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Home My WebLink About2024 08-14 PC PACKETCITY OF GEM LAKE Heritage Hall 4200 Otter Lake Road | Gem Lake, MN 55110 651-747-2790/92 | 651-747-2795 (fax) E-mail city@gemlakemn.org Planning Commission Meeting – August 14, 2024 Call to Order of Planning Commission Meeting By Chair Joshua Patrick at 7:____ p.m. Call of Roll Patrick Farrell Cummings Pratt Wippich Approve and Accept Agenda and Minutes • Accept the Agenda for the August 14, 2024, Planning Commission Meeting • Approve the Minutes from July 9, 2024, Planning Commission Meeting Public Hearings • Zoning Requests – Barnett Kia (Zoning Compliance Request, Lot Line Adjustment Request, Zoning Amendment Request) Old Business • None New Business • None Open Items for Commission Members to Bring Up Future Meetings • Next City Council Meeting, Tuesday, August 20, 2024 • Next Planning Commission Meeting, Tuesday, September 10, 2024 o Attendance Inquiry Adjournment – The meeting adjourned at _____ City of Gem Lake Planning Commission Meeting Minutes July 9, 2024 1 | Page City of Gem Lake Planning Commission Meeting – July 9, 2024 Meeting Minutes Planning Commission Chair Joshua Patrick called the meeting to order at 7:00 p.m. Commission Members Art Pratt, Derek Wippich, and Stephanie Farrell were present. Not present was Commission Member Don Cumming. Also present: City Planner Evan Monson, City Attorney Stand-in Martin Norder, and Acting City Clerk Melissa Lawrence. July 9, 2024 A motion was introduced by Commissioner Pratt to accept the agenda, seconded by Commissioner Wippich. Motion carried 4-0. Minutes A motion was introduced by Commissioner Pratt, seconded by Commissioner Wippich to approve the May 14, 2024, Planning Commission Meeting minutes. Motion carried 4-0. Public Hearings None Old Business Ordinance No. 09, 65, and 116 Liquor Discussion The City Council has tasked the Planning Commission with reviewing and combining ordinances regarding Liquor. The Ordinances include: 1. Ordinances 9 and 65 – Intoxicating Liquor 2. Ordinance 116 – Non-Intoxicating Liquor City Planner Evan Monson presented the Commission with a draft version of Ordinance No. 146 Liquor that included the incorporation of Ordinances 9, 65 and 116. An initial draft was reviewed at the May Planning Commission meeting. In the meantime, City staff found a draft ordinance that was approved by City Council on January 15th, 2019. This was an amendment to Ord. No. 9. Said ordinance was never posted on the City’s website nor was a final version saved in City records. For clarity, this ordinance will be referred to in this memo as “Ordinance 2019.” Due to the new information in Ord. 2019, Ord. No. 146 was edited since the last Planning Commission meeting to reflect some of the content in Ord. 2019 as well as the content from the League of Minnesota Cities (LMC) model ordinance. Ord. No. 146 combined the above liquor ordinances. Content updates are aligned with state statutes. Changes proposed include revising the definitions to include references to terms in state statutes, removing references to fee amounts and placing them in the Fee Schedule (Ord. No. 135), and adding measurable distance requirements regarding locations. See City Planner Memo attached. The Commission reviewed the new proposed Ordinance 146 and suggested some additional minor changes to be reflected before it is put in front of the Council for approval. The Commission would like to forward the document along to the City Council for approval based on the suggested edits made by the City Planner and additional suggestions by the Commission. Commissioner Pratt introduced a motion, seconded by Commissioner Wippich. Motion carried 4-0. City of Gem Lake Planning Commission Meeting Minutes July 9, 2024 2 | Page Fee Schedule Suggested Changes Along with the Ordinance updates, City Planner Evan Monson recommends that the City’s Fee Schedule (Ordinance No. 135) be updated to list any fees, fines, and other charges that are currently in the Liquor ordinances. Sunday On-Sale, Liquor Off-Sale, On-Sale Wine, and One Day Consumption/Display license fees have maximum amounts by State Statute. All other fees are set by the city. See City Planner Memo attached. The Commission discussed the suggested fee schedule updates and would like to forward the document along to the City Council for approval based on the edits made by the City Planner. Commissioner Pratt introduced a motion, seconded by Commissioner Wippich. Motion carried 4- 0. New Business None Open Items for Commission Members to Bring Up None Future Meetings City Council Meeting, Tuesday, July 16, 2024, at Heritage Hall, and Planning Commission Meeting, Tuesday, August 14, 2024, at Heritage Hall. Commission Chair Patrick shared that if the municipal water and septic ordinances listed on the draft August agenda are not ready for discussion that the Commission could possibly skip the August meeting and push the hunting ordinance discussion to the September meeting. Attendance Inquiry Commissioner Chair Patrick surveyed the Commission to see if any of the members would have any issues attending the August 14, 2024, meeting. At this time Commissioner Farrell is the only one that may have a conflict. Adjournment Being there no further business, following a motion from Commissioner Wippich, seconded by Commissioner Pratt, the meeting adjourned at 7:31 p.m. Respectfully submitted, Melissa Lawrence Memorandum To: Gem Lake Planning Commission Project Reference: Barnett Kia – 3610 Hwy 61 Copies To: Dave Phillips, Applicant Barnett Properties, Owner TKDA Project No.: 21076.000 From: CJ Sycks, Planner Client No.: Evan Monson, Planner Date: August 8, 2024 SUBJECT: A (1) Minor Subdivision, (2), Zoning Ordinance Amendment and (3) Zoning Compliance Permit application for Barnett Kia MEETING DATE: August 13, 2024 LOCATION: 3610 Highway 61 (Parcel ID 273022430031) & 3700 Highway 61 (Parcel ID 273022430019) APPLICANT: Dave Phillips - Phillips Architects OWNER: Barnett Properties ZONING: Gateway (G) – Neighborhood Center (NC) REVIEW PERIOD: 60-day period ends 9/23/2024 ITEMS REVIEWED: Application and plans received by Town on 07/23/2024 DESCRIPTION OF THE REQUEST At 3610 Highway 61, Barnett Companies is looking to remove their existing building (31,865 SF) and build a new one (34,060 SF) on the north side of their property. The building would be an upgraded version of their existing one, including spaces for a carwash, service garage, sales floor, vehicle delivery, and administration. The existing building is proposed to remain until the new building is constructed, and then would be removed. Phasing and sequencing plans would be put in place to remain operational during construction. The property to the north, 3700, is also owned by Barnett Properties. Both properties are within the City’s Gateway District and are within the Neighborhood Center Sub-Zone. The applicant’s proposed building type would not be consistent with the building types currently in the Gateway District, while the proposed use is currently listed as a nonconforming use in the zone. This request requires three separate applications for review and approval: 1. A lot line adjustment application. Barnett Properties owns both subject properties and is requesting a lot line adjustment to the north, to align with the parking lot entrances. The city has reviewed lot line adjustments through the ‘Minor Subdivision’ process. 2. A zoning ordinance amendment application. The Gateway District does not currently permit Automotive Dealerships, the applicant is requesting to allow Automotive Dealerships as a permitted use. The applicant is also proposing a new building type. 3. A zoning compliance permit application. This permit is required for redevelopment projects within the Gateway District. Barnett Kia – 3610 Hwy 61 Gem Lake Planning Commission 8/13/24 August 1, 2024 Page 2 PROPERTY INFORMATION Description: The two subject properties are located at the intersection of Highway 61 and County Road E/CSAH 15. Their front lot lines are on Scheuneman Road . 3610 Hwy 61 is currently a Kia Automotive dealership, built in 1968. 3700 Highway 61 is also owned by Barnett Properties; it is being used by Newtrax, a transportation service provider. The building on the 3700 property was built in 1972. Both properties are fairly flat, with limited green space or pervious surfaces. Land Use: Commercial Figure 1: Aerial of the site, from Ramsey County GIS. 3610 is outlined in red, 3700 is outlined in yellow. Barnett Kia – 3610 Hwy 61 Gem Lake Planning Commission 8/13/24 August 1, 2024 Page 3 EVALUATION OF REQUESTS Lot Line Adjustment Ordinance Requirements The City’s Consolidated Land Use Ordinance (Ord. No. 131) defines a Subdivision as “… the division of an area, parcel, or tract of land into two (2) or more lots or parcels, for the purpose of transfer of ownership or building development that will require the creation of streets and roads, except for those resulting from court orders, or the adjustment of lot lines by the relocation of a common boundary . The term includes re-subdivision and when appropriate to the context, shall relate to the process of sub-dividing or to the land subdivided.” The city has historically reviewed lot line adjustments as Minor Subdivisions. Section 25.6 of Ord. No. 131 covers the process. The Request The applicant is requesting to adjust the lot line to accommodate the entrance from Highway 61. The subject lot (south/on the right) is currently 5.16 acres, and the abutting lot (north/on the left) is 4.17 acres. The proposed lot line would result in the subject lot being 5.56 acres and the abutting lot being 3.96 acres. The request ed lot line adjustment is consistent with the requirements listed in Ord. No. 131. Figure 2: Excerpt from C-103 of the submittal, existing lot lines shown in red, proposed lot line shown in blue. Zoning Ordinance Amendment Current Ordinance In 2007, the city conducted a visioning study and master planning of the area now known as the Gateway District – the ‘Gateway and Village Centers Vision Corridor Master Plan’. The results of this planning effort were included in the City’s 2030 and 2040 Comprehensive Plans. The requirements of the Gateway District were first adopted in 2014 as Ord. No. 107B and are now located within Ord. No. 131. The Gateway District requirements are intended to allow for development and redevelopment of the properties within this zone. The Gateway District emphasizes creative mixed-use and commercial development and provides a transition into residential neighborhoods by becoming less dense. This ‘tiering’ of development is done through four sub-zones. The subject property is located in the Neighborhood Center Sub-Zone. Neighborhood Center makes up the majority of the Gateway District. Barnett Kia – 3610 Hwy 61 Gem Lake Planning Commission 8/13/24 August 1, 2024 Page 4 Figure 3: City Zoning Map Figure 4: City Gateway District Sub-Zone Map Ord. No. 131, Section 9 establishes ten (10) different building type templates, which dictate the built form of new development within the district (Figures 6-15 in the ordinance). Figures 16 and 17 in the ordinance outline the uses that are permitted, conditional uses, or not permitted in conjunction with each building type template. Each building type template includes a definition, lot size and placement regulations, building footprint limits, building locations, height and use restrictions, and any modifications/exemptions from the ordinance. Currently, automotive dealerships are not a permitted use with any building type template in the Gateway district and would not fit with any of the currently established building type templates. Ord. No. 131, Section 9.6.5 was amended in 2018 to allow as a conditional use automotive dealerships and convenience stores “when a use in an abutting Barnett Kia – 3610 Hwy 61 Gem Lake Planning Commission 8/13/24 August 1, 2024 Page 5 community is proposed to expand into Gem Lake, that use shall be considered a conditional use. A butting property shall not be separated by a railroad or public right-of-way.” This amendment allowed for the parking lot of the Luther Cadillac dealership located within Vadnais Heights to extend into the southern end of the city. This ‘exception’ in Ord. No. 131 would not apply to the Kia site. The closest building type template that could accommodate an automotive dealership is Figure 15 in Ord. No. 131, Section 8 (see Figure 5 below). Section 9.6.4 states “New building types may be proposed in the manner of other