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HomeMy WebLinkAbout2026-10-13 Planning Commission Agenda Packet PLANNING COMMISSION MEETING Tuesday, October 13, 2026 City Council Chambers 7 pm Pages 1. CALL TO ORDER – ROLL CALL – ADOPT PLANNING COMMISSION AGENDA 2. MINUTES a. Approve July 7, 2026, Planning Commission Meeting Minutes 2-4 3. PUBLIC HEARING a. Public Hearing related to McDonald’s Planned Unit Development Amendment, Conditional Use Permit, and Site and Building Plan Review 5-86 b. Public Hearing for Ordinance Amendment Relating to the Regulation Home Occupations and Cottage Food Businesses. 87-99 4. OTHER BUSINESS a. None 5. ADJOURNMENT Planning Commission Meeting Minutes Regular Meeting on July 14, 2026 1 ALBERTVILLE PLANNING COMMISSION TUESDAY, JULY 14, 2026 DRAFT MINUTES ALBERTVILLE CITY HALL 7:00 PM 1. CALL TO ORDER – ROLL CALL – ADOPT AGENDA Chair Buhrmann called the meeting to order at 7 pm. Maeghan Becker conducted roll call. Present: Chair Buhrmann and Commissioners Anderson, Smith, Zopfi and Council Liaison Zagorski. Absent: Commissioner Huggins. Others Present: City Planner TJ Hofer, Building Permit Tech Maeghan Becker, Tina and Kurt Scepaniak with Horizon Roofing LLC. Motioned by Buhrmann, seconded by Anderson to approve the agenda as submitted. Ayes: Buhrmann, Anderson, Smith, and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. 2. MINUTES Motioned by Anderson, seconded by Smith to approve the June 09, 2026, Planning Commission meeting minutes as presented. Ayes: Buhrmann, Anderson, Smith, and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. 3. PUBLIC HEARING a. Public Hearing related to Comprehensive Plan Amendment, Zoning Map Amendment, and Concept Plan Review for Horizon Roofing, LLC Hofer presented the concept plan for Horizon Roofing, LLC. The applicant proposes to rezone the property from B-2A to I-1 to allow for a light manufacturing use. The proposed use will consist of the fabrication of customized metal roofing for customers. The space would be used for areas of production, storage, office space, and related operational tasks. This property is in an area Agenda Page 2 Planning Commission Meeting Minutes Regular Meeting on July 14, 2026 2 designed for heavy commercial and industrial uses. Hofer went over the following items: 1. Access 2. Water and Sanitary Sewer Systems 3. Stormwater Management and Erosion and Sediment Control 4. Easements 5. Landscape and Screening 6. Trash enclosures 7. Lighting 8. Parking 9. Loading 10. Building Materials Motioned by Smith, seconded by Zopfi to open the Public Hearing. Ayes: Buhrmann, Anderson, Smith, and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. Commissioners discussed this proposed use vs the city land use plan. Kurt Scepaniak, the applicant, approached the podium. Commissioners discussed the use of the building with the applicant. Motioned by Anderson, seconded by Buhrmann to close the Public Hearing. Ayes: Buhrmann, Anderson, Smith, and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. Motioned by Anderson, seconded by Smith to recommend approval of the Comprehensive Plan Amendment, Zoning Map Amendment, and Concept Plan Review for Horizon Roofing, LLC with the conditions listed in the July 14, 2026, Planners Report. Ayes: Buhrmann, Anderson, Smith, and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. b. Public Hearing for Ordinance Amendments related to Interim Use permit Termination and Community Center Definition. Hofer presented the ordinance amendment to the commissioners. Motioned by Smith, seconded by Anderson to open the Public Hearing. Ayes: Buhrmann, Anderson, Smith, and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. No one wished to speak. Motioned by Zopfi, seconded by Buhrmann to close the Public Hearing. Ayes: Buhrmann, Anderson, Smith, and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. Motioned by Smith, seconded by Zopfi to recommend approval of the Ordinance Amendments related to Interim Use permit Termination and Community Center Definition with the conditions listed in the July 14, 2026, Planners Report. Ayes: Buhrmann, Anderson, Smith, and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. Agenda Page 3 Planning Commission Meeting Minutes Regular Meeting on July 14, 2026 3 4. OTHER BUSINESS c. None. 5. ADJOURNMENT Motioned by Anderson, seconded by Buhrmann to adjourn the meeting at 7:30pm. Ayes: Buhrmann, Anderson, Smith, and Zopfi. Nays: None. Absent: Huggins. MOTION DECLARED CARRIED. Respectfully submitted, ____________________________ Maeghan Becker, Building Permit Tech Agenda Page 4 Planning Commission Request for Recommendation October 13, 2026 ACTION REQUESTED The Planning Commission is asked to make a recommendation to the City Council on a Planned Unit Development (PUD) Amendment, Conditional Use Permit (CUP), and Site and Building Plan Review for the parcel proposed as Lot 1, Block 2, LaBeaux Commercial Centre Addition, a portion of PID 101500013200. The request includes the PUD Amendment, CUP, and Site and Building Plan Review for the site. The PUD Amendment and CUP require public hearings. BACKGROUND Tom Meyer of Landform, the applicant, has made an application on behalf of the proposed property owner, McDonald’s USA, LLC, for a PUD Amendment, Conditional Use Permit, and Site and Building Plan Review for the property. The Planning Commission is responsible for reviewing and making a recommendation to the City Council on the applications. The property is located along the east side of LaBeaux Avenue Northeast between 57th Street Northeast and 53rd Street Northeast, and would be located on the proposed Lot 1, Block 2, LaBeaux Commercial Centre Addition. The LaBeaux Commercial Centre Addition has been reviewed by both the Planning Commission and City Council, but has not yet been given final approvals. Approval of the final plat is currently stalled as the applicant works through development constraints on the south of the site related to a wetland. The property is a part of the LaBeaux Commercial Centre PUD which has an underlying zoning district of the B-3 district. The B-3/PUD district allows a restaurant with drive-through facilities as a conditional use. Properties to the north and south are part of the same B-3/PUD. The lot will be bordered to the west by LaBeaux Ave NE and lots across LaBeaux are zoned Kingston Crossing PUD /R-8. The property is bordered on the east by the proposed extension of LaCentre Ave NE, and lots across LaCentre are zoned R-1. Lot 1, Block 2 is proposes to accesses two new streets to the north and east of the parcel. TO: Chair Buhrmann and Members of the Planning Commission FROM: T.J. Hofer, Consultant Planner Jenni Faulkner, Consultant Planner AGENDA ITEM: McDonald’s Planned Unit Development Amendment, Conditional Use Permit, and Site and Building Plan Review . HEARINGS Planned Unit Development Amendment and Conditional Use Permit Agenda Page 5 Planning Commission Request for Recommendation – October 13, 2026 Planning – McDonald’s PUDA, CUP, SBPR Page 2 of 12 REVIEW Proposed Conditions The applicant proposes to amend the existing PUD to require less screening for the proposed lot, a conditional use permit to allow a drive-through service lane, and a site and building plan review to improve the site as a restaurant. PUD Amendment The applicant is proposing to amend the existing LaBeaux Commercial Centre B-3/PUD to reduce the required amount of screening on the site to four feet for drive-through lanes. The applicant has provided an explanation regarding the request in the narrative, starting on page 5. The applicant has proposed the following language: b. Drive-through lanes may reduce required screening height to four feet in height for Lot 1, Block 2. The applicant has also noted that nearby properties with similar drive-through lanes are not equipped with the screening required by the Zoning Ordinance. There are three overlapping screening standards that staff have identified. Based on the adopted Zoning Ordinance, the following is required to be screened: Section 1000.7 1. Where any business or industrial use (i.e., structure, parking or storage) abuts property zoned for residential use, that business or industry shall provide screening along the boundary of the residential property. Screening shall also be provided where a business Agenda Page 6 Planning Commission Request for Recommendation – October 13, 2026 Planning – McDonald’s PUDA, CUP, SBPR Page 3 of 12 or industry is across the street from a residential zone, but not on that side of a business or industry considered to be the front (as defined by this ordinance). 2. All fencing and screening specifically required by this ordinance shall be subject to section 1000.8 of this chapter and shall consist of either a fence or a greenbelt planting strip as follows: a. A greenbelt planting strip shall consist of evergreen trees and/or deciduous trees and plants and shall be of sufficient width and density to provide an effective visual screen. This planting strip shall be designed to provide complete visual screening to a minimum height of six feet (6'). Earth mounding or berms may be used but shall not be used to achieve more than three feet (3') of the required screen. The planting plan and type of plantings shall require the approval of the council. b. A required screening fence shall be constructed of masonry (e.g., brick, stone, decorative concrete block, interlocking or mortarless concrete wall systems), wood or metal. Chainlink fences with privacy slats shall not be permitted within residential or commercial zoning districts to meet the requirements for screening. Such fence shall provide a solid screening effect six feet (6') in height. The design and materials used in constructing a required screening fence shall be subject to the approval of the city council. Fences in excess of six feet (6') in height shall require approval of the zoning administrator and the building official. The PUD specifically states that the “front” for lots in the development is considered to be LaBeaux Ave NE. This standard would exempt screening on the western side of the lot from the residentially zoned property across the proposed LaCentre Ave NE (because fronts are exempt from the screening requirement). Section 1000.7 2. a. requires that screening done with vegetative materials be at minimum six feet in height. Section 1200.4 General Provisions 17. a. Screening And Landscaping For Nonresidential Uses: All open, nonresidential off street parking areas of five (5) or more spaces shall be screened and landscaped from abutting or surrounding residential districts and from adjacent public streets in compliance with section 1000.7 of this ordinance; except, that the height of the screening or landscaping shall be four feet (4'). Grass plantings or landscaping shall be provided in all areas bordering the parking area not occupied by screening materials or other landscape amenities. Section 1200.4 17. a. requires that parking lots of five or more stall be screened, up to four feet high, on all sides that abut public streets. This standard would required 4 ft. of screening on the north, west, and east sides of the parking lot. The exception to the “front” of the structure in Section 1000.7 does not apply to this screening. Section 4400.4 Conditional Uses The following are conditional uses in a B-3 district, subject to additional requirements set forth in this ordinance: Agenda Page 7 Planning Commission Request for Recommendation – October 13, 2026 Planning – McDonald’s PUDA, CUP, SBPR Page 4 of 12 Drive-through service lanes. A drive-through service lane accessory to any permitted or conditionally permitted business or use shall be allowed only if the following additional criteria are satisfied: E. The drive-through lanes shall be screened from view of adjoining residential zoning districts and public street rights of way. Section 4400.4 requires drive-through lanes to be screened from public street rights-of-way. The ordinance does not indicate if a specific part of the lane is to be screened. Staff prepared the graph below to illustrate where the drive-through is required to be screened. Staff have illustrated this in the most protective way. Generally, screening around drive-through is designed to mitigate headlights from cars, lights from menu or order boards, and sound generated by the drive-through. Depending on how this standard is interpreted, this requires screening along the north, west, and east sides of the property. This standard is also not subject to the exception detailed in Section 1000.7 regarding the front of the lot. The screening required for the drive- through is not subject to the height reduction of the parking lot, so would require six-foot screening around the drive-through. To summarize, four foot screening is required around the north, west, and east boundaries of the lot, six foot screening is required on the north and east sides to screen the business from right-of- way, and six foot screening is required where the drive-through is visible from right-of-way. PUDs are allowed by the city as allowing deviation from the strict provisions of the Zoning Ordinance is intended to encourage: A. Innovations in development to the end that the growing demands for all styles of economic expansion may be met by greater variety in type, design, and siting of structures and by the conservation and more efficient use of land in such developments. Agenda Page 8 Planning Commission Request for Recommendation – October 13, 2026 Planning – McDonald’s PUDA, CUP, SBPR Page 5 of 12 B. Higher standards of site and building design through the use of trained and experienced land planners, architects and landscape architects. C. More convenience in location and design of development and service facilities. D. The preservation and enhancement of desirable site characteristics such as natural topography and geologic features and the prevention of soil erosion. E. A creative use of land and related physical development which allows a phased and orderly transition of land from rural to urban uses. F. An efficient use of land resulting in smaller networks of utilities and streets thereby lowering development costs and public investments. G. A development pattern in harmony with the objectives of the comprehensive plan. (PUD is not intended as a means to vary applicable planning and zoning principles.) H. A more desirable and creative environment than might be possible through the strict application of zoning and subdivision regulations of the city. The applicant has not established which of these goals that the proposed amendment to reduce screening requirements would support. Staff believe that an amendment to allow for screening flexibility may be warranted. Further, if flexibility is to be granted for this site, staff would recommend amending the PUD standards to allow for the flexibility on every lot within the PUD. The Planning Commission may wish to further refined exactly how and where the drive-through must be screened. Additionally, the city should consider the intent of the screening standards as a whole. If the PUD Amendment is deemed reasonable in this PUD, the standard should be evaluated on the reasonableness in the city as a whole. Conditional Use Permit Proposed Use The applicant is proposing a restaurant with a drive-through lane. The drive-through lane requires a CUP. Review Considerations The purpose of a CUP is to provide the city with a reasonable degree of discretion in determining the suitability of certain designated uses upon the general welfare, public health, and safety. In accordance with Section 400 of the Albertville Zoning Code, the Planning Commission and City Council shall consider possible adverse effects of the proposed conditional use. 1. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official city comprehensive plan. The proposed use is consistent with the official city comprehensive plan and the goals for commercial land. 2. The proposed use is or will be compatible with present and future uses of the area. The proposed use will be compatible with other uses in the B-3 and PUD zoning districts. Agenda Page 9 Planning Commission Request for Recommendation – October 13, 2026 Planning – McDonald’s PUDA, CUP, SBPR Page 6 of 12 3. The proposed use conforms with all performance standards contained herein. The proposed use is generally consistent with the performance standards within the Zoning Ordinance. Where the application is not consistent, conditions have been included to address the inconsistencies. A. Not less than one hundred twenty feet (120') of segregated automobile stacking must be provided for the single service lane. Where multiple service lanes are provided, the minimum automobile stacking may be reduced to sixty feet (60') per lane. The Zoning Ordinance does not state where stacking must be measured from. From the pick-up window the site is proposed to have approximately 277 ft. of stacking in the inner lane with an additional approximate 103 ft. in the outer lane. From the order/menu boards the site plan proposes approximately 81 ft. on the inner lane with an additional 61 ft. in the outer lane. Given the nature of this type of drive-thru use, the order window would be the point of congestion/backs-up’s and where the minimum requirements should be required. This site layout exceed the minimum requirement for the order lanes. B. The stacking lane and its access must be designed to control traffic in a manner to protect the buildings and will not interfere with on site traffic circulation or access to required parking spaces. The proposed layout of the site appears to be designed to control traffic in a manner to protect the buildings and not interfere with on site traffic circulation or access to required parking spaces. Should significant back-up occur for the drive-thru, it would occur within the site and around the building before entering the street. C. No part of the public street or boulevard may be used for stacking of automobiles. No part of the public street or boulevard is proposed or shall used for stacking of automobiles. D. The stacking lane, order board intercom, and window placement shall be designed and located in such a manner as to minimize glare to adjacent premises, particularly residential premises, and to maximize maneuverability of vehicles on the site. The stacking lane is located north, south, and east of the proposed structure. The order board is located on the west side of the site and directed towards the southeast corner of the lot. Pick up windows are located on the north of the structure. No concerns have been identified regarding glare to adjacent properties as screening will be in place. E. The drive-through lanes shall be screened from view of adjoining residential zoning districts and public street rights of way. The applicant is proposing screening that is consistent with the Zoning Ordinance Agenda Page 10 Planning Commission Request for Recommendation – October 13, 2026 Planning – McDonald’s PUDA, CUP, SBPR Page 7 of 12 and the flexibility for screening that is allowed by the PUD. F. Hours of operation shall be limited as necessary to minimize the effect of nuisance factors such as traffic, noise, and glare. The applicant has indicated that the hours of operation are consistent with standard quick service restaurants and will not create negative or unexpected nuisances. G. A lighting and photometric plan will be required that illustrates that drive-through service lane lighting shall comply with section 1000.10 of this ordinance. The submitted lighting and photometric plan appears to comply with the standards established in Section 1000.10 of the Zoning Ordinance. 4. The proposed use will not tend to or actually depreciate the area in which it is proposed. The proposed use will not tend to or actually depreciate the area in which it is proposed. The proposed use is a use expected in the B-3 zoning district which is oriented toward vehicular based commercial uses. . 5. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. The proposed use is not expected to have a proportional use of public services and will not overburden the city’s service capacity. 6. Traffic generated by the proposed use is within capabilities of streets serving the property. The proposed use shall not have a meaningful impact on traffic beyond what is expected for commercial development. Site Plan Review A site plan has been submitted which shows the locations of structures, parking, and drive- through stacking. Uses The proposed use of restaurant is a an allowed use within the B-3 district. Dimensional Standards The submitted site plan has been reviewed to determine any flexibility that may be necessary to include in the PUD standards. Standard B-3/PUD Proposed Conditions Front yard setback (ft.) 35 45.64 Agenda Page 11 Planning Commission Request for Recommendation – October 13, 2026 Planning – McDonald’s PUDA, CUP, SBPR Page 8 of 12 Standard B-3/PUD Proposed Conditions Side yard setback(ft.) Interior Corner 20 108.12 55.78 Rear yard setback (ft.) 20 138.89 Parking lot setback from street (ft.) 15 25.18 Parking front setback 10 25.72 Curb barrier from lot line (ft.) 5 5 Site coverage maximum (%) 80 69.2 The proposed site plan appears to comply with the dimensional standards for the B-3 district and the required setbacks for the parking lot. Landscaping Income-producing property uses are required to provide one shade tree or evergreen tree and 16 ornamental trees or shrubs. The subject property is proposed to have four shade trees, 151 shrubs, and 13 perennials and grasses. The application proposes plant species that are not identified as suitable or prohibited shrubs in the zoning ordinance. The code requires that plantings be consistent with the standards in the ordinance, including the identified suitable planting materials. Flexibility is allowed within the PUD to allow for species that are not included in the suitable species list and are not prohibited by the zoning ordinance. Screening Screening was reviewed earlier in the staff report. Provided the request PUD Amendment is approved, no additional screening is required for the proposed use. Landscaping screening of at least four feet will be provided along the north, east and westerly yards. Trash Enclosures Trash enclosures are required to be located in the rear or side yard and must meet accessory structure setbacks. The proposed site plan shows the trash enclosure located in the southern yard, which would be the side yard. Lighting A lighting plan has not been submitted. The applicant has stated that all exterior lighting on the site shall meet the requirements of the Zoning Ordinance. The photometric plan does not show the foot-candles on proposed Street B. The plan shall be revised to show the foot-candles at the centerline of Street B. Exterior lighting shall meet the requirements established in the zoning ordinance. Parking The proposed amount of parking meets the minimum requirement. Floor area for determining parking standards is based on the use, minus 10% of the total floor area. Based on this, 23 stalls Agenda Page 12 Planning Commission Request for Recommendation – October 13, 2026 Planning – McDonald’s PUDA, CUP, SBPR Page 9 of 12 are required for the dining area, two are required for the drive-through lane, and 28 are required for the kitchen area. The play area is not considered part of the dining area and does not have separate or additional parking required. Lot, Block and Use Stalls Required Ratio Required Stalls Proposed Stalls Lot 1, Block 2 Restaurant with drive- through facility 879 sq. ft. dining 2,440 kitchen At least 1 space for each 35 square feet of gross floor area of service and dining area, but not less than 15 spaces. 2 additional spaces shall be added for drive-through services facilities and 1 space for each 80 square feet of kitchen/storage area 53 57 Building Materials In the B-3 zoning district, 50% of all exterior wall finishes must be constructed of materials containing only brick, dimension stone, glass, stucco and its replicas, woods, rock faced block, or aggregate precast concrete panels. In the B-3 zoning district, any exposed metal or fiberglass finish on all buildings shall be limited to no more than 50% of the total solid surface of all walls. For building walls which face public rights of way or abut residential uses, an exposed metal or fiberglass finish shall not exceed 50% of the wall area. Any metal finish utilized in the building shall be a minimum of 26-gauge steel. All sides of the principal and accessory structures are to have essentially the same or coordinated, harmonious exterior finish materials and treatment. Elevations have not been provided that breakdown the exterior material of the structure, but the structure appears to comply. Building materials will be reviewed for zoning compliance at the time of building permit and shall meet the standards in the ordinance. Signs A signage plan was provided with the application. Included in the site plan is a significant amount of directional signage such as mobile order signs. The applicant is proposing the following: Elevation Sign Square Footage West Wall Sign -“playplace” 27.43 West Wall Sign - Logo 14.25 East Wall Sign- Logo 14.25 North Wall Sign- “McDonald’s” 32.38 North Window – Position Decal 1 1.23 North Window – Position Decal 2 1.18 North Window – Position Decal 3 1.18 North Blade – “McDelivery” 0.56 South Wall Sign - Logo 14.25 South Wall Sign- “McDonald’s” 32.38 South Blade – Mobile Order 0.56 Agenda Page 13 Planning Commission Request for Recommendation – October 13, 2026 Planning – McDonald’s PUDA, CUP, SBPR Page 10 of 12 Sites within the B-3 district are allowed two wall signs The proposed number of signs exceeds what is allowed by the City Code, therefore a Comprehensive Sign Plan is required. Elevation Total Sign Area Total Elevation Area Percent of Elevation West 41.68 883.51 4.7 East 14.25 883.51 1.6% North 36.53 2,205.55 1.7% South 47.19 2,205.55 2.1% Wall sign area shall not exceed 15% of the wall façade fronting on a public right of way. The North, east, and west facades face right-of-way and are proposed to have signage below the allowed 15%. Staff believes that some signs are proposed to be illuminated. Illumination standards shall be reviewed when the applicant applies for a sign permit. A ground sign is proposed that is 12 ft tall and 56.25 sq. ft. The site is just under 210 ft along the front lot line, which allows for a sign up to approximately 125 sq. ft. the proposed ground sign appears to comply. Compliance with Comprehensive Plan The proposal must comply with the Albertville Comprehensive Plan. The property is shown on the Proposed Land Use Plan as Commercial. Commercial Goal 1 in the Albertville Vision/Comprehensive Plan is to promote commercial development by the city, taking advantage of its access to Interstate 94 and the growing population of Albertville and its adjoining communities. The proposed use is located in a developing commercial corridor along an arterial road. RECOMMENDATION: It is respectfully requested that Chair Buhrmann and Members of the Planning Commission consider the following: MOTION TO: Recommend approval of the ordinance amendment to the LaBeaux Commercial Centre PUD, with the following terms: 5200.20 LaBeaux Commercial Centre C. Special PUD Conditions: Agenda Page 14 Planning Commission Request for Recommendation – October 13, 2026 Planning – McDonald’s PUDA, CUP, SBPR Page 11 of 12 1. Curb barriers must meet the setbacks established in 1200.4 (H) 16. of the zoning ordinance except for the shared lot line between Lot 1 and Lot 2, Block 1, LaBeaux Commercial Centre within the PUD 2. Development of lots within the PUD are subject to Site and Building Plan Review. 