be disposed of at least once per day to prevent a public nuisance by being flushed down an existing sanitary sewer system or enclosed in a container of sufficient construction to eliminate odors and organisms that shall be emptied by a waste disposal service a minimum of two (2) times every seven (7) days, or as otherwise determined to be necessary to protect public health, safety and welfare. The method of waste disposal is outlined in the applicant narrative and is in compliance with Zoning Ordinance requirements. The outdoor dog runs will be connected to the city sanitary sewer. 5. A ventilation system shall be provided capable of completely exchanging internal air at a rate of 1.00 cfm/square foot of floor space per area dedicated for the keeping of animals, exclusive of offices, pursuant to chapter 1346 of the Minnesota State Building Code. As noted in the applicant narrative, all ventilation requirements will comply with Minnesota Building Code. 6. Within a multiple tenant building, there shall be adequate physical separation, including soundproofing, between the kennel and other individual tenant spaces to protect public health and safety and prevent nuisance issues. The Pet Suites building will be a single tenant building. 7. Outdoor exercise areas shall be allowed for a kennel within a single occupancy building only, subject to the following requirements: a. The property shall be set back a minimum of five hundred feet (500') from any Residential District. A reduced setback is proposed with the Timbercrest PUD Amendment. The Northlake Lofts apartment building property to the north and a few of the townhomes south of 185th Street (CSAH 60) fall within the 500 foot setback. The 6 Northlake Lofts apartment property abuts the subject property to the north. The apartment building will be located approximately 270-300 feet from the proposed outdoor dog run portion of the site. Five townhomes south of 185th Street are located between 390 and 490 feet of the subject property and 500 and 700 from the location of the proposed main outdoor dog run to be located on the north side of the building. A small dog exercise area is located on the east side of the building. b. The outdoor exercise area shall be located only within an interior side yard or rear yard. The outdoor exercise area is located within the rear and side yards. c. The outdoor exercise area shall be set back a minimum of fifteen feet (15') from all lot lines. The proposed outdoor exercise area is set back 65 feet from the north property line, which is the nearest property line to the outdoor exercise area. d. A solid fence with a minimum height of six feet (6') shall be provided in compliance with the requirements of section 11-21-5 of this title to screen the outdoor exercise area from surrounding properties and public rights-of-way. A solid six foot tall white PVC fence is proposed to enclose the outdoor exercise area. e. The outdoor exercise area shall be contained within a raised curb to contain waste runoff and must include a waste filtration bed with once per year excavation and disposal or connection to the sanitary sewer system. The outdoor exercise area is within an enclosed/curbed area to contain waste, stormwater, and cleaning products from draining from the exercise area. All waste is directed to the City sanitary sewer. f. An attendant shall be present at all times to control animals that are outdoors and prevent nuisance issues including, but not limited to, noise. The applicant has indicated that dogs in the exercise area would be monitored by an employee at all times. g. No animals shall be allowed to be outdoors between the hours of ten o'clock (10:00) P.M. and six o'clock (6:00) A.M. No animals will be allowed outdoors between the hours of 10:00 P.M and 6:00 A.M. as required by the Zoning Ordinance and as outlined in the applicant narrative. The site development plans propose an 11,000 square foot building with an outdoor dog exercise area on the north side. The inside of the building will include a large enclosure area for the dogs, kennels, office, storage, and restrooms. The outdoor dog run will be under an open roofed structure without walls on the east, west and north sides. The outdoor exercise area will be connected to city sanitary sewer as required by the Zoning Ordinance. A Sewer Access Charge 7 determination will be required from Metropolitan Council Environmental Services prior to issuance of a building permit. Setbacks. The building setback requirements of the underlying C-3, General Commercial District zoning are being met with the proposed site plans for Lot 1, Block 1 as follows: Required Setbacks Proposed Setbacks Front Yard -- 40 feet 185th Street – 70 feet Side Yard (west) - 10 feet Side Yard (east) - 30 feet 83.5 feet 110+ feet Rear Yard (north) - 50 feet 90 feet Parking. The 11,000 square foot building requires 50 parking spaces as a commercial use in the underlying C-3 District. Fifty-five (55) total parking spaces are identified on site for the 11,000 square foot building as required. The number of required parking spaces is calculated as follows: Building Square Footage – 11,000 square feet Service/Retail/Office – 11,000 sf (minus 10% floor area credit) = 50 spaces required Parking to be constructed – 28 spaces Parking to be deferred – 22 spaces Parking Deferment. The applicant requests a deferment of 22 parking spaces due to the anticipated low traffic volume of the proposed animal kennel use. The deferred parking is proposed to be located in the area of the outdoor dog exercise area on the north side of the building. If a change of building occupancy occurs in the future and additional parking spaces are necessary to accommodate parking demand, the additional required parking spaces can be constructed in that location. The additional pavement may require an underground stormwater chamber north of the building below the expanded parking area as noted on the site plan. The chamber would have to comply with the on-site stormwater design requirements. The Zoning Ordinance allows a deferment of up to 50% of the required parking spaces, however, Planning Department staff recommends that the proposed 28 parking spaces be provided. Two ADA accessible parking spaces will also be provided. Circulation. All drive aisles and parking stalls comply with the required aisle width of 24 feet and parking stall dimensions of 9 feet in width and 18-20 feet in length. Access. Consistent with the Timbercrest at Lakeville PUD, access to the property will be from a shared access driveway across the Speedway motor fuel and convenience store to the west. The driveway provides ingress and egress to Orchard Trail. An ingress and egress easement shall remain in place between Lot 1, Block 1, Timbercrest at Lakeville 7th Addition and Lot 1, Block 1, 8 Timbercrest at Lakeville 10th Addition. The signed easement shall be submitted prior to release of the final plat for recording with Dakota County. Landscaping/Screening. The landscape plan proposes 103 overstory and evergreen trees and shrubs as noted in the table below: Landscape Materials 6 Overstory trees (2.5 inch min. diameter) 12 Conifer trees (8 foot minimum height) 85 Variety of shrubs (confirm minimum size requirements) All landscaped areas within and adjacent to the parking lot shall be irrigated in compliance with Zoning Ordinance requirements. All areas not planted with trees, shrubs or perennials will be seeded with a natural grass mixture as shown on the landscape plan. The landscape plan shall be amended to identify minimum shrub heights in accordance with Zoning Ordinance requirements, not container size as shown. The Zoning Ordinance requires that commercial uses be screened from adjacent residential properties with a 20 foot wide greenspace area landscaped with trees or a combination of landscaping and a fence. The landscape plan shall be amended to include a combination of overstory trees and tall growing conifer shrubs as visual and buffer screening along the north property line. The site plan and landscape plan shall be amended prior to City Council consideration of the preliminary and final plat. A landscape security based on the contractor estimate totaling $40,000 shall be submitted with the final plat consideration to guarantee installation of the approved landscaping. Building Height and Exterior. The maximum building height for commercial buildings is three stories and 35 feet. The proposed building will be a single story, 20 feet in height to the top of the parapet wall. The tallest architectural feature will be 27 feet to the top of the architectural column facing west and east. The building will be constructed of brick, stone, glass, a foundation wainscot of rock faced block and pre-finished decorative metal panels. The building exterior materials comply with Zoning Ordinance requirements for commercial buildings. Roof-Top and Ground Mounted Mechanical Units. All roof-top and ground mounted mechanical units are required to be screened from view of any public street. The plans do not identify mechanical equipment, which must be confirmed and screened as required. 9 Site Lighting. An exterior lighting plan has been submitted and reviewed by staff for compliance with Zoning Ordinance requirements. All site and building wall-pack lighting fixtures are proposed as LED, downcast and cut-off light throw fixtures as required by the Zoning Ordinance. A photometric plan has been submitted indicating not more than one foot-candle- light intensity at all property lines. Trash and Recycling Enclosure. A trash enclosure is proposed to be located west of the building near the parking lot entrance of the shared driveway. The enclosure shall be constructed of materials consistent with the principal building and shall include a durable, maintenance free gate. Signage. The building elevation plans show three wall signs on the west side of the building. The project narrative (Exhibit C) proposed two wall signs, one on the west elevation facing Orchard Trail and one on the south elevation facing 185th Street. The Zoning Ordinance allows only one, 100 square foot sign for a lot fronting one public street. Staff is supportive of allowing a total of two wall signs as described in the project narrative with the PUD amendment/development stage plans given the access to the site from Orchard Trail. The combined sign area for any single sign shall not exceed 100 square feet as required by the Zoning Ordinance. A sign permit shall be issued by the Planning Department prior to the installation of any signs. Snow Storage. Snow storage shall not occur within the 28 parking spaces allowed with the parking deferment. EASEMENT VACATION All public drainage and utility easements established with the Timbercrest at Lakeville 9th Addition final plat will be vacated and reestablished with the Timbercrest at Lakeville 10th Addition final plat. The easement vacation ensures that all underlying drainage and utility easements are vacated to ensure clear title in the future. All utility companies with a potential interest in the easement vacation have responded with no opposition. RECOMMENDATION Planning Department staff recommends approval of the following: 1) The Timbercrest at Lakeville 10th Addition preliminary and final plat; 2) the Planned Unit Development Amendment/development stage PUD and, 3) the vacation of drainage and utility easements subject to the following stipulations: 10 1. Implementation of the recommendations listed in the February 8, 2023 engineering report. 2. The site and building for Lot 1, Block 1 shall be developed in compliance with the plans approved by the City Council and Zoning Ordinance requirements. 