amendments to the Zoning Code using the procedure in Section 17.6 of this Ordinance. A proposal must contain all information included in existing analogous Building Types, including but not limited to the dimensional standards, use designations, and frontage requirements.” Figure 5: Excerpt from Ord. No. 131, Section 9.6, Auto-Oriented Layout Barnett Kia – 3610 Hwy 61 Gem Lake Planning Commission 8/13/24 August 1, 2024 Page 6 Proposed Amendment to Ord. No. 131 The applicant is proposing a new building type template as “Figure 15a Automotive Dealership” within Section 9.6 of Ord. No. 131. Their proposed template is summarized in the attached document, ‘Proposed Barnett Kia Figure 15a.pdf,’ and summarized below in italics. Proposed Definition: A facility where sales and servicing of new and used vehicles including automobiles; light and medium duty trucks; and other motorized vehicles is conducted. The facility may include a sales showroom and vehicle delivery area, a service department; drive through lanes for service ticket write-up; automatic and/or hand vehicle washing of vehicles; retail and wholesale parts sales; administrative offices; and other normal accessory functions related to the business. Proposed Lot Size & Placement Requirements: Lot Size: The lot must contain at least 163,350 Square Feet (SF) or 3.75 acres . Frontage Street: Highway 61 (Buildings may orient to the highway or secondary street). Access may be from Highway 61 and a secondary street. Alley: Permitted, not required. Parking: one space per 1,000 SF rounded up, plus 1 space for each service or cleanup stall. Outdoor storage of inventory and service vehicles is not counted toward parking requirements. Impervious Surface Coverage: 80% maximum Proposed Building Footprint and Mass Requirements: Footprint: one or two stories, with minimum 20,000 SF. Minimum Setbacks – Parking: 20 feet from city or county road ROW, 10 feet from Highway 61 ROW, 10 feet from interior lot lines. Minimum Setbacks – Buildings: 30 feet. Orientation: Principal façade may face any direction including orienting toward Highway 61. Proposed Height and Use Requirements: Maximum Building Height: 2 stories or 36 feet, exclusive of rooftop equipment or screening. A single story may be 36’ maximum height. Use: An Automotive Dealership, including outdoor storage complying with the standards of this Figure 15a. shall be a permitted use in the Gateway District Neighborhood Center. No PUD or CUP is required. This use is not permitted with any other building type. Proposed Modifications/Exclusions specific to Building Type Template 15a: A. An Automobile Dealership complying with the standards of this Figure 15a. shall be a permitted use in the Gateway District Neighborhood Center. No PUD or CUP is required. B. Figure 15a – Automobile Dealership shall be added under 9.6 Building Type Standards. C. 4.1.1 B) – Gateway District “G” – a PUD is not required. D. 9.1.11.4 Neighborhood Center – Automobile Dealerships are not required to be pedestrian oriented. E. 9.5. Civic Space Standards – Not Applicable. F. 9.6.5.1.4 Commercial – Add automobile repair and service is a permitted use for an Automobile Dealership (15.a) G. 9.6. Building Type Standards – 6. Figure 17 Permitted Hours of operation 6:30 AM to 10 PM. H. 9.6. Building Type Standards– 7. Commercial, add 4. Automobile Dealership. I. 9.7.3.3. – Does not apply to Automotive Dealerships. J. 9.8.3 - Does not apply to Automotive Dealerships. K. 9.9. Parking Regulations – On grade parking is permitted in front, to the sides and the rear of the principal building. L. 9.9.6. Bicycle Parking – Optional. M. 10.4. Building height and scale. – Automobile Dealerships conforming to the height and story requirements of 15.a. are permitted. Barnett Kia – 3610 Hwy 61 Gem Lake Planning Commission 8/13/24 August 1, 2024 Page 7 N. 10.5. Building facades – It is expected that large expanses of showroom glass will be oriented to the principal frontage. The balance of the dealership shall have fenestration related the use in that portion of the building. O. 10.5.1.1 – Automotive Dealership Exception - Overhead doors facing any direction shall be permitted. P. 10.7. Materials – Add in 1. Primary materials may be face brick, stone, glass including glass doors, architectural concrete, or precast concrete units (integrally colored block or textured block), provided that surfaces are molded, serrated examples, or treated with a textured material in order to give the wall surface a three-dimensional character. ACM (aluminum composite material) is allowed as a primary or secondary material. Q. 10.10. Outdoor Storage. - Outdoor storage is a permitted use for an Automotive Dealership. R. 16.13. Fences. Automotive Dealerships may have security fencing up to 8’ in heights provided it is at least 80% open. S. 18.5 Screening- The parking areas not adjacent to a residential use are considered “retail merchandise display” and not required to be screened. T. 18.8.4 Lighting – The parking and outdoor storage areas are considered to be a sales lot (retail merchandise display). U. 20.4 Parking spaces. – Add – Required parking spaces may be 9’ x 18’ where the access aisle is 24’ or more in width. V. 20.4.1 Automotive Dealerships are allowed commercial driveways of up to 36’ wide to accommodate the transport trucks, garbage trucks, parts delivery semi-trucks, etc. The Planning Commission should review the proposed language for this new building type template and determine if the proposed language is appropriate. Amendment Process Ord. No. 131, Section 17.6 covers the process to consider amendments to the ordinance. Section 17.6.4.1 notes that only amendments that meet one of the following should be considered: 1. A mistake has been made in the original zoning which was inconsistent with the Comprehensive Municipal Plan adopted by the city which should now be corrected; or 2. Substantial changes have occurred within the city since the adoption of the Comprehensive Municipal Plan which changes should result in an amendment of both the zoning and the Comprehensive Municipal Plan; or 3. There shall exist a clear public need for a benefit to be derived from the proposed zoning which shall be greater than any benefit or convenience of the property owners. 4. Beyond a public need being evident, the application shall show that the public interest would be best served by rezoning the property in question and that the property in question is the best qualified to serve said public need; or 5. In the case of “down zoning” which would diminish the intensity of the current use to a less intensive use, the proposed zoning shall allow the property owners a reasonable use of their property under the terms of this ordinance as well as serve the public interest.’ Criteria #2 and #3 may apply to the applicant’s request. The proposed building type template can be used for new or redevelopment of other sites in the Gateway District, such as the Ford dealership across Highway 61 or the 3700 Highway 61 property also owned by the applicant. The proposed designs from the applicant show a decrease in impervious surface coverage, an increase in landscaping, new lighting, and a modern building compared to the current site; the proposed building template would require other automotive dealerships to adhere to the same standards. Section 17.6.4.2 includes criteria to review for amendments to the ordinance , with the Planner’s findings in italics. 1. Adjacent Uses. a. The proposed use on the applicant’s property would not change, so there is no expected change of impacts to adjacent uses. The proposed landscaping and site design would provide more of a buffer between the applicant’s properties and their neighbors than the current site. 2. Air and Water Quality. Barnett Kia – 3610 Hwy 61 Gem Lake Planning Commission 8/13/24 August 1, 2024 Page 8 a. There are no changes expected to air quality. Water quality would be improved, as the site will have more impervious surfaces in addition to an underground stormwater retention facility. 3. Traffic Generations. a. Traffic generation is expected to remain the same; the site will continue to have access off both Highway 61 and Scheuneman Road. 4. Public Safety and Health. a. There are no changes expected to public safety and health. 5. Area Aesthetics. a. The area aesthetics would be improved under the proposed improvements by the applicant, with more green space and landscaping than the current site. The commissioners should review and discuss whether additional changes are necessary. 6. Economic Impact on the Entire Area. a. The proposed amendment would be expected to not change or even have a positive economic impact on the surrounding area. The proposed site improvements could lead to more jobs, and an increase in tax base for the city. 7. Consistency with the Comprehensive Plan. a. The Gateway District is set-up to incentivize new and redevelopment of the land around the Highway 61 and County Road E intersection. The 2040 Comprehensive Plan guides the Barnett properties (and other parcels east of Highway 61 and north of County Road E) as ‘Gateway Zone – Neighborhood Center’ within the Future Land Use Map, which is consistent with the Gateway zones outlined in the Consolidated Land Use Ordinance. The Neighborhood Center is guided for multi-story ‘mixed use’ developments, with commercial/retail on ground floors and residential on floors above. The Gateway District allows for new building type templates to be created to carry out new or redevelopment in the district; the commissioners should review whether the proposed building type template wil l carry out the intent of the 2040 Plan. Zoning Compliance Request Ordinance Requirements Section 9.2.2.2 states “All new construction, remodeling, or expansion (except for the remodeling or expansion of single-family detached dwellings) within the Gateway District requires a Zoning Compliance Permit. The Zoning Compliance Permit is indefinite in duration and the entitlements stated on the permit shall run with the land. A Zoning Compliance Permit is granted after determination that the proposal complies with all applicable standards set forth within this Section (Thoroughfare Standards, Civic Space Standards, Building Type Standards, Parking, and Design Standards).” Section 9.2.2.6 states “All applicants seeking a Zoning Compliance Permit must submit a development plan with their application.” Requirements of a development plan are found in Section 9. 7.2. Section 9.8 outlines the plans for re-development of a single lot. This process requires administrative approval, pending approval of the lot line adjustment and the ordinance amendments . The Request Contingent on the approval of the lot line adjustment and ordinance amendment, the applicant is requesting a Zoning Compliance Permit to allow for construction of a new automotive dealership building. This request for a Zoning Compliance Permit is consistent with the requirements in Ord. No. 131. The applicant must submit a complete development plan prior to the receipt of any building permits. Staff Comments The project plans were forwarded to staff and other agencies for comments prior to the August Planning Commission meeting. Barnett Kia – 3610 Hwy 61 Gem Lake Planning Commission 8/13/24 August 1, 2024 Page 9 ▪ Ramsey County o County staff is currently reviewing the plans, and had not submitted comments at the time of drafting this report. ▪ Department of Transportation (MnDOT) o County staff is currently reviewing the plans, and had not submitted comments at the time of drafting this report. ▪ Vadnais Heights Watershed Management Organization (VLAWMO) o The watershed would need to review any stormwater management plans for the development. o There are no wetlands are shown on site, therefore no wetland conservation act (WCA) permit needed. ▪ Fire Department (City of White Bear Lake) o Applicant shall update apparatus accessibility information. o Request to move FDC to the West facing side, ideally the SW corner. ▪ This positions it near a fire hydrant and initial access point for Fire Apparatus. o A FD Knox Box required. Location to be determined on-site. o Gate access. FD Access to gate on East side of lot is required, powered “KNOX” opener. o Address numbers posted on West side of building. (Address side). o Fire Sprinkler and Alarms to be submitted by others. o Applicant shall verify parking lot weight capacity @ NE area with equipment underneath. ▪ For reference: WBL Ladder trucks: GVWR 56,300lbs. GAWR Rear: 33,500lbs. ▪ Building Inspector o The Building Inspector is currently reviewing the submitted plans. They plan to complete their review in time for a recommendation to be made at the September Planning Commission meeting. ▪ Engineering o Engineering staff are currently reviewing the submitted plans. They plan to complete their review in time for a recommendation to be made at the September Planning Commission meeting. ACTION The Planning Commission has the following options for each request: 1. Recommend approval of the request, with or without conditions. 