3. Any approved conditional use within the PUD must meet the conditions established for the applicable use in the B-3 district, except: a. Automobile repair – minor uses with drive-through service lanes may be allowed on Lot 2, Block 1 with a minimum lot area of 20,000 sq. ft. and a minimum lot width of 100 ft. 4. The number of required parking spaces in the B-3/PUD shall be the same as the B-3 district. 5. Any deviations from the approved site plans may require an amendment to the LaBeaux Commercial Centre PUD B-3/PUD zoning district or a conditional use permit, as established in the zoning ordinance. 6. Lots 1 and 2, Block 1 and Lots 1, 2, and 3, Block 2, LaBeaux Commercial Center, shall be considered to have the front of the lot abutting LaBeaux Avenue North. 7. Species selected for landscaping on any lot or outlot within the PUD may vary from the suitable species list in the zoning ordinance but may not include species identified as prohibited in the zoning ordinance. 8. Ground signs within the PUD shall be limited to one single pylon sign, up to 30 ft. in height for the entire PUD, with space for each lot in the entire PUD; or one monument sign for each lot within the PUD with a maximum height of 12 ft. 9. Drive-through lanes may have required screening reduced to four feet when approved by the City Council. MOTION TO: Recommend approval of the Conditional Use Permit and Site and Building Plan Review for McDonald’s for the parcel proposed as Lot 1, Block 2, LaBeaux Commercial Centre Addition, a portion of PID 101500013200. With the findings detailed in the staff report and the following conditions of approval: 1. The CUP shall not be in effect and building permits shall not be issued until the final plat of LaBeaux Commercial Development is recorded 2. The location and layout of structures and facilities on the lot shall be substantially consistent with the plans submitted to the city and reviewed with this request with the exception of where revisions are required with this approval. 3. Before a building permit may be issued the following is required: a. The LaBeaux Commercial Centre Addition final plat must be approved by the city and recorded with the county with applicable cross access easement and drainage and utility easements. b. The site plan must be revised to meet the required number of parking spaces for employees. Based on the maximum number of employees on shift, five spaces are required. c. The grading, drainage, and final site plans shall be subject to the review and approval of the City Engineer. d. The utility plan shall be subject to the review and approval of the City Engineer. e. The erosion and sediment control plan shall be subject to the review and approval of the City Engineer. Agenda Page 15 Planning Commission Request for Recommendation – October 13, 2026 Planning – McDonald’s PUDA, CUP, SBPR Page 12 of 12 4. Stacking in the drive-through lane shall not interfere with onsite traffic circulation or access to required parking spaces. 5. No part of the public street or boulevard shall be used for stacking of automobiles. 6. If glare from elements within the drive-through lane or vehicles within the drive-through lane are identified to be a nuisance, the city may require additional screening. 7. The applicant shall pay all fees and escrow costs related to the application. 8. The applicant shall comply with all applicable local, state, and federal permits and requirements for the new development on the parcel. Attachments: A. Location Map B. Zoning Map C. Application D. Site Plan and Civil Materials E. Sign Package F. Draft Ordinance G. Draft Resolution Agenda Page 16 Agenda Page 17 Agenda Page 18 BUILDING DEPARTMENT 5959 MAIN AVENUE 763.497.3384 X103 CITY OF ALBERTVILLE ALBERTVILLE, MN 55031 WWW.ALBERTVILLEMN.GOV DEVELOPMENT APPLICATION Received Date: 15-Day Review: Publish Date: Planning Date: Council Date: Case No: Base Fee: Escrow Amt: Pd. Date Filed: Type of Request(s): Zoning Comprehensive Plan Amendment PUD Concept Plan/Amendment Zoning Text Amendment PUD Development Stage Rezoning (Map Amendment/PUD) PUD Final Stage Concept Plan Review Minor/Major Variance/Appeal Site and Building Plan Review Conditional Use Permit Subdivision Minor Subdivision/Consolidation Preliminary Plat Subdivision Grading Plan Final Plat Other Address of Subject Property: Name of Business: Legal Description of Property (attach additional sheet if necessary): Lot: Block: Plat#: Subdivision: PID#: Current Zoning Classification: Existing Use of the Property: Project Name, if applicable: Description of Request(s): Effects of the Proposed Use: List impacts such as traffic, noise, light, smoke/odor, parking, and describe the steps taken to mitigate or eliminate the impacts: Reason Why Request Should Be Granted: Previous Land Use Applications or Approvals: What?: When?: R-1AA-1 A-2 R-1 R-2 R-3 R-4 R-5 R-6 R-7 R-8 RMH B-2 B-2A B-3 B-4 BW I-1 I-2 P/W PUD Agenda Page 19 BUILDING DEPARTMENT 5959 MAIN AVENUE 763.497.3384 X103 CITY OF ALBERTVILLE ALBERTVILLE, MN 55031 WWW.ALBERTVILLEMN.GOV Owner Name (Print): Address: City: State: Zip: Telephone (Home): (Business): (Fax): Cell Phone: Email Address: Applicant Name (If other than the owner) (Print): Address: City: State: Zip: Telephone (Home): (Business): (Fax): Cell Phone: Email Address: All properties are required to be current on all fees, licenses, fines, taxes, or assessments in order to have a complete development application accepted for review by the City. Applications will be deemed complete after review by City staff and payment of fees and escrow. Signature(s) of Owner(s): Date: Date: Signature of Applicant(s): Date: Date: City Staff Use Only Approved Denied by the Planning Commission on: Date: Approved Denied by the City Council on: Date: Distribution: City Planner: Building Official: Finance Director: City Engineer: City Clerk: I hereby apply for the above consideration and declare that the information and materials submitted with this application are in compliance with City Ordinance and Policy Requirements and are complete and accurate to the best of my knowledge. I understand that the application will be processed for the next available meeting agenda after review of the information submitted to determine if any other data is needed and after completion of a staff report. I understand that all City incurred professional fees and expenses associated with the processing of this request are the responsibility of the property owner and/or applicant and should be promptly paid. If payment is not received from the applicant, the property owner acknowledges and agrees to be responsible for the unpaid fee balance either by direct payment or a special assessment against the property. If the property fee owner is not the applicant, the applicant must provide written authorization by the owner to make application. Agenda Page 20 Agenda Page 21 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC Agenda Page 22 TABLE OF CONTENTS Introduction .................................................................................................................................................................... 1 Site and Building Plan .................................................................................................................................................... 1 Conditional Use Permit .................................................................................................................................................. 3 Planned Unit Development Amendment ........................................................................................................................ 5 Summary ........................................................................................................................................................................ 6 Contact Information ........................................................................................................................................................ 6 Agenda Page 23 McDonald’s on LaBeaux Ave., Albertville, MN September 17, 2026 MCD25475 1 Introduction On behalf of McDonald’s USA, Landform is pleased to submit this application for a Site and Building Plan Review, Conditional Use Permit (CUP), and a Planned Unit Development (PUD) Amendment to the LaBeaux Commercial Center PUD to allow the construction of a McDonald’s building on Lot 1, Block 2 in the LaBeaux Commercial Centre Addition. The site plan has been designed to support efficient customer access, safe vehicular circulation, adequate parking, pedestrian connectivity, and high-quality building design appropriate for a prominent commercial corridor. Site and Building Plan Zoning District Compliance The Site and Building Plan proposes an approximately 5,000 square foot McDonald’s restaurant with a drive-through on this 1.62-acre site. The ordinance for the LaBeaux Commercial Centre PUD was approved on June 15, 2026 by Resolution 2026-08. Resolution No. 2026-20 approving the preliminary plat, final plat, and site plans for the plat entitled LABEAUX COMMERCIAL CENTRE ADDITION was tabled to allow more time for review of a traffic study and is planned to be reviewed at the September 21, 2026 Planning Commission meeting. While the plat has not yet been approved by the City, we have been working with City staff to coordinate this submittal to ensure a smooth process once the plat is approved. The adopted PUD ordinance contains eight special PUD conditions. The submitted plans demonstrate compliance with the conditions of the PUD as follows: 1. Curb barriers must meet the setbacks established in 1200.4 (H) 16. of the zoning ordinance except for the shared lot line between Lot 1 and Lot 2, Block 1, LaBeaux Commercial Centre within the PUD. Complies. The curb barriers meet the setbacks required. 2. Development of lots within the PUD are subject to Site and Building Plan Review. Complies. Site and Building Plan is being submitted. 3. Any approved conditional use within the PUD must meet the conditions established for the applicable use in the B-3 district. Complies. The drive-through service lanes meet the conditions established for the applicable use in the B-3 district. 4. The number of required parking spaces in the B-3/PUD shall be the same as the B-3 district. Complies. The Site and Building Plan proposes 59 parking spaces where 57 is required. 5. Any deviations from the approved site plans may require an amendment to the LaBeaux Commercial Centre PUD B-3/PUD zoning district or a conditional use permit, as established in the zoning ordinance. The Site and Building plan does not deviate from the site plans submitted for the plat. While this is not a change, at City staff’s request, we are applying for a CUP for the drive-through shown on the LaBeaux Commercial Centre PUD plans. We are also requesting a PUD amendment related to screening for this site and this is discussed later in the narrative. Agenda Page 24 McDonald’s on LaBeaux Ave., Albertville, MN September 17, 2026 MCD25475 2 6. Lots 1 and 2, Block 1 and Lots 1, 2, and 3, Block 2, LaBeaux Commercial Center, shall be considered to have the front of the lot abutting LaBeaux Avenue North. Complies. The Site and Building Plan proposes LaBeaux Avenue North as the front of the lot. 7. Species selected for landscaping on any lot or outlot within the PUD may vary from the suitable species list in the zoning ordinance but may not include species identified as prohibited in the zoning ordinance. Complies. The Site and Building Plan proposes species that are identified as suitable for screening and landscaping purposes. 8. Ground signs within the PUD shall be limited to one single pylon sign, up to 30 ft. in height for the entire PUD, with space for each lot in the entire PUD; or one monument sign for each lot within the PUD with a maximum height of 12 ft. Complies. The Site and Building Plan proposes one McDonald’s monument sign on the lot that complies with the above standards. Overall, this site plan complies with the approved LaBeaux Commercial Centre PUD except for the requested PUD amendment that is discussed later in this narrative. Site Access, Circulation, Parking, and Drive-Through Service Lanes The development is consistent with the plans reviewed by the City as part of the June 15 th PUD ordinance approvals. The site has been designed to provide safe and efficient vehicular access from the public rights-of-way. Internal drive aisles are arranged to minimize conflicts between passenger vehicles, drive-through customers, service vehicles, delivery movements, and pedestrian routes. Parking is located to provide convenient access to the building entrance while maintaining appropriate circulation around the site. The parking layout has been designed in accordance with the City’s off-street parking requirements and provides 59 parking stalls, including accessible stalls located near the building entrance. Drive aisles, parking stall dimensions, and pedestrian walkways are shown on the submitted civil/site plans. Loading, refuse collection, and service functions have been located to reduce visual and operational impacts on adjacent properties and public streets. The applicant coordinated with City staff during the plat phase of the project regarding the proposed site layout, access configuration, circulation pattern, drive-through location, and general development framework. This coordination occurred prior to preparation of the final site and building plan submittal and helped ensure that the development plans were aligned with City expectations at an early stage of review. There are no deviations between the site plan approved during the plat phase and the Site and Building Plan now submitted for development approval. The building location, drive-through configuration, parking layout, access points, and internal circulation remain consistent with the previously reviewed plat-stage plans. Grading, Drainage, and Utilities The civil plans include proposed grading, drainage, erosion control, utility connections, and stormwater management improvements. The site has been designed to direct stormwater runoff in accordance with City engineering standards and applicable requirements. Utility services, including water, sanitary sewer, electric, gas, and communications, will be extended or connected as shown on the utility plan. Erosion and sediment control measures will be installed before and during construction and maintained until the site is stabilized. Final grading will be completed to provide positive drainage away from the building and toward the approved stormwater management system. Agenda Page 25 McDonald’s on LaBeaux Ave., Albertville, MN September 17, 2026 MCD25475 3 Landscaping, Screening, and Site Appearance The landscape plan complies with ordinance requirements and provides a coordinated treatment of the site perimeter, parking areas, and public street frontage. Proposed landscaping includes shade trees, shrubs, perennials, and turf/seeded areas. These improvements will soften views of paved areas, enhance the public streetscape, and contribute to the overall visual quality of the development. The proposed refuse enclosure is located in the side yard and will be constructed of materials compatible with the building. Screening is provided for the drive-through with the intention of reducing glare and reflection from headlights and drive-through elements to the surrounding streets and properties. City Code requires this screening to be at least six feet in height. We are proposing screening that is four feet in height, and this is part of the requested PUD amendment discussed below. Lighting and Signage Site lighting will be designed to provide safe illumination for parking areas, pedestrian routes, building entrances, and service areas while minimizing glare and spillover onto adjacent properties. Fixtures will be shielded as appropriate and will be mounted at heights and setback distances consistent with City standards. Proposed signage will be coordinated with the building architecture and site layout to support business identification while maintaining an attractive commercial appearance and meeting City requirements. Conditional Use Permit Drive-Through Service Lanes The proposed restaurant includes drive-through service lanes. Although the PUD approved this restaurant and drive- through, it is our understanding from staff that a CUP is required to formalize the PUD approvals. The PUD is based on the B-3 district standards. The B-3 district allows drive-throughs subject to six standards. The proposed drive-through service lanes satisfy the applicable Conditional Use Permit review criteria as follows: A. Not less than one hundred twenty feet (120') of segregated automobile stacking must be provided for the single service lane. Where multiple service lanes are provided, the minimum automobile stacking may be reduced to sixty feet (60') per lane. Complies. The Site and Building Plan proposes at least 120 feet of segregated automobile stacking. B. The stacking lane and its access must be designed to control traffic in a manner to protect the buildings and will not interfere with on site traffic circulation or access to required parking spaces. Complies. The Site and Building Plan proposes a stacking lane designed to control traffic in a manner to protect the buildings and will not interfere with onsite traffic circulation or access to required parking spaces. C. No part of the public street or boulevard may be used for stacking of automobiles. Complies. The Site and Building Plan proposes a stacking lane that does not use public streets or boulevards. D. The stacking lane, order board intercom, and window placement shall be designed and located in such a manner as to minimize glare to adjacent premises, particularly residential premises, and to maximize maneuverability of vehicles on the site. Agenda Page 26 McDonald’s on LaBeaux Ave., Albertville, MN September 17, 2026 MCD25475 4 Complies. The Site and Building Plan proposes to minimize glare and maximize vehicle circulation and maneuverability. E. The drive-through lanes shall be screened from view of adjoining residential zoning districts and public street rights of way. The site will feature screening for the drive-through lanes from the right-of-way of the surrounding streets at a height of four feet. The City Code requires screening to be at least six feet in height. This modification is requested as part of a PUD amendment discussed below. F. Hours of operation shall be limited as necessary to minimize the effect of nuisance factors such as traffic, noise, and glare. Complies. This is a commercial PUD where traffic, noise and glare from the restaurant drive-through is expected. The hours of operation are consistent with standard quick service restaurants and will not create negative or unexpected effects of nuisance factors. G. A lighting and photometric plan will be required that illustrates that drive-through service lane lighting shall comply with section 1000.10 of this ordinance. Complies. The Site and Building Plan proposes a lighting plan that complies with City Code. The drive-through component also satisfies the general CUP criteria in Chapter 400 of the Code. Specifically: A. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official city comprehensive plan. Complies. The use is consistent with the Comprehensive Plan; B. The proposed use is or will be compatible with present and future uses of the area. Complies. The use is compatible with present and future surrounding uses; C. The proposed use conforms with all performance standards contained herein. Complies. The use conforms to applicable performance standards; D. The proposed use will not tend to or actually depreciate the area in which it is proposed. Complies. The use will not depreciate the area; E. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. Complies. The use can be accommodated by existing public services; F. Traffic generated by the proposed use is within capabilities of streets serving the property. Complies. The use is within the capacity of streets serving the property. We find that the CUP request for drive-through lanes meets the required standards in the City Code, except where flexibility has been granted or is requested as part of the PUD and proposed PUD amendment. Agenda Page 27 McDonald’s on LaBeaux Ave., Albertville, MN September 17, 2026 MCD25475 5 Planned Unit Development Amendment We are requesting a PUD amendment to add a provision that will allow four-foot screening for the drive-through lanes where six feet is required. Specifically, this request will add the following text to the approved LaBeaux Commercial Centre PUD under Section 5200.20 Subd. C.3: 3. Any approved conditional use within the PUD must meet the conditions established for the applicable use in the B-3 district, except: a. Automobile repair – minor uses with drive-through service lanes may be allowed on Lot 2, Block 1 with a minimum lot area of 20,000 sq. ft. and a minimum lot width of 100 ft. b. Drive-through lanes may reduce required screening height to four feet in height for Lot 1, Block 2. City Staff has directed us to place this modification as part of a PUD Amendment in this location specific to our lot and development. Section 2700.4 Subd. D.1 states: D. Planned Unit Development Amendment: 1. Submittals materials for an amendment to an existing PUD shall include any submittal requirements established in section 2700.4 B. deemed necessary. This request is intended to preserve the overall intent of the City Code but also allows flexibility for a new business and site development plan in Albertville. Currently, drive-through screening is required, and the standards for this required screening are found in Section 1007.7 Subd. A which state the following: 1. Where any business or industrial use (i.e., structure, parking or storage) abuts property zoned for residential use, that business or industry shall provide screening along the boundary of the residential property. Screening shall also be provided where a business or industry is across the street from a residential zone, but not on that side of a business or industry considered to be the front (as defined by this ordinance). 