3. The landscape plan shall be amended to include a combination of overstory trees and tall growing conifer shrubs along the north property line as visual and buffer screening. The site plan and landscape plan shall be amended prior to City Council consideration of the preliminary and final plat. 4. All landscaped areas adjacent to the building and parking lot shall be irrigated. Trees and shrubs shall not be planted in street right-of-way. 5. The developer shall submit a $40,000 security to guarantee installation of the approved landscaping at the time of final plat consideration. 6. All signs shall comply with the Zoning Ordinance requirements for the C-3 District or as allowed by the Timbercrest PUD amendment/development stage PUD. A sign permit shall be issued by the Planning Department prior to the installation of any signs. 7. Snow storage shall not take place in required parking spaces. 8. 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 and the north property line. 9. The trash enclosure shall be constructed of materials consistent with the principal building and shall include a durable, maintenance free gate. 10. A Sewer Access Charge determination will be required from Metropolitan Council Environmental Services prior to issuance of a building permit. 11. A parking deferment agreement shall be required prior to approval of a building permit. A minimum of 28 parking spaces shall be provide. 12. The animal kennel operations and management shall at all times be in compliance with State of Minnesota Building Code requirements, Zoning Ordinance requirements and the Planned Unit Development Amendment. 13. Confirmation of a recorded private shared driveway easement over Lot 1, Block 1, Timbercrest at Lakeville 7th Addition benefiting Lot 1, Block 1, Timbercrest at Lakeville 10th Addition shall be submitted prior to final plat approval. 14. A shared maintenance agreement for the stormwater basin shall be submitted at the time of final plat approval. 11 15. Any roof-top and ground mounted mechanical units must be screened from view of any public street as required by the Zoning Ordinance. 16. A setback less than five hundred feet (500') from any Residential District is allowed with the Timbercrest at Lakeville 10th Addition PUD Amendment consistent with the development stage PUD plans approved by the City Council. 17. Two wall signs, one on the west elevation facing Orchard Trail and one on the south elevation facing 185th Street are allowed with the Timbercrest at Lakeville 10th Addition PUD Amendment. Timbercrest at Lakeville 10th Addition Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. Map Scale 1 inch = 300 feet 1/20/2023 February 7, 2023 City of Lakeville Planning Department 20195 Holyoke Avenue Lakeville, MN Re: Revised PetSuites Development Application Dear Mr. Dempsey, We represent NVA – PetSuites (“PetSuites”). PetSuites is seeking approvals for a preliminary and final plat, parking deferment, amendment to an existing Planned Unit Development (PUD) and a Conditional Use Permit (CUP) to construct and operate a commercial kennel (the “Project”) located at Orchard Trail and 185th Street West (the “Property”) in the city of Lakeville (the “City”). PetSuites operates over 1,400 general practice veterinary clinics, emergency pet hospitals, equine practices, and pet resorts. For more than 20 years, PetSuites resorts have provided boarding, daycare, and grooming services for dogs and cats. PetSuites currently operates resorts in Blaine, Eagan, and Woodbury. PetSuites operates in over 40 communities across the country and are experts in pleasing the people, pets, and the neighborhoods they serve. PetSuites have spacious indoor and outdoor yards and multiple play structures for all sized dogs. Uniquely, the PetSuites model accommodates cat daycare and boarding as well. For this Project, PetSuites plans to offer both private and group training sessions for adult dogs and puppies. PetSuites desires to bring this successful concept to the City, with the support of surrounding businesses and residential tenants. I. PUD Amendment The Property is zoned PUD. A commercial kennel facility was not contemplated when the broader PUD was approved; accordingly the PUD must be amended. Pursuant to the City Code, amendment of an existing PUD to accommodate a new use or other site plan revision is appropriate where the proposed use will not result in negative traffic or intensity impacts to the surrounding properties. Here, the proposed use is consistent with the overarching goal of the PUD ordinance: to promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability, and general welfare of the City. Traffic Impacts The Project will not have significant traffic impacts and is easily accommodated by the Property and the adjacent roadways. Because of PetSuites national presence, its operations team is highly attuned to City of Lakeville February 7, 2023 Page 2 traffic impacts and ensuring an excellent customer experience for its facilities. PetSuites have consistent traffic patterns and do not drive a significant spike in overall traffic counts. On an average weekday, a PetSuites facility will see between 50-70 cars dropping off and picking up their pets throughout the day. During peak holiday periods, where boarding is in high demand, approximately 100-150 cars visit a location over the whole weekend. Proof of Parking In conjunction with these known parking numbers, PetSuites is seeking parking deferment for the Project. The Zoning Ordinance requires 55 stalls and PetSuites is proposing 28 stalls with proof of parking for the remaining 27 stalls. The Property has sufficient land to accommodate expansion of parking stalls if parking demand exceeds on-site supply. The proposed use here requires significant building floor area that is not representative of the projected volume and turnover of customer traffic. Service vehicles will be limited to waste and sanitary providers. PetSuites typically operates a facility of this size with six employees whose on-site parking needs will be easily met by the built spaces. Outdoor Play Yard- Limited Impacts to Multifamily Building and Operational Mitigation Measures The commercial kennel conditional use with outdoor play yard requires a 500 foot setback from any residentially zoned property. Northlake Lofts (“Northlake”), located northwest of the Property is within this setback. Roers, the original developer of Northlake, provided a letter in support of the Project. Northlake is a pet-friendly rental community with tenants who we hope will benefit from the services provided by PetSuites. PetSuites will employ noise mitigation measures to ensure that impacts to the residential building are limited. PetSuites is an experienced provider, with a history of providing commercial kennel services with limited impact to surrounding residential. In fact, Blaine, Eagan, and Woodbury sites are located within 500 feet of residential uses. Mitigation measures demonstrated on the site plan and proposed for this Project include landscaping and structures designed to attenuate noise that may be generated within the outdoor play areas on the north and east sides of the building. Noise studies commissioned by PetSuites at several of its existing facilities reflect that ambient noise from the car traffic and general community activities is louder than dogs playing outside at the number of dogs permitted to be in the play yard at a time pursuant to the PetSuites operational standards. Pets are not allowed in the outdoor play area before 6:30 a.m or after 8:00 p.m. PetSuites observes staffing ratios of no more than 25 dogs to 1 staff member throughout its facility and restricts the number of dogs in its outdoor play area. This low ratio allows the dogs ample room to run and play while enabling the staff member to keep a close eye on all of the dogs. Staff are trained to and will address the behavioral issues quickly if they occur. Dogs with behavioral issues are separated from the group. They may be moved to a different area outside or moved inside to relieve the issue. The inclusion of the Project within the PUD and use of PUD flexibility to allow reduction of the setback for the outdoor play yard is consistent with the underlying purpose of the PUD. City of Lakeville February 7, 2023 Page 3 Signage The Timbercrest PUD District includes a signage plan created by the original developer and adopted for the PUD. While the uses within the PUD vary, generally the existing signage comports with the standards for signs outlined in the Zoning Ordinance for the C-3 General Commercial District (“C-3”). Deviations from the C-3 standards are permitted within the Timbercrest PUD on a case-by-case basis so as to maximize building and sign visibility from public roadways, while ensuring compliance with the City’s aesthetic and safety goals. Because the Property does not front a public street with direct access, under traditional C-3 sign regulations, the PetSuites building would only be allowed one sign. To increase visibility of the building and help patrons identify the Property, PetSuites is seeking flexibility for two signs- one facing south toward 185th Street and the other facing west to Orchard Trail. This additional signage is consistent with the sign plan for the Timbercrest PUD and maximizes building visibility from the public roadways. The use of PUD flexibility to allow additional signage is consistent with the underlying purpose of the PUD. II. CUP for Commercial Kennel Facility The Project meets the required findings for issuance of a CUP pursuant to City Code Title 11, Chapter 4, as follows: 1. The conditional use has been considered in relation to the specific policies and provisions of and has been found to be consistent with the City’s Comprehensive Plan. The Project meets this finding. The City’s 2040 Comprehensive Plan guides the Property Commercial. The goal of the Commercial land use designation is to concentrate commercial uses along major transportation corridors thereby promoting sustainable business activity that meets the City’s needs. As demonstrated by current facilities in Blaine, Woodbury and Eagan and a soon to be opened facility in Plymouth, the PetSuites brand is an experienced provider of commercial kenneling services. It is well suited to meeting the demand for these services in the City while mitigating impacts of the proposed use through its building design, compliance with performance standards and industry experience. The Project is consistent with the Comprehensive Plan. 2. The proposed use is or will be compatible with present and future land uses of the area. The Project meets this finding. The Property is currently zoned PUD and is compatible with the commercial, retail, and multifamily residential uses surrounding the Property. Shared access with the fuel station and lack of public street frontage limit development of the Property for more intense commercial or retail uses. PetSuites model is well suited to these limitations, provides a valuable, well- established amenity to Lakeville residents and is compatible with the present and future land uses of the area. City of Lakeville February 7, 2023 Page 4 3. The proposed use conforms with all performance standards contained in the City Code. The Project meets this finding. The City Code requires general performance standards for all conditional uses as well as specific performance standards for commercial kennel facilities. The Project complies with both sets of standards as more fully described herein. A. General CUP Standards The Project is served by 185th Street and Orchard Trail. The existing roadways have sufficient capacity to accommodate the type and volume of traffic generated by a new PetSuites resort. The Property is currently platted as an outlot. As part of the final plat application, right of way shall be