2. Recommend denial of the request, with findings for denial. 3. Table the request for further review/study. RECOMMENDATION Staff recommends a separate recommendation for each request. 1) Lot Line Adjustment. Staff recommend the Planning Commission table this item for further review by the City Engineer, City Building Inspector, and other contacted agencies. 2) Zoning Ordinance Amendment. Staff recommend the Planning Commission table this item for further review by the City Engineer, City Building Inspector, and other contacted agencies. 3) Zoning Compliance Permit. Staff recommend the Planning Commission table this item for further review by the City Engineer, City Building Inspector, and other contacted agencies. CIS:EPM Request for Zoning Compliance Permit City of Gem Lake, Minnesota 4200 Otter Lake Road, Gem Lake, MN 55110 651 747-2790/92 – fax 651 747-2795 city@gemlakemn.org _________________________________________________________________________________ (Applicant) is hereby requesting a Zoning Compliance Permit to allow operation of the following activity**: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ at property located at _________________________________________________________________ Gem Lake, Minnesota. (Address) ___________________________________________ ______________________________________ Applicant Applicant _________________________________ Date Contact information: Mailing address of applicant: _____________________________________________________________________________________ _____________________________________________________________________________________ Phone/cell: __________________________________________________________________________ Email: ______________________________________________________________________________ ** Applicant must submit complete description of requested activity and copies of plans for Zoning Administrator approval. ***Additional information may be requested by the Zoning Administrator and/or the City of Gem Lake. For office use only: $200.00 fee paid $1,500 deposit paid (escrow) Zoning Administrator Approval: Yes: ______________________________________________________ Signature and date No: ______________________________________________________ Signature and date Comments: _____________________________________________________________________________________________ _____________________________________________________________________________________________ Date Application Complete: ___________________________________________________________________ (60 day rule compliance) Phillips Architects & Contractors, Ltd. - David A. Phillips, President Barnett Properties will construct a new Kia Dealership then demolish the existing dealership. a zoning amendment to make automotive dealerships a permitted use in the Gateway NC District. July 22, 2024 Phillips Architects & Contractors, Ltd.Attn.: David A. Phillips 401 North Third Street, Suite 450, Minneapolis, MN 55401 612-868-1261 plans and narrative submitted with this request. Please see the Barnett has requested President dphillips@phillipsarchitects.com There is an realignment of the property line between 3601 and 3700 Highway 61 also requested. City of Gem Lake Zoning Request Application - Page 1 of 2 City of Gem Lake Heritage Hall 4200 Otter Lake Road | Gem Lake, MN 55110 651-747-2790/92 | 651-747-2795 (fax) E-mail city@gemlakemn.org Zoning Request Application Applicant Information Applicant: Address: City: State: Zip: Home Phone: Cell Phone: Email: Property Information Property Owner: Address: City: State: Zip: Legal Description or PIN #: Current Zoning: Current Use: Type of Request Application for Rezoning Application for Zoning Amendment Application for Conditional Use Permit Application for Variance Planned Unit Development (PUD) Description of Request: Reason for Request: Note: This application may require additional documentation to be considered complete. Once all documentation has been received, the City will decide on this matter within sixty (60) days. In the event the matter is very complicated and will require substantial discussion and evaluation by more than one person or body, the City may request that you waive the sixty (60) day decision period to avoid unnecessary denial of your application. Applicant Signature: Date: City of Gem Lake Zoning Request Application - Page 2 of 2 Office Use Only Has a request for zoning consideration for this property ben previously considered? Yes No If yes, what date: Was the request for zoning consideration for this property approved? Yes No If yes, what date: Has any request for zoning consideration for this property owner been previously considered? Yes No If yes, what date: Was the request for zoning consideration of this property owner approved? Yes No If yes, what date: Date Request Received: Date Application Complete: Conditional Use Permit paid: Application Fee: Escrow Fee: Application Card Processing Fee: Escrow Card Processing Fee: Application Fee Total: Escrow Fee Total: Check No.: Receipt No.: Date Application Approved: Date Permit Denied: Comments PHILLIPS Architects & Contractors, Ltd. 401 North Third Street, Suite 450, Minneapolis, MN 55301 Ph. (612) 868-1261 Narrative for: Barnett Kia 3610 Highway 61 Gem Lake, MN July 22, 2024 Contact Information Applicant: PHILLIPS Architects & Contractors Ltd. Attn.: David A. Phillips, President 401 North Third Street Minneapolis, MN 55401 Cell: 612-868-1261 Email: dphillips@phillipsarchitects.com User: Barnett Kia Attn.: Michael Barnett 3610 Highway 61 Gem Lake, MN 55110 Phone: 651-429-3391 mike@barnettauto.com Property Owner Representative: Bruce Barnett Barnett Properties 3610 Highway 61 Gem Lake, MN 55110 Phone: 651-429-3391 bruce@barnettauto.com Barnett Kia Narrative July 22, 2024 Page 2 of 3 Brief Project Description Barnett Properties proposes to construct a new partial two story 38-40,000 SF automotive dealership facility for its Kia dealership at 3610 Highway 61. The existing facility will remain operational during construction of the new dealership. Once the new building is complete the business will move into the new building. The old dealership building will then be demolished, and the balance of site work will be completed. Barnett Kia has been offered significant financial incentives from Kia to begin construction in 2024 and complete it before the end of 2025. Currently Barnett Kia is a legal non-conforming use. Barnett prefers to have the Gem Lake zoning code amended to construct the new building as a legal conforming use as opposed to proceeding under non-conforming status. The project offers significant benefits for the city. The more than 55-year-old existing building will be replaced by a new state-of-the-art facility with a corresponding increase in the tax base. The site will be reconfigured for modern storm water management including reducing the impervious surface from about 98% to 80%. Landscaping will be added along with modern well controlled LED site lighting. Zoning Requests Barnett is requesting approvals for this project including: 1. Proposed zoning amendment permitting Automotive Dealership in the Gateway NC District 2. A zoning compliance review based on the amended zoning. 3. Approval of a common lot line adjustment between 3610 and 3700 Highway 61 Scheduling Barnett plans to solicit construction bids in September of 2024 for a construction start as soon as October. Occupancy of the new dealership building would be expected by November 15, 2025. The demolition of the old dealership and completion of the site work would then be in the fall of 2025. Barnett Kia Narrative July 22, 2024 Page 3 of 3 Civil Engineering and Landscaping Civil engineering plans along with a landscape plan have been submitted with this zoning application. Please note the impervious surface will have a significant reduction with approval of this application. Site Lighting A Lighting plan has been submitted for the lot. The project will have all new suite lighting using the latest LED technology. The fixtures will be dimmable and have motion sensors for night security. The computer-controlled lighting will be set up to meet the city requirements. The site lighting will be dimmed at 10:30PM to security lighting levels except along Highway 61. The lighting along Highway 61 will be dimmed at 1AM. Building Materials The dealership building will have scored precast wall panels will integrally Coventry Gray cast in color for the service shops, detail area and carwash. The service line on the north side will have a black ACM and glass exterior with glass overhead doors. The showroom portion of the building will be glass curtain wall with a black ACM facia. This will wrap partially around the east and west sides. Please refer to the artist renderings submitted with this application and exterior elevation sheets A3.1 and A3.2 for additional info. PHILLIPS Architects on behalf of Barnett Properties and Barnett Kia respectively requests the City Council approval of these zoning applications. T NO PARKING NO PARKING SCHEUNEMAN ROAD STATE T R U N K H I G H W A Y N O 6 1 HOFFMAN ROAD CO U N T Y R O A D E E A S T U S 6 1 S E R V I C E R O A D BARNETT KIA 300100 SCALE IN FEET C-000 COVER SHEET ARC23018 PROJECT NO. SITE PLAN REVIEW 07/23/2024 SHEET D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA SHEET INDEX C-000 COVER SHEET A2.1 FLOOR PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS C-001 ALTA/ NSPS LAND TITLE SURVEY C-010 DEMOLITION PLAN C-101 SITE PLAN C-102 TRUCK CIRCULATION C-103 PROPOSED LOT LINE ADJUSTMENT C-201 GRADING PLAN C-202 ENLARGED GRADING PLAN C-203 SWPPP C-204 EROSION & SEDIMENT CONTROL P[LAN C-301 UTILITY PLAN C-501 DETAILS C-502 DETAILS C-503 DETAILS C-504 DETAILS L-101 LANDSCAPE PLAN L-501 LANDSCAPE DETAILS E-101 PHOTOMETRIC VICINITY MAP LOCATION MAP NOT TO SCALE PROJECT CONTACTS OWNER CIVIL ENGINEER STEVE JOHNSTON, PE T (612) 260-7982 LANDSCAPE ARCHITECT PILAR SARAITHONG, RLA T (612) 260-7982 LAND SURVEYOR JASON RUD, LS T (651) 361-8200 E.G. RUD & SONS, INC. 6776 LAKE DRIVE NE, SUITE 110 LINO LAKE, MN 55014 CITY PLANNER ARCHITECT ELLIOT STENDEL T (612) 436-4031 ARCHITECTURAL CONSORTIUM 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 ELAN DESIGN LAB, INC. 301 4TH AVENUE S SUITE 1006 MINNEAPOLIS, MN 55415 CITY ENGINEER CITY OF GEM LAKE 4200 OTTER LAKE ROAD GEM LAKE, MN 55110 EVAN MONSON, AICP T (651) 308-0036 ELAN DESIGN LAB, INC. 301 4TH AVENUE S SUITE 1006 MINNEAPOLIS, MN 55415 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N WHITE BEAR LAKE, MN 551110 SITE MIKE BARNETT T (651) 429-3391 694 HI G H L A N D A V E MI D L A N D A V E AU G E R A V E HO F F M A N R D ELM ST CEDAR AVE COUNTY RD F EASTCOUNTY RD F EAST WILLOW LAKE BLVD GOOSE L A K E R D L A B O R E R D 35E CO RD E EAST SC H E U N E M A N R D ORCHARD LN CEN T E R V I L L E R D CITY OF GEM LAKE 4200 OTTER LAKE ROAD GEM LAKE, MN 55110 JUSTIN M. GESE, PE T (952) 912-2612 CONSULTANT DAVID PHILLIPS T (612)868-1261 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 BREAK RM JAN TRAINING FUTURE BDC / INTERNETSALES WORKROOM OPEN OFFICE / FLEX SPACE TANKS & COMP OPEN TO BELOW OPEN TO SALES SHOWROOM BELOW UP RO O F A C C E S S OPT. FUTURE PARTS TOWER PARTS TOWER STAFF WOMEN'S STAFF MEN'S TECH. LOCKER RM SALES STAFF LOCKERS (20) OPEN ACCESS STAIR A ACCESS STAIR B SIGN MONOLITH PARTS STAIR OPT. GATED ACCESS OPENING TO BELOW AT ACCESS AISLE TO PARTS GATED ACCESS OPENING TO BELOW SHOP AREA BELOW DN FUTURE OFFICE FUTURE OFFICE OPT. CONF. ROOM / FUTURE OFFICE FUTURE OFFICE LOW ROOF AREA OVER SERVICE DROP OFF LOW ROOF AREA OVER DELIVERY FUTURE OFFICE (26) LOCKERS (9) LOCKERS DN ACCESS HALL ADABENCH AD A BE N C H ELEVHALL SHELVING / RACKING T.B.D. PARTS VE N D I N G ADA SINK TC / M E S S A G E AR E A SM A R T B R D / T V T . B . D . DN SHAFT ADABENCH VERIFY WALL OR GUARD RAIL DN ACCESS HALL SHAFT STOR. / FILES IT / SECURITY JAN. VE R T . W A L L L I G H T S LOUNGE TV HOSPITALITY BAR OPT. TV INTERNET BAR CAFE HAS1---S8WB-44-0H---HAWHAS1-S8WB-44-0HHAS1---S8WB-44-0H---HAWHAS1-S8WB-44-0H