2. All fencing and screening specifically required by this ordinance shall be subject to section 1000.8 of this chapter and shall consist of either a fence or a greenbelt planting strip as follows: a. A greenbelt planting strip shall consist of evergreen trees and/or deciduous trees and plants and shall be of sufficient width and density to provide an effective visual screen. This planting strip shall be designed to provide complete visual screening to a minimum height of six feet (6'). Earth mounding or berms may be used but shall not be used to achieve more than three feet (3') of the required screen. The planting plan and type of plantings shall require the approval of the council. b. A required screening fence shall be constructed of masonry (e.g., brick, stone, decorative concrete block, interlocking or mortarless concrete wall systems), wood or metal. Chainlink fences with privacy slats shall not be permitted within residential or commercial zoning districts to meet the requirements for screening. Such fence shall provide a solid screening effect six feet (6') in height. The design and materials used in constructing a required screening fence shall be subject to the approval of the city council. Fences in excess of six feet (6') in height shall require approval of the zoning administrator and the building official. Agenda Page 28 McDonald’s on LaBeaux Ave., Albertville, MN September 17, 2026 MCD25475 6 Under paragraph 1, the LaBeaux Avenue side of the property would be exempt from screening as it is considered the front as part of the PUD approvals. However, the drive-through lanes also require screening and this would not automatically be exempt. The standard screening (which this front lot line exempt from) is required to be at least six feet in height. If that 6-foot- tall screening were to be required in this location because that is the location of the drive-through, this would require screening for a large portion of the lot near the main entrance intersection and would impact the viability of the site. We understand the intent of the ordinance is to provide screening for noise, headlights, and overall glare, however, applying the 6-foot screening requirement to the full length of the drive-through goes beyond that intent. For this reason, we are proposing a PUD modification for this lot only to allow screening at a minimum of four feet in height. This modification would still provide ample screening of vehicle headlights in the drive-through to accomplish the intent of the ordinance. Nearby commercial properties with drive-through lanes operate with no screening or low-profile landscape screening along the applicable right-of-way. Additionally, a six-foot screen near the main entrance intersection could obstruct driver sightlines and obscure high-quality architectural features. This proposed PUD amendment will not remove the requirement for screening but simply reduce the height that will accomplish all the goals of the ordinance. We have modified plans for screening and landscaping that show this reduction and how it will accomplish the screening of lights, noise, and glare from the drive through lanes to the adjacent right of ways. Summary The proposed development is consistent with the purpose and requirements of the LaBeaux Commercial Centre PUD District, except where the new PUD amendment is requested, and advances a commercial site design that supports safe, efficient, and high-quality development. The submitted site and building plans for the restaurant with drive-through comply with applicable lot, setback, height, hard surface coverage, architectural, parking, circulation, landscaping, utility, stormwater, and lighting standards. Screening is met if the proposed PUD amendment is approved. We respectfully request approval of the Site Plan and Building Plan, Conditional Use Permit, and Planned Unit Development Amendment to allow construction of McDonald’s at Lot 1, Block 2 in the LaBeaux Commercial Centre. Contact Information This document was prepared by: Zeke Peters, AICP Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Tom Meyer at tmeyer@landform.net or 612.252.9070. Agenda Page 29 C001MCD475.DWGALBERTVILLE, MINNESOTAALBERTVILLE, MINNESOTANORTHNO SCALEAREA LOCATION MAPC0.1CIVIL & LANDSCAPE TITLE SHEET McDONALD'S USA, LLC.DAngle&And@ At100 YR. 100 Year Flood ElevationA.B. Anchor BoltA.D. Area DrainA/C Air Conditioning UnitADD. AddendumADDL. AdditionalADJ. Adjacent / AdjustAHU Air Handling UnitALT. AlternateALUM. AluminumANOD. AnodizedAPPROX. ApproximateARCH Architect / ArchitecturalAUTO. AutomaticAVG. AverageB.C. Back of CurbB/W Bottom of WallBFE Basement Floor ElevationBIT Bituminous (Asphaltic)BLDG BuildingBM BenchmarkBSMT. BasementC.F. Cubic FeetC.F.S. Cubic Feet Per SecondC.G. Corner GuardC.J. Control JointC.L. CenterlineC.M.U. Concrete Masonry UnitC.O. CleanoutC.O.E. U.S. Army Corps Of EngineersC.Y. Cubic YardsCB Catch BasinCBMH Catch Basin ManholeCEM. CementCIP Cast Iron PipeCMP Corrugated Metal PipeCONC. Concrete (Portland)CONN. ConnectionCONST. ConstructionCONT. ContinuousCONTR. ContractorCOP. CopperCU. CubicD.S. Down SpoutDEG. DegreeDEMO. Demolition / DemolishDEPT. DepartmentDET. DetailDIA. DiameterDIAG. DiagonalDIM. DimensionDIP Ductile Iron PipeDN DownDWG. DrawingE. EastE.J. Expansion JointE.O. Emergency OverflowE.O.S. Emergency Overflow SwaleE.W. Each WayEA. Each EL. ElevationELEC. ElectricalELEV. ElevationEMER. EmergencyENGR. EngineerENTR. EntranceEQ. EqualEQUIP. EquipmentEQUIV. EquivalentEXIST. ExistingEXP. ExpansionF & I Furnish and InstallF.B.O. Furnished by OthersF.C. Face of CurbF.D. Floor DrainF.D.C. Fire Department ConnectionF.V. Field VerifyFB Full BasementFBWO Full Basement Walk OutFBLO Full Basement Look OutFDN. FoundationFES Flared End SectionFFE Finished Floor ElevationFLR. FloorFT. OR (') FootFUT. FutureG.B. Grade BreakG.C. General ContractorGAL. GallonGALV. GalvanizedGFE Garage Floor ElevationGL. GlassGR. GradeH. HeightH.P. High PointHDPEP High Density Polyethylene PipeHGT. HeightHORIZ. HorizontalHVAC Heating, Ventilation, Air ConditioningHYD HydrantI.D. Inside Dimension OR IdentificationI.E. or IE Invert ElevationIN. OR (") InchesINFO. InformationINL. Inlet ElevationINSUL. InsulationINV. Invert ElevationJT. JointL.F. Linear FeetL.P. Low Point / Liquid PetroleumLB. PoundLGU Local Government UnitLB. PoundLB. LongitudinalLT. Light / LightingMAINT. MaintenanceMAS. MasonryMATL. MaterialMAX. MaximumMECH MechanicalMED. MediumMFR. ManufacturerMH ManholeMIN. Minimum / MinuteMISC. MiscellaneousMNDOT Minnesota Department Of TransportationMOD. Module / ModularMUL. MullionN. NorthN.I.C. Not In ContractNO. OR # NumberNOM NominalNTS Not to ScaleNWE Normal Water ElevationNWL Normal Water LevelO.F. On CenterO.G. Outside DimensionO.H. Overhead ElectricOH. OverheadOHWL Ordinary High Water LevelOPNG. OpeningORIG. OriginalP.C. Point of CurvatureP.I. Point of IntersectionPIV Post Indicator ValveP.L. OR P/L Property LineP.O.B. Point of BeginningP.S.F. Pounds Per Square FootP.S.I. Pounds Per Square InchP.T. Point of TangencyP.V.C. Point of Vertical CurvatureP.V.I. Point of Vertical IntersectionP.V.T. Point of Vertical TangencyPE PolyethylenePED. Pedestal / PedestrianPERF. PerforatedPREP. PreparationPROJ. ProjectPROP. ProposedPVC Poly-Vinyl-Chloride (Piping)PVMT. PavementQTR. QuarterQTY. QuantityRRadiusRAD. RadiusRE Rim Elevation (Casting)R.D. Roof DrainR.E. Remove ExistingR.O. Rough OpeningR.P. Radius PointRC Reinforced Concrete PipeR.S. Rough SlabRSD Roof Storm DrainRE. RegardingREINF. ReinforcedREQ'D RequiredREV. Revision / RevisedRGU Regulatory Government UnitROW OR R/W Right of WayS. SouthS.F. Square FeetSAN. Sanitary SewerSECT. SectionSE Split Entry /Side ExitSEWO Split Entry Walk Out /Side Exit Walk OutSHT. SheetSIM. SimilarSLNT. SealantSPEC. SpecificationSQ. SquareSSD Subsurface drainSTMH Storm Sewer ManholeSTD. StandardSTRUCT. StructuralSYM. SymmetricalTThicknessT/R Top of RimT/W Top of WallTEMP. TemporaryTHK. Thick / ThicknessT.J. Tooled JointTNH Top Nut HydrantTYP. TypicalU.N.O. Unless Noted OtherwiseV.B. Vapor BarrierV.C. Vertical CurveV.I.F. Verify In FieldVER. VerifyVER. VerticalVEST. VestibuleW WidthW.PT. Working PointW.W.F. Welded Wire FabricW/ WithW/O WithoutWO Walk OutVER. WetlandWP WaterproofWETL. WeightYD. YardYR. YearABBREVIATIONSMODULAR RETAINING WALLFIELDSTONE RETAINING WALLNEWCATVUNDERGROUND CABLE/TVEXISTING DESCRIPTIONSTORM SEWER WATERMAINFORCE MAIN SANITARY SEWER-WASTEROOF DRAIN SYSTEMGAS LINE-UNDERGROUNDFIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTIONSOIL SUBDRAINTELEPHONE-UNDERGROUNDELECTRIC-UNDERGROUNDLAWN SPRINKLER SLEEVEBLDG.GASTELEELECLSSC.O.MAJOR CONTOURBUILDINGSPOT ELEVATION120CONCRETE SLOPE DIRECTIONCONCRETE CURBGUARD RAILFENCINGCONCRETE RETAINING WALLHEIGHT, TYPEPOWER POLELIGHT STANDARDEXIT LOCATIONUNDERGROUND STRUCTUREEDGE OF PAVEMENTBOLLARDCANOPY / OVERHANGBIT. EDGECATCH BASINMANHOLESYMBOLS123.45%1.00MINOR CONTOUR123IRIPRAPGATE VALVEHYDFES>>>>>>>>>>>>IFMRDFIRESTS>>IRON MONUMENT FOUNDWATER MAINSANITARY SEWERSTORM SEWERUNDERGROUND GASUNDERGROUND ELECTRICUNDERGROUND COMMUNICATIONSCONCRETE CURBSTORM MANHOLESTORM CATCH BASIN1TITLE ITEM NUMBERAIR CONDITIONER1/2" x 14" IRON PIPE SETSSSTSANITARY MANHOLEMAILBOXBOLLARDLIGHT POLERESTRICTED ACCESSFENCINGGUARD RAILTREE DRIP LINECURB STOPFIRE HYDRANTFLARED END SECTIONCONCRETE SURFACEBUILDINGBITUMINOUS SURFACEGRAVEL SURFACEPAVING BLOCK /STAMPED CONCRETECLEANOUTWELLGUY WIREOVERFLOW CONTROL STRUCTUREROOF DRAINSET SPIKERIGHT OF WAY MONUMENTJUDICIAL LANDMARKSET LATHTRAFFIC SIGNCAST IRON MONUMENT962.3962EXISTING MAJOR CONTOUREXISTING SPOT ELEVATIONCONIFEROUS TREEDECIDUOUS TREECBLCOMELECEEHHTBTHAND HOLEELECTRIC BOXCABLE BOXTELEPHONE PEDESTALCOMMUNICATIONS BOXELECTRIC METERELECTRIC MANHOLETELEPHONE MANHOLETELEPHONE POLESOIL BORINGDRAINAGE AND UTILITY EASEMENT PERPLAT OF ___________BUILDING SETBACK LINEXIGUEUCUCUCUCOVERHEAD ELECTRICOEUNDERGROUND FIBER OPTICFODRAINAGE DIRECTIONCOHYDCSWATER VALVEWGAS METERGMAILTNHACGUY STONE MONUMENTMWATMAGPARCBLCDISC GOLFDTTECREGENEVFOFDCGGUYRIPMCRRSLSSGLSGLPSPBXTREE?TREE TAGPERCOLATION TESTLIFT STATION MANHOLESIGNAL CONTROL BOXSIGNAL POLEIRRIGATION BOXRAILROAD SWITCHAUTOMATED TELLER MACHINECOMMUNICATIONS MANHOLETEST PITELECTRIC GENERATORUNKNOWN MANHOLEAIR RELEASE MANHOLEFIRE DEPARTMENT CONNECTIONMETAL COVERDISC GOLFBASKETBALL HOOPMONITORING WELLABOVE GROUND PIPEGAS VALVECABLE BOXHEADSTONEGROUND LIGHTFLAG POLEGUY POLEGAS MANHOLEELECTRONIC CARD READERFIBER OPTIC BOXDRIVE THRU TELLERELECTRIC VALVEELECTRIC OUTLETDESCRIPTIONEXISTING DESCRIPTION962EXISTING MINOR CONTOURSHEETS ISSUED BY DATECOMPOST/BIO LOG))))))))))))))))))))I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.TOM MEYER, P.E.LICENSE NUMBER:DATE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.JOSH POPEHN, RLALICENSE NUMBER:DATE:4201617 SEPTEMBER, 20264480317 SEPTEMBER, 2026EROSION CONTROL BLANKETSILT FENCESYMBOLDESCRIPTIONREVISED AREA (THIS ISSUE)REVISION - ADDENDUM, BULLETIN, ETC.NOTE REFERENCELARGE SHEET DETAILCOORDINATE POINTPARKING STALL COUNTDESCRIPTIONSYMBOLEROSION CONTROL SYMBOLSDRAWING SYMBOLSLEGAL DESCRIPTIONBENCHMARKINLET PROTECTIONC21C7.31122Project Benchmark:MNDOT GSID Station #85826Station Name: DunnLocation: In Albertville, 0.4 mile northwest along Interstate Highway 94 from the junction of Interstate Highway 94 and County Road 37 inAlbertville, at Interstate Highway 94 milepoint 201.65, 86.1 feet south-southwest of eastbound Interstate Highway 94, 3.4 feetnorth-northeast of a fence line, 3.1 feet north-northeast of a witness post.Elevation = 956.54 (NAVD 88)Site Benchmark:Storm Manhole RimLocation = SW Corner of Site, across Labeaux Ave NEElevation = 957.06 (NAVD 88)Parcel 1:The Northwest Quarter of the Southwest Quarter of Section 1, Township 120, Range 24, Wright County, Minnesota, EXCEPT the West165.00 feet of the South 150.00 feet of the North 411.00 feet thereof, ALSO EXCEPTING THEREFROM all the portions of land plattedinto PSYKS FIFTH ADDITION and PSYKS SIXTH ADDITION.Parcel 2:The West 165.00 feet to the South 150.00 feet of the North 411.00 feet of the Northwest Quarter of the Southwest Quarter of Section 1,Township 120, Range 24, Wright County, Minnesota.3McDONALD'S USA, LLC110 N. CARPENTER ST.CHICAGO, IL 60607TEL (913) 547-9367CONTACT: JOSH GATEWOODDESCRIPTIONSHEET NO.CIVIL & LANDSCAPE TITLE SHEETEXISTING CONDITIONS & DEMOLITIONDEVELOPER IMPROVEMENTSSITE PLANDRIVE-THRU LAYOUTDRIVE-THRU DETAILSDRIVE-THRU DETAILSDRIVE-THRU DETAILSSTRIPINGPHOTOMETRICSGRADING, DRAINAGE, PAVING& EROSION CONTROLSWPPPUTILITIESCIVIL CONSTRUCTION DETAILSCIVIL CONSTRUCTION DETAILSLANDSCAPE PLANCERTIFICATIONSCIVIL / LANDSCAPE SHEET INDEX & REVISION MATRIXOWNERC0.1C1.1C1.2C2.1C2.2C2.3C2.4C2.5C2.6C2.7C3.1C3.2C4.1C7.1C7.2L2.1LANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: TOM MEYERPROJECT CONTACTSCIVIL ENGINEERREPRISE12400 PORTLAND AVE. S. SUITE 100BURNSVILLE, MN 55337TEL 952-252-4042CONTACT: KRISTI DONAHUEARCHITECTLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: GUS LeSAVAGESURVEYORLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: JOSH POPEHNLANDSCAPE ARCHITECT07.07.26 07.08.26XX XXXXXXXXXXXXXXXXXXXXXX07.17.26RELEVANT SPECIFICATIONS AND ORDER OF PRECEDENCEIf there is a conflict between or among any of the terms or provisions of the Contract Documents, the Contract Documents shall be generallyconstrued as being complementary with one another with the intent of providing the highest quality to the CLIENT. However, if a conflict cannot bereconciled the ENGINEER shall be consulted and their written directions shall be followed. In general, unless otherwise directed in writing by theENGINEER the following order of precedence shall apply from highest precedence (“1”) to lowest (“7”).1. Agreement between OWNER and CONTRACTOR2. City Standard Specifications and Detail Plates3. MnDOT Specifications for Construction4. City Engineers Association of Minnesota (CEAM) Specifications5. Conditions of the Contract6. Plans7. Digital Model8. Bid Proposal REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®07-07-2026 CITY SUBMITTAL 07-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTALX XXX XXX XXXXXX19LABEAUX AVE NE53RD ST NELACHMAN AVE NESITEKALLAND AVE NE 57TH ST NE94Agenda Page 30 >>956.8957.0957.0957.0959.1957.2957.4957.5957.8957.8957.7961.2962.9963.7964.1959.8959.5959.1958.6958.3957.9957.4957.2957.5958.3956.2961.3962.8964.0964.9960.0959.7959.2958.5958.0957.6957.3957.1957.4958.3955.8961.0962.5963.9965.0960.3959.7959.2958.6958.1957.7957.4957.3957.7958.4955.9960.2961.7963.0964.0960.5959.8959.2958.5958.0957.8957.7957.5957.9958.2956.3959.4961.0962.2963.3960.7960.0959.3958.6958.1957.7957.5957.4957.9958.1956.3959.2960.5961.6962.7961.2960.3959.6958.8958.1957.8957.4957.4957.8958.1956.4959.8960.6961.4962.2961.6960.6959.8958.8958.2957.9957.5957.4957.8957.9956.6959.6960.3961.4962.2962.1960.9959.8959.0958.4958.1957.5957.6957.9957.8956.8959.9960.6961.5962.1962.6961.2959.9958.9958.3958.0957.8957.7957.9957.7957.5960.4961.0961.7962.1963.0961.5960.1958.9958.1957.9957.6957.8958.2957.9958.3961.0961.5961.8962.1962.4963.2961.6960.1958.8958.0957.8957.4957.8958.4957.9958.5961.1961.5961.5961.6961.8963.2961.5960.0958.7957.9957.7957.4958.0958.6958.1958.3960.8961.0961.0961.0961.0962.7961.2959.8958.6957.9957.7957.6958.2958.7958.1958.3960.5960.5960.7961.2961.2962.0960.7959.6958.5957.8957.8957.8958.3958.6958.1958.4960.3960.4961.1961.8962.0961.5960.3959.2958.3957.8957.8957.8958.3958.5958.1958.4960.1960.8961.7962.4962.8UTVUTVUTVUTVUTVUTVUTVUTVUTVUTVUTVFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEI I I I I I I I I I I I I I I I I I I I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CABXEE9579589599609 6 1 9 6 2 9 6 3 964 965 9569579589589589599609 6 1 961962963961 962 963LABEAUX AVE NE (C.S.A.H. 19)WEST LINE OF THE NW 1/4OF THE SW 1/4 SEC.1,TWP.120, RNG.24PARCEL 2PARCEL 1PID: 101500013200PID: 1015000132015446 LABEAUX AVE NE10.00S00°39'42"W 1320.33 INV CPVC 10INV=955.77FESINV=955.89FESINV=955.91HIGHWAY EASEMENTDOCUMENT NO. A 1052885 DRAIN FIELDGGGG105.02N88°18'35"W 165.0360.00HIGHWAY EASEMENTDOCUMENT NO. A 1052884 ±7.0PROPOSED LOT BOUNDARYNORTH0 20 40EXISTING CONDITIONSDEMOLITION LEGENDObtain permits for demolition, clearing, and disposal prior to beginning.Contact utility service providers for field location of services 72 hours prior to beginning demolition and clearing.See Sheet C3.1 for erosion prevention and sediment control measures that must be in place prior to disturbances to site.Building demolition: verify with owner that building has been cleared of regulated materials requiring special handling or disposal andexamined by competent person. Remove structure, columns, canopies, and any associated construction in its entirety. Refer toArchitecture (add this for MRPs).Dimensions shown for removal are approximate. Coordinate with new construction to ensure appropriate removal of existingfacilities.Sawcut existing pavement. Remove concrete walks, slabs, and curbing to the nearest existing joint beyond construction limits.Complete demolition with minimal disruption of traffic. Coordinate lane closures with the regulatory authority and provide advancenotification to affected emergency response providers.Provide barricades, lights, signs, traffic control, and other measures necessary for protection and safety of the public and maintainthroughout construction. The City requires traffic control measures to be in place during utility installation, existing buildingdemolition, driveway installation, sidewalk installation and final restoration within the right-of-way.Protect structures, utilities, trees, plant material, sod, and adjacent property from damage during construction unless noted forremoval. Damage shall be repaired to equal or better condition at no additional cost.Remove trees noted, including root structures, from the site. Coordinate with owner to mark trees to be saved or transplanted prior toclearing. Protect trees indicated with tree protection fencing per detail C7.X/X.Remove existing site features including, but not limited to, underground utilities, paving, curbing, walkways, fencing, retaining walls,screen walls, aprons, lighting, related foundations, signage, bollards, landscaping, and stairways within the construction limits unlessnoted otherwise.Coordinate removal, relocation, termination, and re-use of existing private utility services and appurtenances with the utilitycompanies. Restore electric handholes, pullboxes, powerpoles, guylines, and structures disturbed by construction in accordance withutility owner requirements.Existing piping and conduits may be abandoned in-place if filled with sand and if not in location of proposed building or in conflict withproposed utilities or structures. Terminate existing services at the supply side in conformance with provider's standards.Haul demolition debris off-site to a facility approved by regulatory authorities for the handling of demolition debris.Mill and overlay all remaining bituminous pavement outside the sawcut line. Refer to Sheet C3.1 for specifications.DEMOLITION AND CLEARING NOTES111383.4.5.6.7.9.10.12.14.15.16.17.Background information shown is from survey by Landform, Minneapolis, MN, on June 20th, 2023 and December 1st, 2025,expressly for this project; Albertville, MN record drawings; and utility service providers. Landform offers no warranty, expressed orwritten, for information provided by others. Existing project conditions shall be verified prior to beginning construction. Errors,inconsistencies, or omissions discovered shall be reported to the Engineer immediately.Reserved -- OR -- Geotechnical boring locations are approximate and are based on information provided in the Geotechnical Reportprepared by Company, City, State, on Month Date, Year.For Construction Staking or Surveying services contact Landform at 612-252-9070.Curb RemovalTree/shrub RemovalPavement SawcutConstruction LimitsTree ProtectionUtility Line RemovalXXXXXXXXXXXXXXXXXXXX1.2.3.C101MCD475.DWGC1.1EXISTING CONDITIONS & DEMOLITION REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®NO T FO R C O N S T R U C T IO N 07-07-2026 CITY SUBMITTALI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalEngineer under the laws of the State of Minnesota.License Number42016DateTHOMAS O. MEYER9/17/202607-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTALAgenda Page 31 UTVUTVUTVUTVUTVUTVUTVUTVUTVUTVUTVFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEI I I I I I I I I I I I I I I I I I I I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EE9579589599609 6 1 9 6 2 9 6 3 964 965 9569579589589589599609 6 1 961962963961 962 963LABEAUX AVE NE (C.S.A.H. 19)S00°39'42"W 1320.33 HIGHWAY EASEMENTDOCUMENT NO. A 1052885 GGGGHIGHWAY EASEMENTDOCUMENT NO. A 1052884 >>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I I I I I I I >>>>IIIIIIIIIIIIIIIIIIIII>>>>>>II>>>>I I I I I I II>>>>>>>>>>>STUB END - 3PROVIDE COMPOSITEUTILITY ID POSTINV: 954.48SAN MH 648" (DIA)RIM: 962.33INV S: 954.08INV W: 954.08INV N: 954.03963964964962961962 961961962962 962962962 963 963 9529539549559569579589599609619629629 6 2962 962962 961 9 6 2 962962 9629619619 6 2 963 963962 962961 9 6 2962961962 963962962962 963963LOT 1, BLOCK 1LOT 2, BLOCK 1-VACANT-LOT 2, BLOCK 2-VACANT-STREET BSTREET A REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®NO T FO R C O N S T R U C T IO N 07-07-2026 CITY SUBMITTALI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalEngineer under the laws of the State of Minnesota.License Number42016DateTHOMAS O. MEYER9/17/202607-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTALNORTH0 20 40C102MCD475.DWGC1.2DEVELOPER IMPROVEMENTSAgenda Page 32 EELABEAUX AVE NE (C.S.A.H. 19)PARCEL 1PID: 101500013200S00°39'42"W 1320.33 HIGHWAY EASEMENTDOCUMENT NO. A 1052885HIGHWAY EASEMENTDOCUMENT NO. A 1052884 DRIVETHRUEELABEAUX AVE NE (C.S.A.H. 19)PARCEL 1PID: 101500013200S00°39'42"W 1320.33 HIGHWAY EASEMENTDOCUMENT NO. A 1052885HIGHWAY EASEMENTDOCUMENT NO. A 1052884 LOT 1, BLOCK 1LOT 2, BLOCK 1-VACANT-LOT 2, BLOCK 2-VACANT-STREET BSTREET ADRIVETHRUTHANKYOU DRIVETHRU McDONALD'SFFE=964.00AASSSSAT20' BUILDING SETBACK5' PARKING SETBACK5' PARKING SETBACK20' BUILDING SETBACK5' PARKING SETBACK10' BUILDING SETBACK35' BUILDING SETBACK 5' PARKING SETBACK (FUTURE - BY OTHERS)(FUTURE - BY OTHERS)13777666999926'20'12'6'10'24'R3.5'R74'R50' R 1 0 'R3.5'R3.5'R3.5'R10'R20'R3.5'R3.5'R10'R1 0 'R3.5'R3' 7.3'20'34'20'10'9.94'20'20'20'10'12121212121214120'R 2 0 ' R30'R30'R20'R1.5'R20'R1.5'R30'R20'R3. 5 ' R10'R13'3ac6165914411142.33'31'191919191522229'(TYP.)9.68'9'(TYP.)9'(TYP.)24'179' ( T Y P . )9'(TYP.)9' ( T Y P . ) 9'(TYP.)434A35'BY OTHERSREFER TO LABEAUXCOMMERCIAL CENTRE PLANSBY OTHERSREFER TO LABEAUXCOMMERCIAL CENTRE PLANSBY OTHERSREFER TO LABEAUXCOMMERCIAL CENTRE PLANS107.75' 107.75'55516610101010101010102R3.5'9'NORTH0 20 40Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies between the drawings and thedigital file shall be reported to the Engineer. The building footprint, as shown on these drawings, and the digital file, shall becompared to the structural drawings prior to staking.Dimensions shown are to face of curb and exterior face of building unless noted otherwise.1.2.3.Green SpaceSITE PLAN NOTESPARKING SUMMARYSITE CONSTRUCTION NOTES123456789McDonald's pylon sign.Drive-thru signage. See Sheet C2.2.State and ADA approved accessible sign and bollard per detail C7.2/2.State and ADA approved accessible sign and bollard with "Van Accessible" sign per detail C7.2/2.State and ADA approved accessible sign and bollard with "Access Aisle / No Parking" sign per detail C7.2/2.Mobile Order pick up signage. Refer to detail C2.5/2.Concrete drive aprons and slabs. Refer to Sheet C3.1 for specifications.Concrete sidewalk. Meet and match existing sidewalk. Refer to sheet C3.1.Reserved.Bituminous pavement. Refer to Sheet C3.1 for specifications.Parking lot light. Refer to Sheet C2.7 for details.Railing. Refer to Architectural.Planting area. Refer to sheet L2.1.Trash enclosure. Refer to Architectural.Stacking distance is 120'Connection to public sidewalk.McDelivery/ Courier parking. See detail C2.5/2.Add bollard per detail C7.2/1.101112131415Total Parking Stalls Requiredsquare feet of kitchen/storage area (less 10%).Required Parking:15 spaces. 2 additional spaces shall be added for drive-through services facilities and 1 space for each 80 1 space for each 35 square feet of gross floor area of service and dining area (less 10%), but not less than 5459 ea.ea.Standard Stalls Provided Parking:Total Parking Stalls Provided(9x20)57 ea.3 ea.Accessible Stalls(9x20)The Property is Zoned B-3: PUDBuilding Setback information is as follows:Front Yard = 35 ft.Rear = 20 ft.Side (Interior) = 10 ft.Side (Street) = 20 ft.Parking Setback information is as follows:Front Yard = 5 ft.Rear = 5 ft.Side = 5 ft.Lot Coverage information is as follows:Total Site Area = 70,493 s.f. = 1.62 ac.ImperviousPerviousTotal70,49348,76521,728s.f.s.f.s.f.ImperviousProposed:TotalPerviousExisting:70,493070,493s.f.s.f.s.f.AREA SUMMARYZONING AND SETBACK SUMMARY16New or replaced directional signage is not being approved as part of this plan set with the jurisdiction.Directional signage. Install new base for directional signage as necessary. Refer to detail C2.4/1 and separate sign package.18.DIRECTIONAL SIGNAGE NOTES19100.0%69.2%30.8%100.0%0.0%100.0%1.621.120.50ac.ac.ac.1.6201.62ac.ac.ac.LEGEND17C201MCD475.DWGC2.1SITE PLAN REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®07-07-2026 CITY SUBMITTALI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalEngineer under the laws of the State of Minnesota.License Number42016DateTHOMAS O. MEYER9/17/202607-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTAL(1,256 sf service/dining area / 35 sf) + 2 spaces drive-thru + (1,518 sf kitchen/storage area/ 80 sf) = 56.864A2 ea.Drive-Thru Stalls(9x20)Agenda Page 33 EELABEAUX AVE NE (C.S.A.H. 19)S00°39'42"W 1320.33 DRIVETHRUEELABEAUX AVE NE (C.S.A.H. 19)S00°39'42"W 1320.33 LOT 1, BLOCK 1STREET BSTREET ADRIVETHRUTHANKYOU DRIVETHRU McDONALD'SFFE=964.00AASSSSATGASCOMMELEC42.33'32.81'LMNC2.21ENLARGED PLANGIKR1. 5 'R20'R20'R1.5'12'6'10'15'1.5'50°2.25'5.75' 15'1.25'35°2.25'1.25'5.75'25°1.5'15'35°35'JCBBDFEAAHH14'9' 8'NORTH0 20 40All dimensions are to face of curb unless noted otherwise on plan.Field verify and confirm existing conditions and dimensions prior to commencing construction. Notify McDonald's Project Managerof any discrepancies prior to commencing construction.See Sheet C2.1 for all other construction site dimensions.See Sheet C2.6 for striping.New concrete curb and gutter.Install new Outdoor Menu Board. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and see manufacturer forinstallation instructions.Install new Primary Lane Canopy. Locate 120' from c.l. of canopy to c.l. of cash window measured along c.l. of travel path. SeeSheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions.Secondary Lane Canopy. Locate 14'-0" from nose of concrete island. See Sheet C2.3 for foundation detail, Sheet C2.5 forschematic detail, and manufacturer for installation instructions.Install Primary Lane Detector Loop. Flip loop forward.Install Secondary Lane Detector Loop 2'-0" forward of c.l. of DT. Flip loop forward.Double Arm Gateway Sign. Center of the footing of the gateway sign shall be 18" from the back of curb unless noted otherwise onplan. See Sheet C2.3 for foundation detail, Sheet C2.5 for schematic detail, and manufacturer for installation instructions.Landscaped area.Any Lane Any Time sign. Attach sign to gateway 6' from bottom of post. See Sheet C2.5 for schematic detail and manufacturer forinstallation instructions.Primary Pre-Browse Board. Install primary pre-browse board 15' from the primary canopy, unless noted otherwise on plan, asmeasured along the face of curb of the lane. See Sheet C2.3 for foundation detail, C2.5 for schematic detail, and manufacturer forinstallation instructions.Secondary Pre-Browse Board. Install secondary pre-browse board 15' from the secondary canopy, unless noted otherwise onplan, as measured along the face of curb of the lane. See Sheet C2.3 for foundation detail, C2.5 for schematic detail, andmanufacturer for installation instructions.Install detector loops at cash and present windows. Flip loop forward.Install bollard at the corner of the building on the drive-thru side. Bollard shall be flush against the building and the face of thebollard shall be tight against the back of curb. See detail C7.2 /1.Install Pull Forward Sign & Bollard. See detail C2.5/2.Reserved.Reserved.Signage & Drive-Thru Elements:DT, drive-thru pylon/clearance pole, bollard sign, and freestanding merchandizer shall be consistent with the 2019 StandardBuilding Design drive-thru elements. Other designs may not be used.General Contractor shall coordinate with Civil plans, McDonald's Project Manager, and signage supplier to determine the exactlocation, orientation, mounting heights, and number of signs and other drive-thru elements to be installed at this site. All workshall be coordinated with other trades.Contact McDonald's Project Manager for signage & drive-thru element footing and wiring requirements. Signage manufacturer toprovide footing anchors & templates to G.C. prior to foundation pouring.See Sheet C2.5 and electrical sheets for drive-thru wiring information.General Contractor to coordinate the responsibilities of the electrical contractor and the sign supplier.General Contractor to install pre-formed, pre-wired vehicle detector loop.General Contractor shall verify conduit sizes required by vehicle loop detector supplier.Contractor to verify location of any utilities prior to installation of any foundations.1.2.3.4.5.6.7.8.GENERAL NOTESDRIVE-THRU CONSTRUCTION NOTESABDEFGHIJKLCMDRIVE-THRU LAYOUT NOTES1.2.3.4.LEGEND:VISION TRIANGLEONPC202MCD475.DWGC2.2DRIVE-THRU LAYOUT REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®NO T FO R C O N S T R U C T IO N 07-07-2026 CITY SUBMITTALI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalEngineer under the laws of the State of Minnesota.License Number42016DateTHOMAS O. MEYER9/17/202607-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTAL10 SCALEENLARGED PLAN1Agenda Page 34 C203MCD475.DWGC2.3DRIVE-THRU DETAILS NO SCALE12NO SCALE5" 10"3" MIN. COVER24"DIA.10"24"DIA.6'-0"1 1/2" MAXNO SCALE DOUBLE GATEWAY FOUNDATION3FOUNDATION - NTSODMB AND PRE-BROWSE FOUNDATIONCONNECTION DETAILS - NTSANCHOR BOLT PATTERN - NTS8"5'-0"3" COVER2'-0"DIA5"-THE FOLLOWING CODES WERE USED IN DESIGN:-IBC 2018-WIND SPEED 115 MPH (ULTIMATE)-EXPOSURE C-ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE.-MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2).-SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BEDESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS.-TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE).-ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS.-PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION.-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER-DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLECONCRETE:-ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRYDENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE.-ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION.-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-MINIMUM CONCRETE STRENGTH (f'c=3,000 PSI) SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS.-USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION.-AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION.-WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION.-FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION.-PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL.-REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS. PERFORMED BY GENERAL CONTRACTOR.-ANCHOR RODS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE.-DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS.STEEL:-THEADED ANCHOR RODS ASTM F1554 GR 36-REINFORCEMENT: ASTM A615 GRADE 60 - BY GENERAL CONTRACTOR-NUTS:ASTM A563A, HEAVY HEX-WASHERS: ASTM F844 A36-USE ASTM A153 CLASS C HOT DIPPED GALVANIZED BOLTS AND FASTENERS-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER.-NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL.-DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE.-AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION.-ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1.-REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION.-CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY.-DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS.-ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER.FOUNDATION - NTSCONNECTION DETAILS - NTS3/4"ANCHOR BOLT PATTERN - NTS8"2'-0"DIAORDER HERE CANOPYFOUNDATION - NTSCONNECTION DETAILS - NTS11"2'-0"FOUNDATION11"ANCHOR BOLT PATTERN - NTS6"2" GAP MAX2'-0" Ø9'-6" FOUNDATION DEPTH 42" EMBEDMENT3" MIN. COVERTOP OF CURBELEVATION4"SLOPE TOP TO SHED WATERUNDISTURBED SOIL(4) 3/4" DIA ANCHOR RODS2"x2"x1/4" STEEL PLATENO. 3 TIES, 12" C/C(3 IN TOP 5 INCHES) SUPPLIED BYGENERAL CONTRACTOR(6) #5 BARS (EQ.SPACED) SUPPLIED BYGENERAL CONTRACTORCONCRETE FOUNDATIONHEAVY 3/4" HEX TOP NUT(GALVANIZED), 2 PLSGALVANIZED WASHERS 2 PLS(SUPPLIED BY MFR.)HEAVY HEX LEVELINGNUT (GALVANIZED)3/4" DIA.HOT DIPPEDGALVANIZEDANCHOR RODS2"x2"x1/4" PLATEHEADED RODELECTRICAL CONDUITS FED THROUGHHOLE IN BASE PLATESLOPE TOP TO SHEDWATERSLOPE TOP TO SHEDWATERELECTRICAL CONDUITS FED THROUGHHOLE IN BASE PLATE(12) #6 VERTICALS SUPPLIED BYGENERAL CONTRACTOR#3 TIES @ 12" O.C. W/ (3) #3 TIES @ TOP5" SUPPLIED BY GENERALCONTRACTORSLOPE TOP TO SHEDWATERSLOTTED HOLE2"x2"x1/4" PLATE3/4" DIA., HOT DIPPEDGALVANIZED ANCHOR BOLTHEAVY HEX LEVELING NUT(GALVANIZED)GALVANIZED PLATEWASHERS SUPPLIED BYMANUFACTURERHEAVY HEX TOP NUT(GALVANIZED)1/2 HEIGHT LOCK NUTSLOPE TOP TO SHEDWATER2"x2"x1/4" PLATE1" DIA., HOT DIPPED GALVANIZEDANCHOR BOLTHEAVY HEX LEVELING NUT(GALVANIZED)WASHERS SUPPLIED BYMANUFACTURER (GALVANIZED)HEAVY HEX TOP NUT(GALVANIZED)1/2 HEIGHT LOCK NUT(GALVANIZED)SLOPE TOP TO SHEDWATERELECTRICAL CONDUITS FED THROUGHHOLE IN BASE PLATE#3 TIES @ 12" O.C. W/(3) #3 TIES@ TOP 5". SUPPLIED BYGENERAL CONTRACTOR(12) #6 VERTICALS SUPPLIEDBY GENERAL CONTRACTORSLOPE TOP TO SHEDWATERGENERAL FOUNDATION NOTES3"4"40" EMBEDMENT FINISHED GRADESLOPE TOP TO SHED WATER34" EMBEDMENT 5" 3" 4"FINISHED GRADECONCRETE FOUNDATIONUNDISTURBEDSOILCONCRETE FOUNDATION5" 3" 4" REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475 NO T FO R C O N S T R U C T IO N 07-07-2026 CITY SUBMITTAL 07-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTALAgenda Page 35 C204MCD475.DWGC2.4DRIVE-THRU DETAILSTYPICAL LIGHT POLE FOUNDATION DETAILS2NO SCALETYPICAL DIRECTIONAL SIGN FOUNDATION & CONNECTION DETAILS1NO SCALEFOUNDATION - NTSCONNECTION DETAILS - NTS5"24"DIA.5"ANCHOR BOLT PATTERN - NTS4"1" MAX16" EMBEDMENT3" MIN. COVER24"5'-0" FOUNDATION DEPTH MIN.AADESIGN CRITERIA:AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS,FIFTH EDITION, 2009FOUNDATION DESIGN PARAMETERS:1. MAXIMUM LIGHT POLE BASE REACTIONS: BASE MOMENT = 16,845 lbs-ft BASE SHEAR = 978 lbs2. MAXIMUM WIND SPEED (3 SECOND GUST) = 120MPH (155MPH FACTORED)3. MINIMUM REQUIRED SOIL PARAMETERS: COHESIVE SOILS:- SHEAR STRENGTH = 750 lbs/ft²- 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOILCOHESIONLESS SOILS:- ANGLE OF INTERNAL FRICTION = 27 DEGREES- WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE FOUNDATION- 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL4. THE SOILS REPORT SHALL BE REVIEWED BY THE ENGINEER OF RECORD TO CONFIRM THAT THEMINIMUM SOIL PARAMETERS ARE MET OR EXCEEDED BEFORE THIS DESIGN IS USED. IF THEMINIMUM SOIL PARAMETERS ARE NOT MET, THIS DESIGN SHALL NOT BE USED.5. THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM BASE REACTIONS AND DESIGN WINDSPEED FOR THE LIGHT POLE TO BE INSTALLED TO DETERMINE IF THE FOUNDATION'S MAXIMUMDESIGN LOADS HAVE NOT BEEN EXCEEDED. THIS FOUNDATION DESIGN SHALL NOT BE USED IFTHE MAXIMUM DESIGN LOADS OR WIND SPEED HAVE BEEN EXCEEDED.6. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH ARE CLOSER THAN 8ftFROM A RETAINING WALL.7. THIS FOUNDATION DESIGN SHALL NOT BE USED AT LOCATIONS WHERE THE GROUND SLOPEEXCEEDS 4 INCHES PER FOOT.GENERAL NOTES:1. CONCRETE COMPRESSIVE STRENGTH (f'c) SHALL BE A MINIMUM OF 3000psi2. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55, HOT DIP GALVANIZED PER ASTM F23293. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, SUPPLIED BY GENERAL CONTRACTOR4. NUTS SHALL BE HEAVY HEX ASTM A563 GRADE DH, HOT DIP GALVANIZED PER ASTM A1535. PLATE SHALL BE ASTM A572 GRADE 50, HOT DIP GALVANIZED PER ASTM A1536. LOCK NUT SHALL BE HOT DIP GALVANIZED PER ASTM A1531'-6"CIRCULAR TIE DETAIL - NTSANCHOR BOLT - NTS42" MINIMUM POLE BASE - PLAN VIEW - NTS2'-0"3" CLEAR TYP.VIEW AA - NTS2'-0"5'-0"3" CLEAR TYP.10'-0" 3'-0" PROJECTION 3" CLEAR TYP.4"3"2" 34" MIN. EMBEDMENT 9'-0" #4 CIRCULAR TIES @ 12" O.C.POLE BASE AT FOUNDATION - NTS2"3" CLEAR TYP.1-1/2"1-1/2"1-1/2"1-1/2" CLEAR TYP.6"1" MIN./2" MAX.EXTEND TO FROST DEPTH 1/2" DIA., HOT DIPPEDGALVANIZED ANCHOR BOLTS2"x2"x1/4" PLATE1/2 HEIGHT LOCK NUT(GALVANIZED)HEAVY 3/4" HEX TOPNUT (GALVANIZED)PLATE WASHERS SUPPLIED BYMANUFACTURER (GALVANIZED)HEAVY HEX LEVELINGNUT (GALVANIZED)SLOPE TOP TO SHEDWATER(6) #6 VERTICALS SUPPLIED BYGENERAL CONTRACTOR#3 TIES @ 12" O.C. W/ (3) #3 TIES@ TOP 5" SUPPLIED BYGENERAL CONTRACTORSLOPE TOP TO SHEDWATERELECTRICAL CONDUITS FED THROUGHHOLE IN BASE PLATE#4 CIRCULAR TIE(8) #5 VERTICALREINFORCING BAR(2) 1" PVC CONDUIT CHASESINSTALLED ON A 10-1/2" DIA. BOLTCIRCLE(4) 1" DIA. ANCHOR BOLTINSTALLED ON A 10-1/2" DIA. BOLTCIRCLELIGHT POLE(8) 9'-7 1/2" #5 VERTICAL REINFORCINGBAR SUPPLIED BY GENERALCONTRACTOR(2) 1" DIA. PVC CONDUIT(4) 1" DIA. ANCHOR BOLT#4 CIRCULAR TIES SUPPLIEDBY GENERAL CONTRACTORSEE LIGHT POLE BASE ONTOP OF FOUNDATION DETAILLOCK NUTSTRUCTURAL NUTLEVELING NUTPLATE WASHER (PER LIGHT POLEMANUFACTURER)1" DIA. ANCHOR BOLT2"X2"X3/8" PLATE WASHERWITH 1-1/16" DIA. HOLE TO BEEMBEDDED IN FOUNDATIONBOTTOM NUT FOR 1" DIA.ANCHOR BOLTLOCK NUTLOCK NUTSTRUCTURAL NUTPLATE WASHER (PER LIGHT POLE MANUFACTURER)LIGHT POLE BASE PLATEPLATE WASHER (PER LIGHT POLE MANUFACTURERLEVELING NUTSLOPE TOP OF FOUNDATION 1/4" PERFOOT TO SHED WATER#4 CIRCULAR TIEWITH A 21" (MIN) LAP SPLICE-THE FOLLOWING CODES WERE USED IN DESIGN:-IBC 2018-WIND SPEED 115 MPH (ULTIMATE)-EXPOSURE C-ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE.-MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2).-SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BEDESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS.-TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM GRADE).-ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICAL REQUIREMENTS.-PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION.-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER-DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLECONCRETE:-ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRYDENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE.-ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION.-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-MINIMUM CONCRETE STRENGTH (f'c=3,000 PSI) SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS.-USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION.-AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION.-WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION.-FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION.-PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL.-REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS. PERFORMED BY GENERAL CONTRACTOR.-ANCHOR RODS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE.-DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATIONS.STEEL:-THEADED ANCHOR RODS ASTM F1554 GR 36-REINFORCEMENT: ASTM A615 GRADE 60 - BY GENERAL CONTRACTOR-NUTS:ASTM A563A, HEAVY HEX-WASHERS: ASTM F844 A36-USE ASTM A153 CLASS C HOT DIPPED GALVANIZED BOLTS AND FASTENERS-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER.-NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'S APPROVAL.-DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE.-AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION.-ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED IN ACCORDANCE WITH AWS D1.1.-REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONAL INFORMATION.-CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY.-DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS.-ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER.GENERAL FOUNDATION NOTES5"SLOPE TOP TO SHED WATERUNDISTURBED SOIL3" 4"FINISHED GRADECONCRETE FOUNDATION REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475 NO T FO R C O N S T R U C T IO N 07-07-2026 CITY SUBMITTAL 07-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTALAgenda Page 36 C205MCD475.DWGC2.5DRIVE-THRU DETAILS CANOPY SCHEMATIC DETAIL1NO SCALEPULL FORWARD OR MOBILE ORDERPICK UP SIGNS WITH BOLLARD2NO SCALE3NO SCALE48"18"24" 30"7"47" 7'-0"14"PER PLAN6"DRIVE-THRU WIRING DETAILPRIMARYPRE-BROWSEBOARDPRIMARYCANOPYSECONDARYCANOPYPR I M A R Y L A N E SE C O N D A R Y L A N E OUTSIDE INSIDE PBPBPANEL CP (IG)PANEL LPBUILDINGCAAKey Notes:2#12 & 1#12 gnd., 3/4" conduit to lp-1 for DT canopy lighting4#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to menuboards and mediaplayers.2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to canopies. Each canopyshall be on its own separate circuit.2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to menuboards & mediaplayers.2#12 & 1#12 gnd. & 1#12 isolated gnd., 3/4" conduit to cp for isolated ground power to pre-browse boards andmedia players.(2) 1-1/2" conduitone for canopy cablingone for loop detector2" conduit - for cat6 data cables1-1/2" conduit - for cat6 data cables1" conduit - for cat6 data cablesGeneral Notes:1. Verify exact circuits and quantities of circuits with panelschedules on drawing E4.2 and manufacturer'sinstallation instructions.2. Per manufacturer's installation instructions seperatededicated neutrals are required to menuboard andpre-browse board for each circuit (plc and lighting).3. If any bends are required, sweeps must be provided inconduits.4. For existing locations, verify existing cp panel hasampacity and sufficient spares/spaces for two (2) new20a/1p circuits. Upgrade cp panel to 42 circuits innecessary.5. Verify existing pullboxes are sized for new conduitrouting. Modify pullboxes if necessary.6. Data and power cannot be located in same conduit.They must be separated.Sketch created from electrical OPO update (E-OPO) dated Sept, 2012C U R B & G U T T E R ABCDEFGCEHDFFBNote: This drawing is shown for schematic purposes only.See manufacturer for installation instructions4NO SCALEDOUBLE GATEWAY SCHEMATIC DETAIL15'-0"6'-0"SECONDARYPRE-BROWSEBOARDHIEGIINote: This drawing is shown for schematic purposes only. See manufacturer for installation instructions3.39'3'2.41'(11.10') (10.91' MIN.)0.77'7.87'0.92'0.32'TOP VIEWPULLBOX FOR CONTROLLERVERIFY EXACT LOCATION IN FIELDPULLBOX ATCASHIERS WINDOWPRIMARYMENU BOARDSECONDARYMENU BOARDSIGNAGE AVAILABLE THROUGH APPROVEDVENDORS:PERSONA INC. SIGNAGE:(800) 843-9888EVERBRITE, LLC:(888) 558-3888SUPERIOR ELECTRICAL ADVERTISING, INC:(800) 995-90991.5" DIAMETER GALVANIZED STEEL POLESTEEL POLE CEMENTED INTO BOLLARD CENTERFILL PIPE W/GROUT OR CONCRETE4" DIA STEEL PIPE EMBEDDED IN CONCRETEBOLLARD COVER SHALL MATCH BUILDINGBASE/SERVICE DOOR COLOR1/2" SEALED EXPANSION JOINTCASE #2: GRASSFINISHED GRADE SHALL BE 3" BELOW TOP OFFOUNDATION, SLOPE TOP OF FOUNDATION TO SHEDWATERCENTER OF BOLLARD SHALL BE LOCATED 24" FROMFACE OF CURB OR EDGE OF TURNED DOWN WALK,CENTERED ON PULL FORWARD STRIPINGCLASS "A" CONCRETE FOUNDATION CENTEREDON BOLLARDCASE #1: CONCRETE WALK ORPAVING (SEE OTHER DETAILS)DIGITAL PRE-BROWSE BOARD SCHEMATIC DETAIL5NO SCALEDIGITAL MENU BOARD SCHEMATIC DETAIL6NO SCALE2'-5 1/4"5'-11 1/2"4"-1 3/4"4'-10"1'-9 3/4"Note: This drawing is shown for schematic purposes only.See manufacturer for installation instructionsNote: This drawing is shown for schematic purposes only.See manufacturer for installation instructions5'-11 1/2"4"-1 3/4"1'-9 3/4" REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475 NO T FO R C O N S T R U C T IO N 07-07-2026 CITY SUBMITTAL 07-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTALAgenda Page 37 PARCEL 1PID: 101500013200DRIVETHRUPARCEL 1PID: 101500013200LOT 1, BLOCK 1LOT 2, BLOCK 1-VACANT-LOT 2, BLOCK 2-VACANT-STREET BSTREET ADRIVETHRUTHANKYOU DRIVETHRU McDONALD'SFFE=964.00AASSSSAT(FUTURE - BY OTHERS)(FUTURE - BY OTHERS)JJJJJJLO(TYP.)HHHHHHEEEEEEDHDEEEDAAAGFCI(TYP.)I(TYP.)MMMMKKKGGENORTH0 20 40C206MCD475.DWGC2.6STRIPING 1.2.3.4.GENERAL NOTESSTRIPING NOTESABDEFGHIJKLCMField verify and confirm existing conditions and dimensions prior to commencing construction. Notify McDonald's AreaConstruction Manager of any discrepancies prior to commencing construction.See Sheet C2.1 for all radius dimensions.See Sheet C2.2 for drive-thru construction.All pavement stencils must be purchased from the following authorized provider.Pavement Stencil CompanyP.O. Box 18034Roanoke, VA 24014ph 800-250-5547 fax 540-427-1326PavementStencil.net6" wide painted stripe. PMS 123, Yellow.Reserved.6" wide painted Merge Point. PMS 123, Yellow. See General Note 4.Painted drive thru graphic. See Detail 1. See General Note 4.Painted drive thru graphic. See Detail 2. See General Note 4.Painted drive thru graphic. See Detail 3. See General Note 4.8" wide, 10' long painted Pull Forward Stripe. PMS 123, Yellow.Painted Site Circulation Arrow. See Detail 4. See General Note 4.4" wide customer parking striping. White.Striped area to be painted with 4" lines at 18" o.c., at 45 degrees to path of travel, White.Painted Handicap Symbol, typ. White. See Detail C7.2/3.2' x 5' painted crosswalk striping at 4' o.c. White.4" wide reserved drive-thru parking stall striping. PMS 123, Yellow.Reserved.Painted graphic. See Detail 6. See General Note 4.Reserved.Note: Arrows and words can be arranged in other combinations than thoseillustrated here to achieve desired result.EXITONLYNote: All text shall be painted Yellow (PMS 123)Note: All text and arrow shall be painted Yellow (PMS 123)2'-5" 3'-6"6'-0"2'-10"5-3/4"5-3/4"2'-10"3'-6" 2'-5"NO SCALEPAINTED 'DRIVE THRU' WITH ARROW1NO SCALEPAINTED ARROW2Note: Arrow shall be painted Yellow (PMS 123)NO SCALEPAINTED 'THANK YOU'3NO SCALETYPICAL PAVEMENT MARKING42'-10"2'-10"5-3/4"6'-8"5'3'3'3'5'5'3' 18"PAINT SOLID WHITE2'18"18"4'NO SCALEPAINTED 'NO PARKING'5NOPARKING1' 1'Note: Text shall be painted White6" CLEARNONO SCALEPAINTED MOBILE ORDER SYMBOL64'-5"P REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®NO T FO R C O N S T R U C T IO N 07-07-2026 CITY SUBMITTALI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalEngineer under the laws of the State of Minnesota.License Number42016DateTHOMAS O. MEYER9/17/202607-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTALAgenda Page 38 EEPARCEL 1PID: 101500013200DRIVETHRUEEPARCEL 1PID: 101500013200STUB END - 3PROVIDE COMPOSITEUTILITY ID POSTINV: 954.48SAN MH 648" (DIA)RIM: 962.33INV S: 954.08INV W: 954.08INV N: 954.03955960LOT 1, BLOCK 1LOT 2, BLOCK 2-VACANT-STREET BSTREET ADRIVETHRUTHANKYOU DRIVETHRU McDONALD'SFFE=964.00AASSSSATAMH: 21.0AMH: 21.0AMH: 21.0AMH: 21.0AMH: 21.0AMH: 21.0AMH: 21.0AB2@180MH: 21.00.00.00.10.10.10.10.30.30.20.20.30.30.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.00.00.10.10.10.10.10.10.10.10.10.10.10.00.00.01.42.95.25.44.64.34.65.55.23.12.22.74.76.46.05.05.06.12.03.86.06.04.91.63.15.15.55.45.35.35.45.03.32.32.84.76.46.16.16.06.16.14.02.11.62.13.86.16.16.06.34.62.21.01.11.83.14.34.44.03.93.84.14.13.02.22.74.35.44.94.54.55.05.13.72.11.62.03.55.04.94.44.44.75.13.92.00.91.62.43.23.83.63.02.82.72.93.02.52.12.43.54.13.83.73.63.94.03.22.41.92.02.83.43.33.13.13.13.32.81.70.82.93.63.93.93.22.42.01.81.92.01.91.82.02.73.64.23.93.83.94.04.03.62.41.81.92.01.91.85.15.95.54.43.01.91.31.21.21.31.31.41.62.23.75.45.45.74.82.81.71.41.21.15.67.16.01.50.90.80.70.80.81.01.21.93.34.85.44.22.61.61.21.11.11.14.66.85.42.72.82.11.61.51.71.81.91.84.26.55.23.41.02.02.83.53.93.84.06.55.22.51.72.23.65.16.15.95.26.75.72.31.62.13.55.06.25.85.26.15.51.61.52.13.34.66.14.53.03.63.63.51.51.61.62.23.44.76.14.41.41.82.12.73.43.52.82.82.82.93.02.51.81.41.62.22.42.22.12.02.22.32.32.02.53.65.06.35.50.71.01.42.44.05.04.54.03.94.44.63.42.01.52.03.13.93.73.43.43.73.93.32.52.63.95.46.45.81.22.34.46.15.85.75.65.75.94.02.11.62.13.95.55.24.84.85.25.54.22.72.53.34.14.64.31.12.34.66.66.66.06.66.52.21.62.34.26.46.46.26.26.46.64.62.72.12.12.10.71.53.13.62.83.34.01.61.31.93.85.45.03.83.85.15.64.12.31.41.11.00.10.10.20.30.71.11.21.52.11.71.31.31.00.70.71.11.91.61.41.71.40.90.60.40.30.20.10.10.10.20.30.60.80.90.60.50.60.60.40.40.30.20.20.30.40.60.60.60.70.70.50.20.10.10.10.20.30.40.50.50.40.30.20.20.10.10.20.30.40.50.60.50.30.20.20.20.20.30.40.60.00.60.40.30.20.10.10.00.10.10.30.40.50.81.32.12.12.12.72.21.92.01.60.80.40.30.20.1LABEAUX AVE NE (C.S.A.H. 19)Luminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionLum. WattsEPAMtg HeightPole Type7ASingle0.850VP-2-320L-210-5K7-4W-UNV-A-PSS213.90.55521SES-18-40-1-TA-GL-xx (4")1AB2@180Back-Back0.850VP-2-320L-210-5K7-4W-BC-UNV-A-PSS213.91.11021SES-18-40-1-TA-GL-xx (4")Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinCenterline of StIlluminanceFc0.080.30.0N.A.N.A.Paved Surface AreaIlluminanceFc3.507.10.75.0010.14PropertylineIlluminanceFc0.642.70.0N.A.N.A.NORTH0 20 40C207MCD475.DWGC2.7PHOTOMETRICS REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®NO T FO R C O N S T R U C T IO N 07-07-2026 CITY SUBMITTAL 07-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTALAgenda Page 39 >>>>>>>>>>>>>>>>>>>>>>>>EE9579589599609 6 1 9 6 2 956957958958958959960961962963961 962 963LABEAUX AVE NE (C.S.A.H. 19)PARCEL 1PID: 101500013200DRIVETHRU>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EE9579589599609 6 1 9 6 2 956957958958958959960961962963961 962 963LABEAUX AVE NE (C.S.A.H. 19)PARCEL 1PID: 101500013200>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>963964962961962 961961962962962962 963 952953954955956957958959960961962962962962 961 9 6 2 962962 9629619619 6 2 963962 962961 9 6 2962961962 962963963LOT 1, BLOCK 1LOT 2, BLOCK 2-VACANT-STREET BSTREET ADRIVETHRUTHANKYOU DRIVETHRU McDONALD'SFFE=964.00AASSSSAT>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>GRADE BREAK GRADEBREAKGRADEBREAK GRADE BREAK G R A D E BR E A KGRADEBREAK>>>>>>(FUTURE - BY OTHERS)>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>61.23(61.78)(62.12)61.3961.5161.8961.7561.6961.7361.8162.3662.2062.1762.1962.7562.6362.6662.9163.00BC62.9963.0562.9662.5762.9262.6963.90BC63.92BC64.0063.9263.7863.83BC63.7261.1761.1561.1361.0360.7861.3661.5561.5261.3260.9762.6462.8162.8862.9562.23(61.36)61.5362.1162.2462.6262.5262.6863.4763.6763.6762.7863.92BC63.6764.0064.0063.9264.0064.0063.3863.3863.3862.451.3%1.6%1.8% 3.7%63.0463.0263.0663.0463.0263.152.3%0.3%61.3861.3461.9961.88BC61.92BC62.6562.6162.6662.7062.2962.3462.6962.8362.0361.5261.9061.8661.5961.6361.7562.2162.0562.0261.9361.8863.3363.3363.4763.3863.3363.0062.9862.34BC61.864.4%62.7262.4362.05(61.13)63.6763.3763.87BC63.88BC63.8863.022.7%3.4%3.3%2.0% 4.8%3.6%3.5%3.0%2.8%1.7%2.1%2.0%1.9%2.4%1.8%62.4862.3462.2862.4062.4262.6062.42BC61.922.0%0.5%0.3%961 962 9629 6 2 962 962962 963963962962 962962(62.87)(62.92)222222262712.4'2710'61.7562.25BC62.1062.60BC63.02BC63.53BC2817'2814.5'96223a23a23a23a23a23a23b23b23b23b23e23c23c23c23c23d23d23d262618181822222222C7.11SILTFENCEC7.11SILTFENCEC7.12ROCKCONSTRUCTIONENTRANCEC7.12ROCKCONSTRUCTIONENTRANCE283'283'C7.110B612 CURB& GUTTERC7.110B612 CURB& GUTTERC7.1113" HIGH CURBAT DRIVE-THRUC7.110B612 CURB& GUTTERC7.110B612 CURB& GUTTERC7.110B612 CURB& GUTTERC7.110B612 CURB& GUTTERC7.110B612 CURB& GUTTERC7.112RIBBONCURB1.0% 1.0%FROM OTHERSREFER TO LABEAUXCOMMERCIAL CENTRE PLANSFROM OTHERSREFER TO LABEAUXCOMMERCIAL CENTRE PLANSFROM OTHERSREFER TO LABEAUXCOMMERCIAL CENTRE PLANS283'283'63.8961.9362.11C7.11SILTFENCEC7.11SILTFENCE1 . 