provided to the City. The proposed site plan minimizes external and internal traffic conflicts, leveraging tested pedestrian circulation systems to safely accommodate a mix of vehicle and pedestrian traffic. The proposed site plan seeks to reduce the impact of the use on the multifamily residential building north of the Property with a setback of over 300 feet, building materials selected to mitigate noise impacts, and operational measures designed to ensure the proposed use is consistent with neighborhood and City expectations. Based on its other facilities, PetSuites is confident that as proposed the parking area will minimize any internal site access issues and will avoid any parking related visual impacts for tenants of the apartment building. As demonstrated by the site plan, PetSuites plans to install significant screening and landscaping in compliance with the City Code. PetSuites water usage is comparable to other businesses that perform a lot of cleaning, similar to a high-volume restaurant. All lighting proposed complies with the City Code. The Pet Suites Project design team has worked in conjunction with the Metropolitan Council engineering team and with City staff to ensure that the site drainage system is in compliance with City Code requirements. The architectural design is consistent with other buildings in the area. PetSuites and its architect, GPD Group, have worked to design a building that is functional for the proposed use while visually appealing. The Project incorporates brick and flagstone, creating a harmonious exterior finish that is reflective of the PetSuites brand. City of Lakeville February 7, 2023 Page 5 B. Performance Standards for Commercial Kennels As discussed above, the Project complies with nearly all use-specific standards required of commercial kennel operations with outdoor play yards within the City. Most of these requirements are already built into the PetSuites model. For example, PetSuites has established a brand image with an emphasis on “clean and odor free” pet resorts. Staff is thoroughly trained to dispose and wash down all waste areas immediately. All solid waste is scooped and placed into a 1.1 mils trash bag inside of a trash container with a secure lid. All eliminations are quickly cleaned from the room with the cleansing agent Envirocide. The Project utilizes a shed roof structure designed to mitigate stormwater impacts from pet waste in the play yard area. Code Requirement Compliant Licensed with the Minnesota Board of Animal Health. Kennel floors and play areas must be constructed of non-porous materials or sealed. All animal waste must be enclosed in a container to eliminate odors. The proposed container shall be emptied by a waste disposal service at least two times every seven days. Animal waste shall not be flushed into the existing sanitary sewer system. A room or cage separate from the primary kennel area shall be provided to adequately separate animals that are sick or injured from healthy animals. A ventilation system shall be provided capable of completely exchanging internal air at a rate of 1.00 cfm/square foot of floor space per area dedicated for the keeping of animals, exclusive of offices, pursuant to chapter 1346 of the Minnesota State Building Code. Outdoor exercise area will be set back over 500 feet from any Residential District. Addressed through PUD The outdoor exercise area will be located within an interior side yard or rear yard. The outdoor exercise area will be set back a minimum of fifteen feet from all lot lines. City of Lakeville February 7, 2023 Page 6 The outdoor exercise area shall have a solid fence with a minimum height of six feet (6') provided in compliance with the requirements of section 11-21-5 to screen the outdoor exercise area from surrounding properties and public rights-of-way. The outdoor exercise area shall be contained within a raised curb to contain waste runoff and must include a waste filtration bed with once per year excavation and disposal or connection to the sanitary sewer system. An attendant shall be present at all times in the outdoor exercise area to control animals and prevent nuisance issues including, but not limited to, noise. No animals shall be allowed to be outdoors between the hours of ten o'clock (10:00) p.m. and six o'clock (6:00) a.m. 4. The proposed use can be accommodated with existing public services and will not overburn the City’s service capacity. The Project meets this finding. The Project design team has worked with City staff to ensure that the proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. 5. Traffic generation by the proposed use is within capabilities of streets serving the Property. The Project meets this finding. The Project is served by 185th Street and Orchard Trail. The car traffic in and out of PetSuites locations during the work week is predominately from 6:30 a.m.to 9:00 a.m. and then again from 4:00 p.m. to 7:00 p.m. These are dog daycare customers. Weekend traffic is limited to boarding customers, leaving their pets overnight. Boarding drop-offs for overnight pets typically begins on Friday afternoon with additional drop-offs Saturday morning. Boarded pets are typically picked up later Sunday afternoon or early evening. Compared to traditional retailers, PetSuites facilities have a low traffic impact within a trade area. PetSuites parking needs are also typically less than other retail or restaurant operations. Turnover times are generally less than 5 minutes as customers park, bring in their pets, register and then go on their way. Even during peak periods, it is unusual to have more than 3 customers picking up or dropping off their pet at the same time. The existing roadways have sufficient capacity to accommodate the type and volume of traffic generated by a new PetSuites facility. Based on the findings above and the enclosed materials, the Project meets all applicable required findings necessary for amendment of the PUD with flexibility for parking stalls, signage, and distance from existing residential structures, approval of the CUP and preliminary and final plat City of Lakeville February 7, 2023 Page 7 Please contact us with any questions about this letter or the information contained herein. Sincerely, Megan Rogers, for Larkin Hoffman Direct Dial: (952) 896-3395 Email: mrogers@larkinhoffman.com Enclosures cc: Michael LaVigne, Pet Suites Joseph Bailey, Sambatek Alex Kolesar, GPD Group 4862-4834-1583, v. 2 N. LINE DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 385 C.S.A.H. NO. 60 (185TH STREET W.) ST-1 ST-3 BLOCK 1 LOT 1 EXISTING STORMWATER BASIN 100-YR HWL=1056.2 NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, survey, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental 22.0S (LMS TECH) | JOSEPH BAILEY | 8/5/2022 2:26:37 PML:\PROJECTS\50357\CAD\CIVIL\SHEETS\C2.01-EXISTING CONDITIONS PLAN.DWG:C2.01 EXISTING CONDITIONSPETSUITES LAKEVILLE PRELIMINARY LAKEVILLE50357 LCC MRS Mark R. Salo 08/05/2022 43933 1 04/08/2022 PRELIMINARY SUBMITTAL 2 08/11/2022 PRELIMINARY RESUBMITTAL 3 12/19/2022 PRELIMINARY RESUBMITTAL 3 01/20/2023 PRELIMINARY RESUBMITTAL SCALE IN FEET 0 4020 NORTH EXISTING CONDITIONS PLAN C2.01 BENCHMARKS 1.THE VERTICAL DATUM IS BASED ON NAVD88. BENCHMARK #1 TNH IN R.O.W. NEAR SW CORNER OF SUBJECT PROPERTY. ELEV. = 1043.84 BENCHMARK #2 TNH IN R.O.W. SOUTH OF SUBJECT PROPERTY. ELEV. = 1035.51 FOUND MONUMENT SET MONUMENT MARKED ELECTRIC METER LIGHT AIR CONDITIONER GUY ANCHOR HANDICAP STALL UTILITY POLE POST SIGN STORM SEWER FLARED END SECTION TELEPHONE PEDESTAL ELECTRIC TRANSFORMER GAS METER OVERHEAD WIRE CHAIN LINK FENCE IRON FENCE WIRE FENCE WOOD FENCE SETBACK LINE RESTRICTED ACCESS BUILDING LINE BUILDING CANOPY BITUMINOUS SURFACE CONCRETE SURFACE LANDSCAPE SURFACE LEGEND STANDARD DUTY ASPHALT PAVING WATERMAIN SANITARY SEWER FORCEMAIN (SAN.) TELEPHONE PEDESTAL CONCRETE CURB EASEMENT LINE SUBJECT PROPERTY OUTLOT A, TIMBERCREST AT LAKEVILLE 9TH ADDITION, DAKOTA COUNTY, MINNESOTA. 1.SUBJECT PROPERTY IDENTIFICATION NUMBER IS 22-76708-00-010. 2.THE GROSS LAND AREA OF THE SUBJECT PROPERTY IS 2.033 ACRES OR 88,558 SQUARE FEET. 1.SURVEY COORDINATE BASIS: DAKOTA COUNTY COORDINATE SYATEM NAD 83 (1986) 2.FIELD WORK WAS COMPLETED ON 01/31/2022. 3.THE PROPERTY ADDRESS IS 18400 ORCHARD TRAIL. 4.THE SUBJECT PROPERTY LIES WITHIN ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER FEMA, FIRM MAP NO. 27037C0191E DATED 12/02/2011. PROPERTY SUMMARY SURVEY NOTES BLOCK 1 LOT 1 NO DATE BY CKD APPR SHEET Date License # Print Name: DRAWN BYSTATE AID PROJECT NO. STATE PROJECT NO. COUNTY PROJECT NO. DESIGNED BY CHECKED BY I hereby certify that this plan, survey, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. PROJECT NO.CITY PROJECT NO.REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek22.0S (LMS TECH) | LANCE CAPISTRANT | 4/8/2022 9:03:36 AML:\PROJECTS\50357\CAD\SURVEY\50357-PPLAT.DWG:1TM CROWLEY & ASSOCIATES PETSUITES TIMBERCREST PRELIMINARY LAKEVILLE50357 LCC MRS Mark R. Salo 04/08/2022 43933 DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 43933 UNLESS OTHERWISE NOTED. DENOTES 1/2 INCH IRON MONUMENT MARKED BY LICENSE NO. 43933 FOUND, UNLESS OTHERWISE INDICATED. 0 NORTH SCALE IN FEET 40 80 THE ORIENTATION OF THIS BEARING SYSTEM IS BASED UPON THE SOUTH LINE OF OUTLOT A, TIMBERCREST AT LAKEVILLE 9TH ADDITION HAVING AN ASSUMED BEARING OF SOUTH 89 DEGREES 54 MINUTES 54 SECONDS WEST. OUTLOT A, TIMBERCREST AT LAKEVILLE 9TH ADDITION, DAKOTA COUNTY, MINNESOTA, ACCORDING TO THE RECORDED PLAT THEREOF, DAKOTA COUNTY, MINNESOTA. TORRENS PROPERTY TO BE PLATTED AS LOT 1, BLOCK 1, TIMBERCREST AT LAKEVILLE 10TH ADDITION. PROPOSED LOT 1, BLOCK 1 = 2.033 ACRES OR 88,558 SQUARE FEET 1.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. 2.THE BEARING SYSTEM IS BASED ON THE DAKOTA COUNTY COORDINATE SYSTEM, NAD83 (1986 ADJUST). 3.THE PROPERTY ADDRESS IS 18400 ORCHARD TRAIL. PROPERTY IDENTIFICATION NUMBER IS 22-76708-00-010. PROPERTY SUMMARY DEVELOPMENT NOTES DESCRIPTION VICINITY MAP SITE SECTION 13, TOWNSHIP 114N, RANGE 21W, DAKOTA COUNTY, MINNESOTA NOT TO SCALE 185TH ST (C.S.A.H. NO. 60)C.P . RR ORCH A R D TR. PRELIMINARY PLAT 1/1 BLOCK 1 LOT 1 DENOTES 1/2 INCH IRON MONUMENT MARKED BY LICENSE NO. 43933 FOUND, UNLESS OTHERWISE INDICATED. 