REAL TIME CONFIGURATOR CONSULTCONSULT BALANCER TIRE CHANGER FLOOR JACK JACK STAND O.T.C. BRAKE LATHE EV CHARGING STATION SIGN MONOLITH 1' X 12'-6" RECEPTION DESK GS SERVICE WRITE-UP/ ADVISERS SS SERVICE MGR. MERCHANDISE MEN WOMEN GENERAL MANAGER ELEV F&I OFFICE F&I OFFICE F&I OFFICE SALES MANAGERS TECH PARTS PARTSMANAGER VEHICAL DELIVERY WALL BIOMETRIC KEYTRAK PARTS SHELVING / RACKING T.B.D. OPT. FUTURE PARTS TOWER PARTS TOWER SERVICE RECEPTION 1 EV BAY EV BAY 2 3 4 5 6 7 8 SHOWROOM / SALES CONSULT WELCOME KIOSK VESTIBULE GS EXIT ACCESS TOOLS & EQUIP SINK / CHEM. ALIGNMENT BAY PIT UP EXIT ADA MAIN ENTRY / EXIT AU T O S L I D E R S GL A S S W A L L - V E R I F Y S Y S T E M AUTOSLIDERS SHIPPING/ RECEIVING/ NIGHT DROP AUTOSLIDERS NU T S / B O L T S FAMILY JAN. ACTIVE / INACTIVE SERVICE DOORS AND ADA EXIT PREMIUM LOUNGE CUSTOMER AREA EXIT EXIT GL A S S W A L L EXIT EXIT RETAIL PARTS HALL BIOMETRIC KEYTRAK CABINETS ADA OPENSTAIR BUP COPY / FILES STAFF WORK AREA UP ALT. DIGITAL SIGNAGE KIA STORY ACTIVE / INACTIVE SERVICE DOORS AND ADA EXIT OPENACCESSSTAIR A SINK / CHEM. C02 FL U I D S F I L L FEATURE BACK WALL OF F & I GIVEN GLASS FRONT WALL GLASS WALL AL T . F E A T U R E W A L L IN L I E U O F G L A S S SPECIALTY LIGHT ABOVE SPECIALTY LIGHT & ACCENT SOFFIT ELEMENT ABOVE VE R T . W A L L L I G H T S A B O V E CONSULT CONSULT CONSULT CONSULT WG-4 WG-4 WG-4 WG-4 WG-4 WG-2 WG-3 WG - 2 T V T V WG-4 DIGITAL SIGNAGE KIA STORY AL T . L E S S G L A S S AUTOSLIDERS MOTHERS RM DISPLAY T.B.D. DI S P L A Y T . B . D . OPT. SEC. SHUTTER WG-4 WG-4 OPT. ACCESS DOOR FWT C02 C02 1011121415161718 MAIN ELEC. / UTILITY CAR WASH EQUIPMENT / WATER SOFTENER DRIVE-THRU CAR WASH PREP AREADRY AREA (5) DETAIL BAYS MAINTENANCE OR ALT. FLEX BAY / USED VEHICAL PHOTO BOOTH RECLAIM TANKS BELOW RINSE SOFT TOUCH AIR LIFT DOOR AIR LIFT DOOR SINK / CHEM. TECH. UNI-SEX TOILET 13 919 GF I OPT. TRASH OR STORAGE OR ALT. MAINTENANCE FIRE RISER / DOMESTIC SERVICE VEST. EXIT ADA EXIT C02 FL U I D S EXIT C02 C02 FWT EXIT HEATED EXT. SLAB EXIT W/ HEATED EXT. SLAB ENTRY W/ FWTLOW ROOF AREA OVER SERVICE DROP OFF LOW ROOF AREA OVER DELIVERY PORTAL BELOW 69 SF 2,520 SF + 1,120 SF W/ OPT. EXPANDED DROP OFF 1,701 SF 5,976 SF LOW ROOF AREA OVER DETAIL & CARWASH 10,512 SF SHOP ROOF AREA 12,710 SF MAIN ROOF 3610 HWY 61 N GEM LAKE, MN 55110 Mark Revision / Issue Date Architectural Consortium, L.L.C. 2024 PR E L I M I N A R Y NO T F O R C O N S T R U C T I O N PREPARED FOR: BARNETT AUTO DEALERSHIP REDEVELOPMENT 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com CONSULANT: CITY SUBMITTAL 07/22/24 A2.0 PROPOSED SCHEMATIC FLOOR PLAN - B3.7 MOD SCALE: AS NOTED NORTHNORTH NORTH 1233.13.54.5 44.7 4.255.565.976.26.4 4" 9' - 0 " 12 ' - 0 " EXPRESS DELIVERY 12 ' - 0 " 3' - 0 " TY P 12 ' - 0 " 9' - 0 " 36 ' - 0 " 21 ' - 0 " BARNETT SERVICE ENTRY PORTAL SHOWROOM LOW SHOWROOM AREA W/ DELIVERY BEYONDSERVICE RECEPTION ENTRY 3610 7'-6" ACM EG-3 EG-5 EG-1EG-4 CW-1 TYP ACM-1 ACM-2 CF-1 CW-1 TYP 8 TYP 10 TYPD-1A CF-4 RS-1 CF-1 SF-1 TYP D-2D-4 ACM-1CF-1 RS-1 PCCP-1 ACM-2 12" ADDRESS NUMBERS, TYP. LF-1 ACM-1 ACM-2 NOTE: PATTISON SIGN GROUP REQUIRED TO PROVIDE AND INSTALL ALL ACM LOCATIONS ON BUILDING A D D1 E F F1 G HG1G2 J 11 ' - 1 0 " 21 ' - 0 " 24 ' - 0 " 12 ' - 0 " 9' - 0 " 21 ' - 0 " CAR WASH ENTRY SERVICE SHOPPARTS PARTS DELIVERY MAINTENANCE / TRASH SERVICE VESTIBULE FIRE RISER ACCESS 3 6 1 0 EG-1 ACM-2ACM-1 CF-1 CF-2 CF-4 CF-4CF-1RS-1 PCCP-1 PCCP-1 D-4D-2D-4B D-5 D-4CD-2 PCCP-1CF-4 LF-1LF-2D-4A SF-1D-1 D-1 F & IDELIVERY CW-1 ACM-1 ACM-2 10 BEYOND SF-1 DETAIL / CLEANUP SHOP BEYOND 8'-0" TYP. PCCP ACM-2 B 78° SHOWROOM BEYOND ENTRY PORTAL BEYOND F D C CF-1-4 PCCP-1 SF-1 D-1 D-2 D-4 D-3 CW-1 ACM-2 ACM-1 D-1A LF-1 D-4A D-4B ACM-3 RS-1 ACM WALL PANEL - PREFINISHED MANUFACTURED BY - ALPOLIC / FR DRY JOINT SYSTEM COLOR: "TOB BLACK" ENTRY PORTAL - ACM WALL PANEL MANUFACTURED BY- ALPOLIC / FR DRY JOINT SYSTEM COLOR: "BSX SILVER METALLIC" ACM WALL PANEL MANUFACTURED BY- ALPOLIC / FR DRY JOINT SYSTEM COLOR: SIMILAR TO BENJAMIN MOORE -COVENTRY GRAY PREFINISHED METAL CAP FLASHING COLOR: TO MATCH WALL BELOW ALUM FRAME CURTAIN WALL SYSTEM -CLEAR INSULATED GLASS-"CAPPED" WITH ALUM COVER COLOR:CLEAR ANODIZED STOREFRONT ALUMINUM WINDOW SYSTEM WITH CLEAR INSULATED GLASS COLOR: CLEAR ANODIZED DECORATIVE PRECAST CONCRETE WALL PANEL W/ 3' HORZ. RAKED REVEAL COLOR: INTEGRAL COLORED CONC - TO MATCH BENJAMIN MOORE - COVENTRY GRAY SMALL AGGREGATE FINISH TEXTURE "EXTERIOR CAR DOOR"-ENTRY DOOR SYSTEM WITH ALUMINUM FRAME AND CLEAR INSULATED GLASS COLOR: CLEAR ANODIZED "AUTOMATIC" ENTRY DOOR SYSTEM WITH ALUMINUM FRAME AND CLEAR INSULATED GLASS COLOR: CLEAR ANODIZED "EXTERIOR MAN DOOR"-ENTRY DOOR SYSTEM WITH ALUMINUM FRAME AND CLEAR INSULATED GLASS COLOR: CLEAR ANODIZED NOT USED HIGH-SPEED COILING OH DOOR, ALUMINUM FRAMING WITH CLEAR POLYCARBONATE WINDOWS- FULLVIEW COLOR: CLEAR ANODIZED OH DOOR- ALUMINUM FRAMING WITH CLEAR INSULATED GLASS COLOR: CLEAR ANODIZED OH DOOR- PREFINISHED METAL WITH SOLID INSULATED PANELS COLOR: SILVER METALIIC TO MATCH CLEAR ANOD. EXTERIOR LIGHT FIXTURE- WALL MOUNTED "DOWN LIGHT" DESIGN PREFINISHED METAL ROOF SCREEN WITH HORIZONTAL "RIBBED" PROFILE COLOR: DARK GREY EXTERIOR MATERIAL KEY PCCP-1A DECORATIVE PRECAST CONCRETE WALL PANEL W/ 4" O.C. RAKED HORZ. REVEALS COLOR: INTEGRAL COLORED CONC - TO MATCH BENJAMIN MOORE - COVENTRY GRAY SMALL AGGREGATE FINISH TEXTURE D-5 AIRLIFT OH CARWASH DOOR - ALUMINUM FRAMING WITH CORRUGATED DOUBLE WALL CLEAR POLYCARBONATE WINDOWS D-4C OH DOOR- COMBO IINSULATED STEEL AND SINGLE SECTION ALUMINUM FRAMING WITH OBSCURE TRANSLUCENT INSULATED GLASS COLOR: CLEAR ANODIZED LF-2 EXTERIOR EMERGENCY EGRESS LIGHT BY ELEC. PCCP-2 DECORATIVE PRECAST CONCRETE WALL PANEL W/ 3' HORZ. RAKED REVEAL COLOR: INTEGRAL COLORED CONC - COLOR MATCH T.B.D. 3610 HWY 61 N GEM LAKE, MN 55110 Mark Revision / Issue Date Architectural Consortium, L.L.C. 2024 PR E L I M I N A R Y NOT F O R C O N S T R U C T I O N PREPARED FOR: BARNETT AUTO DEALERSHIP REDEVELOPMENT 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com CONSULANT: CITY SUBMITTAL 07/22/24 A3.1 PROPOSED EXTERIOR ELEVATIONS SCALE: AS NOTED 1 2 5.4 65.9 76.2 6.44.5 4" 9' - 0 " 12 ' - 0 " 21 ' - 0 " 12 ' - 0 " 3' - 0 " TY P 36 ' - 0 " 52-BJ-84P 06 01 24 ' - 0 " 8'-0" TYP. PCCP DETAIL / CLEANUP SHOP SERVICE SHOP BEYOND MAINTENANCE / TRASH SERVICE RECEPTION EXIT D-4D-2 D-4C LF-1 LF-2 CF-4 PCCP-1 PCCP-1PCCP-1 CF-4CF-4 ACM-2CF-4 CF-2 ACM-2 ACM-1 CF-1PROPOSED PARAPET OPENING FOR ROOF ACCESS PCCP-1 LF-1 3 6 1 0 TOP OF DETAIL ROOF RS-1 BARNETT OPTIONAL NON-ILLUMINATED SIGN EG-6 T.B.D. CDEFD1 AA1F1GHG1G2J EN T R Y P O R T A L 11 ' - 1 0 " 12 ' - 0 " 10 ' - 0 " 21 ' - 0 " SERVICE RECEPTION SHOWROOM BEYONDSERVICE SHOP CAR WASH EXIT CAR WASH 7 8 ° D-4D-5 D-1D-2 ACM-1 CF-1EG-1ACM-1CF-1ACM-2 CF-2SF-1 SF-1ACM-2 CW-1 PCCP-1CF-4 CF-4 PCCP-1 DETAIL / CLEANUP SHOP ACM-2 21 ' - 0 " 3 6 1 0 ENTRY PORTAL BEYOND 12" ADDRESS NUMBERS, TYP. GAS METER BEYOND 30 ' - 0 " 10'-0" BLACK ACM-1 SILVER METALLIC ACM 3'-2" LED HALO ACCENT LIGHTING AROUND PERIMETER EDGE, TYP ILLUMINATED LOGO NOTE: SIGN MUST BE SOURCED THROUGH PATTISON SIGN GROUP STRUCTURAL FOUNDATION BY SIGN VENDORSIGN PERMIT BY VENDOR KUSPS30 BARNETT DELIVERY SERVICE EG-1 - 38.25 SF 3' - 0 " 12'-9" THE EG-1 FRONT LOGO IS FABRICATED ALUMINUM PAINTED KIA METALLIC SILVER WITH 2" DEEP ALUMINUM RETURNS AND BACKLIT. EG-4 - 14 SF THE EG-4 “SERVICE” IS AN INTERNALLY ILLUMINATED CAN SIGN. THE FACE IS KIA METALLIC SILVER PERFORATED VINYL THAT WILL LLUMINATE WHITE AT NIGHT AND HAS 3" DEEP ALUMINUM RETURNS THAT ARE FLUSH MOUNTED TO THE FACADE. 1' - 6 " 9'-4" EG-3 - 15.5 SF THE EG-4 “BARNETT” IS AN INTERNALLY ILLUMINATED CAN SIGN. THE FACE IS KIA METALLIC SILVER PERFORATED VINYL THAT WILL LLUMINATE WHITE AT NIGHT AND HAS 3" DEEP ALUMINUM RETURNS THAT ARE FLUSH MOUNTED TO THE FACADE. 1' - 6 " 10'-4" EG-5 - 16.5 SF THE EG-5 “DELIVERY” IS AN INTERNALLY ILLUMINATED CAN SIGN. THE FACE IS KIA METALLIC SILVER PERFORATED VINYL THAT WILL LLUMINATE WHITE AT NIGHT AND HAS 3" DEEP ALUMINUM RETURNS THAT ARE FLUSH MOUNTED TO THE FACADE. 1' - 6 " 11'-0" BARNETT 3' - 0 " 12'-9" 1' - 6 " 10'-4" EG-6 - 53.75 SF THE EG-6 IS AN PROPOSED OPTIONAL STACKED NON-ILLUMINATED METALLIC SILVER DIMENSIONAL SIGN. FLUSH MOUNTED TO THE FACADE. 2'-8" VERIFY SERVICE DELIVERY PARTS SALES 5' - 0 " VE R I F Y PLACE HOLDER ONLY AT THIS TIME - FINAL SIGN DESIGN T.B.D. 3610 HWY 61 N GEM LAKE, MN 55110 Mark Revision / Issue Date Architectural Consortium, L.L.C. 2024 PR E L I M I N A R Y NOT F O R C O N S T R U C T I O N PREPARED FOR: BARNETT AUTO DEALERSHIP REDEVELOPMENT 1600 West Lake Street, Suite 127 612-436-4030 Minneapolis, MN 55408 www.archconsort.com CONSULANT: CITY SUBMITTAL 07/22/24 A3.2 PROPOSED EXTERIOR ELEVATIONS SCALE: AS NOTED 961.6 ASH18 96 1 . 9 AS H 1 0 958.8 ASH10 96 0 . 3 AS H 1 8 COORDINATE AND REMOVE LIGHT POLE PROTECT HYDRANT REMOVE CURB PROTECT CULVERT REMOVE STORM MANHOLE REMOVE STORM SEWER REMOVE SIGN REMOVE FENCE REMOVE FENCE REMOVE FENCE REMOVE CURB & GUTTER PROTECT SIGN PROTECT POWER POLE & GUY WIRES PROTECT STORM SEWERPROTECT TELEPHONE LINE PROTECT SANITARY MANHOLE PROTECT SIGN PROTECT POWER POLE PROTECT OVERHEAD ELECTRIC REMOVE FENCE REMOVE FENCE ABANDON UNDERGROUND LIGHTING CABLE IN PLACE. REMOVE WHEN ENCOUNTER DURING CONSTRUCTION REMOVE CURB REMOVE LIGHT POLE AND BASE PROTECT HYDRANT PROTECT POWER POLE PROTECT SANITARY SEWER REMOVE BOLLARDS REMOVE BOLLARDS REMOVE BOLLARDS REMOVE BOLLARDS REMOVE BOLLARDS REMOVE BOLLARDS REMOVE FIBER OPTIC BOX REMOVE GAS METERS REMOVE TRANSFORMER & CONCRETE PAD REMOVE BOLLARDS REMOVE BOLLARDS (TYP) REMOVE BOLLARDS (TYP) REMOVE FENCE PROTECT LIGHT POLE PROTECT CURB & GUTTER PROTECT SIGN PROTECT FIBER OPTIC BOX PROTECT POWER POLE PROTECT OVERHEAD POWER LINE PROTECT SIDEWALK PROTECT SIGN REMOVE CURB REMOVE SIGN REMOVE CONCRETE REMOVE CURB PROTECT FENCE OUTSIDE PROPERTY REMOVE CURB REMOVE BOLLARDS ABANDON WELL REMOVE FENCE PROTECT GAS LINE PROTECT TELEPHONE LINE REMOVE LIGHT POLES AND BASE REMOVE BOLLARD REMOVE LIGHT POLE AND BASE ABANDON UNDERGROUND LIGHTING CABLE IN PLACE. REMOVE WHEN ENCOUNTER DURING CONSTRUCTION REMOVE LIGHT POLE AND BASE (TYP) ABANDON UNDERGROUND LIGHTING CABLE IN PLACE. REMOVE WHEN ENCOUNTER DURING CONSTRUCTION (TYP) REMOVE LIGHT POLE AND BASE (TYP) ABANDON UNDERGROUND LIGHTING CABLE IN PLACE. REMOVE WHEN ENCOUNTER DURING CONSTRUCTION (TYP) REMOVE STORM SEWER REMOVE STORM MANHOLE REMOVE STORM SEWER REMOVE BOLLARDS (TYP) PROTECT SIGN REPLACE IF SIGN FADES 9030 SCALE IN FEET Know what's below. Call before you dig. R A1 DEMOLITION PLAN 1" = 30'ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 PRELIMINARY SUBMITTAL XX/XX/14 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-010 DEMOLITION PLAN DEMOLITION NOTES 1.BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY TAKEN FROM SURVEY PERFORMED BY E.G. RUD & SONS, INC., MINNESOTA ON APRIL 21, 2023 EXPRESSLY FOR THIS PROJECT . ELAN DESIGN LAB CANNOT GUARANTY THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 2.CONTRACTOR SHALL BRING ANY CHANGED OR UNFORESEEN CONDITIONS THAT COULD RESULT IN ADDITIONAL COST TO THE ATTENTION OF THE OWNER AND ENGINEER AS SOON AS THEY ARE DISCOVERED SO THAT THEY CAN BE PROPERLY DOCUMENTED. FAILURE TO NOTIFY OR COVERING UN-WITNESSED WORK SHALL RESULT IN REJECTION OF CLAIMS FOR ADDITIONAL COMPENSATION. 3.PROTECT ALL STRUCTURES AND LANDSCAPE NOT LABELED FOR DEMOLITION FROM DAMAGE DURING CONSTRUCTION. ANY ON-SITE OR OFF-SITE AREAS DISTURBED DIRECTLY OR INDIRECTLY DUE TO CONSTRUCTION SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY CIVIL PENALTIES RESULTING FROM THEIR WORK UNDER THIS CONTRACT. 4.LIMIT CONSTRUCTION ACTIVITIES TO THE CONSTRUCTION LIMITS SHOWN ON THE PLAN. WHERE WORK EXTENDS TO PUBLIC RIGHT-OF-WAY IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPLY FOR ALL PERMITS, PREPARE ALL DRAWINGS AND PAY ALL FEES AND COSTS. ALL CONSTRUCTIONACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCES. 5.PROVIDE AND MAINTAIN NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE GENERAL PUBLIC THROUGHOUT THE LIFE OF THE PROJECT. 6.ALL CONSTRUCTION AND DEMOLITION WASTE SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE AND FEDERAL REQUIREMENTS. ABATEMENT OF ANY MATERIALS DETERMINED TO BE HAZARDOUS SHALL BE REMOVED IN ACCORDANCE WITHREGULATORY REQUIREMENTS. 7.REMOVE ALL EXISTING SURFACE SITE FEATURES INCLUDING, BUT NOT LIMITED TO, BITUMINOUS PAVING, CURBING, WALKWAYS, FENCING, SITE LIGHTING AND RELATED FOUNDATIONS, SITE SIGNAGE AND RELATED FOUNDATIONS AND LANDSCAPING WITHIN THE CONSTRUCTION LIMITS UNLESS NOTED OTHERWISE. 