7%23aC3.11ENLARGEDPLAN1.6%AA>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>64.001.5%1.7%1.7%1.7%63.3863.3863.0463.88BC63.40BC25252526286.5'286.5'23c23d1818C7.25ACCESSIBLE WALKW/ CURB AT BUILDING63.3863.387.3%63.40BC63.88BC63.3863.3864.0063.5063.94BC64.007.5%63.5063.82BCNORTH0 20 40C301MCD475.DWGC3.1GRADING, DRAINAGE, PAVING, & EROSION CONTORL Contact utility service providers for field location of services 72 hours prior to beginning grading.Remove topsoil from grading areas and stockpile sufficient quantity for reuse. Materials may be mined from landscape areas for useon site and replaced with excess organic material with prior owner approval.Remove surface and ground water from excavations. Provide initial lifts of stable foundation material if exposed soils are wet andunstable.Refer to Structural Specifications for earthwork requirements for building pads.An independent testing firm shall verify the removal of organic and unsuitable soils, soil correction, and compaction and provideperiodic reports to the Owner.Place and compact fill using lift thicknesses matched to soil type and compaction equipment to obtain specified compactionthroughout the lift.Compact cohesive soils in paved areas to 95% of maximum dry density, Standard Proctor (ASTM D698) except the top 3 feet whichshall be compacted to 100%. Compact to 98% density where fill depth exceeds 10 feet. The soils shall be within 3% of optimummoisture content. In granular soils all portions of the embankment shall be compacted to not less than 95% of modified proctordensity (ASTM D1557).Coordinate with architectural for building stoop locations. Slopes shown on adjacent walks and pavement should continue overstoops. Slopes shall not exceed 2.00%.Refer to Geotechnical report for additional grading requirements.11.12.13.14.15.16.17.19.Perimeter sediment controls shall be installed and inspected prior to beginning work. Maintain for duration of construction. Removecontrols after areas contributing run off are permanently stabilized and dispose of off site.Install inlet protection: Wimco RD or CG models as appropriate, or approved equal. Maintain protection until project is stabilized.Limit soil disturbance to the grading limits shown. Schedule operations to minimize length of exposure of disturbed areas.Management practices shown are the minimum requirement. Install and maintain additional controls as work proceeds to preventerosion and control sediment carried by wind or water.Refer to SWPPP Notes on Sheet C3.2 for additional requirements.Reserved.All exposed soil areas must be stabilized within 72 hours of completion of work in each area. (-or if within 1 mile of impaired wateruse the following note instead-) All exposed soils areas shall be stabilized immediately to limit soil erosion in that portion of the sitewhere construction has temporarily or permanently ceased.Seed, Sod, Mulch and Fertilizer shall meet the following specifications, as modified.ItemSpecification NumberSodMNDOT 3878SeedMNDOT 3876MN Type 21-111 @ 100 lbs/ac - Temporary Erosion Control, May 1 - Jul 31MN Type 21-112 @ 100 lbs/ac - Temporary Erosion Control, Aug 1 - Oct 31MulchMNDOT 3882(MNDOT Type 1 @ 2 ton/ac, Disc anchored)FertilizerMNDOT 3881General PlacementMNDOT 2575See Landscape sheets for permanent turf and landscape establishment.Scrape adjacent streets clean daily and sweep clean weekly.1.3.4.5.6.7.8.9.10.Spot elevations at curblines indicate flowlines unless noted otherwise. See Sheet C4.1 for rim elevations of catch basins.Grades between proposed spot elevations shall be continuous and non-variable. Spot elevations shall govern over contour lines.Meet and match existing curb. Transition as needed.Paving sections (Refer to Geotechnical report by UES dated 12/4/2026)a. Bituminous paving (Light Duty)1.5-inch Bituminous Wear (MNDOT 2360, SPWEA340b)Tack Coat (MNDOT 2357)2-inch Bituminous Base (MNDOT 2360 SPNWB330b)10-inch Aggregate Base (MNDOT 3138, Class 5)b. Bituminous paving (Heavy Duty)2-inch Bituminous Wear (MNDOT 2360, SPWEA340b)Tack Coat (MNDOT 2357)2-inch Bituminous Base (MNDOT 2360 SPNWB330b)12-inch Aggregate Base (MNDOT 3138, Class 5)c. Concrete Walkways4-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301)4-inch Aggregate Base (MNDOT 3138, Class 5)Compacted SubsoilJointing to be designed and installed by Contractord. Concrete Drives, Aprons, and Exterior Slabs7-inch Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301)7-inch Aggregate Base (MNDOT 3138, Class 5)Compacted Subsoile. Trash Enclosure Apron8-inch Reinforced Concrete, 4,000 psi, 5%-8% air entrained, max. 4" slump (MNDOT 2301) w/ #5 bars @ 18" o.c.each way6-inch Aggregate Base (MNDOT 3138, Class 5)Compacted SubsoilExtend a min. Of 20' from Trash Enclosure slabConcrete JointsJointing to be designed and installed by contractor. Install joints across sidewalks, curbs and pavements, paying attention tospacing of expansion joints. Joint spacing shall be as follows:a. Tooled Joints: divide panels into nominally equal areas.b. Expansion Joints: sidewalks - 40 feet max.; curbs - 60 feet max.; pavement: 80 feet max.;and adjacent to building foundations and stoops.c. Contraction Joints: sidewalks - 8 to 10 feet; curbs and aprons - 12 to 15 feet.Accessible parking stalls and adjacent access aisles shall not exceed a 2.00% slope in any direction. These areas of the site havebeen designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements.If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately.Accessible routes shall have a maximum cross slope of 2.00% and a maximum running slope of 5.00%. These areas of the site havebeen designed to meet the requirements of the Americans with Disabilities Act (ADA). Contractor will be held to these requirements.If a discrepancy is discovered between the plans and the field, the Contractor shall notify the Engineer immediately.Transition from 3" high curb to 6" concrete curb.Transition from 6" concrete curb to ribbon curb.Adjust structure rims to match new pavement elevations.GRADING NOTESPAVING NOTESEROSION PREVENTION AND SEDIMENT CONTROL NOTESLEGEND2223252620.21.24.2729.: Inlet Protection: Tip Out Curb: Silt Fence: Vehicle Tracking PadESTIMATED QUANTITY6 ea.2 ea.480 ft.SYMBOLDESCRIPTION: Compost Or Bio Log25 ft.))))))))))))))))282GENERAL NOTESFor Construction Staking or Surveying services contact Landform at 612-252-9070.1. REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®NO T FO R C O N S T R U C T IO N 07-07-2026 CITY SUBMITTALI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalEngineer under the laws of the State of Minnesota.License Number42016DateTHOMAS O. MEYER9/17/202607-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTALSITE ADA LEGENDContractor shall follow all requirements of the 2010 ADA Standards for Accessible Design. Contractor to notify engineer immediatelyif proposed design cannot be constructed in accordance with these requirements.:ADA parking stalls and access aisles slopes shall not exceed 2.08% in anydirection. Spot elevations on plan shall govern.:ADA accessible route. Maximum cross slope shall not exceed 2.08%. Maximumrunning slope shall not exceed 5.00%. Maximum slope at any change ofdirection shall not exceed 2.08%. Spot elevations on plan shall govern.:ADA pedestrian curb ramp. Maximum cross slope shall not exceed 2.00%.Maximum running slope shall not exceed 8.3%. Side flares shall not exceed10.0%. Spot elevations on plan shall govern.1810 SCALEENLARGED PLAN1Agenda Page 40 REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®NO T FO R C O N S T R U C T IO N 07-07-2026 CITY SUBMITTALI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalEngineer under the laws of the State of Minnesota.License Number42016DateTHOMAS O. MEYER9/17/202607-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTAL C302MCD475.DWGC3.2SWPPP STORMWATER POLLUTION PREVENTION MANAGEMENT MEASURESEROSION PREVENTION AND SEDIMENT CONTROLSITE EVALUATION / ASSESSMENT / PLANNINGOperator must develop pollution prevention management measures, implement good housekeeping BMPs, must follow allapplicable federal, state, and local building codes, Occupational Safety and Health Act (OSHA), and the general conditionsand general requirements of the construction contract.The Operator shall minimize the exposure to stormwater of any of the products, material, or wastes stored on site that may washdownstream or contaminate stormwater.Building products that have the potential to leach pollutants must be under cover.Chemicals and landscape materials shall be under cover to prevent the discharge of pollutants.Operator to track progress of the following items on site maps: portable toilets, material storage areas, vehicle and equipment fuelingand maintenance areas, concrete washouts, paint and stucco washouts, dumpsters or other trash and debris containers, spill kits,stockpiles, any other non-structural non-storm water management BMPs, any temporarily removed structural BMPs, any changes tothe structural BMPs.Solid waste: collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolitiondebris and other wastes must be disposed of properly and must comply with MPCA disposal requirements.Hazardous waste: oil, gasoline, paint and any hazardous substances must be properly stored in sealed containers to prevent spills,leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal ofhazardous waste or materials must be in compliance with Minn. R. Ch. 7045 including secondary containment as applicable.Portable toilets must be positioned so that they are secure and will not be tipped or knocked over.Concrete and other washout waste: operator must provide effective containment for all liquid and solid wastes generated by washoutoperations. The liquid and solid wastes must not contact the ground, and the containment must be designed so that it does not resultin runoff from the washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCArules. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposalof concrete and other washout wastes.External vehicle washing: external washing of trucks and other construction vehicles must be limited to a defined area of the site.Runoff must be contained and waste properly disposed of. No engine degreasing is allowed on site.Operator shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any area wherethey will be loaded or unloaded as detailed in the Permit.INSPECTIONS AND MAINTENANCE1.2.3.4.5.6.7.8.9.10.11.See Grading, Drainage, Paving and Erosion Control sheets for the location and type of temporary erosion prevention and sedimentcontrol BMPs. See Grading and Drainage, Utility, and Landscape sheets for the location and type of permanent erosion preventionand sediment control BMPs.Minimize Disturbed Areas and Protect Natural Features and SoilAppropriate construction practices (e.g. construction phasing, vegetative buffer strips, horizontal slope grading) shall be used tominimize erosion.Areas not to be disturbed (buffers, infiltration basins, etc.) shall be protected with construction or silt fence before work begins.Operator shall develop methods to minimize soil compaction outside of building pads, pavement areas and utility trenches and shalluse tracked equipment wherever practicable.Topsoil shall be salvaged and reused to the extent practicable.Phase Construction ActivityOperator must not disturb more land than can be effectively inspected and maintained.Sediment control practices shall be established on all down gradient perimeters before any upgradient land disturbing activities begin.These practices shall remain in place until final stabilization has been established in accordance with the Permit.The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing orgrubbing, or passage of vehicles. Any short-term activity must be completed as quickly as possible and the sediment controlpractices shall be installed immediately after the activity is completed. However, sediment control practices shall be installed beforethe next precipitation event even if the activity is not complete.Control Stormwater Flowing onto and Through the ProjectThe normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of theconstruction site, or diverts water around the site, shall be stabilized within 200 lineal feet from the property edge, or from the point ofdischarge into any surface water.Stabilization of the last 200 lineal feet shall be completed within 24 hours after connecting to a surface water.Stabilization of the remaining portions of any temporary or permanent ditches or swales shall be complete within 14 days afterconnecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased.Temporary or permanent ditches or swales that are being used as a sediment containment system (with properly designed rock ditchchecks, bio rolls, silt dikes etc.) do not need to be stabilized. These areas shall be stabilized within 24 hours after no longer beingused as a sediment containment system.Stabilize SoilsAll exposed soil areas, including stockpiles, must be stabilized.Stabilization must be started immediately to limit soil erosion when the construction activity in that portion of the site has temporarilyor permanently ceased and will not resume for 14 calendar days. Stabilization must be complete within 14 days of cessation ofconstruction activity.Temporary soil stockpiles shall have silt fence or other effective sediment controls, and cannot be placed in surface waters, includingstorm water conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater.Temporary stockpiles without significant silt, clay or organic components (e.g. clean aggregate stockpiles, demolition concretestockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces, are exempt from thisrequirement.Perimeter sediment control measures must be in place prior to the placement of any stockpiles.Any erosion control netting shall be "wildlife friendly" and of a natural type that can decompose and shall have non-welded moveablejoints.Any sediment control device made of soil must be stabilized within 24 hours.Protect SlopesOperator shall avoid work on slopes with a grade of 3:1 or greater when practicable. Grading on slopes with a grade of 3:1 or steeperwill require techniques such as phasing and stabilization practices designed for steep slopes(e.g. slope draining and terracing).Protect Storm Drain InletsAll storm drain inlets shall be protected by appropriate BMPs during construction until all sources with potential for discharging to theinlet have been stabilized. Inlet protection may be temporarily removed if a specific safety concern has been identified.Provide Energy Dissipation at all Pipe Outlets within 24 HoursAfter connection to a surface water or permanent stormwater treatment system.Establish Perimeter Controls and Sediment BarriersPrior to disturbing soils on a project site, establish sediment control BMPs on all down-gradient perimeters and where site dischargesto public waters.Retain Sediment On-site and Control Dewatering PracticesDischarge shall not cause nuisance conditions, erosion in receiving channels, adversely affect receiving water or impact wetlands, ordownstream properties. Discharge points shall be adequately protected from erosion and scour by accepted energy dissipationmeasures.Discharge water containing oil or grease shall be treated to remove oil or grease prior to discharge to surface waters.Refer to Permit requirements for temporary or permanent sediment basins.Discharge shall be photographed at the beginning of discharge and at least every 24 hours afterward, while discharge is occurring.If nuisance conditions result from dewatering, dewatering shall be stopped until nuisance condition can be remedied.Establish Stabilized Construction ExitsVehicle tracking pads shall be established as shown on the Grading, Drainage, Paving and Erosion Control sheet(s) to minimizetracking of sediment from the construction site onto adjacent streets.Infiltration Basin ProtectionOperator must not excavate infiltration systems to final grade or within three (3) feet of final grade until the contributing drainage areahas been constructed and fully stabilized unless rigorous erosion prevention and sediment controls have been installed.When excavating an infiltration system to within three (3) feet of final grade, operator shall mark off and protect the area from heavyconstruction equipment to prevent compaction of soils.Dewatering and Basin DrainingPermittees must discharge turbid or sediment-laden waters related to dewatering or basin draining to a temporary or permanentsediment basin. Discharges must not cause erosion or scour near the discharge points.Remove Sediment from Surface WatersAll sediment deposits and deltas must be removed from surface waters, including drainage ways, catch basins, and other drainagesystems, and the removal areas restabilized within seven (7) days.1.2.3.4.5.6.7.8.9.10.11.12.13.14.Permittees must ensure that a trained person will inspect the entire construction site at least once every seven (7) days during activeconstruction and within 24 hours after a rainfall event greater than 0.5-inches in 24 hours.Records of inspections shall include all maintenance activities and must be recorded within 24 hours of the inspection and retainedwith the SWPPP.Inspections shall include stabilized areas, erosion prevention and sediment control BMPs. Additionally, areas adjacent to the projectshall be inspected.Surface waters on or adjacent to the site must be inspected for evidence of erosion or sediment deposition.Permittees must record all inspection and maintenance activities within 24 hours of being conducted as detailed in the Permit.Inspection Records content shall include:A. Date and time of inspections;B. Name of persons conduction inspections;C. Findings of inspections, including specific locations where corrective actions are needed;D. Corrective actions taken including dates, times, and the party taking the corrective action;E. Dates of all rainfall events greater than 1/2 inch in 24 hours (refer to Permit for measurement requirements);F. Any discovered discharge must be recorded, including photographs, descriptions of discharge (color, odor, settled orsuspended solids, oil sheen, or other obvious indicators of pollution), and specific location of discharge location;G. Any amendments to the Permit as a result of inspections must be documented within seven calendar days as described in thePermitH. All photographs of dewatering activities and documentation of nuisance conditions resulting from dewatering.BMP Maintenance:A. Nonfunctional BMPs must be repaired or replaced by the end of the next business day after discovery unless a different timeframe is indicated.B. Follow the designer's or manufacturer's recommended maintenance procedures for all BMPs.C. Remove sediment from BMPs when the depth of sediment has reached 1/2 the height of the BMP and properly dispose ofsediment into controlled areas to prevent soil from returning to the BMP during subsequent rain events.D. Remove sediment from paved roadways within one calendar day of discovery.E. Remove sediment from around BMPs protecting storm drain inlets.F. Surface waters with evidence of sediment deposition must be stabilized and sediment removed within seven calendar daysof discovery, or as stated by the Permit.G. Ensure that construction support activities, including borrow areas, waste areas, contractor work areas, and material storageareas and dedicated concrete and asphalt batch plants are cleaned and maintained.H. Replace damaged BMPs that no longer operate effectively.Add BMPs as needed during construction to minimize erosion and prevent sediment from leaving the site.Any basin that has the water quality volume reduced by half shall be drained and have the sediment removed within 72 hours ofdiscovery.Any temporaty or permanent sediment basin that has the water quality volume reduced by half shall be drained and have thesediment removed within 72 hours of discovery.1.2.3.4.5.6.7.8.RECORD KEEPING / RECORD RETENTIONThe SWPPP (original or copies), including all changes to it, and inspections and maintenance records, shall be kept at the site duringconstruction by the Owner / Operator who has operational control of that portion of the site. The SWPPP can be kept in either thefield office or in an on site vehicle during normal working hours.All Owners(s) must keep the SWPPP, along with the following additional records, on file for three (3) years after submittal of theNotice of Termination (NOT). This does not include any records after submittal of the NOT.The following is a list of records that shall be kept at the project site available for inspectors to review:·Copy of the SWPPP, with any modifications;·Inspection and maintenance records;·Permanent operation and maintenance agreements;·Calculations for the design of temporary and permanent stormwater management systems;·Any other permits required for the project;·Records of all inspection and maintenance conducted during construction; and·All permanent operation and maintenance agreements that have been implemented, including all right-of-way, contracts,covenants and other binding requirements regarding perpetual maintenance1.2.3.LOG OF CHANGES TO THE SWPPP / AMENDMENTSThe Owner / Operator(s) must amend the SWPPP within seven (7) days to include additional requirements, such asadditional or modified BMPs, designs to correct problems identified during inspections, or address situations as detailedin the Permit.1.FINAL STABILIZATIONThe Owner / Operator(s) must ensure final stabilization of the site. Final stabilization includes:A. Ensuring all areas have permanent cover.B. Vegetative areas must have perennial cover with a density of 70% of expected final growth.1.POST CONSTRUCTION / PERMANENT BMPSPost construction BMPs have been designed and constructed by others as part of the Labeaux Commercial Center Development.1.TERMINATION OF COVERAGEOwner / Operator(s) wishing to terminate coverage under the Permit must submit a Notice of Termination (NOT) to theMPCA. Compliance with the Permit is required until a NOT is submitted. Refer to the Permit for details. Conditions forsubmitting a NOT include:A. Site must have achieved final stabilization (refer to section above).B. The permanent stormwater treatment and conveyance systems must be clean and all accumulated sediment removed.C. All temporary synthetic erosion prevention and sediment control BMPs must be removed from the site and disposed ofproperly.1.The Operator shall have primary responsibility and significant authority for the development, implementation, maintenance, inspectionand amendments to the approved SWPPP. Duties include but are not limited to:·Ensuring full compliance with the SWPPP and the Permit·Implementing all elements of the SWPPP, including but not limited to:··Implementing prompt and effective erosion and sediment control measures··Implementing all non-storm water management, and good housekeeping BMPs ensuring that no materials other thanStorm water are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems,etc.·Conducting routine inspections and maintenance·Ensuring elimination of all unauthorized discharges·Coordinating to ensure all of the necessary corrections / repairs are made immediately, and that the project complies with theSWPPP, the Permit, and approved plans at all times.1.SWPPP CONTACT AND TRAINING INFORMATIONOwner:McDonald's USA, LLCattn: Josh Gatewood110 N. Carpenter St.Chicago, IL 60607Phone# (913) 547-9367Operator:To Be Determined. Contact Owner until Contractor Is Selected.Long Term Maintenance And Operation:To Be Determined. Contact Owner until Contractor Is Selected.SWPPP Designer:Tom Meyer, P.E.Landform Professional Services105 South Fifth Avenue, Suite 513Minneapolis, MN 55401612-252-9070tmeyer@landform.netCertification: U of MN, Design of Construction SWPPP, Exp. May 31, 2028SWPPP Inspector / Manager:To Be Determined. Contact Owner until Contractor And SWPPP Inspector / Manager is selected.BMP Installation And Repair:To Be Determined. Contact Owner until BMP Installer And Maintainer is selected.1.2.3.4.5.6.WATERS WITHIN ONE MILE OF SITE1 MILESCHEDULE OF BMP INSTALLATION AND CONSTRUCTION ACTIVITYInstall perimeter sediment control BMPs prior to start of other site work. Refer to Grading, Drainage, Paving and Erosion Controlsheet(s) for initial locations of BMPs.Perform work in phases to minimize disturbed area at any one time. Operator to develop phasing plan prior to start of work. Openwork areas should be limited to those that can be managed and inspected within required time frames.Strip topsoil from areas to be disturbed and stockpile with perimeter sediment control BMPs. Provide stabilization if stockpile is leftlonger than 14 days.Rough grade site.Install utilities.Install small utilities (gas, electric, communications).Final grade pavement areas and compact subgrade.Lay down pavement aggregate and compact.Install curb and gutter. Backfill after a minimum of three days and provide a minimum of two rolls of sod at the back of curb.Construct building / addition and site features.Construct site walks and patios.Provide final stabilization.Remove temporary BMPs and dispose of properly.1.2.3.4.5.6.7.8.9.10.11.12.13.DESCRIPTION OF CONSTRUCTION ACTIVITYConstruction activity includes erosion and sediment control BMPs installation, clearing and grubbing, site grading, utility installation,building construction, paving, and landscaping.1.MN SPECIAL (PROHIBITED, RESTRICTED, OTHER) & IMPAIRED WATERS1.NPDES PERMIT AND SWPPP COMPONENTSThe current Minnesota Construction Stormwater General Permit (Permit) dated August 1, 2023 is referenced in thisdocument as the Permit.The SWPPP includes the following components:·Construction Documents prepared by Landform·Stormwater Management Study prepared by Design Tree Engineering & Land Surveying·Maintenance Plan for permanent stormwater BMPs·Geotechnical Report prepared by Braun IntertecAll components must be kept onsite, or electronically available onsite, by the Operator during regular work hours. TheOperator shall contact Civil Engineer if they do not have all of the above documents.1.TEMPORARY SEDIMENTATION BASIN(S)This project does not have more than five (5) disturbed acres draining to a common location, therefore a temporary sediment basin isnot required. Refer to sheet(s) C3.1 for further information.Temporary sediment basins shall provide treatment to runoff before it leaves the construction site or enters surface waters. Thecontractor shall comply with the following requirements:A. Sedimentation basins must provide live storage of runoff resulting from the 2-year 24-hour rainfall event from each acredrained to the basin, with a minimum of 1,800 c.f./acre live storage volume. (Where no calculation has been performed, eachbasin shall provide at least 3,600 c.f./acre live storage.) Sedimentation basins must include a stabilized emergency overflowto prevent basin integrity failure.B. Discharge from temporary sedimentation basins will be withdrawn from the surface in order to minimize the discharge ofpollutants.Discharge from basin draining shall not adversely affect the receiving water or downstream properties. Contractor will visually checkto ensure adequate treatment has been obtained and that nuisance conditions will not result from the discharge.Any discharge observed to be occurring during the inspection shall be recorded, described, and photographed.If any proposed temporary BMPs are not working as intended refer to the "Stormwater Compliance Assistance Toolkit for SmallConstruction Operators", MPCA, 2017 for additional information. Operator shall contact the SWPPP Designer for additionalrequirements and information.1.2.3.4.5.SITE INFORMATIONSite location: Latitude: 45.2305, Longitude: -93.6637Disturbed area = 1.80 ac.Pre-construction impervious area within disturbed area = 0.0 ac.Post-construction impervious area within disturbed area = 1.12 ac.Net change in impervious area within disturbed area = 1.12 ac.Erosion prevention and sediment control quantities are on sheets C3.1.Post construction stormwater management is provided by an offsite regional pond designed and constructed by others as part of theLabeaux Commercial Center Development.SURFACE WATER BUFFERS50 foot buffers from Surface Waters have been maintained.1.School Lake is impaired based on the current USEPA 303(d) clean water act list; is within 1 mile of this site; and does not dischargeto it. Impairments are for Nutrients.A. TMDLs have not been established for this impaired waterB. This site will meet these TMDLs using the following methods: Site BMPs.Hunters Lake is impaired based on the current USEPA 303(d) clean water act list; is within 1 mile of this site; and does not dischargeto it. Impairments are for Nutrients.A. TMDLs have not been established for this impaired waterB. This site will meet these TMDLs using the following methods: Site BMPs.DRINKING WATER SUPPLY MANAGEMENT AREA1. The site is within a Drinking Water Supply Management Area (DWSMA).A. The DWSMA encompassing the site exhibits moderate vulnerability.A.A. The site is within a Wellhead Protection Area (WHPA) with fractured flow or karst conditions with less than 50' ofunfractured geologic cover, therefore infiltration is not allowed.Agenda Page 41 UTVUTVUTVUTVUTVUTVUTVUTVUTVUTVUTVFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEI I I I I I I I I I I I I I I I I I I I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EELABEAUX AVE NE (C.S.A.H. 19)PARCEL 1PID: 101500013200HIGHWAY EASEMENTDOCUMENT NO. A 1052885HIGHWAY EASEMENTDOCUMENT NO. A 1052884 DRIVETHRU>>>>>>>>>>>>>>>>>>>>>>>>>>>>UTVUTVUTVUTVUTVUTVUTVUTVUTVUTVUTVFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEI I I I I I I I I I I I I I I I I I I I I >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EELABEAUX AVE NE (C.S.A.H. 19)PARCEL 1PID: 101500013200HIGHWAY EASEMENTDOCUMENT NO. A 1052885HIGHWAY EASEMENTDOCUMENT NO. A 1052884 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I I I I I I I >>>>IIIIIIIIIIIIIIIIIIIII>>>>>>>>>II>>>>I I I I I I II>>>>>>>>>>>>>>>>>STUB END - 3PROVIDE COMPOSITEUTILITY ID POSTINV: 954.48SAN MH 648" (DIA)RIM: 962.33INV S: 954.08INV W: 954.08INV N: 954.03955960LOT 1, BLOCK 1LOT 2, BLOCK 1-VACANT-LOT 2, BLOCK 2-VACANT-STREET BSTREET ADRIVETHRUTHANKYOU DRIVETHRU McDONALD'SFFE=964.00AASSSSAT>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>IIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>GASCOMMELECIIIIIIIIII3/4" WTR>>>>>>>>IRR IRR IRRIIIIIIIIII6" WTR6" FIRE 2" WTR (FUTURE - BY OTHERS)(FUTURE - BY OTHERS)>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>100' - 6" PVC @ 1.00%SSWR STUB-1INL (W): 954.48CLEANOUT-3INL (W): 956.35INL (N): 956.35INV: 956.35PER DETAIL C7.1/551' - 6" PVC@ 1.00%WYE-4INL (W): 956.85INL (N): 956.85INV: 956.85CLEANOUT-5INV: 956.85PER DETAIL C7.1/545' - 4" PVC @ 2.1 0 %SSWR SERVICE-4AINV: 957.7916' - 4" PVC@ 2.10%SSWR SERVICE-3DINV: 957.52INLET-3CINL (N): 957.19OUTLET-3BINV: 956.9428' - 4" PVC@ 2.10%CB-103ARIM: 961.17INV: 957.9548" DIAR-3067PER DETAIL C7.1/879' - 12" PVC Pipe @ 0.5%WYE-103INL (W):957.56INL (N):957.81INV: 957.5676' - 12" PVC Pipe @ 0.5%CB-102RIM: 961.35INL (W): 957.18INV: 957.1848" DIAR-3067PER DETAIL C7.1/816 1 ' - 1 4 " P V C @ 0 . 