0 NORTH SCALE IN FEET 40 80 KNOW ALL PERSONS BY THESE PRESENTS: That Avalon-Timbercrest I, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Dakota, State of Minnesota: Outlot A, TIMBERCREST AT LAKEVILLE 9TH ADDITION, Dakota County, Minnesota, according to the recorded plat thereof, Dakota County, Minnesota. Has caused the same to be surveyed and platted as TIMBERCREST AT LAKEVILLE 10TH ADDITION and does hereby dedicate to the public for public use the the drainage and utility easements as created by this plat. In witness whereof said Avalon-Timbercrest I, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _______ day of _________________, 20______. Signed: Avalon-Timbercrest I, LLC Barbara Van Auken, Executive Vice President STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this day of , 20 , by Barbara Van Auken as Executive Vice President of Avalon-Timbercrest I, LLC, on behalf of the limited liability company. Notary Public, County, Notary Printed Name My Commission Expires I Mark R. Salo do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.1, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Mark R. Salo, Licensed Land Surveyor, Minnesota License No. 43933 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 , by Mark R. Salo. Notary Public, County, Minnesota Notary Printed Name My Commission Expires CITY COUNCIL, CITY OF LAKEVILLE, COUNTY OF DAKOTA, STATE OF MINNESOTA This plat was approved by the City Council of Lakeville, Minnesota this day of , 20 , and hereby certifies compliance with all requirements as set forth in Minnesota Statues, Section 505.03, Subd. 2. By: By: Mayor Clerk COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 . By: Todd B. Tollefson, Dakota County Surveyor COUNTY BOARD, COUNTY OF DAKOTA, STATE OF MINNESOTA We do hereby certify that on the 5th day of May, 2020, the Board of Commissioners of Dakota County, Minnesota approved this plat of TIMBERCREST AT LAKEVILLE 10TH ADDITION, and said plat is in compliance with the provisions of Minnesota Statutes, Section 503.03 Subd. 2 and pursuant to the Dakota County Contiguous Plat Ordinance. By: Attest: Chair, Dakota County Board Dakota County Treasurer – Auditor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 . By: Amy A. Koethe, Director, Department of Property Taxation and Records COUNTY REGISTRAR OF TITLES, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of TIMBERCREST AT LAKEVILLE 10TH ADDITION was filed in the office of the Registrar of Titles for public record on this day of , 20 , at o'clock .M., and was duly filed in Book of Plats, Page as Document Number . By: Amy A. Koethe, Registrar of Titles TIMBERCREST AT LAKEVILLE 10TH ADDITION ENGINEERING, PLANNING AND LAND SURVEYING SAMBATEK, INC. THE ORIENTATION OF THIS BEARING SYSTEM IS BASED UPON THE SOUTH LINE OF OUTLOT A, TIMBERCREST AT LAKEVILLE 9TH ADDITION HAVING AN ASSUMED BEARING OF SOUTH 89 DEGREES 54 MINUTES 54 SECONDS WEST. VICINITY MAP SITE SECTION 13, TOWNSHIP 114N, RANGE 21W, DAKOTA COUNTY, MINNESOTA NOT TO SCALE 185TH ST (C.S.A.H. NO. 60)C.P . RR ORC H A R D TR. C.S.A.H. NO. 60 (185TH STREET W.) ST-1 ST-3 BLOCK 1 LOT 1 EXISTING STORMWATER BASIN 100-YR HWL=1056.2 PROPOSED BUILDING 11,000 S.F. FFE=1063.5 15 12 INFILTRATION BAIN BOT:1056.00 100-YEAR HWL:1058.56 10-YEAR HWL: 1057.85 5' PARKING SETBACK10' BUILDING SETBACK5' PARKING SETBACK 10' BUILDING SETBACK15' PARKING SETBACK10' BUILDING SETBACK 5' PARKING SETBACK 30' BUILDING SETBACKFUTURE UNDERGROUND POND LOCATION FUTURE PROOF OF PARKING TRASH ENCLOSURE B B B F G G H J I B F CC 18.0'24.0'18.0'9.0'R5.0'R5. 0 'R15.0'R 5 . 0 'R5.0'R30.0'B 7.0'14 14 E E END BEGIN 83.5'70.1'90.0'G 100-YEAR HWL 10-YEAR HWL POND BOTTOM NOT FO R C O N S T R U C TI O N NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek22.0S (LMS TECH) | JOSEPH BAILEY | 1/18/2023 12:52:54 PML:\PROJECTS\50357\CAD\CIVIL\SHEETS\C3.01-SITE PLAN.DWG:C3.01 SITE PLANPETSUITES LAKEVILLE PRELIMINARY LAKEVILLE50357 RM JRM JDB Joseph Bailey 12/19/2022 58645 1 04/08/2022 PRELIMINARY SUBMITTAL 2 08/11/2022 PRELIMINARY RESUBMITTAL 3 12/19/2022 PRELIMINARY RESUBMITTAL 3 01/20/2023 PRELIMINARY RESUBMITTAL SCALE IN FEET 0 4020 NORTH THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. A.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS) B.B-612 CONCRETE CURB AND GUTTER C.PET PLAY AREA (SEE ARCHITECTURAL PLANS FOR DETAIL) D.CONCRETE APRON E.FLAT CURB SECTION F.CONCRETE SIDEWALK G.SEGMENTAL BLOCK RETAINING WALL H.ACCESSIBLE RAMP I.ACCESSIBLE STALL STRIPING KEY NOTES CONCRETE CURB EASEMENT LINE BUILDING LINE RETAINING WALL WETLAND TREE LINE SAW CUT LINE SIGN PROPOSED EXISTING LEGEND BOLLARD REGULAR PARKING STALL COUNT## 1 KEYNOTE HEAVY DUTY ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) BOUNDARY LINE AREA SITE AREA IMPERVIOUS AREA INFILTRATION BASIN AREA PARKING REQUIRED (B-3 = 1 STALLS/200 SF) PROPOSED PARKING PROOF OF PARKING TOTAL PARKING PROVIDED SETBACKS BUILDING SETBACKS FRONT YARD REAR YARD SIDE YARD PARKING SETBACKS FRONT YARD REAR YARD SIDE YARD ZONING EXISTING ZONING PROPOSED ZONING ZONING STANDARDS DEVELOPMENT SUMMARY COMMERCIAL 88,426 SF 2.03 AC 30,492 SF 0.70 AC 4,845 SF 0.12 AC 55 28 27 55 30 FT 10 FT 10 FT 15 FT 5 FT 5 FT PUD PUD C-3, GENERAL COMMERCIAL STANDARD DUTY ASPHALT PAVING SITE DEVELOPMENT NOTES 1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. COORDINATE WITH GRADING CONTRACTOR. 4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7.SEE ARCHITECTURAL PLANS FOR PYLON AND/OR MONUMENT SIGN DETAILS 8.LIGHT STANDARD LOCATIONS ARE FOR REFERENCE ONLY, SITE LIGHTING PLAN IS DESIGN BUILD BY CONTRACTOR. CONTRACTOR SHALL CONFIRM LIGHT STANDARD LOCATION WITH LIGHTING VENDOR. OR SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. 9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 10.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE HAVE BEEN DESIGNED WITH A MAXIMUM LONGITUDINAL SLOPE OF 4.5%, AND A MAXIMUM CROSS SLOPE OF 1.5%. THIS IS LESS THAN THE ADA CODE MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.00% (1:50). THE MAXIMUM DESIGN SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE IS 1.5%, LESS THAN THE ADA CODE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE OF 2.00% (1:50). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 12.STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. CIVIL 3D MODEL LIMITATIONS SAMBATEK'S DELIVERABLE AND GOVERNING DOCUMENTS FOR CONSTRUCTION SHALL BE A HARD COPY AND/OR PDF PLAN SHEETS. IF A CIVIL 3D MODEL IS GENERATED IN THE PROCESS OF PREPARING THE PLAN SHEETS, IT IS AS A DESIGN TOOL ONLY AND NOT AS A SEPARATE DELIVERABLE. AT THE OWNER'S REQUEST, WE WILL RELEASE OUR CIVIL 3D MODEL FOR THE CONTRACTOR'S USE. HOWEVER, ITS USE IS AT THE CONTRACTOR'S RISK AND SHALL NOT BE USED FOR STAKING OF CURB, SIDEWALK, OR OTHER HARD SURFACE IMPROVEMENTS. IF A CIVIL 3D MODEL FOR STAKING HARD SURFACE IMPROVEMENTS IS REQUIRED, WE CAN PROVIDE A SUPPLEMENTAL AGREEMENT FOR REFINEMENT AND PREPARATION OF THE CIVIL 3D MODEL. DEVELOPMENT NOTES SITE PLAN C3.01 J. ACCESSIBLE PARKING SIGN K. TRANSFORMER L. B-412 CONCRETE CURB AND GUTTER C.S.A.H. NO. 60 (185TH STREET W.) ST-1 ST-3 BLOCK 1 LOT 1 EXISTING STORMWATER BASIN 100-YR HWL=1056.2 PROPOSED BUILDING 11,000 S.F. FFE=1063.5 INFILTRATION BAIN BOT:1056.00 100-YEAR HWL:1058.56 10-YEAR HWL: 1057.85 EOF1061.26EOF1061.88EOF1061.95-2 .87%-2.23%-4.22% -4.54% -3.14% -2. 3 6 % -1. 4 2 % -1.76%-1.75%-1.75%-1.75%-1.00%-1.00%-1.00%-1.23% -1.06% -1.55% -1.65% 1062.10 1062.35 1061.86 1061.26 1063.08 1061.82 1061.95 1062.51 1062.50 1062.50 1063.17 T/W: 1063.31 B/W: 1051.42 T/W: 1063.31 B/W: 1045.43 T/W: 1062.02 B/W: 1038.50 T/W: 1062.39 B/W: 1038.54 T/W: 1063.75 B/W: 1039.18 1061.63 1061.11 1061.10 1061.38 1061.64 1061.80 1062.28 1062.43 1062.69 1063.40 1063.40 1063.401063.08 1063.40 1062.90 1062.81 1062.52 1063.08 1063.08 1062.83 1061.50 1061.92 1062.16 1062.15 1062.02 1061.96 1062.01 1057.26 1059.25 1059.25 1059.25 1060.00 1058.55 1063.50 1063.50 1063.50 1063.39 1063.50 1063.43 1063.33 1063.50 1063.43 1063.34 1063.35 1063.50 1063.43 1063.26 T/W: 1063.46 B/W: 1046.45 T/W: 1063.00 B/W: 1062.09 T/W: 1063.34 B/W: 1056.32 T/W: 1062.09 B/W: 1062.09 T/W: 1063.31 B/W: 1059.04 T/W: 1062.80 B/W: 1038.50 T/W: 1059.61 B/W: 1057.79 T/W: 1060.50 B/W: 1059.48 T/W: 1061.83 B/W: 1061.78 T/W: 1062.92 B/W: 1055.31 T/W: 1062.47 B/W: 1062.14T/W: 1062.31 B/W: 1062.28 T/W: 1062.47 B/W: 1061.65 T/W: 1062.47 B/W: 1060.15 1063.41 1063.29 1063.07 1063.17 1063.07 1063.17 1063.07 EOF1058.501060 1057 1057 1058 1059 1061 10621062 10621062106210621055 1060 10541056 1057 1058 1059 1061 1062 1063 10451050104610471048104910511035103610371038 1040 1045 1050 1055 1060 10601 0 6 0 1039 1041 1042 1043 1044 1046 1047 1048 1049 1051 10521053 1054 1056 10571058 1059 10 5 9 105910611060105810591056 1057 1058 1058 1059 1059 106 0 1058 1059 106 1 10 6 2 10 6 3 10 6 3 1040103910411042104310441053 1052 1051 1063 1062 106 1 106 01059 1 0 6 2 106310621058 1060 1056 1057 1058 1059 1061 1 0 6 2 1 0 6 3 NOT FO R C O N S T R U C TI O N NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek22.0S (LMS TECH) | JOSEPH BAILEY | 1/18/2023 3:30:00 PML:\PROJECTS\50357\CAD\CIVIL\SHEETS\C4.01-GRADING PLAN.DWG:C4.01 GRADING PLANPETSUITES LAKEVILLE PRELIMINARY LAKEVILLE50357 RM JRM JDB Joseph Bailey 12/19/2022 58645 1 04/08/2022 PRELIMINARY SUBMITTAL 2 08/11/2022 PRELIMINARY RESUBMITTAL 3 12/19/2022 PRELIMINARY RESUBMITTAL 3 01/20/2023 PRELIMINARY RESUBMITTAL SCALE IN FEET 0 4020 NORTH THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GRADING PLAN C4.01 PROPERTY LINE CONCRETE CURB BUILDING LINE RETAINING WALL TREE LINE HEAVY DUTY ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) PROPOSED EXISTING LEGEND SOIL BORING999.9 ST # STORM SEWER DRAINTILE WETLAND LIMITS 800 SPOT ELEVATIONS RIPRAP EOF 902.5 OVERFLOW ELEV. STANDARD DUTY ASPHALT PAVINGLIMITS OF DISTURBANCE GRADING NOTES SEE GRADING NOTES C4.02 INFILTRATION BASIN CONSTRUCTION NOTES SEE INFILTRATION BASIN CONSTRUCTION NOTES C4.02 BENCHMARKS 1.THE VERTICAL DATUM IS BASED ON NAVD88. BENCHMARK #1 TNH IN R.O.W. NEAR SW CORNER OF SUBJECT PROPERTY. ELEV. = 1043.84 BENCHMARK #2 TNH IN R.O.W. SOUTH OF SUBJECT PROPERTY. ELEV. = 1035.51 N. LINE DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 385 C.S.A.H. NO. 60 (185TH STREET W.) ST-1 ST-3 BLOCK 1 LOT 1 EXISTING STORMWATER BASIN 100-YR HWL=1056.2 IP1 IP1 E1 28,021 SF E4 4,335 SF E3 19,059 SF E2 37,128 SF E5 10,086 SF NOT FO R C O N S T R U C TI O N NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek22.0S (LMS TECH) | JOSEPH BAILEY | 1/18/2023 3:28:33 PML:\PROJECTS\50357\CAD\CIVIL\SHEETS\C5.01-EROSION PLAN.DWG:C5.01 PHASE IPETSUITES LAKEVILLE PRELIMINARY LAKEVILLE50357 RM JRM JDB Joseph Bailey 12/19/2022 58645 1 04/08/2022 PRELIMINARY SUBMITTAL 2 08/11/2022 PRELIMINARY RESUBMITTAL 3 12/19/2022 PRELIMINARY RESUBMITTAL 3 01/20/2023 PRELIMINARY RESUBMITTAL SCALE IN FEET 0 4020 NORTH THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PHASE I EROSION CONTROL C5.01 THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 1,000 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP-1)UNIT 2 INLET PROTECTION DEVICE (IP-2)UNIT 0 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS PROPOSED EXISTING LEGEND NOTE TO CONTRACTOR EROSION CONTROL MATERIALS QUANTITIES CONCRETE CURB STORM SEWER DRAINTILE CONTOUR RIPRAP OVERFLOW ELEV.EOF 902.5 BIO-ROLL SILT FENCE SILT DIKE LIMITS OF DISTURBANCE SOIL BORINGS DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICEIP1 TEMPORARY SEDIMENT BASINSB TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPP) TSM TEMPORARY STORAGE AND PARKING AREATS TEMPORARY STONE CONSTRUCTION ENGRANCE PROPOSED BUILDING 11,000 S.F. FFE=1063.5 INFILTRATION BAIN BOT:1056.00 100-YEAR HWL:1058.56 10-YEAR HWL: 1057.85 N. LINE DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 385 C.S.A.H. NO. 60 (185TH STREET W.) ST-1 ST-3 BLOCK 1 LOT 1 EXISTING STORMWATER BASIN 100-YR HWL=1056.2 6" C900WATER SERVICE6" C 9 0 0 WA T E R S E R V I C E 8"x6" REDUCER 6" 5.625° BEND 6" 11.25° BEND 6" 45° BEND (2)6" BUILDING CONNECTION 6" 2.813° BEND 6" 5.625° BEND 6" 11.25° BEND 6" 45° BEND 6" C900 WATER SERVICE BUILDING CONNECTION IE=1057.39 W SMH-102 RE=1062.67 IE=1057.23 E IE=1057.13 N SMH-101 RE=1062.24 IE=1056.69 S IE=1056.69 E IE=1056.59 NW EX SMH 100 CORE AND DRILL CONNECTION RE=1062.26 IE=1055.90 SE EX. IE=1055.80 NW 69 LF - 8'' PVC SDR 26" @ 1.00% 44 LF - 8'' PVC SDR 26" @ 1.00% 16 LF - 8'' PVC SDR 26" @ 1.00% SMH-105 RE=1063.35 IE=1058.16 N 79 LF - 6'' PVC SCH 40"@ 0.50%SMH-104 RE=1063.33 IE=1057.77 S IE=1057.67 NW 28 LF - 6'' PVC SCH 40" @ 0.50% SMH-103 RE=1063.07 IE=1057.53 SE IE=1057.43 W 148 LF - 6'' PVC SCH 40" @ 0.50% CBMH-101 W/4' SUMP & SAFL RE=1061.50 IE=1057.63 S IE=1057.63 E CBMH-102 RE=1061.11 IE=1058.16 S IE=1058.16 N CBMH-103 RE=1061.10 IE=1058.40 N OCS 201 (SEE DETAIL 03, SEE SHEET C9.03) RE=1059.05 IE=1057.20 SW IE=1057.20 NE SEE DETAIL SHEET C9.03 FOR POND CROSS SECTION AND SOIL CORRECTION INFORMATION EX MH-202 CORE AND DRILL CONNECTION RE=1058.21 IE=1056.61 SW EX. IE=1056.61 W,SE FES-100 IE=1057.20 W 51 LF - 12'' HDPE @ 0.47% 55 LF - 15'' HDPE @ 0.78% 6 LF - 12'' HDPE @ 0.00% 19 LF - 12'' HDPE @ 3.07% 67 LF - 15'' HDPE @ 0.78% FES-300 IE=1058.00 S 8 LF - 12'' HDPE @ 2.44% STMH-301 RE=1059.81 IE=1058.21 S IE=1058.21 N 49 LF - 12'' HDPE @ 1.35% CBMH-302 RE=1063.35 IE=1058.88 S IE=1060.09 W IE=1058.88 N 