8.COORDINATE RELOCATION, DISRUPTION OF OF SERVICE AND DEMOLITION OF ANY PRIVATELY OWNED UTILITIES WITH THE APPROPRIATE UTILITY COMPANY. RESTORATION SHALL BE IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS AT CONTRACTORS EXPENSE. RE-USEOF ANY EXISTING SERVICES TO BE AT THE DISCRETION OF THE UTILITY OWNER. 9.INSTALL SILT FENCE PRIOR TO COMMENCING GRADING ACTIVITIES. SILT FENCE MUST BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO ANY SITE WORK. MAINTAIN FENCES FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF AND SEEDING, REMOVE FENCES AND DISPOSE OFFSITE. REMOVE CURB & GUTTERREMOVE BUILDING REMOVE BITUMINOUS PROPERTY LINE REMOVE FENCE CONSTRUCTION LIMITS LEGEND SLOW 6 10 7 15 22 23 25 22 22 34 35 31 26 15 15 15 11 11 6 23 ONLY BUILDING 34,060 +/- SF. T NO PARKIN G NO PARKIN G STOP SIGN CONCRETE STOOP SEE ARCH (TYP) LIGHTING (TYP) SEE ELEC 18 ' 24 ' 18 ' 18 ' 24 ' 18 ' 10 . 6 7 ' 40' 2 0 . 6 7 ' 18'24.9' 10 . 3 5 ' R 5 ' R3. 6 7 'R10 ' R 3 . 6 7 ' R3.67' R3.6 7 ' R10' R3.67' R5' R 5 ' R3' R5 ' R15' R3 . 6 7 ' R10'R1 5 ' R20 ' R 2 0 ' R5' R 5 ' R 3 . 6 7 ' R3.67 ' 8'8' 8' 8'8'8' 9' TYP 28 ' 1 8 ' 2 4 ' 30 ' 18 ' 18 ' 18 ' 18 ' 24 ' 18 ' 18 ' 24 ' 18 ' 18 ' 24 ' 18 ' 18 ' 24 ' 18 ' 18 ' 28 ' 18 ' PYLON SIGN SEE ARCH 9' TYP 17.5' 17.5' EXISTING STOP SIGN 12 ' TRANSFORMER SEE ELEC 9' TY P LIGHTING (TYP) SEE ELEC 20.65' 13.61' 12.25' 18' 30' 10.7' 8.3' HEAVY DUTY BITUMINOUS PAVEMENT SECTION (TYP) E1 C-501 24 . 3 6 ' 75 . 8 ' 178' 23 . 6 7 ' 23 2 . 3 3 ' 18 ' 30 ' 9' TYP 18' 18' 24' 10.7' 24' 13'13'7' 7'13'13' 3.83' 11 ' 3' 3' 18' 28' 18.67' 4.67' 20' WIDE POWERED GATE 24' EV CHARGING STALL EXISTING PYLON SIGN ACCESSIBILITY SIGNAGE (TYP) 10' PARKI N G S E T B A C K 10 ' S I D E Y A R D S E T B A C K 6' HIGH BLACK VINYL COATED CHAIN LINK FENCE (TYP) 20' FRONT YARD SETBA C K 10' STORMWATER SETBACK PROPOSED LOT LINE 10 ' S I D E S E T B A C K REMOTE INVENTORY PARKING TOTAL 85 STALLS CUSTOMER PARKING TOTAL 33 STALLS INVENTORY PARKING TOTAL 186 STALLS SECURE PARKING TOTAL 30 STALLS EMPLOYEE PARKING TOTAL 40 STALLS 10' SIDE YARD SETBACK EXISTING ROADWAY EASEMENT NOT INCLUDED IN SITE CALCULATIONS 20 ' F R O N T Y A R D S E T B A C K 20' 20' FR O N T Y A R D S E T B A C K R5' R10 ' R3.6 7 ' R 3 . 3 7 ' 20' BUILDI N G S E T B A C K UNDERGROUND INFILTRATION SYSTEM R 1 0 ' R 2 0 ' R 3 . 6 7 ' R3.67' R 2 5 ' R5' R10' R10' R 1 0 ' R38' R3.67' R10 ' 24 ' 28' ENTRY/ DIRECTIONAL SIGN DIRECTIONAL SIGN VEHICLE DISPLAYAREA 18.3' R 5 ' R4' R3.6 7 ' D412 CURB & GUTTER (TYP) R 3 . 6 7 ' R10' R3 . 6 7 ' R3 0 ' R 1 0 ' R15' SNOW STORAGE 24' R 5 ' LIGHTING (TYP) SEE ELEC TRUNK HIGHWAY EASEMENT EXCLUDED FROM AREA CALCULATION 22 . 1 ' R3.67' 23 . 5 ' ICE MELT SYSTEM SEE ARCH R10' INTEGRAL CURB &WALK SNOW STORAGE 14.67' R 3 . 6 7 ' 13 . 3 3 ' R 3 . 6 7 ' R3.6 7 ' R 3 . 6 7 ' R15' R 5 ' R3.67' SNOW STORAGE 30' R 1 0 ' R10' 9' TY P CARD READER SEE ARCH FIRE DEPARTMENT CONNECTION DIRECTIONAL SIGN 18'18' 6' HIGH BLACK VINYL COATED CHAIN LINK FENCE (TYP) 24' R1 0 ' R3.67 ' R 3 . 6 7 ' R10' R1 0 ' R3.67' R 3 . 6 7 ' R10' R1 0 ' R3.67' R 3 . 6 7 ' R10' R1 0 ' R3.67 ' R 3 . 6 7 ' R10' R5' R 5 ' R5' D412 CURB & GUTTER (TYP) D412 CURB & GUTTER (TYP) SNOW STORAGE R 2 5 ' R 3 . 6 7 ' R10 ' R38 ' R25' 28' SNOW STORAGE ACCESS AISLE SIGNAGE (TYP) 10 . 6 7 ' 15.87' 14.67' 18 ' R 1 0 ' B412 CURB & GUTTER (TYP) E5 C-501 D412 CURB & GUTTER (TYP) C2 C-501 CONCRETE WALKWAY PAVEMENT SECTION (TYP) E4 C-501 CONCRETE PAVEMENT SECTION (TYP)E3 C-501 BOLLARD (TYP) C3 C-501 C4 C-501 TRAFFIC SIGNAGE (TYP) C6 C-501 D1 C-501 D2 C-501 CONCRETE PAVEMENT JOINT (TYP) CURB TRANSITION (TYP) C1 C-501 BITUMINOUS INTERLOCK AT MATCH LINE (TYP) A4 C-501 COMMERCIAL DRIVEWAY (TYP) A2 C-501 B618 CURB & GUTTER (TYP) A1 C-501 SIDEWALK JOINT (TYP) B3 C-502 D412 CURB & GUTTER (TYP) 81 . 1 6 ' CONCRETE WALKWAY PAVEMENT SECTION (TYP) CONCRETE PAVEMENT SECTION (TYP) B412 CURB & GUTTER (TYP) B412 CURB & GUTTER (TYP) B412 CURB & GUTTER (TYP) EXISTING EDGE OF SHOULDER 9030 SCALE IN FEET Know what's below. Call before you dig. R A1 SITE PLAN 1" = 30'ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-101 SITE PLAN SITE PLAN NOTES 1.VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 2.DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 3.MEET AND MATCH EXISTING CONDITIONS. PROVIDE TRANSITION AS NECESSARY. 4.ON-SITE CURB TO BE B412, MODIFIED B612 (4" HIGH), UNLESS NOTED AS D412 CONCRETE CURB & GUTTER OR INTEGRAL CURB/WALK. 5.ALL CURBS TO HAVE 3/4" EXPANSION JOINTS AT A MAXIMUM OF 100'-0" AND CONTROL JOINTS AT A MAXIMUM OF 10'-0". 6.ALL PARKING STALLS TO BE PAINTED WITH A 4" WIDE WHITE STRIPING. ACCESSIBLE SYMBOLS TO BE PAINTED IN WHITE AND ACCESSIBLE ACCESS AISLES TO BE PAINTED WITH A 4" WIDE WHITE PAINTED STRIPE 18 INCHES ON CENTER AND AT 45 DEGREE ANGLES TO STALL, WITH 'NO PARKING' MARKED. REFLECTORIZED PAINT SHALL COMPLY WITH MNDOT 3592. PROJECT SUMMARY ZONED: GATEWAY AND VILLAGE CENTER GATEWAY ZONED: NEIGHBORHOOD CENTER (NC) SETBACK SUMMARY REQUIRED PROPOSED BUILDING 30'75.8' SCHEUNEMAN ROAD 81.2' STATE HIGHWAY 61 PARKING FRONT 20'20' COUNTY ROAD E 22.1' SCHEUNEMAN ROAD 10'10' STATE HIGHWAY 61 SIDE / REAR 10'10' INTERIOR LOT LINES AREA SUMMARY SITE 243,417 SF. (5.59 AC) RIGHT -OF-WAY EASEMENT 1,897 SF. NET AREA 241,520 SF. EXISTING PROPOSED IMPERVIOUS 237,526 SF. (98%) 192,677 SF. (80%) BUILDINGS 31,865 SF. (13%) 34,060 SF. (14%) PARKING, WALK, & TRASH 205,661 SF. (85%) 158,617 SF. (66%) PERVIOUS AREA 3,994 SF. (2%) 48,843 SF. (20%) PARKING SUMMARY REQUIRED 67 STALLS 1 STALL/ 1,000 SF. TOTAL 41,750 SF = 42 STALLS 1 SERVICE STALL/ DETAIL BAY = 25 STALLS PROPOSED CUSTOMER 33 STALLS 4 - 8' X 18' ACCESSIBLE STALLS 29 - 9' X 18' STALLS SERVICE/ STAFF 40 - 9' X 18' STALLS SECURED STALLS 30 - 9' X 18' STALLS EXTERIOR INVENTORY 271 - 9' X 18' STALLS TOTAL 374 STALLS LEGEND HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT STANDARD BITUMINOUS PAVEMENT PERVIOUS AREA CONCRETE WALKWAY SLOW ONLY BUILDING T NO PARKIN G NO PARKING T SLOW ONLY BUILDING T NO PARKIN G NO PARKING T SLOW ONLY BUILDING T NO PARKIN G NO PARKIN G T 18060 SCALE IN FEET Know what's below. Call before you dig. R C1 TRUCK CIRCULATION - 39' FIRE TRUCK 1" = 60' ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-102 TRUCK CIRCULATION C4 TRUCK CIRCULATION - CAR TRANSPORT 1" = 60' A1 TRUCK CIRCULATION - SEMI TRUCK 1" = 60' PR O P O S E D L O T L I N E PROPOSED BUILDING 25.81' 20.09' S1 4 ° 3 2 ' E 36 6 . 0 5 ' 9030 SCALE IN FEET Know what's below. Call before you dig. R A1 PROPOSED LOT LINE ADJUSTMENT 1" = 60'ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 PRELIMINARY SUBMITTAL XX/XX/14 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-103 PROPOSED LOT LINE ADJUSTMENT NOTES: FINAL LEGAL DESCRIPTIONS TO BE PROVIDED BY PROJECT SURVEYOR. SEE SHEET C-101 FOR SETBACKS AND OTHER PROPOSED SITE IMPROVEMENTS. APPROXIMATE LOT AREA SOUTH PARCEL 242,416.8 SF 5.565 AC NORTH PARCEL 172,438.5 SF 3.959 AC BUILDING FFE 963.0 34,060 +/- SF. T NO PARKIN G NO PARKIN G 1 . 5 % 962.35' 1. 5 % 961.70' 961.15' 962.90' 2. 5 % 1.2% 1. 5 % 1. 5 % 1. 5 % 963.73' 963.75'962.65' 964.03' 963.94' 959.90' 959.1' ± MATCH 960.92' HP 963.45'963.06' 1.5 % 1. 9 % 2.8 % 965.30' 1. 9 % 962.57'962.90' TC 963.00'963.00' TC 962.90' TC 962.68' TC 960.87' 960.75' 961.15' HP 962.25' 963.55' 962.95' 963.60' 965.35' 961.66' LP 963.00' 961.70' 962.57' 962.03' 960.26' 962.85' 962.40' 960.50' 961.40' LP 962.54' LP 962.70' LP 962.70' LP 963.20' HP 3.2% 961.90' 962.53' 960.90' 961.50' 3.3 % 961.65' 961.50' 961.50' 1.7% 961.50' TC 961.50'961.83' TC 960.89'961.22' TC 961.38' 960.50' LP 3. 5 % 1.6% 961.50' 961.10' 960.70' 959.9' ± MATCH 959.9' ± MATCH 962.63' 962.90' 963.00' 963.00'963.00' TC 962.60'962.93' TC 964.65' 964.20' HP 963.75' 960.50' LP 963.92' 963.39' 960.74'960.70' 963.81' 963.65' 964.03' 2.9% 963.20' 963.05'963.10' 963.30' 962.80' 961.44' LP 962.11'961.82' 961.90'960.90' LP 962.10' 961.85'3.7 % 962.20' 961.70' 963.21' 965.59' 964.90' 964.15' 964.25' 964.03' 962.17' 962.45' 959.75' LP 960.10' 959.80' LP 962.45' 963.50' 963.48' 963.12' 962.99' 963.90' 964.20' 963.30' 963.60' 963.10' 2.0% 964.00' 963.70' 1.5 % 963.00'1.9% 964.00' 964.30' 964.30' 1.8 % 964.10' 962.77' 963.65' 963.24' 962.77' 963.53' 962.85' 964.00' 963.90' 963.65' 959.80' A3 C-202 A1 C-202 D3 C-202 962.22' 961.75' 9 6 1 961 9 6 2 9 6 3 9 6 4 965 962 963 964 962 961 962 962961 962 9 6 1 9 6 4 9 6 4 96 5 9 6 3 9 6 2 9 6 5 9 6 4 9 6 3 9 6 2 9 6 2 9 6 2 963 962 965 964 963 962 962 962 962 9 6 5 9 6 3 96 4 964 963 96 3 963 96 3 963 96 4 964 964 964 9 6 4 964 96 4 96 3 964 963 964 964 962 961 960 960 961 962 962 96 2 96 1 9 6 1 960 96 0 961 959 96 0 95 8 960 960 961957 962 96 1 961 961.73' 961.76' 962.53' 962.53' CO CO T CO CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS 9030 SCALE IN FEET Know what's below. Call before you dig. R A1 GRADING PLAN 1" = 30'ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-201 GRADING PLAN GRADING NOTES HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT IMPERVIOUS EXISTING PROPOSED BUILDING TOTAL IMPV NPDES AREA SUMMARY PAVEMENT TOTAL DISTURBED AREA TOTAL PERVIOUS 0.73 ACRES 1.VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 2.FOLLOW RECOMMENDATIONS PRESENTED IN GEOTEHNICAL EVALUATION PREPARED FOR BARNETT COMPANIES DATED JULY 17, 2023 BY BRAUN INTERTEC. 3.ALL WORK TO COMPLY WITH CURRENT MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION UNLESS NOTED. 4.ON-SITE GRANULAR SOIL IS GENERALLY SUITABLE FOR STRUCTURAL FILL. SILT, CLAY OR ORGANIC SOILS SHALL NOT BE USED FOR STRUCTURAL FILL. PLACEMENT OF STRUCTURAL FILL SHALL BE OBSERVED AND TESTED BY AN EXPERIENCED TECHNICIAN OR ENGINEER TO VERIFY THAT PROPER COMPACTION HAS BEEN ACHIEVED. STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED (DRIED OR WETTED) AS APPROPRIATE PRIOR TO PLACEMENT. MOISTURE CONDITIONED ENGINEERED FILL SHALL BE PLACED AND COMPACTED IN LOOSE LIFTS OF 8 INCHES OR LESS. EACH LIFT OF FILL SHOULD BE COMPACTED BY LARGE VIBRATORY EQUIPMENT UNTIL THE IN-PLACE SOIL DENSITY IS EQUAL TO OR GREATER THAN THE CRITERIA ESTABLISHED WITHIN THE FOLLOWING TABULATION. TYPE OF CONSTRUCTION COMPACTION CRITERIA MOISTURE CONTENT VARIANCE FROM OPTIMUM (% RESPECTIVE PROCTOR) NON-ENGINEERED FILL (GREEN SPACE) 90 ENGINEERED FILL PLACED AS PAVEMENT 100 FOR SAND AND GRAVEL AGGREGATE BASE (CLAY NOT ACCEPTABLE) ENGINEERED FILL PLACED MORE THAN 3 FEET 95 BELOW PAVEMENT AGGREGATE BASE ENGINEERED FILL PLACED IN UPPER 3 FEET 100 BELOW PAVEMENT AGGREGATE BASE 5.SIDEWALLS SHALL BE RETAINED BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING PROJECT EXCAVATIONS USING SAFE METHODS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR NAMING THE “COMPETENT INDIVIDUAL” AS PER SUBPART P OF 29 CFR 1926.6 (FEDERAL REGISTER - OSHA). 6.CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SOIL, UTILITY AND BUILDING RETENTION SYSTEMS. 7.PAVEMENT: SEE DETAILS SHEET C-501 FOR BITUMINOUS AND CONCRETE PAVEMENT SECTION. 8.CONCRETE MIX NO. 3F52 (MNDOT 2461) SHALL BE USED FOR HAND PLACED FORMED CURB AND GUTTER, MEDIANS, DRIVEWAYS, CROSS GUTTERS, SIDEWALKS, PEDESTRIAN RAMPS AND MEDIANS. CONCRETE MIX NO. 3F32, MNDOT SPECIFICATION 2461) SHALL BE USED FOR AN EXTRUSION MACHINE PLACEMENT OF CONCRETE. IN THE PRODUCTION OF CONCRETE, AN AIR ENTRAINING AGENT SHALL BE ADDED TO THE MIX ACCORDING TO MNDOT 2461.4. 9.FORM COATING MATERIAL SHALL MEET MNDOT 3902. 10.CONCRETE INSTALLATION SHALL CONFORM WITH MNDOT 2531. 11.SITE CONCRETE FINISHING - CONCRETE SHALL BE STRUCK TRUE TO CROSS SECTION AS SHOWN ON THE PLANS. N O ADDITIONAL WATER MAY BE ADDED TO AID IN THE FINISHING PROCESS. A LIGHT BROOM FINISH WILL BE REQUIRED AT RIGHT ANGLES TO THE CENTER LINE ON ALL CONCRETE WORK UNLESS DIRECTED OTHERWISE. ALL EXPOSED EDGES AND JOINTS IN CURB,GUTTER, SIDEWALK AND STEPS SHALL BE ROUNDED WITH A SUITABLE EDGING TOOL. BEFORE FINAL FINISHING, THE CONTRACTOR SHALL CHECK THE CONCRETE WITH A TEN (10) FOOT STEEL STRAIGHT EDGE TO ENSURE THERE IS NO VARIATION GREATER THAN 3/16” FROM THE STRAIGHT EDGE ON TANGENT LINES OR GRADES. IF DEVIATIONS GREATER THAN 3/16” ARE FOUND THE WORK WILL BE CONSIDERED AS UNACCEPTABLE AND WILL BE REQUIRED TO BE REMOVED AND REPLACED AT NO EXPENSE TO THE OWNER. 12.CONCRETE CURING SHALL BE PERFORMED BY APPLYING A MEMBRANE CURING COMPOUND (TYPE 2, WHITE PIGMENTED, MNDOT 3754) TO THE EXPOSED SURFACE OF THE CONCRETE WITHIN ONE (1)HOUR AFTER FINISHING THE CONCRETE SURFACES. WHEN THE FORMS ARE REMOVED IN LESS THAN 72 HOURS AFTER PLACING THE CONCRETE, THE CURING COMPOUND SHALL BE APPLIEDIMMEDIATELY TO THE EXPOSED SURFACES. THE RATE OF APPLICATION OF CURING COMPOUND SHALL BE 150 SQUARE FEET PER GALLON. THE COMPOUND SHALL APPEAR AS WHITE AS A SHEET OF PAPER AFTER APPLICATION ON THE CONCRETE SURFACE. 