7 %CB-101RIM: 960.61INL (SW): 956.13INL (NW): 956.13INV: 955.7348" DIAR-3067PER DETAIL C7.1/834' - 18 " RCP@ 0 .5%92' - 12" PVC Pipe @ 0.1%CB-101ARIM: 960.80INV: 956.2148" DIAR-3067PER DETAIL C7.1/8CB-111RIM: 961.71INL (S): 957.13INV: 956.7248" DIAR-3067PER DETAIL C7.1/843' - 12" PVC Pipe@ 0.5%CONN-110INV (SW): 956.5187' - 6" PVC @ 1.00%CLEANOUT-2INL (W): 955.48INV: 955.48PER DETAIL C7.1/529' - 6" PVC Pipe @ 0.5%BEND-112AINL (E):957.48INV: 957.488' - 6" PVC Pipe@ 0.5%AD-112BRIM: 963.99INV: 957.5212"X12"ZURN Z610PER DETAIL C7.1/911' - 6" PVC Pipe@ 2.1%WYE-105INL (N):959.38INL (NE):959.38INV: 959.383' - 6" PVC Pipe@ 2.1%2' - 6" PVC Pipe@ 2.1%RD-106INV: 959.41BEND-105AINL (N):959.44INV: 959.444' - 6" PVC Pipe@ 2.1%AD-105BRIM: 963.67INV: 959.5212"X12"ZURN Z610PER DETAIL C7.1/9201313161714136" FIRESERVICECONNECT TO EXISTING 6"WATER STUB1818181818214522CONN-100INV (W): 955.5622BY OTHERSREFER TO LABEAUXCOMMERCIAL CENTRE PLANSBY OTHERSREFER TO LABEAUXCOMMERCIAL CENTRE PLANSBY OTHERSREFER TO LABEAUXCOMMERCIAL CENTRE PLANS32" CURBSTOP & BOX(2) 45° BENDS6" G.V.& BOX2" DOMESTICSERVICE18WYE-104INL (N):959.15INL (W):959.15INV: 959.1512' - 6" PVC Pipe@ 2.1%WYE-104AINL (W):959.41INL (N):959.41INV: 959.4114' - 6" PVC Pipe@ 2.1%AD-104DRIM: 963.50INV: 959.7012"X12"ZURN Z610PER DETAIL C7.1/934' - 6" PVC Pipe @ 2.1%BEND-104BINL (N):960.13INV: 960.135' - 6" PVC Pipe@ 2.1%AD-104CRIM: 963.99INV: 960.2312"X12"ZURN Z610PER DETAIL C7.1/964' - 6" PVC Pipe @ 2.1% 41' - 6" PVC Pipe @ 0.5%WYE-112INL (S):957.34INL (SE):957.34INV: 957.3415' - 6" PVC Pipe@ 0.5%WYE-113INL (SE):957.41INL (S):957.41INV: 957.419' - 6" PVC Pipe@ 0.5%9' - 6" PVC Pipe@ 0.5%BEND-114INL (S):957.46INV: 957.465' - 6" PVC Pipe@ 0.5%AD-113ARIM: 963.99INV: 957.4612"X12"ZURN Z610PER DETAIL C7.1/9AD-115RIM: 963.99INV: 957.4912"X12"ZURN Z610PER DETAIL C7.1/9333CONNECT TO EXISTING 6"SANITARY SEWER STUB3NORTH0 20 40C401MCD475.DWGC4.1UTILITIES Pipe MaterialsWatermainC900 PVC (AWWA C900) or DIP Class 52 (ANSI A2151/AWWA C151)Water ServiceCopper Type K (ASTM B88)Sanitary Sewer Service PVC Schedule 40 (ASTM: D1785, D2665, F794, & F1866)Grease Trap Service PVC Schedule 40 (ASTM: D1785, D2665, F794, & F1866)Storm SewerPVC Schedule 40 (ASTM: D1785, D2665, F794, & F1866)RCP 12"-18" Class 5 (ASTM C76)Contact Utility Service providers for field location of services 72 hours prior to beginning.Contractor to field verify location and elevation of all utility points of connection prior to construction of any proposed utilities.Contractor to notify Engineer immediately if there is any discrepancy.Coordinate with private utilities to provide electric, natural gas, and communications services to building.Provide means and measures to protect adjacent property from damage during utility installation.Pipe lengths shown are from center of structure to center of structure or end of flared end section.Adjust structures to final grade where disturbed. Comply with requirements of utility. Meet requirements for traffic loading in pavedareas.Install tracer wire with all non-conductive utilities.Contact City of Albertville Public Works for inspection of all utility work and standards.Maintain 7.5 feet of cover on water.Deflect water to maintain 18-inch minimum outside separation at sewer crossings as necessary. Center pipe lengths to providegreatest spearation between joints.Contact City of Albertville Public Works for flushing and pressure test inpsections.Irrigation sleeve to be 4-inch Schedule 80 PVC in drive aisles, buried 24-inches below grade. Extend sleeves 3 feet beyond the edgeof pavement. Mark each end of sleeve with 3/4-inch rebar 12 inches below finish grade. (Coordinate with Irrigation Contractor.)The primary electric feed, transformer, and meter are provided and installed by Xcel Energy. The transformer pad design is providedby the Utility and construction is by the Contractor. Contact Utility for pad detail. The secondary electric and conduits shall be installedby the Electrical Contractor.Coordinate with Electrical Contractor to provide conduits as necessary for Site Lighting. Provide 3/4-inch PVC conduit for all parskinglot lights and 1-1/2 inch PVC conduit for road signs. See Electrical Site / Site Lighting Plan for additional information.CenterPoint Energy will furnish and install gas service piping from the mainline to the meter. Gas service from the metere shall beinstalled by the Mechanical Contractor.Coordinate with CenturyLink to provide telephone service. Contractor to provide and install a 4-inch PVC conduit with pull string,sweeping bends only (no 90 degree bends), from property line to the building.Coordinate with Mechanical, Plumbing, and Electrical drawings for locations of service connection and continuation of services withbuilding.Provide conduits for cable television and other electronic communication.Refer to Plumbing plans for exterior grease interceptor detail. The tank and top slab must be designed to handle all loadings includingtraffic and soil to prevent structural collapse. The tank must be protected from freezing and must comply with all local and state code.Contractor to pothole all utility crossings prior to construction of new utilities to verify depths of existing lines. Contact EngineerImmediately if any conflicts are discovered. All utility connections shall be sequenced from the down stream side of the system.All joints and connections in the storm sewer system shall be gas-tight or water-tight. Approved resilient rubber joints must be used tomake water-tight connections to manholes, catch basins, and other structures. Refer to Labeaux commercial Centre plans forcontinuation of storm sewer system.All portions of the Storm Sewer System, located within 10-feet of the Building or Water Service Line must be tested in accordancewith Minnesota Rules, Part 4714.The water distribution system shall be disinfected per Minnesota Rules, Part 4714.1.2.3.4.5.6.7.8.9.10.11.12.15.19.21.23.24.UTILITY NOTES141617181320UTILITY CROSSINGS1Sanitary sewer service - bottom of pipe = 957.24Water service - top of pipe = 955.02clearance = 2.22 ft.Sanitary sewer service - bottom of pipe = 956.60Water service - top of pipe = 955.10clearance = 1.50 ft.Storm sewer - bottom of pipe = 956.39Water service - top of pipe = 954.59clearance = 1.80 ft.Storm sewer - bottom of pipe = 956.90Sanitary sewer service - top of pipe = 956.44clearance = 0.46 ft.Storm sewer - bottom of pipe = 956.80Water service - top of pipe = 954.80clearance = 2.0 ft.234GENERAL NOTESFor Construction Staking or Surveying services contact Landform at 612-252-9070.1. REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®07-07-2026 CITY SUBMITTALI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalEngineer under the laws of the State of Minnesota.License Number42016DateTHOMAS O. MEYER9/17/202607-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTAL225Agenda Page 42 REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®07-07-2026 CITY SUBMITTALI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalEngineer under the laws of the State of Minnesota.License Number42016DateTHOMAS O. MEYER9/17/202607-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTAL C701MCD475.DWGC7.1CIVIL CONSTRUCTION DETAILS NO SCALESILT FENCE1NO SCALEROCK CONSTRUCTION ENTRANCE2SLOPEVARIESMI N 7"3"10"M A X MI N 2" M A XMAINTAIN BY REMOVING SEDIMENT AND REPLACING DAMAGED LOGS UNTILTURF IS ESTABLISHED. REMOVE AFTER PERMANENT STABILIZATION ISCOMPLETE.NO SCALETEMPORARY COMPOST/BIO LOG345dCOMPOST / BIO LOG8" MIN. DIAMETER1"X1" WOOD STAKES MAX. 4 FT. SPACINGNO SCALEPVC STORM SEWER TRENCH6NO SCALEPVC SANITARY SEWER TRENCH4NO SCALESANITARY SEWER CLEANOUT5NO SCALERC PIPE BEDDING73113 1/2"NO SCALEB612 CONCRETE CURB AND GUTTER10CONSTRUCT WITH REVERSE SLOPE GUTTERWHERE THE PAVEMENT SLOPES AWAY FROMCURB. GUTTER GRADE TO MATCH PAVEMENTGRADE (FORMS MAY BE TILTED).DIMENSIONS TO FACE OF CURBON PLANS ARE TO THIS LINE6" AGGREGATEBASE6"7"6"8"12"6"%6.012" RAD.3" RAD.3"RAD.DIMENSIONS TO FACE OF CURB ONPLANS ARE TO THIS LINESLOPE PERPLAN3"18"12"NO SCALE3" HIGH CURB AT DRIVE-THRU11BUILDING WALLFFE1" RAD.CONCRETE APRON SECTIONAGGREGATE BASECOMPACTED SUBGRADE1"12"8"6"NO SCALE12" CONCRETE RIBBON CURB12CONSTRUCT WITH REVERSE SLOPEGUTTER. GUTTER GRADE TO MATCHPAVEMENT GRADE.12" RAD.3" RAD.6"7-1/4"1/4"3" RAD.7"6" AGGREGATE BASEDIMENSIONS TO FACE OF CURBON PLANS ARE TO THIS LINENO SCALEZURN AREA DRAIN9PI P E D I A .VARIESVARIABLE 1'-4"NO SCALESTORM SEWER CATCH BASIN MANHOLE8NOTES:1. ALL JOINTS IN MANHOLE TO HAVE "O"RING RUBBER GASKETS.2. MANHOLE STEPS NEENAH R198IJ OREQUAL, 16" O.C. ALUMINUM STEPSAPPROVED.3. ALL INLETS SHALL HAVE WATER-TIGHTCONNECTIONS.SECTION A-AAAPLANCASTING AS NOTED ON PLANDRILLED OR PREFORMED HOLES REQUIREDFOR SUBDRAIN CONNECTIONS TO MINIMIZESTRUCTURE DAMAGE.PRECAST REINFORCED CONCRETE SLAB6" FOR 48" DIA. STRUCTURE8" FOR 54" - 96" DIA.12" FOR 108" - 120" DIA.PRECAST CONCRETE MANHOLE SECTIONSGROUT INVERTMINIMUM OF 2, MAXIMUM OF 4 CONCRETEADJUSTING RINGS. WRAP ALL JOINTSBETWEEN THE RINGS, CASTING, ANDMANHOLE WITH A WATER-TIGHT WRAP.FULL BED OF MORTAR BETWEEN, ANDA 6" COLLAR ON THE OUTSIDE OF RINGSAgenda Page 43 REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®07-07-2026 CITY SUBMITTALI hereby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed ProfessionalEngineer under the laws of the State of Minnesota.License Number42016DateTHOMAS O. MEYER9/17/202607-08-2026 PLUMBING SUBMITTAL 09-17-2026 CITY SUBMITTAL C701MCD475.DWGC7.2CIVIL CONSTRUCTION DETAILS ROUND PIPE BOLLARD AND COVERFOOTING12"18" DIA.48" 48"McDONALD'SNOTE:FOR BOLLARD COVER CONTACTPUGLEASA COMPANY INC.1253 CONNELLY AVENUEARDEN HILLS. MN 55112ATTN: AL SHEPARDSONTELE: 651-636-6442FAX: 651-636-0995NO SCALE1CONCRETE CROWN6" DIA. STEEL PIPE BOLLARD, SCHD.40, CONCRETE FILLEDBOLLARD COVER SHALL MATCHBUILDING BASE / SERVICE DOOR COLOR1/2" EXPANSION JOINTSEE PLANS FOR SURFACECONDITION36" 6" 24" 48"FOOTINGROUND BOLLARD W/ ACCESSIBLE SIGNAGEMCDONALD'S (MINNESOTA)NOTE:BOLLARD COVER SHALL MATCHBUILDING BASE/ SERVICE DOORCOLOR.CONTACT:PUGLEASA COMPANY INC.1253 CONNELLY AVENUEARDEN HILLS. MN 55112ATTN: AL SHEPARDSONTELE: (651)636-6442FAX: (651)636-0995NO SCALE236"CONCRETECURB18" DIA.NOTE:SIGN SHALL MEET THE REQUIREMENTS OFMN MUTCD R7-8m AND R7-8bP60" MIN. & 66" MAX. FROM PARKING SURFACE TO BOTTOM OF SIGNAGE PARKINGVEHICLE IDREQUIREDVAN ACCESSIBLENO PARKINGACCESS AISLEWHERE APPLICABLEATTACH SIGN(S) TO POSTWITH APPROPRIATE STAINLESSSTEEL BOLTS, WASHERS & NUTS.(TYP. AT TOP AND BOTTOM OF SIGN)2"x2" GALVANIZED SIGN STOCKPRIMED AND PAINTED. SET INCONCRETE CENTERED IN BOLLARD.6" ROUND STEEL PIPE, SCHEDULE 40,BOLLARD. CONCRETE FILLED WITH CROWNEXPANSION JOINTSIDEWALKPERPLANUPT TO $200 FINEFOR VIOLATIONSIGN FACE ATPARKING STALLSIGN FACE ATACCESS AISLEPROVIDE PAINTED SYMBOL ATEACH DESIGNATED ACCESSIBLEPARKING STALL.CENTER SYMBOL IN STALL NEARDRIVE AISLE.NO SCALEINTERNATIONAL SYMBOL OF ACCESS367.5 d 2'2'2'10" DIAMETER5dALL LINES 5" WIDENO SCALERESERVED.4NO SCALEACCESSIBLE WALKWITH CURB AT BUILDING56" CONCRETE CURBBEYOND0.5'6' MIN.VARIES - SEE PLAN6' MIN.AABBSLOPE DOWNSLOPE DOWNCONCRETE CURBWITH 3" RADIUSFFEBUILDING WALLPAVEMENTPER PLAN (6" TYP.)6"RIBBON CURBFACE OF CURB AT BUILDINGBUILDING WALLGUTTER EDGE AT PAVEMENT1.5% TYP. 2% MAX.SECTION VIEW A-ASECTION VIEW B-BPLAN VIEWLANDINGAgenda Page 44 SYMBOLCODEQTYBOTANICAL / COMMON NAMEMATURE SIZEPLANTING SIZEROOT CONDITIONDECIDUOUS TREESMARJ 4Malus x `Red Jewel` / Red Jewel Crabapple15`H x 10`W2.0" CAL.B & BSHRUBSJUFO116Juniperus chinensis `Sea Green` / Sea Green Juniper4`H x 5`W3' HT.POTPHMS18Philadelphus x `Miniature Snowflake` / Miniature Snowflake Mockorange3`H x 3`W2` HT.POTSPBT 9Spiraea betulifolia `Tor` / Birchleaf Spirea3`H x 3`W2` HT.POTTHOJ8Thuja occidentalis `Bail John` / Technito Arborvitae6`H x 2.5`W3' HT.POTGRASSESCAKF9Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass4`H x 2`W2 GAL.POTPERENNIALSNEPA 4Nepeta racemosa `Walker`s Low` / Walkers Low Catmint3`H x 3`W3 GAL.POTUTVUTVUTVUTVUTVUTVUTVUTVUTVFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEI I I I I I I I I I I I I I I I>>>>EEDOCUMENT NO. A 1052HIGHWAY EASEMENTDOCUMENT NO. A 1052884 DRIVETHRU>>>>>>>>>>>>>>>>>>>>>>>>>>>>UTVUTVUTVUTVUTVUTVUTVUTVUTVFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEI I I I I I I I I I I I I I I I>>>>EEDOCUMENT NO. A 1052HIGHWAY EASEMENTDOCUMENT NO. A 1052884 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIII>>>>I I I I I 955LOT 1, BLOCK 1LOT 2, BLOCK 2-VACANT-STREET BSTREET ADRIVETHRUTHANKYOU DRIVETHRU McDONALD'SFFE=964.00AASSSSAT>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>IIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>GASCOMMELECIIIIIIIIII3/4" WTR>>>>>>>>IRR IRR IRRIIIIIIIIII6" WTR6" FIRE2" WTR>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>(1) MARJ(8) THOJ(5) CAKF(6) SPBT(3) SPBT(4) PHMS(2) PHMS(4) CAKF(2) NEPA(4) PHMS(2) NEPA(4) PHMS(1) MARJ(2) MARJ(4) PHMS(33) JUFO(81) JUFO79PROPOSEDPYLON SIGN10(TYP)10(TYP)10(TYP)10(TYP)(TYP)(TYP)L2.11DECIDUOUS TREEPLANTING (TYP)L2.13PERENNIALPLANTING (TYP)79(TYP)(TYP)9(TYP)79(TYP)(TYP)L2.12SHRUBPLANTING (TYP)9(TYP)8(TYP)8(TYP)79(TYP)(TYP)NORTH0 20 40L201MCD475.DWGL2.1LANDSCAPE PLAN Contact utility service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. For discrepancy between the number ofplants on the schedule and the number shown on the drawing, the drawing shall govern.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Respread stockpiled topsoil to a minimum depth of 4 inches, import additional topsoil as needed to make up any shortfall. Sod all turf areas disturbed by construction.Place plants according to layout with proper nominal spacing.All shrub beds shall be edged with 6-inch black vinyl edging (black diamond or approved equal) except where adjacent to curbing, walks or buildings. Refer to Detail 4 on Sheet L7.1.Install a 4-foot diameter triple-shredded hardwood mulch dish around trees not placed within a Shrub or Perennial Planting Bed. Edging is not required.One and a half (1 1/2") inch river rock mulch over weed barrier fabric (to a depth of three (3") inches).Import off site topsoil for all sod areas. Spread topsoil to a minimum depth of (4) inches over all proposed sod areas. Coordinate with grading contractor to ensure final design grades are met.Automatic irrigation system to be used to irrigate entire McDonald's property, Irrigation Contractor to submit shop drawing to Landscape Architect prior to installation.LANDSCAPE NOTES1.2.3.4.5.6.11.City Of Albertville, MN City Code:Minimum (1) shade tree per lot.Minimum (16) ornamental trees or shrubs per street side.LANDSCAPE REQUIREMENTSSUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLMOUNDED SUBGRADESCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTINGCUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL. CUTAND ROLL BACK BURLAP1/3 (MIN.) FROM TOP OF ROOTBALL.CUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF ROOTBALL2" X 2" X 24" WOOD STAKE SET AT ANGLEPLANTING SOILEDGE CONDITION VARIESINSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEMGIRDLING. REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED ANDTO BE UTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THEGUARANTEE PERIOD.FLAGGING - ONE PER WIREDOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)TREE TO BE PLANTED WITH ROOT FLARE EVEN, WITH SOIL LINE ORFIRST MAJOR BRANCHING ROOTONE INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAYBE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TOMAINTAIN APPROPRIATE DEPTH. KEEP MULCH CLEAR OF ROOTFLARE.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)TREE WRAP TO FIRST BRANCH8'-0" STEEL STAKEON THE SIDE OFPREVAILING WINDMOUNDED SUBGRADESCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING.PLACE PLANT AS SHOWN ON PLANEXISTING SUBGRADEREFER TO LANDSCAPE PLAN FORGROUNDCOVER OUTSIDE SHRUB BEDFINISHED GRADEIF ROOTS ARE PRESENT AROUND THE EDGES OF ROOTBALL,UNCOIL OR CUT AS MANY AS POSSIBLE WITHOUTDESTROYING SOIL MASS.TOP OF ROOT MASSTO BE LEVEL WITHFINISHED GRADEPLANTING SOILFOUR INCHES (4") MAX. SHREDDED HARDWOOD BARK MULCH: DENOTES AREA TO BE SODDEDPLANTING SCHEDULEDECIDUOUS TREE PLANTINGNO SCALE1SHRUB PLANTINGNO SCALE2PERENNIAL PLANTINGNO SCALE312"6"MIN.EXISTING SUBGRADEPERENNIAL(SEE PLANS AND LANDSCAPE NOTES)CREATE SAUCER AROUND PLANTWITH PLANTING SOILSCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING.THOROUGHLY TILLED AND LOOSENED PLANTINGBED SOIL. PLANTING BED SHALL EXTEND AMINIMUM OF TWELVE (12") INCHES BEYOND PLANTSIF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY AS POSSIBLEWITHOUT DESTROYING SOIL MASS.BACKFILL WITH PLANTING SOILEDGINGMULCHMULCHEDGING REVIEWED BY DRAWN BY STATE NUMBER McDONALD'S USA, LLC.REV REVISION HISTORY SHEET NAME PROTO. ISSUED DATE REVIEWED NATIONAL NUMBER DATE DATE ISSUED THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF McDONALD'S CORPORATION AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED. CITYSHEET NO. STREET ADDRESS STATE COUNTY CERTIFICATIONPROJECT NO.FILE NAME:LANDFORMc 2026 09-17-2026 06-22-2026 TOM AKA 022-076145247 WRIGHT MN 5446 LABEAUX AVENUE NE ALBERTVILLE MCD25475105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.net Landform and Site to Finish are registered service marks of Landform Professional Services, LLC.®®NO T FO R C O N S T R U C T IO N 07-07-2026 CITY SUBMITTAL 9/17/202607-08-2026 PLUMBING SUBMITTALI hereby certify that this plan was prepared by me,or under my direct supervision, and that I am a dulyLicensed Landscape Architect under the laws of thestate of MINNESOTA.License Number44803DateJoshua K. Popehn09-17-2026 CITY SUBMITTAL7910LEGEND: DENOTES ROCK MULCH AREA8Agenda Page 45 EEPARCEL 1PID: 101500013200S00°39'42"W 1320.33 DRIVETHRUEEPARCEL 1PID: 101500013200S00°39'42"W 1320.33 LOT 1, BLOCK 1LOT 2, BLOCK 2-VACANT-STREET BSTREET ADRIVETHRUTHANKYOUDRIVETHRU McDONALD'SFFE=964.00AASSSSAT20' BUILDING SETBACK5' PARKING SETBACK5' PARKING SETBACK20' BUILDING SETBACK5' PARKING SETBACK10' BUILDING SETBACK35' BUILDING SETBACK 5' PARKING SETBACK Pumper Fire Truck40822Pumper Fire TruckOverall Length40.000ftOverall Width8.167ftOverall Body Height7.745ftMin Body Ground Clearance0.656ftTrack Width8.167ftLock-to-lock time5.00sMax Wheel Angle45.00°Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC.Truck Turning ExhibitMcDONALD'S • Albertville, MNCity Submittal • 07.16.2026LEGENDNORTH030Agenda Page 46 EEPARCEL 1PID: 101500013200S00°39'42"W 1320.33 DRIVETHRUEEPARCEL 1PID: 101500013200S00°39'42"W 1320.33 LOT 1, BLOCK 1LOT 2, BLOCK 2-VACANT-STREET BSTREET ADRIVETHRUTHANKYOUDRIVETHRU McDONALD'SFFE=964.00AASSSSAT20' BUILDING SETBACK5' PARKING SETBACK5' PARKING SETBACK20' BUILDING SETBACK5' PARKING SETBACK10' BUILDING SETBACK35' BUILDING SETBACK 5' PARKING SETBACK Landform® and Site to Finish® are registered service marks of Landform Professional Services, LLC.Snow Storage ExhibitMcDONALD'S • Albertville, MNCity Submittal • 07.16.2026Potential Snow Storage AreaLEGENDNORTH030Agenda Page 47 VICINITY MAP NTS #45247 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN 55301 SIGN PROGRAM BOOK Customer: Location:Prepared By: Date:File Name:Revision: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN 07/14/26 1 CTM This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Project No.:Request No.:533693 93405 Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.com Tel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 48 COURIER PARKING SIGN (QTY 2)CP MOBILE ORDER SIGN (QTY 6)MO MO MO MO MO MO MO PF PF CP CP HS GWD MB MB WA WALL ARCH (QTY 3) MOB MOBILE ORDER BLADE SIGN MOB MDB MCDELIVERY BLADE SIGN MDB WM 24’’ WORDMARK (QTY 2) PF PULL FORWARD SIGN (QTY 3) D DIRECTIONAL (QTY 4) MS MONUMENT SIGN N MB MENU BOARD (QTY 2) OHC ORDER HERE CANOPY (QTY 2) PRE-SELL BOARD (QTY 2)PSB GWD DOUBLE ARM GATEWAY WPD2 PSB PSB WPD3 WPD1 D D D D WA WA WA WM WM OHC OHC WINDOW POSITION DECAL 2WPD2 WINDOW POSITION DECAL 3WPD3 WINDOW POSITION DECAL 1WPD1 DRIVE THRU THANK YOU DRIVE THRU THANK YOU PP PP PLAYPLACE LETTERS PF 500.00000000000000 5'-0"+/-5'-0"+/-Customer: Location:Prepared By: Date:File Name:Revision: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN 7/20/26 1 CTM/AL This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Project No.:Request No.:533693 93405 Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.com Tel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 49 FRONT ELEVATION SCALE: 3/16” = 1’-0”22” PLAY PLACE PP 42” WALL ARCH WA LED CANOPY FASCIA 42'-0"+/- Customer: Location:Prepared By: Date:File Name:Revision: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN 07/14/26 1 CTM This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Project No.:Request No.:533693 93405 Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.com Tel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 50 REAR ELEVATION SCALE: 3/16” = 1’-0” 42” WALL ARCH WA Customer: Location:Prepared By: Date:File Name:Revision: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN 07/14/26 1 CTM This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Project No.:Request No.:533693 93405 Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.com Tel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 51 DRIVE-THRU ELEVATION SCALE: 1/8” = 1’-0” 1'-6"1'-6"MDB MCDELIVERY BLADE SIGN 24" WORDMARK WM WPD2WINDOW POSITION DECAL 28"8" 1'-7 1/8"3 3/4"1'-10 3/8"3 3/4"8"8" WPD1WINDOW POSITION DECAL 1 WPD3WINDOW POSITION DECAL 38"8" 1'-7 1/8"3 3/4"LED CANOPY FASCIA 12'-6"+/- Customer: Location:Prepared By: Date:File Name:Revision: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN 07/14/26 1 CTM This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Project No.:Request No.:533693 93405 Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.com Tel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 52 NON DRIVE-THRU ELEVATION SCALE: 1/8” = 1’-0” 42” WALL ARCH WA 24" WORDMARK WM 1'-6"1'-6"MOB MOBILE ORDER BLADE SIGN LED CANOPY FASCIA 22'-2"+/-36'-10"+/- Customer: Location:Prepared By: Date:File Name:Revision: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN 07/14/26 1 CTM This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Project No.:Request No.:533693 93405 Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.com Tel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 53 PSB 5'-11 1/2"4'-1 3/4"2'-5 1/4" 13 3/4" 5 1/2" 2'-5 1/4" SCALE: 1/2” = 1’-0” GRAPHIC DETAIL NOT TO SCALE Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 54 MB 5'-11 5/8"4'-10"4'-1 5/8"13 3/4" 5 1/2" 4'-10" SCALE: 1/2” = 1’-0” GRAPHIC DETAIL NOT TO SCALE Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 55 OHC PLATE DETAIL SCALE: 1/2 = 1'-0" ISOMETRIC VIEW SCALE: NTS GRAPHIC DETAIL SCALE: 3/16 = 1'-0" CROSS SECTION A-A SCALE: 3/8” = 1'-0" FRAME & LAMP DETAIL SCALE: 3/8” = 1'-0" Order Here 38" 13 1/4" 10" 42"10'-8 11/16"11'-5 11/16"20" 4 2 5 16 10 8 1 16 6 13 12 18 14 15 16 9 7 19 1 12 16 14 9 16 4 10 8 3 2 18 11 17 511 16 11" 4"11"8"11” X 11” X 5/8” PLATE 3/4” HOLES 5/8” BOLTS Order Here 9'-4 3/16" 6'-9"11 3/16" PLATE DETAIL SCALE: 1/2 = 1'-0"18"18" 18” X 18” X 1” PLATE 1 3/8” SLOTTED HOLES 1” BOLTS 11"11" BOXED SQ. FT. -2" X 6" X 3/16 RECTANGULAR TUBE FRAME -ACM AND .063" ALUMINUM SKIN -EXTERIOR FINISH: - BASE PLATE - PAINT BM 1631 MIDNIGHT OIL - TUBE AND TOP ACM - PAINT CHARCOAL - SPRINGBOARD TIP AND UNDERSIDE - PAINT PMS 123C -ACM/SKIN REMOVABLE FOR SERVICE -U.L. LISTED -(1) 20A / 120V CIRCUIT REQUIRED -SQUARE FOOTAGE: - BOXED AREA: 101.52 SQ. FT. - ACTUAL SQUARE FEET: 14.97 SQ. FT. - SPRINGBOARD: 0.56 SQ. FT. - TOP: 6.08 SQ. FT. - POLE SHROUD: 8.33 SQ. FT. NOTES: NO.PART/DESCRIPTION 1 2" X 6" X 3/16" RECTANGULAR TUBE 2 2" X 6" X 1/4" RECTANGULAR TUBE 3 2" X 4" X 1/4" RECTANGULAR TUBE 4 3" X 3" X 3/16" TUBE 5 1" X 4" C-CHANNEL 6 2" X 