23 LF - 12'' HDPE @ 0.50% FES-200 IE=1057.20 NEFES-400 IE=1057.20 S STMH-401 RE=1063.39 IE=1057.40 W IE=1057.40 E IE=1057.40 S IE=1057.40 N RD 3 IE=1057.41 N WYE 4 RE=1058.13 IE=1057.56 W IE=1057.56 S IE=1057.56 E RD 4 IE=1057.57 N WYE 5 RE=1063.39 IE=1057.73 S IE=1057.73 E RD 5 IE=1057.74 N RD 6 IE=1060.25 E RD 7 IE=1060.25 E RD 8 IE=1060.25 E RD 9 IE=1060.25 E WYE 2 RE=1058.10 IE=1057.53 E IE=1057.53 S IE=1057.53 W RD 2 IE=1057.54 N WYE 1 RE=1063.40 IE=1057.69 S IE=1057.69 W RD 1 IE=1057.70 N WYE 7 RE=1060.71 IE=1058.99 S IE=1060.09 W IE=1058.99 N WYE 8 RE=1060.81 IE=1059.11 S IE=1060.19 W IE=1059.11 N STMH-303 RE=1063.51 IE=1060.09 W IE=1059.22 N 23 LF - 12'' HDPE @ 0.50% 34 LF - 6" PVC SCH40 @ 0.50% 32 LF - 6" PVC SCH40 @ 0.50% 27 LF - 6" PVC SCH40 @ 0.50% 31 LF - 6" PVC SCH40 @ 0.50% 23 LF - 12'' HDPE @ 0.50%41 LF - 6" PVC SCH40@ 0.50%NOT FO R C O N S T R U C TI O N NO DATE BY CKD APPR SHEET OF Date License # Print Name: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. DRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek22.0S (LMS TECH) | JOSEPH BAILEY | 1/20/2023 4:02:01 PML:\PROJECTS\50357\CAD\CIVIL\SHEETS\C6.01-UTILITY PLAN.DWG:C6.01 UTILITY PLANPETSUITES LAKEVILLE PRELIMINARY LAKEVILLE50357 RM JRM JDB Joseph Bailey 12/19/2022 58645 1 04/08/2022 PRELIMINARY SUBMITTAL 2 08/11/2022 PRELIMINARY RESUBMITTAL 3 12/19/2022 PRELIMINARY RESUBMITTAL 3 01/20/2023 PRELIMINARY RESUBMITTAL SCALE IN FEET 0 4020 NORTH THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. UTILITY PLAN C6.01 PROPOSED EXISTING LEGEND SANITARY SEWER FORCEMAIN (SAN.) STORM SEWER DRAINTILE WATERMAIN UNDERGROUND GAS LINE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC CONCRETE CURB EASEMENT LINE UTILITY CONSTRUCTION NOTES UTILITY CONSTRUCTION NOTES 1.THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. a.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIRMENTS, INCLUDING BUT NOT LIMITED TO CITY, DEPARTMENT OF LABOR AND INDUSTRY AND MINNESOTA DEPARTMENT OF HEALTH REQUIREMENTS. b.CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. c.A MINIMUM VERTICAL SEPARATION OF 18 INCHES, AND HORIZONTAL SEPARATION OF 10-FEET, BETWEEN OUTSIDE PIPE AND/OR STRUCTURE WALLS, IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 2.ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. a.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. b.ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE. i.ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. c.ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, or PVC C-900, UNLESS NOTED OTHERWISE. i.ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN. ii.PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY STANDARDS. d.ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATERTIGHT GASKETS, UNLESS NOTED OTHERWISE. i.ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. e.RIP RAP SHALL BE Mn/DOT CLASS 3. 3.COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. 4.ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED. 5.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 6.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 7.ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: BRAUN INTERTEC ADDRESS: 11001 HAMPSHIRE AVENUE S, MINNEAPOLIS, MN 55438 PHONE:(952) 995-2000 DATE:03/08/2022 CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. 9.CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO SAMBATEK. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW. 10.CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. PROPOSED BUILDING 11,000 S.F. FFE=1063.5 15 12 5' PARKING SETBACK10' BUILDING SETBACK5' PARKING SETBACK 10' BUILDING SETBACK15' PARKING SETBACK10' BUILDING SETBACK 5' PARKING SETBACK 30' BUILDING SETBACKFUTURE UNDERGROUND POND LOCATION FUTURE PROOF OF PARKING C.S.A.H. NO. 60 (185TH STREET W.) EXISTING STORMWATER BASIN 100-YR HWL=1056.2 1501 1502 1503 1504 1505 1506 1507 1508 1509 1510 1511 1512 1513 1514 15151516 1517 1518 1519 1520 15211522 1523 1524 1525 1526 1527 1528 1529 1530 1531 1532 1533 1534 1535 1536 1537 1538 1539 1540 1541 1542 1543 1544 1545 1546 1547 1548 1549 1550TPTP NOT FO R C O N S T R U C TI O N NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. PROJECT NO.REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek22.0S (LMS TECH) | JOSEPH BAILEY | 8/5/2022 2:36:16 PML:\PROJECTS\50357\CAD\CIVIL\SHEETS\L0.01 TREE PRES PLAN.DWG:L0.01 TREE PRESERVATION PLANDATE ISSUED PETSUITES LAKEVILLE PRELIMINARY LAKEVILLE50357 1 04/08/2022 PRELIMINARY SUBMITTAL 2 08/11/2022 PRELIMINARY RESUBMITTAL 3 12/19/2022 PRELIMINARY RESUBMITTAL 3 01/20/2023 PRELIMINARY RESUBMITTAL SCALE IN FEET 0 4020 NORTH THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. TREE PRESERVATION PLAN L0.01 1. Tree Replacement Policy: 2. 1. Responsibility Of Subdividers And Builders: Subdividers and builders shall be required to replace the significant trees which were indicated on the tree preservation plan to be saved but ultimately were destroyed or damaged. The subdivider and builder shall be required to replace each of the significant trees destroyed or damaged with two (2) replacement trees. Replacement trees must consist of nursery stock and be no less than the following sizes: 3. a. Deciduous trees: No less than two and one-half inches (21/2") in diameter. 4. b. Coniferous trees: No less than eight feet (8') high as measured from the top of the ball to the bottom of the leader branch. 5. 2. Identified Trees: Replacement trees shall be limited to those specified in appendix B of the Lakeville corridor and gateway design study, adopted on August 2, 1999, or as recommended in the management plan for the South Creek and tributary channel corridors, or as approved by the zoning administrator in accordance with established city policy. LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED LAKEVILLE TREE PRESERVATION CODE WETLAND LIMITS TREELINE CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN TPTREE PROTECTION FENCE LIMITS OF DISTURBANCE D S LS RIPRAP CALCULATIONS EXISTING TREES *SEE L1.01 FOR TREE REPLACEMENTS REPLACEMENTS REQUIRED *12 REMOVED 6 TREE TO BE REMOVED Tag DBH Species Status 1501 13 Cottonwood (Populus deltoides)REMOVE 1502 8 Cottonwood (Populus deltoides)REMOVE 1503 6 Cottonwood (Populus deltoides)REMOVE 1504 9 Cottonwood (Populus deltoides)REMOVE 1505 7 Cottonwood (Populus deltoides)PRESERVE 1506 8 Cottonwood (Populus deltoides)PRESERVE 1507 7 Cottonwood (Populus deltoides)PRESERVE 1508 11 Cottonwood (Populus deltoides)PRESERVE 1509 9 Cottonwood (Populus deltoides)PRESERVE 1510 10 Cottonwood (Populus deltoides)PRESERVE 1511 7 Cottonwood (Populus deltoides)PRESERVE 1512 8 Cottonwood (Populus deltoides)PRESERVE 1513 7 Cottonwood (Populus deltoides)REMOVE 1514 7 Cottonwood (Populus deltoides)REMOVE 1515 9 Swamp White Oak (Quercus bicolor)PRESERVE 1516 7 Swamp White Oak (Quercus bicolor)PRESERVE 1517 20 Pin Oak (Quercus ellipsoidalis)PRESERVE 1518 19 Pin Oak (Quercus ellipsoidalis)PRESERVE 1519 20 Pin Oak (Quercus ellipsoidalis)PRESERVE 1520 21 Pin Oak (Quercus ellipsoidalis)PRESERVE 1521 14 Pin Oak (Quercus ellipsoidalis)PRESERVE 1522 16 Pin Oak (Quercus ellipsoidalis)PRESERVE 1523 6 Swamp White Oak (Quercus bicolor)PRESERVE 1524 27 Pin Oak (Quercus ellipsoidalis)PRESERVE 1525 25 Swamp White Oak (Quercus bicolor)PRESERVE 1526 10 Swamp White Oak (Quercus bicolor)PRESERVE 1527 12 Pin Oak (Quercus ellipsoidalis)PRESERVE 1528 9 Pin Oak (Quercus ellipsoidalis)PRESERVE 1529 13 Pin Oak (Quercus ellipsoidalis)PRESERVE 1530 9 Red Oak (Quercus rubra)PRESERVE 1531 19 Pin Oak (Quercus ellipsoidalis)PRESERVE 1532 15 Red Oak (Quercus rubra)PRESERVE 1533 9 Red Oak (Quercus rubra)PRESERVE 1534 16 Pin Oak (Quercus ellipsoidalis)PRESERVE 1535 15 Red Oak (Quercus rubra)PRESERVE 1536 6 Swamp White Oak (Quercus bicolor)PRESERVE 1537 14 Swamp White Oak (Quercus bicolor)PRESERVE 1538 17 Swamp White Oak (Quercus bicolor)PRESERVE 1539 12 Pin Oak (Quercus ellipsoidalis)PRESERVE 1540 13 Swamp White Oak (Quercus bicolor)PRESERVE 1541 10 Green Ash (Fraxinus pennsylvanica)PRESERVE 1542 10 Pin Oak (Quercus ellipsoidalis)PRESERVE 1543 16 Red Oak (Quercus rubra)PRESERVE 1544 14 Swamp White Oak (Quercus bicolor)PRESERVE 1545 6 Swamp White Oak (Quercus bicolor)PRESERVE 1546 14 Pin Oak (Quercus ellipsoidalis)PRESERVE 1547 8 Cottonwood (Populus deltoides)PRESERVE 1548 18 Pin Oak (Quercus ellipsoidalis)PRESERVE 1549 11 Swamp White Oak (Quercus bicolor)PRESERVE 1550 9 Pin Oak (Quercus ellipsoidalis)PRESERVE TREE SCHEDULE PROPOSED BUILDING 11,000 S.F. FFE=1063.5 15 12 INFILTRATION BAIN BOT:1056.00 100-YEAR HWL:1058.56 10-YEAR HWL: 1057.85 5' PARKING SETBACK10' BUILDING SETBACK5' PARKING SETBACK 10' BUILDING SETBACK15' PARKING SETBACK10' BUILDING SETBACK 5' PARKING SETBACK 30' BUILDING SETBACKFUTURE UNDERGROUND POND LOCATION FUTURE PROOF OF PARKING C.S.A.H. NO. 60 (185TH STREET W.) CD 9 23 RRD 13 LH 4 GL 3 KFG LH 3 3 KFG 3 GL 7 KFG 3 LH GL 4 KFG 3 KFG 3KFG 7 LH 3 GL 311 RRD 15 GL9 GL 6 LH GL 6 3 AB WS 1 BS 3 BS 3 1 WS 1 WS GL 4 TPTP1505 1506 1507 1508 1509 1510 1511 1512 1513 15151516 1517 1518 1519 1520 15211522 1523 1524 1525 1526 1527 1528 1529 1530 1531 1532 1533 1534 1535 1536 1537 1538 1539 1540 1541 1542 1543 1544 1545 1546 1547 1548 1549 1550 BF 6 NOT FO R C O N S T R U C TI O N NO DATE BY CKD APPR SHEET OF Date License # Print Name: DRAWN BY DESIGNED BY CHECKED BY I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS REV. COMMENT Engineering | Surveying | Planning | Environmental© 2021 Sambatek22.0S (LMS TECH) | JOSEPH BAILEY | 1/20/2023 3:14:58 PML:\PROJECTS\50357\CAD\CIVIL\SHEETS\L1.01 LANDSCAPE PLAN.DWG:L1.01 LANDSCAPE PLANPETSUITES LAKEVILLE PRELIMINARY LAKEVILLE50357 1 04/08/2022 PRELIMINARY SUBMITTAL 2 08/11/2022 PRELIMINARY RESUBMITTAL 3 12/19/2022 PRELIMINARY RESUBMITTAL 3 01/20/2023 PRELIMINARY RESUBMITTAL SCALE IN FEET 0 4020 NORTH THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. LANDSCAPE PLAN L1.01 Deciduous trees intended for screening shall be planted not more than forty feet (40') apart. Evergreen trees intended for screening shall be planted so that their branches are touching at the narrowest projected mature canopy width. A greenbelt planting strip shall consist of evergreen trees and/or deciduous trees and shrubs and shall be a minimum of twenty feet (20') in width and of a sufficient density to provide a substantially continuous visual screen at maturity of the installed plantings. This planting strip shall be designed to provide continuous visual screening to a minimum height of eight feet (8'). The grade for determining height shall be the grade elevation of the building, parking lot or use for which the screening is providing protection, unless otherwise established by the zoning administrator. The planting plan and type of plantings shall require the approval of the zoning administrator. A fence may also be installed, but not in lieu of the greenbelt. The fence shall be constructed of masonry, brick, vinyl or maintenance free composite materials. Such fence shall provide a solid screening effect and shall be a minimum of six feet (6') in height but shall not exceed eight feet (8') in height. The grade for determining height shall be the grade elevation of the building or use for which the screening is providing protection, unless otherwise established by the zoning administrator. The design and materials used in constructing a required screening fence shall be subject to the approval of the zoning administrator. Fences in excess of eight feet (8') in height shall require an administrative permit subject to the approval of the zoning administrator. Seeding must occur within 48 hours of grading Off Street Parking Areas: All off street parking areas with five (5) or more parking spaces or any parking area within twenty feet (20') of a residential zoning district shall be screened from view as follows: 2. Installation of shade, ornamental and/or evergreen trees at the perimeter of the parking area in accordance with the spacing requirements of subsections A and C of this section. 