13.PREFORMED EXPANSION JOINTS SHALL MEET MNDOT 3702, AND SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: AT THE BEGINNING AND END OF ALL CURB AND GUTTER RADII. WHERE NEW CONCRETE SURROUNDS, ADJOINS, OR ABUTS ANY EXISTING FIXED OBJECTS SUCH AS FIRE HYDRANTS, BUILDING FOUNDATIONS, CONCRETE DRIVEWAYS, SIDEWALKS, AND OTHER RIGID STRUCTURES. AFTER EACH LOAD OF CONCRETE WHEN PLACING CURB AND EVERY 100 FEET WHEN PLACING SIDEWALK. CONTRACTION JOINTS WILL NOT BE SEALED BUT WILL BE REQUIRED AT A SPACING OF 10 FEET ON CURB AND GUTTER AND ON SIDEWALK CONSTRUCTION AS SHOWN ON THE PLAN. CONTRACTION JOINTS WILL BE CUT TO A DEPTH 1/3 THE THICKNESS OF THE CONCRETE, SURFACE AND BACK OF ALL CURBS. CONTRACTION JOINTS SHALL BE PLACED SO THAT NO SLAB IS LARGER THAN 100 SQUARE FEET IN AREA. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING CONTRACTION JOINTS THAT PREVENT CONCRETE FROM CRACKING AT OTHER LOCATIONS. 14.CONCRETE TESTING INCLUDING SLUMP, AIR ENTRAINMENT, TEMPERATURE AND COMPRESSIVE STRENGTH SHALL BE PERFORMED ON THE FIRST LOAD OF THE DAY FOR ALL CONCRETE POURS OF AT LEAST 4 CUBIC YARDS. AN ADDITIONAL TEST SHALL BE PERFORMED FOR EACH 100 CUBIC YARDS OR PORTION THEREOF. 15.AGGREGATE BASE FINAL SHAPING AND COMPACTION OF THE AGGREGATE BASE SHALL BE DONE JUST PRIOR TO CONSTRUCTION OF THE CONCRETE OR BITUMINOUS SURFACE. THE FINISHED SURFACE OF THE BASE SHALL SHOW NO VARIATION GREATER THAN 1/2 INCH FROM A TEN (10) FOOT STRAIGHT EDGE. 16.PLANT MIXED BITUMINOUS MIXTURE SHALL BE SPREAD WITHOUT SEGREGATION, AT THE SPECIFIED RATE TO THE CROSS SECTION SHOWN IN THE PLANS AND PER MNDOT 3151. 17.ADJUST ALL SURFACE COURSES TO NOT GREATER THAN 3/16 INCH ABOVE ADJACENT CURB AND VALLEY GUTTERS WHERE WATER FLOWS TO CURB OR VALLEY, AND FLUSH WHERE WATER FLOWSAWAY FROM CURB, OR 1/2 INCH ABOVE MANHOLE FRAMES, VALVE BOXES OR OTHER FIXED STRUCTURES. 18.THE THICKNESS OF EACH BITUMINOUS COURSE SHALL BE WITHIN 1/4 INCH OF THE THICKNESS AS SHOWN ON THE PLANS. THE TOTAL THICKNESS OF ALL BITUMINOUS COURSES SHALL BE WITHIN 1/2 INCH. 19.PRIOR TO CONSTRUCTING THE BITUMINOUS BINDER AND/OR WEARING COURSES, THE CONTRACTOR SHALL SWEEP ROADWAY. THE SWEEPER SHALL BE A SELF-PROPELLED PICK-UP (WITH WATER) SWEEPER. A SIDE-THROW SWEEPER WILL NOT BE ALLOWED. 20.TACK COAT SHALL CONFORM TO MNDOT 2357.2.A. 21.BITUMINOUS PAVEMENTS SHALL BE COMPACTED TO 92% OF THE MAXIMUM THEORETICAL DENSITY. THE OWNER MAY AT THEIR OPTION PERFORM AGGREGATE AND BITUMINOUS TESTING. THE COST OF ALL FAILING TESTS MAY BE BACK-CHARGED TO THE CONTRACTOR. -4 TO +4% FOR SAND AND GRAVEL SOILS <3% FOR CLAY SOILS -3 TO +3% FOR SAND AND GRAVEL SOILS -1 TO +3% FOR SAND AND GRAVEL SOILS <3% FOR CLAY SOILS -3 TO +3% FOR SAND AND GRAVEL SOILS <3% FOR CLAY SOILS LEGEND 4.90 ACRES 5.63 ACRES 0.39 ACRES 6.02 ACRES 0.78 ACRES 3.74 ACRES 4.52 ACRES 1.50 ACRES 6.02 ACRES CONSTRUCTION LIMITS CONCRETE WALKWAY BUILDING 34,060 +/- SF. T CO CO T CO 961.40' 962.80' 962.40' 962.52' 962.93' TC962.40'962.73' TC 961.75' 962.85' TC 962.10' 962.47'962.80' TC 962.40' 963.00'963.00' TC 962.73' TC 1. 5 % 962.40' 5.5 % 4.0% 962.40'962.73' TC 963.00' 963.00'963.00' TC 2. 3 % 2.3% 963.00' 961.83' 963.00' 963.00'963.00' TC 963.00' 963.00' TC962.57' 962.18' 962.15' 961.40' 962.77' 961.55' 963.00' TC 962.08' 962.91' TC 962.75' 961 962 962 961.00' 960.77' 3.9% 960.63' 960.50' LP 961.80' 961.40' 961.40' 961.95' 961.40' 961.86' 961.80' 2.6% 961.40' 962.53' TC 963.00'963.00' TC 962.57'962.90' TC 962.57'962.90' TC 963.00'963.00' TC 961.72' 961.47' 961.53' 961.75' 960.92' 962.80' 962.77' 962.57'962.90' TC 962.88'962.96' TC 963.00'963.00' TC 962.57'962.90' TC 962.85'962.97' TC963.00'963.00' TC 962.77' 962.57'962.90' TC 962.80' 963.00'963.00' TC 962.87'962.97' TC 962.57'962.90' TC 962.80'962.90' TC 963.00'963.00' TC 962.80' 9 6 1 9 6 2 962 9 6 2 9 6 2 9 6 2 962 NO PARKI N G NO PARKI N G 2.0 % 3.8 % 962.53' 961.18' 961.75' 961.59' 961.35' 961.55' 1.2% 0.8% 2.0% 1.8 % 1.8 % 960.85' 961.29' 1.7 % 962 96 1 3010 SCALE IN FEET Know what's below. Call before you dig. R A1 ENLARGED GRADING PLAN 1" = 10'ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-202 ENLARGED GRADING PLANS A3 ENLARGED GRADING PLAN 1" = 10' D3 ENLARGED GRADING PLAN 1" = 10' ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-203 SWPPP BUILDING T 9 6 1 961 9 6 2 9 6 3 9 6 4 965 962 963 964 962 961 962 962961 962 9 6 1 9 6 4 9 6 4 96 5 9 6 3 9 6 2 9 6 5 9 6 4 9 6 3 9 6 2 9 6 2 9 6 2 963 962 965 964 963 962 962 962 962 9 6 5 9 6 3 96 4 964 963 96 3 963 96 3 963 96 4 964 964 964 9 6 4 964 96 4 96 3 964 963 964 964 962 961 960 960 961 962 962 96 2 96 1 9 6 1 960 96 0 961 959 96 0 95 8 960 960 961957 962 96 1 961 CONSTRUCTION ENTRANCE C1 C-502 INLET PROTECTION (TYP) INLET PROTECTION (TYP) INLET PROTECTION (TYP) INLET PROTECTION (TYP) INLET PROTECTION (TYP) INLET PROTECTION (TYP) INLET PROTECTION (TYP) SILT FENCE (TYP) A2 C-502 SILT FENCE PLACED ON PROPERTY LINE SILT FENCE PLACED ON ROW LINE SILT FENCE PLACED ON ROW LINE INSTALL SILT FENCE AT BACK OF CURB INLET PROTECTION (TYP) INLET PROTECTION (TYP) SILT FENCE INSTALLED ON CONTOUR AND OUTSIDE TREE DRIP LINE ALTERNATE CONSTRUCTION ENTRANCE LOCATIONSILT FENCE INSTALLED AFTER CURB CONSTRUCTION SILT FENCE INSTALLED ON CONTOUR INSTALL SILT FENCE AT BACK OF CURB INLET PROTECTION (TYP) A1 C-502 9 6 1 961 9 6 2 9 6 3 9 6 4 965 962 963 964 962 961 962 962961 962 9 6 1 9 6 4 9 6 4 96 5 9 6 3 9 6 2 9 6 5 9 6 4 9 6 3 9 6 2 9 6 2 9 6 2 963 962 965 964 963 962 962 962 962 9 6 5 9 6 3 96 4 964 963 96 3 963 96 3 963 96 4 964 964 964 9 6 4 964 96 4 96 3 964 963 964 964 962 961 960 960 961 962 962 96 2 96 1 9 6 1 960 96 0 961 959 96 0 95 8 960 960 961957 962 96 1 961 9030 SCALE IN FEET Know what's below. Call before you dig. R A1 EROSION & SEDIMENT CONTROL PLAN 1" = 30'ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-204 EROSION & SEDIMENT CONTROL PLAN 1.ANY DIMENSIONS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY. CONTRACTOR TO OBTAIN DIGITAL FILE FROM ENGINEER TO BE USED FOR ALL CONSTRUCTION STAKING AND SITE LAYOUT. 2.ALL DISTURBED AREAS WITH FLATTER THAN 4:1 SLOPE THAT ARE NOT STABILIZED BY SOME OTHER METHOD SHALL BE STABILIZED WITH PROMATRIX ENGINEERED FIBER MATRIX AND SEEDED AS SPECIFIED. 3.REMOVE SILT FENCE AFTER VEGETATION IS ESTABLISHED. BIO-DEGRADABLE FILTER LOG, WHERE SPECIFIED, DOES NOT NEED TO BE REMOVED. 4.PROVIDE TEMPORARY SEEDING OR FINAL LANDSCAPING WITHIN 72 HOURS OF COMPLETION OF GRADING OR 7 DAYS OF INACTIVITY. 5.FOLLOW SEED SPECIFICATIONS, SITE PREPARATION, SEEDING METHODS, SEEDING ESTABLISHING AND MAINTENANCE AS PER THE MNDOT SEEDING MANUAL 2024 AND MNDOT SPECIFICATION 2575.3 AND 3876, UNLESS NOTED OTHERWISE. 7.REFER TO SHEET C-203 FOR ADDITIONAL SWPPP REQUIREMENTS. 8.REFER TO THE LANDSCAPE PLAN FOR FINAL REVEGETATION REQUIREMENTS. 9.EROSION CONTROL MEASURES SHOWN SHOULD BE CONSIDERED THE MINIMUM. THE CONTRACTOR MAY NEED TO ADD ADDITIONAL EROSION CONTROL BMPS OR REPLACE EROSION CONTROL MEASURES DURING CONSTRUCTION TO PROTECT THE SITE AND MAINTAIN COMPLIANCE WITH THE SWPPP. 10.CONSTRUCTION LIMITS SHOWN ARE APPROXIMATE. DO NOT ENTER UPON PRIVATE PROPERTY. LIMIT DISTURBANCE WITHIN PUBLIC RIGHTS OF WAY TO THE ABSOLUTE MINIMUM REQUIRED TO COMPLETE THE WORK AS SHOWN ON THESE PLANS. EROSION CONTROL NOTES STORM STRUCTURE PROTECTION SILT FENCE SOD & LANDSCAPE SEE L-101 LEGEND BUILDING 34,060 +/- SF. T 2' X 3' CATCHBASIN (TYP) A4 C-503 CO CO 0+0 0 0+90 T 0+00 0+52 CO 110' - 24" PVC @ 0.52% 16' - 24" PVC @ 0.42% 13 5 ' - 2 4 " P V C @ 0 . 4 2 % 60 ' - 2 4 " P V C @ 0 . 4 2 % 62 ' - 2 0 " P V C @ 0 . 5 3 % 58' - 20" PVC @ 0.45% 207' - 1 6 " P V C @ 0.45 % 156' - 14" PVC @ 0.40% 52' - 8" PV C @ 1.01% 65' - 1 0 " P V C @ 0 . 5 5 % 25' - 8" PV C @ 0.49% 7' - 10" PVC @ 0.40% 87' - 8" PVC @ 2.20% 1 2 9 ' - 8 " P V C @ 0 . 8 5 % 34' - 8" PVC @ 3.01% 29' - 8" PVC @ 1.00% 3' - 8" PVC @ 1.00% 20' - 6" PVC @ 3.49% 5' - 6" PVC @ 3.50% 11' - 21" CMP @ 8.93% 21 1 ' - 2 1 " R C P @ 0 . 8 0 % 21' - 12" PVC @ 0.00% 18' - 8" PVC @ 1.47% 106' - 24" PVC @ 0.48% 6" PVC 215' @ 1.00% 6" PVC 15' @ 1.00% 48" CBMH A2 STA = 2+16 RIM = 961.66' INL 954.08' (S) INV 954.08' (N) 60" CBMH A3 STA = 2+33 RIM = 961.71' INL 954.15' (W) INV 954.15' (N) 48" CBMH A4 STA = 3+68 RIM = 961.40' INL 954.72' (W) INV 954.72' (E) 48" CBMH A5 STA = 4+28 RIM = 961.41' INL 955.24' (W) INV 954.97' (E) 8" X 20" WYE A6 INV 955.57' 48" CBMH A7 STA = 5+48 RIM = 960.51' INL 956.09' (S) INL 956.49' (NW) INV 955.83' (E) 48" CBMH A8 STA = 7+54 RIM = 962.56' INL 957.16' (S) INV 957.03' (N) 48" CBMH A9 STA = 9+11 RIM = 962.70' INL 958.65' (E) INV 957.78' (N) RD D INV 956.89' 2' X 3' CB B1 STA = 0+65 RIM = 960.53' INL 956.99' (S) INV 956.85' (SE) 2' X 3' CB B2 STA = 0+90 RIM = 960.56' INV 957.11' (N) 2' X 3' CB A10 STA = 9+18 RIM = 962.71' INV 958.68' (W) 48" CBMH C1 STA = 0+87 RIM = 960.71' INL 955.91' (W) INV 955.91' (E) 2' X 3' CB C2 STA = 2+16 RIM = 960.52' INV 957.01' (E) UG INFIL CONNECTION 4 STA = 0+00 INV = 954.00' (W) UG INFIL CONNECTION 1 STA = 0+00 INV = 953.00' (S) 48" STMH F1 STA = 0+34 RIM = 962.07' INL 955.35' (S) INL 955.35' (W) INV 955.35' (N) RD A INV 955.67' RD B INV 955.62' UG INFIL CONNECTION 3 STA = 0+00 INV = 954.50' (W) RD C INV 955.38' UG INFIL OUTLET INV 953.00' 60" STMH H2 STA = 2+11 RIM = 959.20' INL 952.00' (S) INL 949.94' (E) INV 949.94' (W) 60" STMH H1 STA = 0+00 RIM = 960.97' INL 948.25' (E) UG INFIL CONNECTION 5 STA = 0+00 INV = 952.00' (N) UG INFIL CONNECTION 2 STA = 0+00 INV = 954.33' (S) 48" CBMH G1 STA = 0+21 RIM = 957.00' INV 952.00' (S) 48" CBMH A1 STA = 1+10 RIM = 960.91' INL 953.57' (S) INV 953.57' (N) EXISTING SSWR MH 1 STA = 0+00 RIM = 0.29' INL 950.40' (N) SSWR CLEANOUT 2 STA = 2+15 RIM = 962.53' INL 952.55' (W) INV 952.55' (S)SSWR 3 INV 952.70' INFILTRATION CHAMBER 109' - 120" PERFORATED CMP IE 945.0 3 - INFILTRATION CHAMBERS 135' - 120" PERFORATED CMP IE 945.0 INFILTRATION CHAMBER 115' - 120" PERFORATED CMP IE 945.0 PRETREATMENT CHAMBER 20' - 120" SOLID CMP IE 945.0 PRETREATMENT CHAMBER 62' - 120" SOLID CMP IE 945.0 8"DIP 6"PVC 8" DI P 8"DIP 6" x 8" INCREASER CONNECT TO 6" WATERMAIN 8" X 8" TEE 8" - 11 14° BEND HYDRANT AND GATE VALVE 8" X 6" TEE 8" X 6" REDUCER 8" DIP 8" - 45° BEND HYDRANT AND GATE VALVE 8" X 6" TEE 1.5"DIP 8"DIPFIRE DEPARTMENT CONNECTION 1.5" X 8" TEE 8" X 8" TEE 8" - 45° BENDS 8" - 45° BENDS 8" - 45° BENDS 8"DIP 8" DIP 8" DIP 8" - 22 12° BEND 8" -45° BEND HYDRANT AND GATE VALVE HYDRANT AND GATE VALVE 8" - 40° BEND 8" X 8" TEE 8" X 8" TEE GATE VALVE 8" X 6" REDUCER 8"DIP 8" X 6" TEEHYDRANT AND GATE VALVE 6"DIP 6" x 8" INCREASER CONNECT TO 6" WATERMAIN 8" X 6" TEE PVC PIPE BEDDING (TYP) A5 C-503 CATCH BASIN MANHOLE (TYP) A2 C-503 HYDRANT & GATE VALVE (TYP) C1 C-503 STORM MANHOLE (TYP) A1 C-503 PRETREATMENT CHAMBER 26' - 120" SOLID CMP IE 945.0 GATE VALVE & BOX (TYP) C2 C-503 CLEAN OUT (TYP) C4 C-503 RCP PIPE BEDDING (TYP) C5 C-503 30" RISER INLET E1 RE 959.8 30" RISER INLET D1 RE 959.8 30" RISER INLET I1 RE 958.5 UTILITY CROSSING TOP OF SANITARY 951.5 STORM IE 954.0 2.5' SEPARATION BUILD STMH OVER EXISTING PIPE 16.1'14.6' 11 ' 12 . 4 ' 14.7' UNDERGROUND INFILTRATION A1 C-504 9030 SCALE IN FEET Know what's below. Call before you dig. R A1 SITE PLAN 1" = 30'ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-301 UTILITY PLAN UTILITY NOTES LEGEND SANITARY SEWER WATER STORM SEWER PROPERTY LINE >> 1.PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 2.PIPE MATERIALS: STORM SEWER PVC SCHD 40 OR C-900 WATERMAIN DIP C150 SANITARY SEWER PVC SCHD 40 3.WATER AND SANITARY SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS, THE CITY OF CHAMPLIN GENERAL SPECIFICATIONS LATEST EDITION OF CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND MINNESOTA PLUMBING CODE, WHICHEVER IS MOST RESTRICTIVE 4.STORM SEWER AND/OR BEST MANAGEMENT PRACTICES (BMPS) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS, THE CITY OF GEM LAKE GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. WHERE CONFLICTS EXIST EXPECT TO FOLLOW THE MOST STRINGENT REQUIREMENT AFTER SUBMITTING AND REQUEST FOR INFORMATION (RFI) FROM THE ENGINEER. 5.ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 6.RIM ELEVATIONS ON CURBS HELD DOWN 2", RIM ELEVATION IN PAVEMENT HELD DOWN 0.5" FROM ELEVATION SHOWN ON GRADING PLAN. ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-501 DETAILS FINISHED GRADE 24 " 42 " 12" 3/8 " DIA. HOLES CONCRETE 4" 2-12" SCHEDULE 40 STEEL PIPE MOUNT SIGN SECURELY TO POST. SIGN SHALL FACE PARKING SPACE. SLOPE CONCRETE TO DRAIN 3"X3" - 11 GAUGE SQUARE SIGN POST NOTES: 1.SIGN POSTS SHALL BE PAINTED DARK BROWN. 