6" X 3/16" RECTANGULAR TUBE 7 1/2" EYEBOLTS (3) 8 11" X 11" X 5/8" TOP PLATES (2) (SEE PLATE DETAILS) 9 18" X 18" X 1" BASE PLATE (SEE PLATE DETAILS) 10 3" X 3" X 3/4" GUSSETS (2) 11 .063" SKIN 12 .063" ALUMINUM BENT SP10 SPEAKER BOX HOLDER 13 SPEAKER OPENING 14 .063" ALUMINUM BENT DM 4/DM 5 MICROPHONE BOX HOLDER 15 MICROPHONE OPENING 16 ACM CLADDING 17 3000K SLOAN LED LIGHT 18 3M 680-10 REFLECTIVE WHITE FILM 1ST SURFACE 19 ADA STICKER MCDONALD'S SPRINGBOARD OHC SPECIFICATIONS Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 56 GWD 6"8 5/16"5'-0"5'-0" 5'-0"5'-0"1'-6"1'-0" 15'-4" 1'-5"POSITION 9'-0" ABOVE PAYMENTELEVATION DETAIL SCALE: 1/2" = 1'-0"10'-7"FRONT VIEW SCALE: 1/4" = 1'-0" END VIEW SCALE: 1/4" = 1'-0" GRAPHIC DETAIL SCALE: 1/4" = 1'-0" 15'-4" 5'-0"6"6"8 5/16" 12"18"17"9'-4 1/8"5 3/4"POSITIONED 9'-0" ABOVE PAVEMENT7 1/4" 9" 9" 3/4" 3/4” X 14” X 14” PLATE 7/8” HOLES 2” CENTER HOLE 3/4” ANCHOR BOLTS BASE PLATE DETAIL SCALE: 1” = 1’-0” 14"14"10"10" 1/4” X 6” X 5” PLATE 9/16” HOLES 1/2” BOLTS ARM MOUNT PLATE DETAIL SCALE: 1” = 1’-0”6"5"3"3 1/2"10'-7"ARM SPECIFICATIONS -16 GUAGE STEEL CONSTRUCTION -BREAKAWAY HINGED ARM SECTIONS -EXTERIOR FINISH: PANTONE® 123 C YELLOW -DECORATION: 3M 3630-20 BLACK FILM (CLEARANCE COPY) BANG BAR SPECIFICATIONS -1 1/2" DIAMETER BLACK ABS PIPE -1 1/2" BLACK ABS END CAPS -DECORATION: 3M CONTROLTACK 180MC-25 SUNFLOWER YELLOW VINYL -CHAINS WITH CARABINERS AT TOP & BOTTOM FOR INSTALLATION BASE/POLE SPECIFICATIONS -6" X 6" X 3/16" STEEL TUBE POLE CONSTRUCTION -4 MM ACM NG CHARCOAL SKINS -4 MM ACM NG CHARCOAL TOP CAP -5" TALL X 9" X 7 1/4" BENT UP .063" ALUMINUM BASE SHROUD PAINTED NG CHARCOAL -14" X 14" X 3/4" BASE PLATE (SEE PLATE DETAILS) -6" X 5" X 1/4" STEEL PLATE ARM CONNECTION (SEE PLATE DETAILS) ANYLANE PANEL SPECIFICATIONS -1/4" ALUMINUM PANEL -PAINTED PANTONE® 123 C YELLOW -DECORATION: 3M 3630-22 BLACK FILM -STUD MOUNT AND GLUED TO BASE DRIVE-THRU LETTERS SPECIFICATIONS -3/4" ALUMINUM -POWDER COATED BLACK -DECORATION: 3M CONTROLTACK 180MC-25 SUNFLOWER YELLOW VINYL -SCREWED TO TOP OF ARMS Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 57 WA WM 4" GRAPHIC DETAIL SCALE: 1/2" = 1'-0"24"2'-0 5/8"16'-4 15/16"BOXED SQ. FT. CHANNEL LETTER DETAIL SCALE: 1 1/2" = 1'-0" 4" 2 3 4 5 6 7 1 1 4 NOTES: -LETTER INTERIORS TO BE WHITE -U.L. LISTED NO.PART/DESCRIPTION 1 .177" MOLDED WHITE MODIFIED ACRYLIC FACES/LETTER BODIES WITH SIDES PAINTED MCDONALD'S SILVER (OPAQUE) ON EXTERIOR 2 .040" ALUMINUM BACKS 3 .118" WHITE ABS INSERTS 4 ALUMINUM RACEWAY PAINTED MCDONALD'S SILVER 5 GE 5000K WHITE LED'S AS REQUIRED 6 LED POWER SUPPLY LOCATED INSIDE RACEWAY 7 DRAIN HOLES WITH BAFFLES AS REQUIRED SPECIFICATIONS Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 58 PP 11'-7 3/8"22 1/4"2'-5 1/4"BOXED SQUARE FOOTAGE GRAPHIC DETAIL SCALE: 3/4” = 1’-0”1/8” 7328 WHITE ACRYLIC 1/8” 2447 WHITE ACRYLIC W/ 3630-25 SUNFLOWER VINYL APPLIED 1ST SURFACE ALUMINUM RACEWAYS PAINTED McDONALD’S SILVER CROSS SECTION A-A SCALE: 1” = 1’-0” 5" .050” X 5” ALUMINUM RETURNS PAINTED BRIGHT BRUSHED CLEAR ALUMINUM 1” BRUSHED SILVER TRIM CAP 1/8” 7328 WHITE ACRYLIC FACE WHITE LED’S AS REQUIRED LED POWER SUPPLIES AS REQUIRED DRAIN HOLES WALL/MOUNTING SURFACE 8” X 5” X .063” ALUMINUM RACEWAY .063” ALUMINUM BACK ELECTRICAL OUT PROVISION NOTES: U.L. LISTED ELECTRICAL: (1) 20A/120V CIRCUIT INTERIOR FINISHED REFLECTIVE WHITE DISCONNECT SWITCH ON RIGHT HAND END OF RACEWAY SQUARE FOOTAGE: BOXED = 28.31 ACTUAL = 11.31 CROSS SECTION B-B SCALE: 1” = 1’-0” 5" .050” X 5” ALUMINUM RETURNS PAINTED BRIGHT BRUSHED CLEAR ALUMINUM 1” BRUSHED SILVER TRIM CAP 1/8” 2447 WHITE ACRYLIC FACE W/ 3630-25 SUNFLOWER VINYL APPLIED 1ST SURFACE WHITE LED’S AS REQUIRED LED POWER SUPPLIES AS REQUIRED DRAIN HOLES WALL/MOUNTING SURFACE .063” ALUMINUM BACK ELECTRICAL OUT PROVISION 8” X 5” X .063” ALUMINUM RACEWAY Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 59 WPD2 WPD3WPD1 -3M 7725-20 MATTE WHITE OPAQUE FILM -3M 7725-25 SUNFLOWER OPAQUE FILM -FONT = SPEEDEE BOLD SPECIFICATIONS GRAPHIC DETAILS SCALE: 1 1/2" = 1'-0"8"8"8"8"3 3/4"3 3/4"1'-7 1/8" 1'-10 3/8" TRELLIS POSITIONING DETAIL SCALE: 1 1/2" = 1'-0"3 3/4"3 3/4"8"8"8"8" 8"EQEQEQEQ4'-0" 4'-0" 4'-0"EQEQEQEQEQEQEQ EQ EQ EQ EQ EQ 8"Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 60 MOUNTING BRACKET DETAIL SCALE: 3” = 1’-0” GRAPHIC DETAIL SCALE: 3” = 1’-0” PLAN VIEW SCALE: 3” = 1’-0” SPECIFICATIONS: - MOUNTING BRACKET: (2) 1” X 1” X 1/4” X 18” ALUMINUM ANGLES; POWDER COATED BLACK - FACE ATTACHMENT: 10-24 X .75” THREAD- CUTTING SCREWS WITH NYLOCK NUTS, POWDER COATED BLACK - .187”ALUMINUM FACE, POWDER COATED TO MATCH NG CHARCOAL - DECORATION (BOTH SIDES): 3M 3630-33 RED FILM 3M 7725-25 YELLOW FILM - BOXED SIGN AREA: 2.25 SQ FT END VIEWSIDE A 2 3/16"2 3/16"1"1"1"1"1" 1" 9/16" 9/16"5 5/8"5 5/8"5 5/8" 3/16" 3/16"1'-6"1'-6"1"1" 1/4" 1/4" SIDE B1'-6"1'-6" 1'-6" MOB Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 61 MOUNTING BRACKET DETAIL SCALE: 3” = 1’-0” GRAPHIC DETAIL SCALE: 3” = 1’-0” PLAN VIEW SCALE: 3” = 1’-0” SPECIFICATIONS: - MOUNTING BRACKET: (2) 1” X 1” X 1/4” X 18” ALUMINUM ANGLES; POWDER COATED BLACK - FACE ATTACHMENT: 10-24 X .75” THREAD- CUTTING SCREWS WITH NYLOCK NUTS, POWDER COATED BLACK - .187”ALUMINUM FACE, POWDER COATED TO MATCH NG CHARCOAL - DECORATION (BOTH SIDES): 3M 3630-33 RED FILM 3M 7725-25 YELLOW FILM 3M 7725-20 WHITE FILM - BOXED SIGN AREA: 2.25 SQ FT END VIEWSIDE A 2 3/16"2 3/16"1"1"1"1"1" 1" 9/16" 9/16"5 5/8"5 5/8"5 5/8" 3/16" 3/16"1'-6"1'-6"1"1" 1/4" 1/4" SIDE B1'-6"1'-6" 1'-6" MDB Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 62 MO SIGN ELEVATION SCALE: 3/4" = 1'-0" 1'-2"7'-0"3'-0"1'-2"7'-0"3'-0"0.313" MOUNTING HOLE 0.313" MOUNTING HOLE MOBILE ORDER CURBSIDE PICKUP SIGN DETAIL DESIGN FACTOR: TBD 4mm ACM PIGMENTED TO MATCH NG CHARCOAL WHITE, YELLOW, & RED DIGITALLY PRINTED GRAPHICS REFLECTIVE YELLOW VINYL NUMBER BACKGROUND 3.50 SQUARE FEET GRAPHIC DETAIL SCALE: 1 1/2" = 1'-0" AVAILABLE FACES SCALE: 1/2" = 1'-0" 4mm ACM PIGMENTED TO MATCH NG CHARCOAL PMS 123 C GOLD DIGITALLY PRINTED DECORATION PMS 1795 C RED DIGITALLY PRINTED DECORATION 3M 5100R-71 NG YELLOW REFLECTIVE VINYL WHITE DIGITALLY PRINTED DECORATION 1'-2"3'-0"MCD22-MOCPU1-S2 MCD22-MOCPU6-S2 MCD22-MOCPU7-S2 MCD22-MOCPU8-S2 MCD22-MOCPU9-S2 MCD22-MOCPU2-S2 MCD22-MOCPU3-S2 MCD22-MOCPU4-S2 MCD22-MOCPU5-S2 Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 63 PF SIGN ELEVATION SCALE: 3/4" = 1'-0" 1'-2"7'-0"3'-0"1'-2"7'-0"3'-0"0.313" MOUNTING HOLE 0.313" MOUNTING HOLE DRIVE THRU RESERVED SIGN DETAIL DESIGN FACTOR: TBD 4mm ACM PIGMENTED TO MATCH NG CHARCOAL WHITE DIGITALLY PRINTED GRAPHICS REFLECTIVE YELLOW VINYL NUMBER BACKGROUND 3.50 SQUARE FEET GRAPHIC DETAIL SCALE: 1 1/2" = 1'-0" AVAILABLE FACES SCALE: 1/2" = 1'-0" 4mm ACM PIGMENTED TO MATCH NG CHARCOAL 3M 5100R-71 NG YELLOW REFLECTIVE VINYL WHITE DIGITALLY PRINTED DECORATION 1'-2"3'-0"MCD22-DRIVETHRU1-S2 MCD22-DRIVETHRU2-S2 MCD22-DRIVETHRU3-S2 MCD22-DRIVETHRU4-S2 Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 64 0.313" MOUNTING HOLE 0.313" MOUNTING HOLE GRAPHIC DETAIL SCALE: 1 1/2" = 1'-0" 4mm ACM PIGMENTED TO MATCH NG CHARCOAL WHITE DIGITALLY PRINTED DECORATION 1'-2"3'-0"PMS 1795 C RED DIGITALLY PRINTED DECORATION PMS 1795 C RED DIGITALLY PRINTED DECORATION WHITE DIGITALLY PRINTED DECORATION PMS 123 C GOLD DIGITALLY PRINTED DECORATION COURIER PARKING SIGN DETAIL DESIGN FACTOR: TBD 4mm ACM PIGMENTED TO MATCH NG CHARCOAL WHITE, YELLOW, & RED DIGITALLY PRINTED GRAPHICS REFLECTIVE YELLOW VINYL NUMBER BACKGROUND 3.50 SQUARE FEET SIGN ELEVATION SCALE: 3/4" = 1'-0" 1'-2"7'-0"3'-0"1'-2"7'-0"3'-0"CP Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 65 DIR DIRECTIONAL ELEVATIONSCALE: 1" = 1'-0" NO.PART/DESRIPTION 1 3" X 1" X 1/8" ALUMINUM C-CHANNEL 2 3" X 3" X 1/8" ALUMINUM TUBE 3 MOUNTING PLATE (SEE PLATE DETAIL) 4 WHITE LED'S AS REQUIRED 5 LED POWER SUPPLIES AS REQUIRED 6 DISCONNECT SWITCH 7 ELECTRICAL CONNECTION ACCESS THROUGH COVER 8 .080" ROUTED ALUMINUM SHOEBOX FACES 9 .118" NG YELLOW SOLAR GRADE POLYCARBONATE BACKER PANEL 10 .118" NG WHITE SOLAR GRADE POLYCARBONATE BACKER PANEL 11 POWDERCOAT HENTZEN #P90353APC (OR PAINT TO MATCH) 12 PAINT TO MATCH SILVER OR METALLIC GRAY NOTES: -DESIGN FACTOR: TO BE DETERMINED -3" X 1/8" ALUMINUM C-CHANNEL FRAME -ROUTED ALUMINUM SHOTEBOX FACES -EXTERIOR FINISH: FACES - POWDERCOAT HENTZEN #P90353APC (OR PAINT TO MATCH) TUBES AND PLATE - PAINT SILVER OR METALLIC GRAY -INTERIOR FINISH: PAINT REFLECTIVE WHITE -FACES REMOVABLE FOR SERVICE ACCESS -U.L. LISTED -ELECTRICAL: 1.10 AMPS/120 VOLTS -SQUARE FOOTAGE: FACE = 5.75 DISPLAY = 7.67 MCDONALD'S 48" NEXT GEN DIRECTIONAL SPECIFICATIONS 1'-11"3'-0"1'-0"4'-0"3" A A 1'-11"3'-0" FACE1'-0"4'-0"GRAPHIC DETAIL SCALE: 3/8" = 1'-0" MCD-NG48DIRARCHWEL-S MCD-NG48DIRARCHTY-S MCD-NG48DIRARCHENT-S MCD-NG48DIRARCHEXIT-S MCD-NG48DIRARCHDT-S 12 9 10 11 9 10 1 2 3 4 5 8 2 3 4 5 6 7 8 9 10 1 FRAME & LAMP DETAIL SCALE: 3/4" = 1'-0" CROSS SECTION A-A SCALE: 3/4" = 1'-0" PLATE DETAIL SCALE: 1 1/2" = 1'-0" 1/2" X 7" X 7" ALUMINUM PLATE 5/8" BOLT HOLES 2 1/2" CENTER HOLE7"7"5"5" Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:07/14/26 Project No.:533693 Revision:1 CTM Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota Agenda Page 66 MS Customer: Location: File Name: McDONALD’S ALBERTVILLE, MN 533693 - R1 - 5664 LABEAUX AVE NE - ALBERTVILLE, MN Prepared By: Date:7/20/26 Project No.:533693 Revision:1 CTM/AL Request No.:93405 This is an original document created by Persona Services Group providedspecifically to the client for the client’s personal use. This document should notbe shared, reproduced, disclosed or otherwise used without written permissionfrom Persona Services Group. This sign is intended to be installed in accordance with the requirementsof Article 600 of the National Electric Code and/or other applicable localcodes. This includes proper grounding and bonding of the sign. Customer Approval (Please Initial): Approval Date: www.personaservicesgroup.comTel 800.843.9888 Locations in:FloridaMaryland New JerseySouth Dakota MONUMENT DETAIL SCALE: 3/8” = 1’-0” 7'-6" 8'-0"7'-6"5"4'-1"12'-0"6"GRAPHIC DETAIL SCALE: 1/4” = 1'-0" PLATE DETAIL SCALE: 3/4” = 1'-0" 1/2” X 14” X 14” PLATES 5/8” HOLES 1/2” BOLTS PLATE WILL ACCEPT: 12” PIPE 10” TUBE 14"14"12"12" CROSS SECTION A-A SCALE: 1/2” = 1'-0" PLAN VIEW B-B SCALE: 1/2” = 1'-0" FRAME & LIGHTING DETAIL SCALE: 1/2” = 1'-0" A 7'-6"7'-6"5"7'-11"A 1’-6”1’-6”B B 7'-6" FRAME DETAILS: -1 1/2" X 1 1/2" X 3/16" ALUMINUM ANGLE FRAME -BLEED FACE -.080" ALUMINUM SKINS -.125" ALUMINUM SKINS (REVEAL FRONT & BACK SKINS ONLY) -SKINS REMOVABLE FOR SERVICE -EXTERIOR FINISH: ARCH SECTION: PAINTED NG RED REVEAL PANEL: PAINTED NG SILVER -INTERIOR FINISH: REFLECTIVE WHITE -DISCONNECT SWITCH IN END OF CABINET, NEAR TOP -GE 5000K WHITE LED'S AS REQUIRED MOUNTED TO .063" ALUMINUM BAFFLE -ELECTRICAL REQUIREMENTS: (1) 20A/120V CIRCUIT -U.L. LISTED -PLATE/MATCH PLATE INSTALLATION -.125" ROUTED ALUMINUM PAINTED TO MATCH NG RED STUD MOUNTED TO FRAME -.118" FORMED NG YELLOW POLYCARBONATE PUSH THROUGH ARCH -SQUARE FOOTAGE: 56.25 SQ. FT. SPECIFICATIONS ARCH FACE DETAILS: Agenda Page 67 DATE:LOCATION: TYPE:PROJECT: CATALOG #: • Low profile LED area/site luminaire with a variety of IES distributions for lighting applications such as auto dealership, retail, commercial, and campus parking lots • Featuring two different optical technologies, Strike and Micro Strike Optics, which provide the best distribution patterns for retrofit or new construction • Rated for high vibration applications including bridges and overpasses. All sizes are rated for 1.5G • Control options including photo control, occupancy sensing, NX Lighting Controls™, LightGRID+ and 7-Pin with networked controls • New customizable lumen output feature allows for the wattage and lumen output to be customized in the factory to meet whatever specification requirements may entail • Field interchangeable mounting provides additional flexibility after the fixture has shipped IP65 CONSTRUCTION • Die-cast housing with hidden vertical heat fins are optimal for heat dissipation while keeping a clean smooth outer surface • Corrosion resistant, die-cast aluminum housing with 1000 hour powder coat paint finish • External hardware is corrosion resistant OPTICS• Micro Strike Optics (160, 320, 480, or 720 LED counts) maximize uniformity in applications and come standard with mid-power LEDs which evenly illuminate the entire luminous surface area to provide a low glare appearance. Catalog logic found on page 2 • Strike Optics (36, 72, 108, or 162 LED counts) provide best in class distributions and maximum pole spacing in new applications with high powered LEDs. Strike optics are held in place with a polycarbonate bezel to mimic the appearance of the Micro Strike Optics so both solutions can be combined on the same application. Catalog logic found on page 3 • Both optics maximize target zone illumination with minimal losses at the house-side, reducing light trespass issues. Additional backlight control shields and house side shields can be added for further reduction of illumination behind the pole • One-piece silicone gasket ensures a weatherproof seal • Zero up-light at 0 degrees of tilt • Field rotatable optics INSTALLATION• Mounting patterns for each arm can be found on page 11 • Optional universal mounting block for ease of installation during retrofit applications. Available as an option (ASQU) or accessory for square and round poles • All mounting hardware included • Knuckle arm fitter option available for 2-3/8” OD tenon • For products with EPA less than 1 mounted to a pole greater that 20ft, a vibration damper is recommended CERTIFICATIONS• DLC® (DesignLights Consortium Qualified), with some Premium Qualified configurations. Not all product variations listed in this document are DLC® qualified. Refer to http://www.designlights.org for the most up-to-date list. • Listed to UL1598 and CSA C22.2#250.0-24 for wet locations and 40˚C ambient temperatures • 1.5 G rated for ANSI C136.31 high vibration applications • Fixture is IP65 rated • Meets IDA recommendations using 3K CCT configuration at 0 degrees of tilt • This product meets federal procurement law requirements under the Buy American Act (FAR 52.225-9) and Trade Agreements Act (FAR 52.225-11). See Buy America(n) Solutions (link to https://www.currentlighting.com/resources/america-solutions). WARRANTY• 5 year warranty ELECTRICAL • Universal 120-277 VAC or 347-480 VAC input voltage, 50/60 Hz • Ambient operating temperature -40˚C to 40˚C • Drivers have greater than 90% power factor and less than 20% THD • LED drivers have output power over-voltage, over- current protection and short circuit protection with auto recovery • Field replaceable surge protection device provides 20kA protection meeting ANSI/ IEEE C62.41.2 Category C High and Surge Location Category C3; Automatically takes fixture off-line for protection when device is compromised • Dual Driver option provides 2 drivers within luminaire but only one set of leads exiting the luminaire, where Dual Power Feed provides two drivers which can be wired independently as two sets of leads are extended from the luminaire. Both options cannot be combined CONTROLS• Photo control, occupancy sensor programmable controls, and Zigbee wireless controls available for complete on/off and dimming control • Please consult brand or sales representative when combining control and electrical options as some combinations may not operate as anticipated depending on your application • 7-pin ANSI C136.41-2013 photocontrol receptacle option available for twist lock photocontrols or wireless control modules (control accessories sold separately) CONTROLS (CONTINUED) • 0- 10V Dimming Drivers are standard and dimming leads are extended out of the luminaire unless control options require connection to the dimming leads. Must specify if wiring leads are to be greater than the 6” standard • NX Lighting Controls™ available with in fixture wireless control module, features dimming and occupancy sensor • LightGRID+ available with in fixture wireless control module, features dimming and occupancy sensor. Also available in 7-pin configuration OPTICS SERVICE PROGRAMS SIZE 1 SIZE 3 SIZE 2 SIZE 4 EPA VP1 (Size 1) VP2 (Size 2) VP3 (Size 3) VP4 (Size 4) Config. Single Fixture 0.454 0.555 0.655 0.698 Two at 180 0.908 1.110 1.310 1.396 Two at 90 0.583 0.711 0.857 0.948 Three at 90 1.037 1.266 1.512 1.646 Three at 120 0.943 1.155 1.392 1.680 Four at 90 1.166 1.422 1.714 1.896 FEATURES CONTROL TECHNOLOGY SPECIFICATIONS 14.373 5.000 16.756 21.756 3.477 5"16.76" 14.37" 21.76" 3.48" 7.500 16.113 34.476 3.477 26.976 16.11" 26.97" 34.47" 7.5" 16.11" 34.47" 3.48" 5.000 21.877 14.373 26.876 3.477 26.88" 3.48" 5"21.88" 14.37" 19.622 7.500 27.980 35.476 3.477 7.50"27.98" 19.62" 35.48" 3.48" 7.5"27.98" 35.48" 19.62" 26.97" currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 1 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 68 CATALOG # DATE:LOCATION: TYPE:PROJECT: CATALOG #: VP –– –––––– Series Optic Platform Size Light Engine CCT/CRI Distribution Optic Rotation Voltage VP Viper Micro Strike 1 Size 1 2 Size 2 3 Size 3 4 Size 4 160L-35 6 5500 lumens 160L-50 6 7500 lumens 160L-75 10000 lumens 160L-100 12500 lumens 160L-115 15000 lumens 160L-135 18000 lumens 160L-160 21000 lumens 320L-145 21000 lumens 320L-170 24000 lumens 320L-185 27000 lumens 320L-210 30000 lumens 320L-235 33000 lumens 320L-255 36000 lumens 320L-315 6 40000 lumens 480L-285 40000 lumens 480L-320 44000 lumens 480L-340 48000 lumens 480L-390 52000 lumens 480L-425 55000 lumens 480L-470 60000 lumens 720L-435 60000 lumens 720L-475 65000 lumens 720L-515 70000 lumens 720L-565 6 75000 lumens 720L-600 6 80000 lumens CLO Custom Lumen Output 1 AP AP-Amber Phosphor Converted 27K8 2700K, 80 CRI 3K7 3000K, 70 CRI 3K8 3000K, 80 CRI 35K8 3500K, 80 CRI 3K9 3000K, 90 CRI 4K7 4000K, 70 CRI 4K8 4000K, 80 CRI 4K9 4000K, 90 CRI 5K7 5000K, 70 CRI 5K8 5000K, 80 CRI 2 Type 2 3 Type 3 4F Type 4 Forward 4W Type 4 Wide 5QW Type 5 Square Wide BLANK No Rotation L Optic rotation left R Optic rotation right UNV 120-277V 120 120V 208 208V 240 240V 277 277V 347 347V 480 480V ––– Mounting Color Options Network Control Options A Arm mount for square pole/flat surface (B3 Drill Pattern) (Does not include round pole adapter) A_Arm mount for round pole 2 ASQU Universal arm mount for square pole. Can be used with B3 or S2 Drill Pattern A_U Universal arm mount for round pole 2 AAU Adjustable arm for pole mounting (universal drill pattern) AA_U Adjustable arm mount for round pole 2 ADU Decorative upswept Arm (universal drill pattern) AD_U Decorative upswept arm mount for round pole 2 MAF Mast arm fitter for 2-3/8" OD horizontal arm K Knuckle T Trunnion WB Wall Bracket, horizontal tenon with MAF WM Wall mount bracket with decorative upswept arm WA Wall mount bracket with adjustable arm BLT Black Matte Textured BLS Black Gloss Smooth DBT Dark Bronze Matte Textured DBS Dark Bronze Gloss Smooth GTT Graphite Matte Textured LGS Light Grey Gloss Smooth LGT Light Grey Gloss Textured PSS Platinum Silver Smooth WHT White Matte Textured WHS White Gloss Smooth VGT Verde Green Textured Color Option CC Custom Color F Fusing 2PF Dual Power Feed 2DR Dual Driver TE Tooless Entry BC Backlight Control 8 TB Terminal Block NXWS16F NX Networked Wireless Enabled Integral NXSMP2-LMO PIR Occupancy Sensor with Automatic Dimming Photocell and Bluetooth Programming 1,3,4 NXWS40F NX Networked Wireless Enabled Integral NXSMP2-HMO PIR Occupancy Sensor with Automatic Dimming Photocell and Bluetooth Programming 1,3,4 NXW NX Networked Wireless Radio Module NXRM2 and Bluetooth Programming, without Sensor 3,4 WIR LightGRID+ In-Fixture Module 3,4 WIRSC LightGRID+ Module and Occupancy Sensor 3,4 Stand Alone Sensors BTS-14F Bluetooth® Programmable, BTSMP-LMO PIR Occupancy Sensor with Automatic Dimming Photocell and 360° Lens BTS-40F Bluetooth® Programmable, BTSMP-HMO PIR Occupancy Sensor with Automatic Dimming Photocell and 360° Lens BTSO-12F Bluetooth® Programmable, BTSMP-OMNI-O PIR Occupancy Sensor with Automatic Dimming Photocell and 360° Lens 7PR 7-Pin Receptacle 4 7PR-SC 7-Pin Receptacle with shorting cap 4 3PR 3-Pin twist lock 4 3PR-SC 3-Pin receptacle with shorting cap 4 3PR-TL 3-Pin PCR with photocontrol 4 Programmed Controls SCP-_F Sensor Control Programmable, 8F or 40F 9 ADD AutoDim Timer Based Dimming 4 ADT AutoDim Time of Day Dimming 4 Photocontrols PC Button Photocontrol 4,71 – Items with a grey background can be done as a custom order. Contact brand representative for more information 2 – Replace “_” with “3” for 3.5”-4.13” OD pole, “4” for 4.18”-5.25” OD pole, “5” for 5.5”-6.5” OD pole 3 – Networked Controls cannot be combined with other control options 4 – Not available with 2PF option 5 – Not available with Dual Driver option 6 – Some voltage restrictions may apply when combined with controls 7 – Not available with 480V 8 – BC not available on 4F and type 5 distributions 9 – At least one SCPREMOTE required to program SCP motion sensor. Must select 8ft or 40ft. Example: VP–2–320L-145–3K7–2–R–UNV–A3–BLT = Service ProgramLimit of 15 luminairesGray Shading MICROSTRIKE OPTICS – ORDERING GUIDE currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 2 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 69 CATALOG # DATE:LOCATION: TYPE:PROJECT: CATALOG #: Example: VP–ST–1–36L-39–3K7–2–UNV–A–BLT VP – – –––––– Series Optic Platform Size Light Engine CCT/CRI Distribution Optic Rotation Voltage VP Viper ST Strike 1 Size 1 2 Size 2 3 Size 3 4 Size 4 36L-39 8 5500 lumens 36L-55 8 7500 lumens 36L-85 10000 lumens 36L-105 12500 lumens 36L-120 14000 lumens 72L-115 15000 lumens 72L-145 18000 lumens 72L-180 21000 lumens 72L-210 24000 lumens 72L-240 27000 lumens 108L-215 8 27000 lumens 108L-250 30000 lumens 108L-280 33000 lumens 108L-325 36000 lumens 108L-365 40000 lumens 162L-320 40000 lumens 162L-365 10 44000 lumens 162L-405 48000 lumens 162L-445 52000 lumens 162L-485 55000 lumens 162L-545 8 60000 lumens CLO Custom Lumen Output 1 AM monochromatic amber, 595nm 27K8 2700K, 80 CRI 3K7 3000K, 70 CRI 3K8 3000K, 80 CRI 3K9 3000K, 90 CRI 35K8 3500K, 80 CRI 4K7 4000K, 70 CRI 4K8 4000K, 80 CRI 4K9 4000K, 90 CRI 5K7 5000K, 70 CRI 5K8 5000K, 80 CRI FR Auto Front Row 2 Type 2 3 Type 3 4F Type 4 Forward 4W Type 4 Wide 5QN Type 5 Square Narrow 5QW Type 5 Square Wide 5QM Type 5 Square Medium 5W Type 5 Wide (Round) 5RW Type 5 Rectangular C Corner Optic TC Tennis Court Optic ––– Mounting Color Options Network Control Options BLT Black Matte Textured BLS Black Gloss Smooth DBT Dark Bronze Matte Textured DBS Dark Bronze Gloss Smooth GTT Graphite Matte Textured LGS Light Grey Gloss Smooth LGT Light Grey Gloss Textured PSS Platinum Silver Smooth WHT White Matte Textured WHS White Gloss Smooth VGT Verde Green Textured Color Option CC Custom Color F Fusing E Battery Backup 1,2,7,8,9 2PF Dual Power Feed 2DR Dual Driver TE Tooless Entry BC Backlight Control TB Terminal Block 1 – Items with a grey background can be done as a custom order. Contact brand representative for more information 2 – Battery temperature rating -20C to 55C 3 – Replace “_” with “3” for 3.5”-4.13” OD pole, “4” for 4.18”-5.25” OD pole, “5” for 5.5”-6.5” OD pole 4 – Networked Controls cannot be combined with other control options 5 – Not available with 2PF option 6 – Not available with 480V 7 – Not available with 347 or 480V 8 – Not available with Dual Driver option 9 – Only available in Size 1 housing, up to 105 Watts 10 – Some voltage restrictions may apply when combined with controls 11 – At least one SCPREMOTE required to program SCP motion sensor. Must select 8ft or 40ft. A Arm mount for square pole/flat surface A_Arm mount for round pole 3 ASQU Universal arm mount for square pole A_U Universal arm mount for round pole 3 AAU Adjustable arm for pole mounting (universal drill pattern) AA_U Adjustable arm mount for round pole 3 ADU Decorative upswept Arm (universal drill pattern) AD_U Decorative upswept arm mount for round pole 3 MAF Mast arm fitter for 2-3/8" OD horizontal arm K Knuckle T Trunnion WB Wall Bracket, horizontal tenon with MAF WM Wall mount bracket with decorative upswept arm WA Wall mount bracket with adjustable arm BLANK No Rotation L Optic rotation left R Optic rotation right UNV 120- 277V 120 120V 208 208V 240 240V 277 277V 347 347V 480 480V NXWS16F NX Networked Wireless Enabled Integral NXSMP2-LMO PIR Occupancy Sensor with Automatic Dimming Photocell and Bluetooth Programming 1,4,5 NXWS40F NX Networked Wireless Enabled Integral NXSMP2-HMO PIR Occupancy Sensor with Automatic Dimming Photocell and Bluetooth Programming 1,4,5 NXW NX Networked Wireless Radio Module NXRM2 and Bluetooth Programming, without Sensor 4,5 WIR LightGRID+ In-Fixture Module 4,5 WIRSC LightGRID+ Module and Occupancy Sensor 4,5 Stand Alone Sensors BTS-14F Bluetooth® Programmable, BTSMP-LMO PIR Occupancy Sensor with Automatic Dimming Photocell and 360° Lens BTS-40F Bluetooth® Programmable, BTSMP-HMO PIR Occupancy Sensor with Automatic Dimming® Photocell and 360° Lens BTSO-12F Bluetooth® Programmable, BTSMP-OMNI-O PIR Occupancy Sensor with Automatic Dimming Photocell and 360° Lens 7PR 7-Pin Receptacle 4 7PR-SC 7-Pin Receptacle with shorting cap 4 3PR 3-Pin twist lock 4 3PR-SC 3-Pin receptacle with shorting cap 4 3PR-TL 3-Pin PCR with photocontrol 4 Programmed Controls SCP-_F Sensor Control Programmable, 8F or 40F 11 ADD AutoDim Timer Based Dimming 4 ADT AutoDim Time of Day Dimming 4 Photocontrols PC Button Photocontrol 4,7 STRIKE OPTIC – ORDERING GUIDE currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 3 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 70 DATE:LOCATION: TYPE:PROJECT: CATALOG #: Current Control Solutions — Accessories (Sold Separately) NX Lighting Controls NXOFM-1R1D-UNV On-fixture Module (7-pin), On / Off / Dim, Daylight Sensor with NX Radio and Bluetooth® Radio, 120–480VAC LightGRID+ Lighting Control WIR-RME-L On-fixture Module (7-pin or 5-pin), On / Off / Dim, Daylight Sensor with LightGRID+ Radio, 110–480VAC  SCP-REMOTE Remote Control for SCP/_F option. Order at least one per project to program and control the occupancy sensor For additional information related to these