3. For all commercial and institutional uses, and for those industrial uses abutting a major collector or arterial street, a continuous opaque barrier with a maximum height of thirty six inches (36") shall be provided along the perimeter abutting public rights-of-way and residentially zoned properties that consists of plantings, hedges, decorative or ornamental fences, walls or earth berms or any combination thereof. 4. Landscaping shall be set back two feet (2') from parking stalls to allow parking of vehicles without extending over the landscaped area. LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED LAKEVILLE LANDSCAPE CODE PLANT SCHEDULE WETLAND LIMITS TREELINE CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN TPTREE PROTECTION FENCE LIMITS OF DISTURBANCE D S LS RIPRAP CALCULATIONS TREE REPLACEMENTS (ADDED TO SCREENING AND PARKING LOT SHADE REQUIREMENT AREAS) ADDITIONAL LANDSCAPE TREES PARKING LOT SHRUB SCREEN AND FOUNDATION PLANTINGS **DETERMINED BY CITY NOTE: shrub plantings for minimum height at the time of planting of 18 to 24 inches for low growing shrubs and 24 inches to 36 inches for tall growing shrubs as required b y Zoning Ordinance 11-21-7 PROPOSED 12 6 85 REQUIRED 12 ** ** TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY AB Acer freemanii `Autumn Blaze` / Autumn Blaze Maple B & B 2.5"Cal 3 WS Betula papyrifera `Whitespire` / Whitespire Birch B & B 2.5"Cal 3 CONIFERS CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY BF Abies balsamea / Balsam Fir B & B 8`6 BS Picea glauca densata / Black Hills Spruce B & B 8`6 SHRUBS CODE BOTANICAL / COMMON NAME CONT CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 9 LH Hydrangea paniculata `Jane` / Little Lime Hydrangea 5 gal 28 GL Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 5 gal 48 GRASSES CODE BOTANICAL / COMMON NAME CONT KFG Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 1 gal 26 PERENNIALS CODE BOTANICAL / COMMON NAME CONT RRD Hemerocallis x `Rosy Returns` / Daylily 1 gal 34 GROUND COVERS CODE BOTANICAL / COMMON NAME CONT 33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed 35-241 MNDOT Seed Mix 35-241 / Mesic Prairie General Seed TUR HIG Turf Sod Highland Sod / Sod Sod PLANT SCHEDULE T TT T T 25 TTT T 1 2 3 4 5 B A JOB NO. D C ISSUED FOR: PERMIT RECORD CONSTRUCTION BID SITE ID NO. PROTOTYPE: 2022155.06PETSUITES OF AMERICATBDLAKEVILLE, MN 55044- - - - 1913 GPD GROUP, INC.® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 -12.16.22 CUP SUBMITTALHOMEBASE 2022 Q2 REV.DATEDESCRIPTIONDrawing Name: O:\2022\2022155 PetSuites\06_Lakeville, MN (TMC)\4_Working Files\00_CAD\00_Dwg\6-PROPOSED OUTDOOR CANOPY LAYOUT\265_A6.0 EXTERIORELEVATIONS.dwg---- - akolesarDESIGNERPROJECT MANAGER A6.0EXTERIOR ELEVATIONS NRV PCS T TT T T 1 2 3 4 5 B A JOB NO. D C ISSUED FOR: PERMIT RECORD CONSTRUCTION BID SITE ID NO. PROTOTYPE: 2022155.06PETSUITES OF AMERICATBDLAKEVILLE, MN 55044- - - - 1913 GPD GROUP, INC.® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 -12.16.22 CUP SUBMITTALHOMEBASE 2022 Q2 REV.DATEDESCRIPTIONDrawing Name: O:\2022\2022155 PetSuites\06_Lakeville, MN (TMC)\4_Working Files\00_CAD\00_Dwg\6-PROPOSED OUTDOOR CANOPY LAYOUT\265_A6.0 EXTERIORELEVATIONS.dwg---- - akolesarDESIGNERPROJECT MANAGER A6.1EXTERIOR ELEVATIONS NRV PCS The colors above are digital renderings of blended Spec-Brik colors. Due to the limitations of the printing process and the im- portance of viewing masonry materials under realistic site lighting conditions, we strongly recommend viewing a sample board before making color selections and using a job site sample panel as the basis for acceptance of the final work. Basalt Blend Chesapeake Blend Delaware Blend St. Cloud Blend Gardner Blend Dixon Blend Stanton Blend Flint Blend Houston Blend Philadelphia Blend Jefferson City Blend Panama City Blend Spec-Brik is available in 12 Standard Colors (custom colors are also available) Spec-Brik® Colors Resources for Designers Samples: please contact us at info@concreteproductsgroup.com to arrange delivery of Spec-Brik samples. Design Tools: we offer a variety of design and construction resources for designers, including these manuals: Other Resources: • A full set of construction videos showing how to build single wythe walls with Spec-Brik. • Guide specifications. • Construction Details in .pdf, .dwg and .rvt formats • Construction and design note series. • Detailing Manuals available in interactive pdf formats. • Color Rendering software, Masonry Designer, with Revit plug-in. Please visit our on-line design resource center at https://resources.concreteproductsgroup.com Plw Plw Spec-Brik is a half high (4”x16” nominal face dimension) concrete masonry unit with brick aesthetics that is perfect for partially or fully grouted single wythe walls or veneers. Applications • Single wythe load bearing walls with brick aesthetics. • Concrete masonry veneers with brick aes- thetics (4” unit width) in all Climate Zones. • Double exposed masonry single wythe walls with insulation inserts or foamed in place insulation in Climate Zones 1-2. • Consider Spec-Brik HI-R-H pre-insulated ma- sonry for use in all climate zones. • Exterior exposed masonry single wythe walls with interior insulation, furring and wall- board in all Climate Zones. Features • ASTM C90 - Load Bearing Masonry • Double exposed masonry with brick aesthet- ics for durable architectural finishes inside and out. • Suitable for either full or partial grout con- struction. • May be constructed as a fully grouted wall to increase fire resistance up to in excess of four hour rating. • Made with integral water repellent and optional Water Control Technology web design for superior moisture penetration resistance. Construction Efficiency • Much more efficient and cost-effective than constructing clay brick walls with frame, masonry or other back-up walls • Utilities (plumbing and electrical) readily fit in unit cores and horizontal voids. • Offered in 4”, 6”, 8”, 10” and 12” widths and a variety of fittings. Aesthetics • Scale: 4”x16” face dimension • Colors: Available in 12 standard brick blend colors; consistent nationwide. Spec-Brik 1 2 3 4 5 B A JOB NO. D C ISSUED FOR: PERMIT RECORD CONSTRUCTION BID SITE ID NO. PROTOTYPE: 2022155.06PETSUITES OF AMERICATBDLAKEVILLE, MN 55044- - - - 1913 GPD GROUP, INC.® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2102 -12.16.22 CUP SUBMITTALHOMEBASE 2022 Q2 REV.DATEDESCRIPTIONDrawing Name: O:\2022\2022155 PetSuites\06_Lakeville, MN (TMC)\4_Working Files\00_CAD\00_Dwg\6-PROPOSED OUTDOOR CANOPY LAYOUT\215_A2.0B FLOOR PLAN.dwg---- - akolesarDESIGNERPROJECT MANAGER A2.0FLOOR PLANNRV AMK PAGE 1 OF 1Date:4/8/2022Scale: AS NOTEDRevisions# Date CommentsChecked By: JILLDrawn By: JILL BJORNBERG LCGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONWORKPLANE OR FLOOR DEPENDING ON SPACE ACTIVITY.PETSUITESLAKEVILLE, MNLuminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionArr. WattsCalculation SummaryLum. LumensLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinPROPERTY LINEIlluminanceFc0.040.70.0N.A.N.A.sidewalk2AASingle0.880RAYON T348LEDB-84-UNV-40K-T4--TSAM6S-BZ ON 20FT SSS POLE 3FT BASE (IES FILE IlluminanceFcADJUSTED FROM 50K TO 40K)83.890.565.20.0N.A.N.A.DOG RUN AREAIlluminanceFc85571.555.20.46BBSingle0.900RAYON T630LED-30-UNV-40-T4-BZ WALL MOUNTED AT 12FT 28.9732095CCSingle0.900RAYON T630LED-20-UNV-40-T2-BZ WALL MOUNTED AT 12FT 19.3121273.8813.00PARKING LOTIlluminanceFc1.683.00.82.103.75Plan ViewScale: 1 inch= 20 Ft.9x18PROPOSED BUILDING11,000 S.F.FFE=1063.51414HWL:1059.00BOT:1056.00INFILTRATION BAINMH: 12BBCCMH: 12CCMH: 12BBMH: 12BBMH: 12CCMH: 12MH: 12CCCCMH: 12AAMH: 23AAMH: 23BBMH: 12BBMH: 12BBMH: 120.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.00.0 0.00.0 0.00.00.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.30.70.60.30.10.10.10.10.20.60.50.50.20.10.10.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.2 0.5 0.6 0.6 0.6 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.4 0.8 0.9 1.0 0.9 0.9 0.8 0.6 0.3 0.3 0.3 0.2 0.2 0.30.2 0.3 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.00.0 0.1 0.2 0.7 1.1 1.4 1.1 1.1 1.5 1.8 1.7 1.1 1.9 1.0 0.9 0.9 1.01.9 1.0 0.9 0.9 0.9 1.8 0.9 0.7 0.4 0.2 0.1 0.0 0.00.1 0.1 0.5 1.3 2.0 1.9 1.3 1.3 1.8 2.3 3.2 2.3 3.6 1.9 1.2 1.1 2.03.5 1.9 1.2 1.1 2.0 3.6 1.9 1.1 0.5 0.1 0.0 0.0 0.00.1 0.2 0.6 2.4 3.0 2.4 1.5 1.3 1.9 2.9 4.60.9 0.7 0.2 0.1 0.0 0.00.1 0.2 0.6 1.9 2.7 2.1 1.5 1.6 2.4 3.0 2.61.8 1.0 0.3 0.1 0.0 0.00.1 0.1 0.2 0.9 1.5 1.6 1.3 1.6 2.4 2.9 2.93.3 2.0 0.3 0.1 0.0 0.00.0 0.1 0.1 0.5 1.0 1.3 1.3 1.3 2.0 3.0 4.41.8 1.2 0.3 0.1 0.0 0.00.0 0.1 0.1 0.4 1.0 1.2 1.3 1.6 2.1 2.5 2.31.2 1.1 0.2 0.1 0.0 0.00.0 0.1 0.1 0.4 1.0 1.2 1.4 1.6 2.2 2.6 2.01.4 1.1 0.2 0.1 0.0 0.00.0 0.1 0.1 0.6 1.1 1.4 1.3 1.4 1.9 2.3 2.71.7 1.4 0.3 0.1 0.0 0.00.1 0.1 0.3 1.1 1.7 1.7 1.3 1.2 1.7 2.6 4.62.6 1.7 0.3 0.1 0.0 0.00.1 0.2 0.7 2.2 3.0 2.3 1.4 1.3 1.6 2.1 2.6 2.3 5.2 2.2 1.2 1.2 2.15.1 2.2 1.2 1.2 2.1 5.1 2.4 2.5 1.1 0.2 0.1 0.0 0.00.1 0.2 0.7 2.2 2.9 2.3 1.4 1.2 1.3 1.4 1.8 1.5 1.7 1.5 1.3 1.3 1.41.7 1.5 1.3 1.3 1.4 1.7 1.5 1.5 0.9 0.2 0.0 0.0 0.00.1 0.1 0.3 1.1 1.7 1.7 1.2 1.0 0.9 0.8 0.9 0.9 0.7 0.9 0.8 0.7 0.80.6 0.9 0.8 0.7 0.8 0.6 0.8 0.7 0.4 0.1 0.0 0.0 0.00.0 0.1 0.1 0.6 1.0 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.3 0.3 0.3 0.30.2 0.3 0.3 0.2 0.2 0.2 0.3 0.2 0.1 0.1 0.0 0.0 0.00.0 0.0 0.1 0.3 0.7 0.7 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.10.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.4 0.5 0.5 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 fc0.2 fc0.5 fc0.5 fc1 fc1 fcPARKING LOTIlluminance (Fc)Average = 1.68Maximum = 3.0Minimum = 0.8Avg/Min Ratio = 2.10Max/Min Ratio = 3.75DOG RUN AREAIlluminance (Fc)Average = 1.55Maximum = 5.2Minimum = 0.4Avg/Min Ratio = 3.88Max/Min Ratio = 13.00TYPE BB AND CCTYPE AA DIMENSIONS FEATURES 15” SLIM LED AREA/FLOOD T348LED T348LEDPROJECT NAME: COMMENTS: PREPARED BY: CATALOG NO. TYPE:JOB INFORMATION1 of 3 RAYON LIGHTING GROUP, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. (12/20) 1512 N. TAMARIND AVE, COMPTON., 90222 | TEL 323.446.2626 | FAX 323.446.2606 | WWW.RAYONLIGHTING.COM USE OF PRODUCT The intended use of this product is ideal for highways, streets, parking lots, public entrances, and any commercial or industrial applications. HOUSING Rugged die cast aluminum housing with easy access to fixture compartment. FINISH Standard Matt-finished, architectural powdercoat over a precise chromate conversion coating. Consult factory for custom architectural finishes. OPTICS White aluminum reflector is designed for maximum photometric efficiency and optimum light distribution. Rotatable optics available in Type I, II, III, IV or V. Flat glass lens provides impact resistance. Lens sealed by a one- piece silicon gasket which prohibits entrance of outside contaminants. LED High output LEDs offer a minimum estimated operating life of 50,000 hours in 5000K with CRI>83; Efficacy: 119lm/W. LEDs placed on high performance aluminum heatsink for reduced junction temperatures and extended life. DRIVER Durable LED driver operates at 120-277V with 0-10V dimming protocol. Power factor: 0.90; 50 to 60 Hz. Driver protections includes: Output open load, over-current and short-circuit, and over-temperature with auto recovery. -30ºC Min Temp. to 40ºC Max Temp. MOUNTING Fixture pole must be mounted on a concrete base (supplied by others). EPA Effective Projected Area (Sq. Ft.): 0.438 ft^2 Side profile Aerial view Back profile 15” 10-5/8” 10-5/8” 3-3/4” 3-3/4” 2” 15” WEIGHT 9 Lbs LISTINGS/COMPLIANCE • CSA - Listed for wet locations. 