2.SIGN FRONTS SHALL BE DARK BROWN WITH WHITE REFLECTIVE LETTERING.3.BACK OF SIGN SHALL BE DARK BRONZE. BREAK AWAY BASE 516" PLATE (5" WIDE X 7.5" LONG WITH 4-58" DIA. BOLTS). BASES FOR SIGN POSTS ARE TO BE 30" LONG AND SET IN CONCRETE. 1" 6" MAX. 5' STOP SIGN C4 ACCESSIBILITY SIGNAGE NO SCALE 48 " 20" DIA FOOTING 24 " PARKING VEHICLE IDREQUIRED UP TO $200 FINE FOR VIOLATION VANACCESSIBLE 36 " ACCESS AISLE NO PARKING WHERE APPLICABLE 8" 74 " NOTE: SIGNAGE SHALL MEET THE REQUIREMENT OF MN MUTCD R7-8n AND R7-8P ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP AT TOP AND BOTTOM OF SIGN) 2"X2" ADJUSTABLE PER-ORATED SIGN STOCK SET IN CONCRETE, CENTERED IN BOLLARD SEALANT FORM CONCRETE PYRAMID ON TOP 4X4 SQUARE STEEL PIPE BOLLARD CONCRETE FILLED, PAINTED TO MATCH ARCHITECTURAL TRIM COLOR PITCH, SMOOTH CONCRETE FINISH FINISHED GRADE 60" FROM PARKING SURFACE TO BOTTOM OF SIGNAGE AT ACCESS AISLE ALL BARS TO BE 0.25" HIGH BY 8" WIDE SYMBOL 6"X6" SIGN FACE AT PARKING STALL C6 TRAFFIC SIGNAGE NO SCALE 30"x30" R1-1 INTEGRAL VERTICAL CURB & WALKD1 NO SCALE CONCRETE PAVEMENT SECTIONE3E1NO SCALE LIGHT DUTY BITUMINOUS PAVEMENT SECTION 1.5" TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,C) SPWEA240C (PG 58-28), MNDOT 2360 12" SCARIFIED AND RE-COMPACTED SUBGRADE 2.0" TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE (2,C) SPWEB230C (PG58-28), MNDOT 2360 2357 BITUMINOUS TACK COAT 8.0" AGGREGATE BASE (CLASS 5 OR CLASS 6 OR SALVAGED/RECYCLED MATERIAL MEETING CLASS 5 GRADATION) MNDOT 3138 NO SCALE CONCRETE WALKWAY SECTION COMPACTED SUBGRADE 6" AGGREGATE BASE (MNDOT 3138 CL5 OR CL6) E4 7.0" CONCRETE PAVEMENT #4 REBAR 2' OC. BOTH WAYS (CHAIRS REQUIRED) COMPACTED SUBGRADE 6.0" AGGREGATE BASE (MNDOT 3138 CL5 OR CL6) 4.0" CONCRETE PAVEMENT E2 NO SCALE HEAVY DUTY BITUMINOUS PAVEMENT SECTION 2.0" TYPE SP 9.5 BITUMINOUS WEAR COURSE MIXTURE (2,C) SPWEA240C (PG 58-28), MNDOT 2360 12" SCARIFIED AND RE-COMPACTED SUBGRADE 2.5" TYPE SP 12.5 BITUMINOUS NON-WEAR COURSE MIXTURE (2,C) SPWEB230C (PG58-28), MNDOT 2360 2357 BITUMINOUS TACK COAT 10.0" AGGREGATE BASE (CLASS 5 OR CLASS 6 OR SALVAGED/RECYCLED MATERIAL MEETING CLASS 5 GRADATION) MNDOT 3138 NO SCALE 20" DIA FOOTING 84 " 1/2" EXPANSION JOINT 6" ROUND STEEL PIPE WITH PLASTIC COVER AND DOME CAP PAVEMENT SECTION 8" 36 " B3 NO SCALE MAXIMUM SPACING 100'. ALSO USE WHEN ABUTTING BUILDINGS.SPACING:5'6'WALKWALK - 5' C/C- 6' C/C 1/4"R 1/4"R JOINT SEALER NON-BITUMINOUS JOINT FILLEREXPANSION JOINTTOOLED CONTROL JOINT 1/2" 1/ 2 " 3/8" 1/8" 1" SIDEWALK JOINT D2 CONCRETE PAVEMENT JOINT NO SCALE BUILDING OR STRUCTURE JOINT FILLER JOINT SEALER 6'-0" JOINT SEALER T THROUGH JOINT CONTINUE REINFORCING 3/4" 3/ 4 " T 2" CONCRETE PAVEMENT THICKNESS MAXIMUM JOINT SPACING TABLE 2: JOINT SPACING 7"14' MAX. CONTRACTION JOINT SPACING: SEE TABLE 2 CONTRACTION JOINT ISOLATION JOINT USE AGAINST BUILDINGS OR OTHER STRUCTURES 6"VARIES 6" 1/4" TOOLED JOINT R=3"PAVEMENT SECTION CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND BACKS OF THE CURB AND BE 2" DEEP AT 10' MAX SPACING. 12 " 4" MINIMUM AGGREGATE BASE 1 1 6" X 6" 1.4 X 1.4 W.W.M REINFORCEMENT, USE OF 1-1/2" CHAIRS REQUIRED 4" C3 BOLLARD NO SCALE B412 CURB & GUTTER (MODIFIED B612) 3"R SLOPE 3/4"PER FT. 8" 1 3 6" 4" 1/2"R 12" 11 " 1/2"R 7" CONTROL JOINTS SHALL CONFORM WITH MNDOT SPEC. 2531.3C. (10' SPACING) CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND BACKS OF THE CURB AND BE 2" DEEP. E5 NO SCALE CURB MODIFICATION AT CATCH BASIN SE E P L A N 7" AT CURB AND GUTTER CONCRETE CURB AND GUTTER MATCH GEOMETRY OF CURB AND GUTTER 6" SEE PLAN AS INDICATED O N P L A N S C1 CURB TRANSITION NO SCALE 1/2"R 4"3:1 11 " 12"12" 3/8" TOP BIT. MAT 1/2"R7" SLOPE 3/4" PER FT. CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND BACKS OF THE CURB AND BE 2" DEEP AT 10' MAX SPACING. 3" R C2 NO SCALE D412 CURB & GUTTER SAW CUT ALL EDGES. REMOVE BITUMINOUS AND ENOUGH AGGREGATE BASE MATERIAL TO ACCOMMODATE NEW PAVEMENT. MILL 1/2 THICKNESS OF EXISTING PAVEMENT 12" WEAR COURSE NON-WEAR COURSE AGGREGATE BASE SAW CUT NEW PAVEMENT TACK COAT ALL EDGES BITUMINOUS INTERLOCK AT MATCH LINE NOTE: 12" SAW CUT NEW PAVEMENT TACK COAT ALL EDGES AT CURB AT PAVEMENT 4" 1/2 THICKNESS OF EXISTING PAVEMENT B618 CURB & GUTTERA1 NO SCALE A2 NO SCALE COMMERCIAL DRIVEWAY A3 NO SCALE TOP OF CURB 2" CASTING WIDTH (CASTING NOT SHOWN) GUTTER6" SECTION A - A 3' FACE OF CURB EXPANSION JOINT WITH 2-24" 12"SMOOTH DOWELS PLAN VIEW R-3067 CASTING EXPANSION JOINT WITH 24" - 1/2" DIA. SMOOTH DOWELS (x2) A4 NO SCALE ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-502 DETAILS RUMBLE RACK - ALTERNATIVE 10' - 0" 6' - 6 " 4" #13 BEAM 3" SCHEDULE 40 PIPE A1 INLET PROTECTION NO SCALE A2 SILT FENCE NO SCALE C1 CONSTRUCTION ENTRANCE NO SCALE ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-503 DETAILS C1 NO SCALE HYDRANT & GATE VALVE C2 NO SCALE GATE VALVE & BOX C4 NO SCALE C5 NO SCALE CLEANOUT A1 NO SCALE CATCHBASIN MANHOLEA2 NO SCALE 2' X 3' CATCHBASINA4 NO SCALE A5 NO SCALE MANHOLE FINAL BACKFILL SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS 4" MIN. (D=4"-24") 6" MIN. (D>24") BEDDING GENERAL NOTES: WHERE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, LATEST EDITION HAUNCHING AND INITIAL BACKFILL SHALL BE CLASS I, II OR III AND INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. MINIMUM COVER = 12" TO FINISH GRADE SURFACE MOUND AND COMPACT TO 48" COVER DURING CONSTRUCTION HAUNCHING INITIAL BACKFILL DESIGNER NOTE: CONFIRM WITH MANUFACTURERLINE OF TRENCH D 4" 6" 8" 10" 12" 15" 18" 24"48" 39" 34" 31" 28" 26" 23" 21" W 6" MIN 12 " M I N W SEE TABLE D PVC/HDPE PIPE BEDDING TRENCH BACKFILL ENGINEERED FILL: SEE SPECIFICATIONS FOR MATERIAL AND COMPACTION REQUIREMENTS BEDDING MATERIAL GENERAL NOTES: BEDDING THICKNESS t=Do/24, BUT NOT LESS THAN 3" IN ROCK t=Do/12, BUT NOT LESS THAN 6" ALL PIPE SHALL BE PROTECTED DURING CONSTRUCTION BY THREE FEET OF COVER. APPROACH RAMPS SHALL NOT EXCEED ONE FOOT IN SIX FEET. HAUNCHING AND INITIAL BACKFILL: ENGINEERED FILL 1" MAX. PARTICLE DIA. MIDDLE BEDDING PLACED LOOSELY CONSTRUCTION SEQUENCE: 1. PLACE BEDDING MATERIAL. DO NOT COMPACT UNDER PIPE INVERT. (Do/3) 2. COMPACT OUTER BEDDING 3. INSTALL PIPE TO LINE AND GRADE 4. PLACE AND COMPACT THE HAUNCH AREA TO SPRINGLINE 5. COMPLETE BACKFILL TO SPECIFICATIONS. TRENCH SHALL BE BRACED, SHEETED OR SLOPED AS NECESSARY FOR THE SAFETY OF WORKMEN AND PROTECTION OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. IF UNSTABLE TRENCH BOTTOM SUBGRADE CONDITIONS ARE ENCOUNTERED, ADDITIONAL CRUSHED ROCK FOR BEDDING AND EXTENT SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER. (THE COST, MEASUREMENT, AND PAYMENT FOR ADDITIONAL CRUSHED ROCK FOR UNSTABLE TRENCH BOTTOM SUBGRADE PIPE BEDDING CONDITIONS SHALL BE PAID FOR PER SECTION 1 OF THE CONTRACT SPECIFICATIONS.) t Do/6 12"MIN Do/3 12 " M I N Do CONCRETE/DUCTILE IRON PIPE BEDDING ARC23018 PROJECT NO. 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. Stephen M. Johnston 18914 07/23/2024 SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REGISTRATION NO. DATE REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 C-504 DETAILS A1 NO SCALE CONTECH UNDERGROUND INFILTRATION SYSTEM DECIDUOUS TREE PLANTING (TYP) C1 L-501 SHRUB PLANTING (TYP)C2 L-501 EDGING AT PLANTING BED (TYP) B5 L-501 CONIFEROUS TREE PLANTING (TYP) A1 L-501 PERENNIAL PLANTING (TYP) B2 L-501 PLANTING AT PARKING ISLAND (TYP) A2 L-501 EXISTING PYLON SIGN MONUMENT SIGN LIGHT POLE (TYP) 6' CHAIN LINK FENCE (TYP) TRANSFORMER SEE ELEC VEHICLE DISPLAY AREA DIRECTIONAL SIGN DIRECTIONAL SIGN 6' CHAIN LINK FENCE (TYP) SNOW STORAGE SNOW STORAGE SNOW STORAGE DIRECTIONAL SIGN GATE UNDERGROUND FILTRATION SYSTEM SNOW STORAGE MAINTENANCE STRIP (TYP) C5 L-501 EXISTING TREE EXISTING TREES EXISTING TREE EXISTING TREE SNOW STORAGE SNOW STORAGE LIGHTING (TYP) BUILDING T NO PARKIN G NO PARKIN G 9030 SCALE IN FEET Know what's below. Call before you dig. R A1 LANDSCAPE PLAN 1" = 30'ARC23018 PROJECT NO. SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A I hereby certify that this plan 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. Pilarsinee Saraithong REGISTRATION NO.XX/XX/2020 DATE 45059 BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 L-101 LANDSCAPE PLAN LANDSCAPE NOTES 1.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADING AND POSITIVESURFACE DRAINAGE IN ALL LANDSCAPE AREAS. LANDSCAPE CONTRACTOR MUST ENSURE THAT THE FINAL GRADES ARE MET AS SHOWN ON GRADING PLAN. IF ANY DISCREPANCIES ARE FOUND, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT FOR RESOLUTION. 2.ALL PLANT MATERIALS ARE TO CONFORM WITH STATE & LOCAL CONSTRUCTION STANDARDS AND THE CURRENT ADDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL PLANT MATERIALS ARE TO BE HEALTHY, HARDY STOCK, AND FREE FROM ANY DISEASES, DAMAGE, AND DISFIGURATION. 3.QUANTITIES OF PLANTS LISTED ON THE PLAN ARE TO GOVERN ANY DISCREPANCY BETWEEN THE QUANTITIES SHOWN ON THE PLANT SCHEDULE AND PLAN. PLACE PLANTS IN PROPER SPACING FOLLOWING LAYOUT FIGURES. 4.TOPSOIL TO BE MNDOT 3877.2B LOAM TOPSOIL BORROW FOR LANDSCAPED AREAS AND PLANTING BEDS. APPLY MINIMUM SIX (6) INCHES OF SELECT TOPSOIL BORROW BEFORE SEEDING. 5.PLANTING SOIL TO BE CONSISTED OF 60% SELECT TOPSOIL BORROW (MNDOT 3877)AND 20% OF PEAT AND NO MORE THAN 20% OF SAND OR GRAVE. PLANTING SOIL TO HAVE A PH BETWEEN 6.5-7.5, BE FREE OF CHEMICAL CONTAMINANTS, DEBRIS, LARGE ROCKS GREATER THAN 1/ 2" DIAMETER, AND FRAGMENTS OF WOOD. SUBSOIL SHALL BE SCARIFIED TO A DEPTH OF 4" BEFORE PLANTING SOIL IS SPREAD. 6.SPREAD PLANTING SOIL AT MINIMUM EIGHTEEN (18) INCH DEEP IN ALL PLANTING BEDS PRIOR TO PLANTING. THOROUGHLY WATER TWICE TO FACILITATE CONSOLIDATION PRIOR TO PLANTING. DO NOT OVERLY COMPACT SOIL. 7.MULCH TO BE SHREDDED HARDWOOD BARK MULCH (MNDOT 3882 TYPE 6), CONSISTED OF RAW WOOD MATERIAL FROM TIMBER AND BE A PRODUCT OF A MECHANICAL CHIPPER, HAMMER MILL, OR TUB GRINDER. THE MATERIAL SHALL BE SUBSTANTIALLY FREE OF MOLD, DIRT, SAWDUST, AND FOREIGN MATERIAL AND SHALL NOT BE IN AN ADVANCED STATE OF DECOMPOSITION. THE MATERIAL SHALL NOT CONTAIN CHIPPED UP MANUFACTURED BOARDS OR CHEMICALLY TREATED WOOD, INCLUDING, BUT NOT LIMITED TO, WATER BOARD, PARTICLE BOARD, AND CHROMATED COPPER ARSENATE (CCA) OR PENTA TREATED WOOD. THE MATERIAL SHALL BE TWICE-GROUND/ SHREDDED, SUCH THAT; NO INDIVIDUAL PIECE SHALL EXCEED 2 INCHES IN ANY DIMENSION. 8.APPLY FOUR (4) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN FOUR (4) FOOT DIAMETER RING AROUND ALL TREES. NO ALUMINUM EDGING IS REQUIRED. 9.EDGE ALL SHRUB BEDS WITH 3/ 16" X 5.5" MILL FINISHED ALUMINUM EDGING WITH STAKES. ALL EDGING TO BE COMMERCIAL GRADE. 10.APPLY (3) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN SHRUB & PERENNIAL AREAS. PRIOR TO MULCHING, APPLY PRE-EMERGENT HERBICIDE TO ALLPLANTING BEDS. 11.APPLY THREE (4) INCH DEPTH OF 1-1/2 INCH DARK GRAY TRAP ROCK MULCH OVER WEED BARRIER FABRIC IN AREAS INDICATED ON PLAN. 12.WEED BARRIER FABRIC TO BE BLACK POLYPROPYLENE SHEET 5 OZ/SQ.YD. TENSILE STRENGTH PER ASTM D-4632, PRODUCT BY DEWITT COMPANY OR APPROVED EQUAL. 13.ALL LANDSCAPED AREAS SHALL BE IRRIGATED WITH AN UNDERGROUND IRRIGATIONSYSTEM. NO WATER IS ALLOWED ON ANY PAVEMENT, PARKING, WALKWAY, AND BUILDING. THE IRRIGATION CONTRACTOR IS TO DESIGN AND SUBMIT SHOP DRAWING OF IRRIGATION DESIGN AND CALCULATIONS TO LANDSCAPE ARCHITECT FOR REVIEW 5 DAYS PRIOR TO PURCHASING AND INSTALLATION. IRRIGATION DESIGN IS TO MEET ALL CITY AND STATE PLUMBING CODES AND REQUIREMENTS. 14.FOLLOW LANDSCAPE DETAILS FOR ALL INSTALLATION, UNLESS OTHERWISE NOTED. 