40 Watt B2-U0-G2 Type II B1-U0-G1 Type III B1-U0-G1 Type IV B2-U0-G1 58 B2-U0-G2 B1-U0-G2 B1-U0-G2 B3-U0-G1 84 B2-U0-G2 B1-U0-G2 B2-U0-G2 B3-U0-G1 119 B3-U0-G3 B2-U0-G2 B2-U0-G2 B3-U0-G2 Type IV B-U-G Rating ROTATABLEOPTICS ORDERING INFO BZ - BronzeMTO - Made to OrderMGTO- Marine grade made to order T-SERIESLED SERIES OPTIONS WIRELESS CONTROL WATT/LUMENS VOLTAGE COLOR TEMPERATURE FINISH MOUNTINGDISTRIBUTION TYPES 2030405884119 UNV-120V-277V3471 - 347V4801 - 480V 30 - 3000K35 - 3500K40 - 4000K50 - 5000K SBSFTSAM6STSAM10STSAM6RTSAM10RTWMB-SF2 TWMB90-SF2 - Swivel bracket - Slipfitter - 6” Arm mount square pole - 10” Arm mount square pole - 6” Arm mount round pole - 10” Arm mount round pole - Wall mount bracket with slipfitter - Wall mount 90º bracket with slipfitter T1T2T3T4T5 - Type I - Type II - Type III - Type IV - Type V Notes: 1. Step down transformer Required. 2. Requires sliptter. PC1 - Photocell 120VPC2 - Photocell 277VPN - Photocell NEMAMS - Motion Sensor (Bi-Level) HSS - House side shieldBS - Bird Spikes - 20W/2220 - 30W/3330 - 40W/4335 - 58W/6762 - 84W/8756 -119W/12354 LPH - Limelight by Lutron Integral module with PIR sensor and external antennae, - High mounting heightLPM - Limelight by Lutron Integral module with PIR sensor and external antennae - Medium mounting heightLPL - Limelight by Lutron Integral module with PIR sensor and external antennae - Low mounting heightLRF - Limelight by Lutron Integral module with external antennae, RF Only T348LED DIMENSIONS ORDERING INFO FEATURES T630LEDSMALL LED TRAPEZOIDAL CUT-OFF WALL PACK T630LED PROJECT NAME: COMMENTS: PREPARED BY: CATALOG NO. TYPE:JOB INFORMATION1 of 2 RAYON LIGHTING GROUP, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. (02/21) 1512 N. TAMARIND AVE, COMPTON CA 90222 | TEL 323.446.2626 | FAX 323.446.2606 | WWW.RAYONLIGHTING.COM USE OF PRODUCT The intended use of this product is for any outdoor commercial or industrial building accent, pedestrian walkways, public access areas, or recreation areas. HOUSING Rugged die cast aluminum housing with hinged front frame. 1/2” coin plugs with O-rings for conduit & photocell. FINISH Matt-finished, architectural bronze powdercoat over a precise chromate conversion coating. Available in standard dark polyester bronze or consult factory for made to order architectural finishes. OPTICS Specular anodized aluminum reflector with clear tempered glass lens. Lens is sealed by one-piece silicon gasket prohibits entrance of outside contaminants. Available in either Type 3 or Type 5 optical distribution. LED High output LEDs offer a minimum estimated operating life of 50,000 hours in 3000K, 3500K, 4000K, or 5000K with CRI>83. LEDs placed on high performance aluminum heatsink for reduced junction temperatures and extended life. EPA Effective Projected Area (Sq. Ft.): .721 ft^2 (1 fixture), DRIVER Durable and long lasting LED driver operates at 120-277V and boasts a 90% power factor at 50 to 60 Hz with 0-10V Dimming Constant Current. Driver protections includes: Output open load, over-current and short-circuit, and over-temperature with auto recovery. -30ºC Min Temp. to 40ºC Max Temp. Step down transformer may be utilized for 480V or 347V applications. MOUNTING Cast-in template for mounting directly over a 4” recessed outlet box or 1/2” surface conduit. LISTINGS/COMPLIANCE • CSA - Listed for wet location. • Dark Sky Compliant • CEC compliant emergency driver. BZ3 - Bronze MTO4 - Made to order MGTO4 - Marine grade made to order T-SERIES LED Series Watt/lumens Voltage Color Temperature Distribution Types Finish 10 20 30 40 58 - 10W/1083 lm - 20W/2167 lm - 30W/3251 lm - 40W/4335 lm - 58W/6205 lm UNV-120V-277V 3471 - 347V 4801 - 480V 30 - 3000K 35 - 3500K 40 - 4000K 50 - 5000K T1 - Type I T2 - Type II T3 - Type III T4 - Type IV T52- Type V T1 - Type I T2 - Type II T3 - Type III T4 - Type IV T52- Type V T630LED Notes: 1. Step down transformer. 2. Standard distribution type 3. Standard nish. 4. RAL number required. Options PC1 - Photocell 120V PC2 - Photocell 277V WG - Wire guard MS - Motion Sensor (Bi-Level, Integral) EM - Emergency battery (Integral) CEM - Cold pack emergency battery (Integral) SP10 - Surge protection 10KV 9.13” 9.13” 11.38”14.00” Wireless Control LPH - Limelight by Lutron Integral module with PIR sensor and external antennae, - high mounting heightLPM - Limelight by Lutron Integral module with PIR sensor and external antennae - medium mounting heightLPL - Limelight by Lutron Integral module with PIR sensor and external antennae - low mounting heightLRF - Limelight by Lutron Integral module with external antennae, RF Only Jan 25, 2023 - 11:30am - User:dtews \\SAMBATEK-FS1\Projects\PROJECTS\50357\CAD\Survey\Exhibits\50357-VACATION EXHIBIT.dwgDRAWN BY: DESIGNED BY: CHECKED BY: PROJECT NO:Engineering | Surveying | Planning | Environmental ISSUED: REVISION: SHEET REV DATE:50357 DJT MRS 1/25/2023 1PET SUITES TIMBERCREST VACATION EXHIBIT LAKEVILLE, MINNESOTA TM CROWLEY & ASSOCIATES VACATION NORTH SCALE IN FEET 0 60 All drainage and utility easements within Outlot A, TIMBERCREST AT LAKEVILLE 9TH ADDITION as created on said plat. DESCRIPTION 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 January 9, 2023 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: TIMBERCREST OF LAKEVILLE 10TH ADDITION The Dakota County Plat Commission met on January 4, 2023, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 60 (185th St. W.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. This is a replat for one commercial lot and proposed building. The right-of-way needs for a 4-lane divided roadway along CSAH 60 are 75 feet of half right of way, which has been met. Restricted access is shown along all of CSAH 60 per document no. 455994. There were no other comments. The Plat Commission has approved the preliminary and final plat and will recommend approval to the County Board of Commissioners on January 24, 2023. Traffic volumes on CSAH 60 are 17,600 ADT and are anticipated to be 33,000 ADT by the year 2040. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. 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: Megan Rogers (Larkin-Hoffman) 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA TIMBERCREST AT LAKEVILLE 10TH ADDITION PUD DISTRICT AMENDMENT FINDINGS OF FACT AND RECOMMENDATION On February 16, 2023, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of NVA-PetSuties for an amendment to the Timbercrest at Lakeville PUD District to allow an animal kennel with an outdoor dog exercise area within 500 feet of residential zoned properties. 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 located in Comprehensive Planning District 1, which guides the property for commercial land uses. 2. The subject site is zoned PUD, Planned Unit Development District. 3. Legal description of the property is: Lot 1, Block 1, Timbercrest at Lakeville 10th Addition 4. Section 11-3-3.E of the City of Lakeville Zoning Ordinance provides that the Planning Commission shall consider possible effects of the proposed amendment. 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 2040 Comprehensive Plan identifies the subject property for commercial development. The Zoning Ordinance requires animal kennels with outdoor exercise areas to be set back a distance of not less than 500 feet from residential zoned properties. Due to the proximity of the outdoor dog exercise area on the north side of the Pet Suites building and due to 185th Street (CSAH 60) abutting the subject property to the south, these features should influence noise mitigation to residential uses south of 185th Street. The outdoor animal exercise area will also be approximately 240 feet south of the high density residential (apartment) building to the north. The owners of the apartment building submitted a letter in support of the proposed Pet Suites kennel at the proposed location. The building at the proposed location is consistent with the policies of the Comprehensive Plan. b. The proposed use is or will be compatible with present and future land uses of the area. Finding: The subject site is separated from the existing apartments to the north and by a railroad right-of-way, steep topography, extensive vegetation, and wetlands to the east. The distance of the 2 outdoor dog exercise area to the apartments to the north is of adequate setback together with roof- top and fence screening to keep noise to an acceptable level. The outdoor dog exercise area is screened by the kennel building and buffered by 185th Street to the townhomes to the south. Direction Land Use Plan Zoning Map Existing Use North High Density Residential PUD District Apartments East Restricted development POS District CP Rail and Conservation Area South Restricted Development and Medium Density Residential P/OS and PUD District 185th Street and Residential Townhomes West Commercial PUD District Retail/motor fuel facility c. The proposed use conforms to all performance standards contained in the Zoning Ordinance and the City Code. Finding: The proposed use will conform to all of the requirements of the Zoning Ordinance except as specifically modified by the PUD District. 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 planned for urban uses; the City has adequate existing service capacity to accommodate the proposed use. e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The property is accessed from Orchard Trail, which provides access to 185th Street (CSAH 60). Both public streets have adequate capacity to accommodate traffic that will be generated by the proposed use. 5. The report dated February 8, 2023 prepared by Frank Dempsey, Associate Planner is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the PUD Amendment conditioned upon compliance with the planning report prepared by Frank Dempsey, Associate Planner dated February 8, 2023. DATED: February 16, 2023 LAKEVILLE PLANNING COMMISSION BY:__________________________ Jenna Majorowicz Planning Commission Chair City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Lucas Ritchie, Civil Engineer McKenzie L. Cafferty, Environmental Resources Manager Copy: Zach Johnson, City Engineer Alex Jordan, Assistant City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Tina Goodroad, Community Development Director Daryl Morey, Planning Director Date: February 8, 2023 Subject: Timbercrest at Lakeville 10th Addition • Planned Unit Development Amendment • Preliminary Plat Review • Final Plat Review • Easement Vacation • Site Plan Review • Final Grading and Erosion Control Plan Review • Final Utility Plan Review BBAACCKKGGRROOUUNNDD NVA-Pet Suites representatives have submitted a preliminary and final plat named Timbercrest at Lakeville 10th Addition, and site plans to construct an 11,000 square-foot Pet Suites Stay and Play daycare and grooming facility on Lot 1, Block 1, Timbercrest at Lakeville 10th Addition. The proposed use of the building requires a Planned Unit Development Amendment. An easement vacation application has been submitted to vacate public drainage and utility easements within Outlot A, Timbercrest at Lakeville 9th Addition. The proposed development is located east of Orchard Trail, and north of and adjacent to 185th Street (CSAH 60). The parent parcel consists of Outlot A, Timbercrest at Lakeville 9th Addition, TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT FFEEBBRRUUAARRYY 88,, 22002233 PPAAGGEE 22 OOFF 77 zoned PUD, Planned Unit Development District. The final plat consists of one commercial lot within one block on 2.03 acres. The proposed development will be completed by: Developer: NVA- Pet Suites Engineer/Surveyor: Sambatek, Inc. SSIITTEE CCOONNDDIITTIIOONNSS The existing site is platted as Outlot A, Timbercrest at Lakeville 9th Addition and contains vacant, undeveloped commercial land that was mass graded with the Timbercrest at Lakeville development. Existing watermain and sanitary sewer stubs, as well as an existing private driveway entrance, are located on the parent parcel and were provided with the construction of Timbercrest at Lakeville 7th Addition development. The existing private driveway extends from Orchard Trail through Lot 1, Block 1, Timbercrest at Lakeville 7th Addition to serve the parent parcel. The Developer shall enter into a shared private cross access agreement prior to recording the final plat. EEAASSEEMMEENNTTSS Several easements exist on the parent parcel. The following easement shall remain on the parent parcel: • Drainage and utility easement in favor of City of Lakeville per Doc. Nos. 730597 • Conservation Easement in favor of City of Lakeville per Doc. Nos. 45600. Grading or tree removal is not permitted within the easement. The following easements will be vacated and reestablished with the final plat: • All drainage and utility easements in favor of City of Lakeville, as shown on the recorded plat of Timbercrest at Lakeville 9th Addition, will be vacated, and reestablished as shown in the Final Plat of Timbercrest at Lakeville 10th Addition. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT 185th Street (CSAH 60) Timbercrest at Lakeville 10th Addition is located north of and adjacent to 185th Street, a minor arterial County roadway as identified by the City’s Transportation Plan. Dakota County controls the right-of-way requirements and access locations along 185th Street. 185th Street is currently constructed as a four-lane divided urban roadway adjacent to the plat. A ten-foot wide bituminous trail is located along both sides of 185th Street. The final plat was reviewed and recommended for approval by the Dakota County Plat Commission at its January 24, 2023 meeting. No additional right-of-way dedication is required with the final plat. No access is proposed from the site directly onto 185th Street. Orchard Trail TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT FFEEBBRRUUAARRYY 88,, 22002233 PPAAGGEE 33 OOFF 77 Timbercrest at Lakeville 10th Addition is located east of Orchard Trail, a minor collector roadway connecting Kenrick Avenue and 185th St, both of which are a minor arterial roadways as identified by the City’s Transportation Plan. Orchard Trail is constructed as a two-lane undivided roadway, with an eight-foot-wide concrete sidewalk located on both sides. No additional access is proposed to Orchard Trail with the development improvements. Speedway Private Drive A privately owned and maintained roadway is located adjacent to the west side of the parent parcel. Access for the single lot in the subdivision is proposed to be from the existing private driveway entrance located west of the parent parcel. The driveway entrance will be shared between the existing Lot 1, Block 1, Timbercrest at Lakeville 7th Addition and the proposed development. A cross access agreement shall be recorded with the final plat for the shared driveway. SSIITTEE PPLLAANN The development of Lot 1, Block 1, Timbercrest at Lakeville 10th Addition includes the construction of a one-story 11,000 square foot Pet Suites Stay and Play daycare and grooming facility, utilities, a retaining wall and associated parking. Access to the site will be from extending an existing private driveway entrance connecting to the adjacent Orchard Trail. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility, and building construction shall be from a single rock construction entrance on the privately owned and maintained driveway through Lot 1, Block 1, Timbercrest at Lakeville 7th Addition to the site as shown on the Erosion Control Plan. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS The Park Dedication requirement for the parent parcel has not been paid and will be satisfied through cash contribution with the final plat estimated calculated as follows: 2.033 x $9,290 = $18,886.57 Total Area Lot 1, Block 1 Timbercrest at Lakeville 10th Addition Park Dedication Fee Per Unit Park Dedication Fee required UUTTIILLIITTIIEESS SSAANN IITTAARRYY SSEE WWEERR Timbercrest at Lakeville 10th Addition is located within subdistrict ML-72530 of the Marion Lake 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. TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT FFEEBBRRUUAARRYY 88,, 22002233 PPAAGGEE 44 OOFF 77 8-inch private sanitary sewer will be extended from an existing sanitary sewer service provided with the construction of the Timbercrest at Lakeville 7th Addition. Privately owned and maintained sanitary sewer will be extended from EX SMH 100 as shown on the utility plan to provide service to the building, as well as extended along the north and east side of the building to kennel areas. Extension of the sanitary sewer along the north and east edge of the building perimeter will allow for drainage directly to the sanitary sewer for the kennel areas to separate drainage from the stormwater runoff. The Sanitary Sewer Availability Charge has been collected on the parent parcel and will not be required with the final plat. WWAATTEERRMMAAIINN A 6-inch privately owned and maintained water service will be extended from a private 8-inch water service stub constructed with the Timbercrest at Lakeville 7th Addition to provide domestic and fire suppression service to the Pet Suites facility. This watermain will be privately-owned and maintained by the Developer and extended from the private service stub as shown in the Utility Plans. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Timbercrest at Lakeville 10th Addition is located within subdistrict ML-102 of the Marion Lake stormwater district as identified in the City’s Water Resources Management Plan. A private stormwater management infiltration basin will be constructed with the Timbercrest at Lakeville 10th Addition development located adjacent to the North property line to provide water quality volume and rate control for the parent parcel. The stormwater basin will require a private Shared Maintenance Agreement prior to recording the final plat. The stormwater management basin shall be constructed prior to issuance of a Certificate of Occupancy for Lot 1, Block 1, Timbercrest at Lakeville 10th Addition. Construction of the building within Lot 1, Block 1, Timbercrest at Lakeville 10th Addition includes extended roofing beyond the building perimeter to cover the kennel areas located along the north and east side of the building to separate stormwater runoff from the kennel areas for sanitation purposes. A raised walk or concrete gutter will be required around the perimeter of the kennel areas to further separate stormwater runoff in large rain events. 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. Timbercrest at Lakeville 10th 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 TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT FFEEBBRRUUAARRYY 88,, 22002233 PPAAGGEE 55 OOFF 77 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 Timbercrest at Lakeville 10th Addition includes the construction of a private storm sewer system. Private storm sewer constructed within the lot will convey runoff to the privately owned and maintained storm sewer basin located adjacent to the north property line on the parent parcel and will outlet in large rain events to the publicly owned storm sewer, constructed with the Timbercrest at Lakeville 9th Addition development, running through the parent parcel as shown on the Utility Plans. A $10,000 security shall be provided for the connection to the publicly owned storm sewer. A Shared Maintenance Agreement for the stormwater basin will be required with the recording of the final plat. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel. As stipulated in the Development Contract and Planned Unit Development Provisions for Timbercrest at Lakeville, the City agrees to waive the Trunk Storm Sewer Area Charge for all future phases of the Timbercrest at Lakeville commercial development as compensation for the land dedication and conveyance of outlots to the City. Future proof of parking is shown on the plans in the proposed location of the stormwater basin. At the time when the future parking is needed, the Developer shall submit plans and a revised stormwater management report to the City indicating the relocation of the storm basin. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. RREETTAAIINNIINNGG WWAALLLLSS The Developer proposes to construct two privately owned and maintained retaining walls. Walls with a combined height over 4-feet are subject to approval of a building permit and must be designed by a registered geotechnical or structural engineer. An encroachment agreement is required with the final plat for retaining walls proposed within drainage and utility easements prior to recording the final plat. The walls will be required to be constructed with the building permit on the lot. The Developer shall post a $144,932.00 security with the final plat for the construction of the walls, which will be released when the walls are completed and certified by the design engineer following construction. FEMA FLOODPLAIN ANALYSIS Timbercrest at Lakeville 10th 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). TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT FFEEBBRRUUAARRYY 88,, 22002233 PPAAGGEE 66 OOFF 77 WWEETTLLAANNDDSS There are no wetlands on the site. TTRREEEE PPRREESSEERRVVAATTIIOONN There are forty-nine (49) significant trees located on the site. Six (6) cottonwood trees will be removed as a part of this development. No tree removals will take place in the existing conservation easement. EERROOSSIIOONN CCOO NNTTRROOLL 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 Timbercrest at Lakeville 10th Addition. Construction costs are based upon estimates submitted by the Developer’s engineer on January 24, 2023. CONSTRUCTION COSTS Retaining Wall Storm Sewer $144,932.00 10,000.00 Erosion Control and Restoration 26,749.00 SUBTOTAL – CONSTRUCTION COSTS $ 181,681.00 OTHER COSTS Developer’s Design (3.0%) $ 5,450.43 Developer’s Construction Survey (2.5%) 4,542.03 City’s Legal Expense (0.5%) 908.41 City Construction Observation (5.0%) 9,084.05 Developer’s Record Drawing (0.5%) 908.41 Landscaping 40,000.00 Lot Corners/Iron Monuments 100.00 SUBTOTAL – OTHER COSTS $60,993.33 TOTAL PROJECT SECURITY $ 242,674.33 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. TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE 1100TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT FFEEBBRRUUAARRYY 88,, 22002233 PPAAGGEE 77 OOFF 77 CCAASSHH FFEEEESS 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 Lot x $90.00/unit = $90.00 Lots/Outlots City Base Map Updating 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: 2.033 Acres X $59.16/acre X 4.2 X 34.43%/42% = $414.10 Lot Area Environmental Resources Management Fee Utility Factor Impervious Area Adjustment Total A cash fee for one-year of streetlight operating expenses shall be paid at the time of final plat approval and is calculated as follows: 241.68 ft X $0.2832/ft/quarter X 4 quarters/year = $273.78 Front Footage Streetlight Operating 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 $5,520.00. CASH REQUIREMENTS Park Dedication Fee MS4 Admin Fee (2% Grading Costs) Environmental Resources Management Fee Streetlight Operating Fee City Base Map Updating Fee $18,886.57 471.38 414.10 273.78 90.00 City Engineering Administration (3.00% Construction Costs) 5,450.43 TOTAL - CASH REQUIREMENTS $ 25,586.26 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the PUD amendment, preliminary and final plat, easement vacation, site plan, grading and erosion control plan, and utility plan for Timbercrest at Lakeville 10th Addition, subject to the requirements and stipulations within this report.