15.LANDSCAPE CONTRACTOR SHALL MAINTAIN PLANTS IN HEALTHY CONDITION THROUGHOUT WARRANTY PERIOD. THE WARRANTY PERIOD IS TWO FULL YEARSFROM DATE OF PROVISIONAL ACCEPTANCE UNTIL FINAL ACCEPTANCE. WARRANTY PERIOD FOR PLANT MATERIAL INSTALLED AFTER JUNE 1ST SHALL COMMENCE THE FOLLOWING YEAR. 16.LANDSCAPE INSTALLATION SHALL OCCUR WITHIN SIXTY (60) DAYS AFTER THE STRUCTURE IS CONSTRUCTED UPON THE LOT, BUT NO LATER THAN TWO HUNDRED FORTY (240) DAYS AFTER FIRST GRADING, EXCAVATING, OR OTHERWISE DISTURBING THE LAND IN FURTHERANCE OF CONSTRUCTION. IF CONSTRUCTION IS COMPLETED AFTER THE END OF GROWING SEASON, LANDSCAPING SHALL BE INSTALLED WITHINSIXTY (60) DAYS OF THE START OF THE NEXT GROWING SEASON. LEGEND SOD SUBSTITUTIONS: IF ANY SUBSTITUTIONS ARE REQUIRED, SUBMIT WRITTEN DOCUMENTS AND PROPOSED SUBSTITUTIONS TO LANDSCAPE ARCHITECT FOR APPROVAL 5 DAYS PRIOR TO PURCHASE AND/OR INSTALLATION. LANDSCAPE SUMMARY REQUIRED PROPOSED STREET WALL PARKING LOT BETWEEN 36" MIN. SHRUB PLANTING & TREES FRONT SETBACK AND BUILDING ON SCHEUNEMANN ROAD 38" - 46" STREET WALL SURFACE COVERAGE 80% MAX. IMPERVIOIUS SURFACE COVERAGE 20% LANDSCAPED (PERVIOUS) LANDSCAPE ISLAND UNPAVED ISLAND / 225' PARKING 225' PARKING MAX. , 180 SF. MIN. ( MIN. 180 SF) INTERIOR PARKING LA TREE 1 / 15 STALLS 15 STALLS 374 STALLS = 25 LA NON -RESIDENTIAL 1 TREE / 1,000 BUILDING GFA 34,060 SF = 34 TREES 47 TREES OR 1 TREE / 50 LF SITE PERIMETER 2,370 LF = 47 TREES 26 DECIDUOUS TREES (30% MIN. CONIFEROUS)15 CONIFEROUS TREES (32%) 10 ORNAMENTAL TREES (SUB'D 1/0.6 = 6 DECIDUOUS) (13%) 1 LARGE SHRUB / 300 GFA 34,060 SF = 114 SHRUBS 134 LARGE SHRUBS + 32 SMALL SHRUBSOR 1/30 LF SITE PERIMETER2,370 LF = 79 SHRUBS ABIES CONCOLORCONCOLOR FIR 8 QUANT.KEY COMMON NAME SCIENTIFIC NAME SIZE ROOT COND. DECIDUOUS TREES EVERGREEN TREES MATURE SIZE B&B2.5" CAL. B&B 35'H X 20'WACER MIYABEI 'MORTON' STATE STREET MAPLE DECIDUOUS SHRUBS 3'H X 4'WPOTDIERVILLA 'G2X88544' KODIAK ORANGE BUSH HONEYSUCKLE 45'H X 35'WACER X FREEMANII 'SIENNA' SIENNA GLEN MAPLE ORNAMENTAL TREES 24 40'H X 20'WPICEA GLAUCA 'DENSATA' BLACK HILLS SPRUCE 7 6' HT.B&B 3'H X 4'WSORBARIA SORBIFOLIA 'SEM' SEM ASH LEAF SPIREA32 POT 4'H X 4'WTHUJA OCCIDENTALIS 'RUTTHU4' PLANET EARTH ARBORVITAE8 POT B&B 50'H X 40'WQUERCUS BICOLOR 2.5" CAL.SWAMP WHITE OAK 2.5'H X 3'WSPIRAEA BETULIFOLIA 'TOR' TOR BIRCHLEAF SPIREA32 POT CONIFEROUS SHRUBS PERENNIALS SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 3'H X 2'W1 GAL POT 2'H X2'W1 GAL POT PEROVSKIA ATRIPLICIFOLIA 'DEMIN'N LACE' DENIM'N LACE RUSSIAN SAGE 2.5'H X 3'W1 GAL POT B&B 25'H X 15'WMALUS 'SPRING SNOW' SPRING SNOW FLOWERING CRABAPPLE 10 36" HT. 36" HT. 36" HT. 12'H X 6'WTHUJA OCCIDENTALIS 'TECHNY' TECHNY ARBORVITAE7 5' HT.POT B&B 40'H X 20'WTILIA AMERICANA 'MCKSENTRY' 2.5" CAL.AMERICAN SENTRY LINDEN 297 HEMEROCALLIS 'STELLA SUPREME' STELLA SPREME DAYLILY 1.5'H X 1.5'W1 GAL POT 9 5 6 11 10 2.5" CAL. 40'H X 20'W6' HT.B&B 1.5" CAL. NEPETA FAASSENII 'WALKER LOW' WALKER'S LOW CATMINT 2'H X2'W1 GAL POT PLANT SCHEDULE ROCK MAINTENANCE EXISTING TREE IN RIGHT-OF-WAY AND ADJACENT PROPERTY COORDINATE AND ADJUST FENCE TO SAVE TREES. NO TREE REMOVAL IS PROPOSED. 18" HT. 3'H X 4'WPOT6336" HT.SPIRAEA X BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIREA B&B 40'H X 20'WGLEDITSIA TRIACANTHOS VAR INERMIS 'DRAVEE' 2.5" CAL.STREET KEEPER HONEYLOCUST ARC23018 PROJECT NO. SITE PLANREVIEW 07/23/24 NOT FOR CONSTRU C T I O N SHEET CERTIFICATION REVISION DATE ISSUE PROJECT D E S I G N CIVIL ENGINEERING | LANDSCAPE ARCHITECTURE 3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 M I N N E A P O L I S , M N 5 5 4 1 5 www.elanlab.comp 612.260.7980 f 612.260.7990 1 2 3 4 5 6 E D C B A I hereby certify that this plan 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. Pilarsinee Saraithong REGISTRATION NO.XX/XX/2020 DATE 45059 BARNETT KIA GEM LAKE, MINNESOTA 1600 WEST LAKE STREET, SUITE 127 MINNEAPOLIS, MN 55408 612-436-4030 BARNETT COMPANIES, INC. 3430 HIGHWAY 61 N., WHITE BEAR LAKE, MN 55110 C/O MIKE BARNETT 651-429-3391 PHILLIPS ARCHITECTS & CONTRACTORS 401 NORTH THIRD STREET, SUITE 450 MINNEAPOLIS, MN 55401 C/O DAVID PHILLIPS 612-868-1261 L-501 DETAILS C1 DECIDUOUS TREE PLANTING NO SCALE TREE WRAP TO FIRST BRANCH MOUND SUBGRADE SCARIFY BOTTOM PRIOR TO PLANTING CUT AND REMOVE TOP 1/3 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD 16" POLYPROPYLENE OR POLYETHYLENE, 40 MIL, 1-1/2" WIDE STRAP PLANTING PIT 2-3 X DIA. OF SOIL BALL DUG & TILLED PIT 3-5 X DIA. OF SOIL BALL MULCH DISH SEE WIDTH ON LANDSCAPE NOTE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) ROOT FLARE AT FINISHED GRADE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE DOUBLE STRAND 14 GA. WIRE & 3 STEEL STAKES AT 120 DEGREE INTERVALS NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD (SEE SPECIFICATIONS). TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. ONE FLAG PER WIRE COMPACT PLANTING SOIL 85% MAX. PLANTING SOIL (SEE LANDSCAPE NOTES) MULCH (SEE LANDSCAPE NOTES) EDGING (SEE LANDSCAPE NOTES) PLANTING SOIL (SEE LANDSCAPE NOTES) SCARIFY SIDES AND BOTTOM PRIOR TO PLANTING MULCH (SEE LANDSCAPE NOTES) SET TOP OF ROOT 1" ABOVE GRADE MAKE SAUCER AROUND PLANTS EDGING (SEE LANDSCAPE NOTES) SEE PLAN AND PLANT SCHEDULE FOR SPACING 12" MIN. 4" M I N . PROVIDE PLANTING BED 12" MIN. AROUND PLANTS TEMP SOIL AROUND SOIL BALL TO PREVENT TREE SHIFTING REMOVE ALL POT AND ALL PLASTIC LOOSEN ROOTS PRIOR TO PLANTING C2 SHRUB PLANTING NO SCALE B5 EDGING AT PLANTING BED NO SCALEB2PERENNIAL PLANTING NO SCALE 8' STEEL STAKE INSTALL ON THE SIDE OF PREVAILING WIND A1 CONIFEROUS TREE PLANTING NO SCALE BACKFILL WITH PLANTING SOIL (SEE LANDSCAPE NOTES) MULCH (SEE LANDSCAPE NOTES) INSTALL PLANTS ACCORDING TO PLANTING DETAILS MOUND PLANTING AREA ABOVE CURB LEVEL A2 PLANTING AT PARKING ISLAND NO SCALE MOUND SUBGRADE SCARIFY BOTTOM PRIOR TO PLANTING CUT AND REMOVE TOP 1/3 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD 16" POLYPROPYLENE OR POLYETHYLENE, 40 MIL, 1-1/2" WIDE STRAP DUG & TILLED PIT 3-5 X DIA. OF SOIL BALL MULCH DISH SEE WIDTH ON LANDSCAPE NOTE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) ROOT FLARE AT FINISHED GRADE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE DOUBLE STRAND 14 GA. WIRE & 3 STEEL STAKES AT 120 DEGREE INTERVALS NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD (SEE SPECIFICATIONS). TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. ONE FLAG PER WIRE COMPACT PLANTING SOIL 85% MAX. 8' STEEL STAKE INSTALL ON THE SIDE OF PREVAILING WIND LOOSEN ROOTS PRIOR TO PLANTING 18 " M I N . SCARIFY SIDES AND BOTTOM PRIOR TO PLANTING 12" MIN. PROVIDE PLANTING BED 12" MIN. AROUND PLANTS SET TOP OF ROOT 1" ABOVE GRADE MAKE SAUCER AROUND PLANTS PLANTING SOIL (SEE LANDSCAPE NOTES) MULCH (SEE LANDSCAPE NOTES) EDGING (SEE LANDSCAPE NOTES) TOP OF EDGING TO BE MAXIMUM 1/2" ABOVE SURFACE MATERIAL 12" MIN. PROVIDE PLANTING BED 12" MIN. AROUND PLANTS INSTALL STAKES PER MANUFACTURER'S INSTALLATION GUILDLINES TOP OF MULCH BELOW TOP OF PAVEMENT 24" MIN. TO PAVEMENT TOP OF MULCH BELOW TOP OF CURB SCARIFY BOTTOM PRIOR TO PLANTING PROVIDE MULCH POCKET ALONG CURB C5 MAINTENANCE STRIP NO SCALE 18" MIN. SEE PLAN SEE LANDSCAPE NOTES FOR DEPTH OF MULCH EDGING WITH STAKES (SEE LANDSCAPE NOTES) SLOPE TO DRAIN 4" - 6 " SCARIFY SIDES OF PIT PRIOR TO PLANTING PLANTING SOIL WATER & TAMP TO REMOVE AIR POCKETS FACE OF BUILDING MULCH (SEE LANDSCAPE NOTES) COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTING TOPSOIL (SEE LANDSCAPE NOTES) TOP OF EDGING 1/ 2" MAX. ABOVE SURFACE OF MULCH WEED BARRIER FABRIC (SEE LANDSCAPE NOTES) 4" MI N . 18 " M I N . PLANTING SOIL WATER & TAMP TO REMOVE AIR POCKETS PLANTING PIT 2-3 X DIA. OF SOIL BALL 4" - 6 " TEMP SOIL AROUND SOIL BALL TO PREVENT TREE SHIFTING 6" MIN.6" MIN. 6" MIN.6" MIN. Barnett Kia Requested Zoning Revisions 7-22-2024 Page 1 Figure 15a.: Automotive Dealership Definition: A facility where sales and servicing of new and used vehicles including automobiles; light and medium duty trucks; and other motorized vehicles is conducted. The facility may include a sales showroom and vehicle delivery area, a service department; drive through lanes for service ticket write-up; automatic and/or hand vehicle washing of vehicles; retail and wholesale parts sales; administrative offices; and other normal accessory functions related to the business. Lot Size and Placement: Lot dimension: The lot must contain at least 163,350 Square Feet (SF) or 3.75 acres Frontage Street: Highway 61 (Buildings may orient to the highway or secondary street) Access may be from Highway 61 and a secondary street Alley: Permitted, not required Parking: 1 space per 1,000 SF rounded up plus 1 space for each service or cleanup stall. There is outdoor storage of inventory and service vehicles that is not counted toward parking requirements. Total Impervious Surface Coverage: 80% maximum Building Disposition: Building Footprint and Mass: Footprint: One or two story with a minimum of 20,000 Square Feet Building Placement and Relation to Streets: Parking Setbacks: 20 Feet from city streets and county roads 10 Feet from Highway 61 right of way 10 Feet from interior lot lines Building Setbacks: 30 Feet minimum Orientation: Principal façade may face any direction including orienting toward Highway 61. Height and Use Maximum Height: 2 stories and 36 feet exclusive of rooftop equipment or screening. A single story may be 36’ maximum height. Barnett Kia Requested Zoning Revisions 7-22-2024 Page 2 Use: An Automotive Dealership including outdoor storage complying with the standards of this Figure 15a. shall be a permitted use in the Gateway District Neighborhood Center. No PUD or CUP is required. Automotive Dealerships are not permitted in any other zoning districts. Modifications and Exclusions: A. An Automobile Dealership complying with the standards of this Figure 15a. shall be a permitted use in the Gateway District Neighborhood Center. No PUD or CUP is required. B. Figure 15a – Automobile Dealership shall be added under 9.6 Building Type Standards C. 4.1.1 B) – Gateway District “G” – a PUD is not required D. 9.1.11.4 Neighborhood Center – Automobile Dealerships are not required to be pedestrian oriented. E. 9.5. Civic Space Standards – Not Applicable F. 9.6.5.1.4 Commercial – Add automobile repair and service is a permitted use for an Automobile Dealership (15.a) G. 9.6. Building Type Standards – 6. Figure 17 Permitted Hours of operation 6:30 AM to 10:PM H. 9.6. Building Type Standards– 7. Commercial, add 4. Automobile Dealership I. 9.7.3.3. – Does not apply to Automotive Dealerships J. 9.8.3 - Does not apply to Automotive Dealerships K. 9.9. Parking Regulations – On grade parking is permitted in front, to the sides and the rear of the principal building. L. 9.9.6. Bicycle Parking – Optional M. 10.4. Building height and scale. – Automobile Dealerships conforming to the height and story requirements of 15.a. are permitted N. 10.5. Building facades – It is expected that large expanses of showroom glass will be oriented to the principal frontage. The balance of the dealership shall have fenestration related the use in that portion of the building. Barnett Kia Requested Zoning Revisions 7-22-2024 Page 3 O. 10.5.1.1 – Automotive Dealership Exception - Overhead doors facing any direction shall be permitted. P. 10.7. Materials – Add in 1. Primary materials may be face brick, stone, glass including glass doors, architectural concrete or precast concrete units (integrally colored block or textured block), provided that surfaces are molded, serrated examples or treated with a textured material in order to give the wall surface a three-dimensional character. ACM (aluminum composite material) is allowed as a primary or secondary material. Q. 10.10. Outdoor Storage. - Outdoor storage is a permitted use for an Automotive Dealership. R. 16.13. Fences. In 7. Chain link fences shall only be used for dog confinement areas (six (6'0") foot maximum height), around swimming pools or spas four (4'0") foot maximum height) or for tennis courts (twelve (12'0") foot maximum height) in rear and side yards only. Automotive Dealerships may have security fencing up to 8’ in heights provided it is at least 80% open. S. 18.5 Screening- The parking areas not adjacent to a residential use are considered “retail merchandise display” and not required to be screened. T. 18.8.4 Lighting – The parking and outdoor storage areas are considered to be a sales lot (retail merchandise display). U. 20.4 Parking spaces. – Add – Required parking spaces may be 9’ x 18’ where the access aisle is 24’ or more in width. V. 20.4.1 Automotive Dealerships are allowed commercial driveways of up to 36’ wide to accommodate the transport trucks, garbage trucks, parts delivery semi-trucks, etc. CITY OF GEM LAKE Heritage Hall 4200 Otter Lake Road | Gem Lake, MN 55110 651-747-2790/92 | 651-747-2795 (fax) E-mail city@gemlakemn.org Planning Commission Meeting – September 10, 2024 Call to Order of Planning Commission Meeting By Chair Joshua Patrick at 7:____ p.m. Call of Roll Patrick Farrell Cummings Pratt Wippich Approve and Accept Agenda and Minutes • Accept the Agenda for the September 10, 2024, Planning Commission Meeting • Approve the Minutes from August 14, 2024, Planning Commission Meeting Public Hearings • None Old Business • None New Business • Ordinance No. 64E and 129 Municipal Water and Sewer Discussion (tentative) • Ordinance No. 67D and 108 Septic Discussion (tentative) Open Items for Commission Members to Bring Up Future Meetings • Next City Council Meeting, Tuesday, September 17, 2024 • Next Planning Commission Meeting, Tuesday, October 8, 2024 o Attendance Inquiry Adjournment – The meeting adjourned at _____