accessories please visit currentlighting.com/beacon. Options provided for use with integrated sensor, please view specification sheet ordering information table for details. CATALOG # – – Accessory Type Size Option SHD Shield MTG Mounting 1 Size 1 2 Size 2 3 Size 3 4 Size 4 HSS-90-B House Side Shield 90º Back HSS-90-F House Side Shield 90º Front HSS-90-S House Side Shield 90º Side HSS-270-BSS House Side Shield 270º Back/Side/Side HSS-270-FSS House Side Shield 270º Front/Side/Side HSS-270-FSB House Side Shield 270º Front/Side/Back HSS-360 House Side Shield 360º BC Back Light Control A Arm Mount for square pole/flat surface ASQU Universal Arm Mount for square pole AAU Adjustable Arm for pole mounting ADU Decorative upswept Arm RPA Round Pole Adapter MAF Mast Arm Fitter for 2-3/8" OD horizontal arm K Knuckle T Trunnion WB Wall Bracket (compatible with universal arm mounts) – Color BLS Black Gloss Smooth BLT Black Matte Textured DBS Dark Bronze Gloss Smooth DBT Dark Bronze Matte Textured GTT Graphite Matte Textured LGS Light Gray Gloss Smooth PSS Platinum Silver Smooth WHS White Gloss Smooth WHT White Matte Textured VGT Green Landscape Decorative LEG Legacy Colors Color Option CC Custom Color– Accessory Type Option MSC Miscellaneous BIRD SPK Bird Spike ORDERING GUIDE (CONT'D) currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 4 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 71 DATE:LOCATION: TYPE:PROJECT: CATALOG #: VIPER POLE EXPRESS COMBO – ORDERING GUIDE Catalog Number Pole Single or Double Head Fixture Lumens* Wattage Distribution CCT/CRI Mounting Finish VP-1-160-4K-3-LS-S20 20' Square Straight Steel Single VP-1-160-4K-3-LS 19584 158W Type 3 4000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-4K-3-LS-S20-2X 20' Square Straight Steel Double VP-1-160-4K-3-LS 19584 158W Type 3 4000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-4K-4F-LS-S20 20' Square Straight Steel Single VP-1-160-4K-4F-LS 19426 158W Type 4F 4000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-4K-4F-LS-S20-2X 20' Square Straight Steel Double VP-1-160-4K-4F-LS 19426 158W Type 4F 4000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-4K-3-LS-S25 25' Square Straight Steel Single VP-1-160-4K-3-LS 19584 158W Type 3 4000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-4K-3-LS-S25-2X 25' Square Straight Steel Double VP-1-160-4K-3-LS 19584 158W Type 3 4000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-4K-4F-LS-S25 25' Square Straight Steel Single VP-1-160-4K-4F-LS 19426 158W Type 4F 4000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-4K-4F-LS-S25-2X 25' Square Straight Steel Double VP-1-160-4K-4F-LS 19426 158W Type 4F 4000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-5K-3-LS-S20 20' Square Straight Steel Single VP-1-160-5K-3-LS 19499 158W Type 3 5000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-5K-3-LS-S20-2X 20' Square Straight Steel Double VP-1-160-5K-3-LS 19499 158W Type 3 5000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-5K-4F-LS-S20 20' Square Straight Steel Single VP-1-160-5K-4F-LS 19186 158W Type 4F 5000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-5K-4F-LS-S20-2X 20' Square Straight Steel Double VP-1-160-5K-4F-LS 19186 158W Type 4F 5000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-5K-3-LS-S25 25' Square Straight Steel Single VP-1-160-5K-3-LS 19499 158W Type 3 5000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-5K-3-LS-S25-2X 25' Square Straight Steel Double VP-1-160-5K-3-LS 19499 158W Type 3 5000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-5K-4F-LS-S25 25' Square Straight Steel Single VP-1-160-5K-4F-LS 19186 158W Type 4F 5000K/70CRI Universal Arm Dark Bronze Textured VP-1-160-5K-4F-LS-S25-2X 25' Square Straight Steel Double VP-1-160-5K-4F-LS 19186 158W Type 4F 5000K/70CRI Universal Arm Dark Bronze Textured VIPER POLE EXPRESS COMBO – STOCK LUMINAIRE SKUS VIPER POLE EXPRESS COMBO – ACCESSORIES Catalog Number Lumens LPW Distribution Wattage CCT/CRI Voltage Mounting Finish VP-1-160-4K-3-LS 19584 123.9 3 158W 4000K/70CRI 120-277V Universal Arm with RPA (A3U) Dark Bronze Textured VP-1-160-4K-4F-LS 19426 122.9 4F 158W 4000K/70CRI 120-277V Universal Arm with RPA (A3U) Dark Bronze Textured VP-1-160-5K-3-LS 19499 123.4 3 158W 5000K/70CRI 120-277V Universal Arm with RPA (A3U) Dark Bronze Textured VP-1-160-5K-4F-LS 19186 121.4 4F 158W 5000K/70CRI 120-277V Universal Arm with RPA (A3U) Dark Bronze Textured + + Catalog Number Description VM14DB Vibration Dampener, mounts to top of pole for reduced vibration VM14DB currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 5 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 72 DATE:LOCATION: TYPE:PROJECT: CATALOG #: OUTDOOR LIGHTING CONTROLS OPTIONS CONTROLS FUNCTIONALITY Occupancy Sensor Enabled Occupancy Sensor Sensitivity 7 Occupancy Sensor Timeout 15 Minutes Occupied Dim Level 100% Unoccupied Dim Level 0% Daylight Sensor Disabled Bluetooth Enabled 2.4GHz Wireless Mesh On "Passcode Factory Passcode: HubbN3T!"Enabled Occupancy Sensor Enabled Occupancy Sensor Sensitivity 7 Occupancy Sensor Timeout 8 Minutes Occupied Dim Level 100% Unoccupied Dim Level 50% Daylight Sensor Disabled DEFAULT SETTINGS NX WirelessStand AloneSensor Lens Coverage and Detection Patterns When Mounted at 40ft and 45ft with Standard Lens NXSMP2-HMO 45' Indoor Mounting Height30' Outdoor Mounting Height 56' at 40' Mounting Height 63' at 45' Mounting Height 40' Outdoor Mounting Height45' Intdoor Mounting HeightSensor Lens Coverage and Detection PatternsWhen Mounted at 8ft with Low Mount Lens NXSMP2-LMO 24' 48' 0 824 2418181212884 0 4 Sensor Lens Coverage and Detection PatternsWhen Mounted at 8ft with Low Mount Lens NXSMP2-LMO 24' 48' 0 824 2418181212884 0 4 Minor Motion Major Motion NXSMP2-OMNI 12' (3.7m) 22' (6.7m) Minor Motion Major Motion NXSMP2-OMNI 12' (3.7m) 22' (6.7m) NX WIRELESS COVERAGE PATTERNS Control Option Ordering Logic & Description Control Option Functionality Control Option ComponentsNetworkableGrouping Scheduling Occupancy/ Motion Daylight Harvesting 0-10V Dimming On/Off Control Bluetooth App Programming Sensor Height NX WirelessLightGRID+IndependentWIR LightGRID+ In-Fixture Module ✓ - ✓ - - ✓ ✓ Gateway -WIR WIRSC LightGRID+ Module and Occupancy Sensor ✓ ✓ ✓ ✓ ✓ ✓ ✓ Gateway 14ft - 40ft BTMSP NXOFM1R1D-UNV NX 7-Pin Twist-Lock® with NX Networked Wireless Radio, Integral Automatic Dimming Photocell, Integral Single Pole Relay with Dimming, and Bluetooth Programming ✓ ✓ ✓ Paired with external control ✓ ✓ ✓ ✓ - NXOFM-1R1D-UV NXW NX Networked Wireless Radio Module NXRM2 and Bluetooth Programming, without Sensor ✓ ✓ ✓ - - ✓ ✓ ✓ - NXRM2-H NXWS12F NX Networked Wireless Enabled Integral NXSMP2-OMNI-O PIR Occupancy Sensor with Automatic Dimming Photocell and Bluetooth Programming ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ 12ft NXSMP2-OMNI-O NXWS16F NX Networked Wireless Enabled Integral NXSMP2-LMO PIR Occupancy Sensor with Automatic Dimming Photocell and Bluetooth Programming ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ 16ft NXSMP2-LMO NXWS40F NX Networked Wireless Enabled Integral NXSMP2-HMO PIR Occupancy Sensor with Automatic Dimming Photocell and Bluetooth Programming ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ 40ft NXSMP2-HMO BTSO-12F Bluetooth® Programmable, BTSMP-OMNI-O PIR Occupancy Sensor with Automatic Dimming Photocell and 360° Lens - - - ✓ ✓ ✓ ✓ ✓ 12ft BTSMP-OMNI-O BTS-14F Bluetooth® Programmable, BTSMP-LMO PIR Occupancy Sensor with Automatic Dimming Photocell and 360° Lens - - - ✓ ✓ ✓ ✓ ✓ 14ft BTSMP-LMO BTS-40F Bluetooth® Programmable, BTSMP-HMO PIR Occupancy Sensor with Automatic Dimming Photocell and 360° Lens - - - ✓ ✓ ✓ ✓ ✓ 40ft BTSMP-HMO WIR-RME-L LightGRID+ On Fixture Module ✓ - ✓ - - ✓ ✓ Gateway -WIR-RME-L currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 6 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 73 DATE:LOCATION: TYPE:PROJECT: CATALOG #: COVERAGE PATTERNS FOR SCP_F Wattstopper ® FSP-Lx Lens Modules for FSP-2xx Series PIR Occupancy Sensors Lens Coverage GuideNo: 24226 – 08/16 rev. 1 Catalog Number: FSP-L2/FSP-L3/FSP-L7 Country of Origin: Made in China SPECIFICATIONS Operating Temperature- ....................40° to 167°F (-40° to 75°C IP Rating when mounted to outdoor rated fixture ................IP-66 DESCRIPTION AND OPERATION The FSP-2xx occupancy sensor is modular, consisting of two parts, a Sensor Module and a Lens. The Sensor Module is selected according to the type of power available in the installation, and the desired operational features. The Lens is selected based on the coverage desired for the sensor application. Lens modules are IP-66 rated when combined with an FSP-2xx sensor mounted to an outdoor rated fixture. Sensors must directly “see” motion of an occupant to detect them, so careful consideration must be given to sensor placement. Avoid placing the sensor where shelving or other obstructions may block the sensor’s line of sight. The FSP-L2, FSP-L3, and FSP-L7 have multi-cell, multi-tier Fresnel lenses with a 360° view. This document describes the coverage patterns available with each lens. Coverages shown in the diagrams are maximum, measured in linear feet. They represent coverage for full-step walking motion, with no barriers or obstacles. Passive Infrared Sensing in Warehouses Warehouses can have ambient temperature variations that may affect sensor detection and coverage areas. High temperatures at the covered area (above 89-92°F) reduce the detection zone of the sensor. Consider adding more sensors if the ambient temperatures are expected to be high. Additionally, high floor level temperature may require larger movement for detection. In some cases, sensors mounted above 40’ may only detect large heat signatures such as forklift trucks. See the Sensor Module Installation Instructions for a complete description of the assembled unit installation, wiring, and safety information. 2.33”59.2mm 0.78”19.7mm FSP-L2: 360° Coverage The FSP-L2 is designed for mounting at heights between 8' to 12'. It provides a 48' diameter coverage area when mounted at a height of 8', or a 72' diameter coverage area at 12'. 0'3'9'6'3'6'9'12'12' 10' 20' 0 15' Ceiling 5' 15'18'20'15' 18' 20' ' 20' 10' 0' 10' 20' 0' 20' 10' 10' 20' 40 ft 2.33"59.2mm 0.78"19.7mm 30' 20' 10' 10' 20' 0' 10'0'10' 20'20' 60 ft FSP-L3: 360° Coverage The FSP-L3 has a high density lens that covers a 40' diameter area at a height of 20'. 0' 8' 0' 3'3' 7'7'11'11 '24'24' Coverage Top View @ 12ft.Coverage Top View @ 20 ft. Coverage Side View Coverage Side View 3.2"81.3mm 1.04"26.4mm FSP‑L7: 360° Coverage The FSP-L7 has a lens that covers a 100' diameter area at a height of 40'. 0'10' 10'20'20'30'30'40'40' 0' 27' 40' 50'50' 15' Coverage Top View @40ft Coverage Side View 50' 25' 0' 25' 50' 0' 50' 25' 25' 50' 100' Wattstopper ® FSP-Lx Lens Modules for FSP-2xx Series PIR Occupancy Sensors Lens Coverage GuideNo: 24226 – 08/16 rev. 1 Catalog Number: FSP-L2/FSP-L3/FSP-L7 Country of Origin: Made in China SPECIFICATIONS Operating Temperature- ....................40° to 167°F (-40° to 75°C IP Rating when mounted to outdoor rated fixture ................IP-66 DESCRIPTION AND OPERATION The FSP-2xx occupancy sensor is modular, consisting of two parts, a Sensor Module and a Lens. The Sensor Module is selected according to the type of power available in the installation, and the desired operational features. The Lens is selected based on the coverage desired for the sensor application. Lens modules are IP-66 rated when combined with an FSP-2xx sensor mounted to an outdoor rated fixture. Sensors must directly “see” motion of an occupant to detect them, so careful consideration must be given to sensor placement. Avoid placing the sensor where shelving or other obstructions may block the sensor’s line of sight. The FSP-L2, FSP-L3, and FSP-L7 have multi-cell, multi-tier Fresnel lenses with a 360° view. This document describes the coverage patterns available with each lens. Coverages shown in the diagrams are maximum, measured in linear feet. They represent coverage for full-step walking motion, with no barriers or obstacles. Passive Infrared Sensing in Warehouses Warehouses can have ambient temperature variations that may affect sensor detection and coverage areas. High temperatures at the covered area (above 89-92°F) reduce the detection zone of the sensor. Consider adding more sensors if the ambient temperatures are expected to be high. Additionally, high floor level temperature may require larger movement for detection. In some cases, sensors mounted above 40’ may only detect large heat signatures such as forklift trucks. See the Sensor Module Installation Instructions for a complete description of the assembled unit installation, wiring, and safety information. 2.33”59.2mm 0.78”19.7mm FSP-L2: 360° Coverage The FSP-L2 is designed for mounting at heights between 8' to 12'. It provides a 48' diameter coverage area when mounted at a height of 8', or a 72' diameter coverage area at 12'. 0'3'9'6'3'6'9'12'12' 10' 20' 0 15' Ceiling 5' 15'18'20'15' 18' 20' ' 20' 10' 0' 10' 20' 0' 20' 10' 10' 20' 40 ft 2.33"59.2mm 0.78"19.7mm 30' 20' 10' 10' 20' 0' 10'0'10' 20'20' 60 ft FSP-L3: 360° Coverage The FSP-L3 has a high density lens that covers a 40' diameter area at a height of 20'. 0' 8' 0' 3'3' 7'7'11'11 '24'24' Coverage Top View @ 12ft.Coverage Top View @ 20 ft. Coverage Side View Coverage Side View Wattstopper ® FSP-Lx Lens Modules for FSP-2xx Series PIR Occupancy Sensors Lens Coverage GuideNo: 24226 – 08/16 rev. 1 Catalog Number: FSP-L2/FSP-L3/FSP-L7 Country of Origin: Made in China SPECIFICATIONS Operating Temperature- ....................40° to 167°F (-40° to 75°C IP Rating when mounted to outdoor rated fixture ................IP-66 DESCRIPTION AND OPERATION The FSP-2xx occupancy sensor is modular, consisting of two parts, a Sensor Module and a Lens. The Sensor Module is selected according to the type of power available in the installation, and the desired operational features. The Lens is selected based on the coverage desired for the sensor application. Lens modules are IP-66 rated when combined with an FSP-2xx sensor mounted to an outdoor rated fixture. Sensors must directly “see” motion of an occupant to detect them, so careful consideration must be given to sensor placement. Avoid placing the sensor where shelving or other obstructions may block the sensor’s line of sight. The FSP-L2, FSP-L3, and FSP-L7 have multi-cell, multi-tier Fresnel lenses with a 360° view. This document describes the coverage patterns available with each lens. Coverages shown in the diagrams are maximum, measured in linear feet. They represent coverage for full-step walking motion, with no barriers or obstacles. Passive Infrared Sensing in Warehouses Warehouses can have ambient temperature variations that may affect sensor detection and coverage areas. High temperatures at the covered area (above 89-92°F) reduce the detection zone of the sensor. Consider adding more sensors if the ambient temperatures are expected to be high. Additionally, high floor level temperature may require larger movement for detection. In some cases, sensors mounted above 40’ may only detect large heat signatures such as forklift trucks. See the Sensor Module Installation Instructions for a complete description of the assembled unit installation, wiring, and safety information. 2.33”59.2mm 0.78”19.7mm FSP-L2: 360° Coverage The FSP-L2 is designed for mounting at heights between 8' to 12'. It provides a 48' diameter coverage area when mounted at a height of 8', or a 72' diameter coverage area at 12'. 0'3'9'6'3'6'9'12'12' 10' 20' 0 15' Ceiling 5' 15'18'20'15' 18' 20' ' 20' 10' 0' 10' 20' 0' 20' 10' 10' 20' 40 ft 2.33"59.2mm 0.78"19.7mm 30' 20' 10' 10' 20' 0' 10'0'10' 20'20' 60 ft FSP-L3: 360° Coverage The FSP-L3 has a high density lens that covers a 40' diameter area at a height of 20'. 0' 8' 0' 3'3' 7'7'11 '11'24'24' Coverage Top View @ 12ft.Coverage Top View @ 20 ft. Coverage Side View Coverage Side View 1.04"26.4mm erage ns that covers a 100' diameter area at 0' 27' 15' Coverage Top View @40ft Coverage Side View 50' 25' 0' 25' 50' 0' 50' 25' 25' 50' 100' 3.2"81.3mm 1.04"26.4mm FSP‑L7: 360° Coverage The FSP-L7 has a lens that covers a 100' diameter area at a height of 40'. 0'10' 10'20'20'30'30'40'40' 0' 27' 40' 50'50' 15' Coverage Top View @40ft Coverage Side View 50' 25' 0' 25' 50' 0' 50' 25' 25' 50' 100' CONTROLS TECH SUPPORT 800-888-8006 (7:00 AM - 7:00 PM)NX LIGHTING CONTROLS FREE APP The NX Lighting Controls App is free to use mobile application for programming both NX Lighting Controls System or Standalone Bluetooth Sensors. The mobile app allows you to configure devices, discover and setup wireless enable luminiares and program NX system settings. Apple App: https://apps.apple.com/us/app/nx-lighting-controls/id962112904 Google Play: https://play.google.com/store/apps/details?id=io.cordova.NXBTR&hl=en_US&gl=US Apple App Google Play Control Option Ordering Logic & Description Control Option Functionality Control Option ComponentsNetworkableGrouping Scheduling Occupancy/ Motion Daylight Harvesting 0-10V Dimming On/Off Control Bluetooth App Programming Sensor Height IndependentSCP_F Sensor Control Programmable, 8F or 40F - - - ✓ ✓ ✓ ✓ - 8ft or 40ft SCP_F ADD AutoDIM Timer Based Dimming - - ✓ - - - ✓ - - ADD ADT AutoDIM Time of Day Dimming - - ✓ - - - ✓ - - ADT 7PR 7-Pin Receptacle - - Paired with external control -Paired with external control -Paired with external control - - 7PR 7PR-SC 7-Pin Receptacle with shorting cap - - - - - - - - - 7PR-SC 3PR 3-Pin twist lock - - - - - - Paired with external control - - 3PR 3PR-SC 3-Pin Receptacle with shorting cap - - - - - - - - - 3PR-SC 3PR-TL 3-Pin with photocontrol - - - - ✓ - ✓ - - 3PR-TL OUTDOOR LIGHTING CONTROLS OPTIONS CONTROLS FUNCTIONALITY currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 7 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 74 Ambient Temp. 0 25,000 *TM-21-11 36,000 50,000 100,000 Calculated L70 (Hours) 25°C / 77°F 1.00 0.97 0.96 0.95 0.91 408,000 40°C / 104°F 0.99 0.96 0.95 0.94 0.89 356,000 Ambient Temperature Lumen Multiplier 0°C 32°F 1.03 10°C 50°F 1.01 20°C 68°F 1.00 25°C 77°F 1.00 30°C 86°F 0.99 40°C 104°F 0.98 For delivered lumens, please see Lumens Data PDF on www.Currentlighting.com Micro Strike Lumen Multiplier CCT 70 CRI 80 CRI 90 CRI 2700K – 0.841 – 3000K 0.977 0.861 0.647 3500K – 0.900 – 4000K 1 0.926 0.699 5000K 1 0.937 0.791 AP-Amber Phosphor Converted Multiplier Amber 0.710 Strike Lumen Multiplier CCT 70 CRI 80 CRI 90 CRI 2700K 0.9 0.81 0.62 3000K 0.933 0.853 0.659 3500K 0.959 0.894 0.711 4000K 1 0.9 0.732 5000K 1 0.9 0.732 Monochromatic Amber Multiplier Amber See Amber Spec Sheet DATE:LOCATION: TYPE:PROJECT: CATALOG #: DELIVERED LUMENS PROJECTED LUMEN MAINTENANCE LUMINAIRE AMBIENT TEMPERATURE FACTOR (LATF) ADD-AutoDim Timer Based Options • Light delay options from 1-9 hours after the light is turned on to dim the light by 10-100%. To return the luminaire to its original light level there are dim return options from 1-9 hours after the light has been dimmed previously. EX: ADD-6-5-R6 ADT-AutoDim Time of Day Based Option • Light delay options from 1AM-9PM after the light is turned on to dim the light by 10-100%. To return the luminaire to its original light level there are dim return options from 1AM-9PM after the light has been dimmed previously. EX: ADT-6-5-R6 PROGRAMMED CONTROLS ADD Control Options Configurations Choices Example Choice Picked Auto-Dim Options 1-9 Hours 6 - Delay 6 hours Auto-Dim Brightness 10-100% Brightness 5 - Dim to 50% brightness Auto-Dim Return Delay 0-9 Hours R6 - Return to full output after 6 hours ADD Control Options Configurations Choices Example Choice Picked Auto-Dim Options 12-3 AM and 6-11 PM 6 - Dim at 6PM Auto-Dim Brightness 10-100% Brightness 5 - Dim to 50% Auto-Dim Return 12-6 AM and 9-11P R6 - Return to full output at 6AM currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 8 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 75 DATE:LOCATION: TYPE:PROJECT: CATALOG #: # OF LEDS 160 NOMINAL WATTAGE 35 50 75 100 115 135 160 SYSTEM POWER (W)34.9 50.5 72.1 97.2 111.9 132.2 157.8 INPUT VOLTAGE (V)CURRENT (Amps) 120 0.29 0.42 0.63 0.83 0.96 1.13 1.33 208 0.17 0.24 0.36 0.48 0.55 0.65 0.77 240 0.15 0.21 0.31 0.42 0.48 0.56 0.67 277 0.13 0.18 0.27 0.36 0.42 0.49 0.58 347 0.10 0.14 0.22 0.29 0.33 0.39 0.46 480 0.07 0.10 0.16 0.21 0.24 0.28 0.33 # OF LEDS 320 NOMINAL WATTAGE 145 170 185 210 235 255 315 SYSTEM POWER (W)150 166.8 185.7 216.2 240.9 261.5 312 INPUT VOLTAGE (V)CURRENT (Amps) 120 1.21 1.42 1.54 1.75 1.96 2.13 2.63 208 0.70 0.82 0.89 1.01 1.13 1.23 1.51 240 0.60 0.71 0.77 0.88 0.98 1.06 1.31 277 0.52 0.61 0.67 0.76 0.85 0.92 1.14 347 0.42 0.49 0.53 0.61 0.68 0.73 0.91 480 0.30 0.35 0.39 0.44 0.49 0.53 0.66 # OF LEDS 480 NOMINAL WATTAGE 285 320 340 390 425 470 SYSTEM POWER (W)286.2 316.7 338.4 392.2 423.2 468 INPUT VOLTAGE (V)CURRENT (Amps) 120 2.38 2.67 2.83 3.25 3.54 3.92 208 1.37 1.54 1.63 1.88 2.04 2.26 240 1.19 1.33 1.42 1.63 1.77 1.96 277 1.03 1.16 1.23 1.41 1.53 1.70 347 0.82 0.92 0.98 1.12 1.22 1.35 480 0.59 0.67 0.71 0.81 0.89 0.98 # OF LEDS 720 NOMINAL WATTAGE 435 475 515 565 600 SYSTEM POWER (W)429.3 475 519.1 565.2 599.9 INPUT VOLTAGE (V)CURRENT (Amps) 120 3.63 3.96 4.29 4.71 5.00 208 2.09 2.28 2.48 2.72 2.88 240 1.81 1.98 2.15 2.35 2.50 277 1.57 1.71 1.86 2.04 2.17 347 1.25 1.37 1.48 1.63 1.73 480 0.91 0.99 1.07 1.18 1.25 ELECTRICAL DATA: MICRO STRIKE currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 9 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 76 DATE:LOCATION: TYPE:PROJECT: CATALOG #: # OF LEDS 36 NOMINAL WATTAGE 39 55 85 105 120 SYSTEM POWER (W)39.6 56.8 83.6 108.2 120.9 INPUT VOLTAGE (V)CURRENT (Amps) 120 0.33 0.46 0.71 0.88 0.96 208 0.19 0.26 0.41 0.50 0.55 240 0.16 0.23 0.35 0.44 0.48 277 0.14 0.20 0.31 0.38 0.42 347 0.11 0.16 0.24 0.30 0.33 480 0.08 0.11 0.18 0.22 0.24 # OF LEDS 72 NOMINAL WATTAGE 115 145 180 210 240 SYSTEM POWER (W)113.7 143.2 179.4 210.2 241.7 INPUT VOLTAGE (V)CURRENT (Amps) 120 1.00 1.21 1.50 1.75 1.79 208 0.58 0.70 0.87 1.01 1.03 240 0.50 0.60 0.75 0.88 0.90 277 0.43 0.52 0.65 0.76 0.78 347 0.35 0.42 0.52 0.61 0.62 480 0.25 0.30 0.38 0.44 0.45 # OF LEDS 108 NOMINAL WATTAGE 215 250 280 325 365 SYSTEM POWER (W)214.8 250.8 278.3 324.7 362.6 INPUT VOLTAGE (V)CURRENT (Amps) 120 2.00 2.08 2.33 3.04 2.67 208 1.15 1.20 1.35 1.75 1.54 240 1.00 1.04 1.17 1.52 1.33 277 0.87 0.90 1.01 1.32 1.16 347 0.69 0.72 0.81 1.05 0.92 480 0.50 0.52 0.58 0.76 0.67 # OF LEDS 162 NOMINAL WATTAGE 320 365 405 445 485 545 SYSTEM POWER (W)322.1 362.6 403.6 445.1 487.1 543.9 INPUT VOLTAGE (V)CURRENT (Amps) 120 2.71 2.67 3.38 3.71 4.04 4.54 208 1.56 1.54 1.95 2.14 2.33 2.62 240 1.35 1.33 1.69 1.85 2.02 2.27 277 1.17 1.16 1.46 1.61 1.75 1.97 347 0.94 0.92 1.17 1.28 1.40 1.57 480 0.68 0.67 0.84 0.93 1.01 1.14 ELECTRICAL DATA: STRIKE currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 10 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 77 The following diagrams represent the general distribution options offered for this product. For detailed information on specific product configurations, see website photometric test reports. Type 2Type 2 Type 4F Type 4WType 4 Wide Type 4F Type 5QMType 5QW Type 3Type 3 DATE:LOCATION: TYPE:PROJECT: CATALOG #: MICRO STRIKE PHOTOMETRY currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 11 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 78 The following diagrams represent the general distribution options offered for this product. For detailed information on specific product configurations, see website photometric test reports. Type FR - Front Row/Auto OpticType FR – Front Row/Auto Optic Type 4Type 4 Forward Type 2Type 2 Type 4 WideType 4 Wide Type 5R (rectangular)Type 5RW (rectangular) Type CornerType Corner Type 3Type 3 Type 5QMType 5QM Type 5W (round wide)Type 5W (round wide)Type TC (tennis court)Type TC Type 5QNType 5QW Type 5QNType 5QW DATE:LOCATION: TYPE:PROJECT: CATALOG #: OPTIC STRIKE PHOTOMETRY currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 12 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 79 DATE:LOCATION: TYPE:PROJECT: CATALOG #: Weight lbs kgs VP1 (Size 1)13.7 6.2 VP2 (Size 2)16.0 7.26 VP3 (Size 3)25.9 11.7 VP4 (Size 4)30.8 13.9 EPA VP1 (Size 1) VP2 (Size 2) VP3 (Size 3) VP4 (Size 4) Config. Single Fixture 0.454 0.555 0.655 0.698 Two at 180 0.908 1.110 1.310 1.396 Two at 90 0.583 0.711 0.857 0.948 Three at 90 1.037 1.266 1.512 1.646 Three at 120 0.943 1.155 1.392 1.680 Four at 90 1.166 1.422 1.714 1.896 14.373 5.000 16.756 21.756 3.477 5.00"16.76" 14.37" 21.76" 3.48" 5.000 21.877 14.373 26.876 3.477 5.00"21.88" 14.37" 26.88" 3.48" 7.500 16.113 34.476 3.477 26.9767.50" 3.48" 16.11" 26.97" 34.47" 19.622 7.500 27.980 35.476 3.477 7.50" 3.48" 27.98" 19.62" 35.48" DIMENSIONS SIZE 1 SIZE 3 SIZE 2 SIZE 4 currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 13 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 80 DATE:LOCATION: TYPE:PROJECT: CATALOG #: Fixture ships with integral arm for ease of installation. Compatible with Current Outdoor B3 drill pattern for ease of installation on square poles. For round poles add applicable suffix (2/3/4/5) Universal mounting block for ease of installation. Compatible with drill patterns from 1.5" to 5.25" and Current drill pattern S2. For round poles add applicable suffix (2/3/4/5) Rotatable arm mounts directly to pole. Compatible with drill patterns from 1.5" to 5.25" and Current drill pattern S2 and B3. For round poles add applicable suffix (2/3/4/5). Rotatable in 15˚ aiming angle increments. Micro Strike configurations have a 45° aiming limitation. Strike configurations have a 30° aiming limitation. Upswept Arm compatible with drill patterns from 1.5" to 5.25" and Current drill pattern S2. For round poles add applicable suffix (2/3/4/5). Fits 2-3/8" OD horizontal tenons. Knuckle mount 15˚ aiming angle increments for precise aiming and control, fits 2-3/8" tenons or pipes. Micro Strike configurations have a 45° aiming limitation. Strike configurations have a 30° aiming limitation. Trunnion for surface and crossarm mounting using (1) 3/4" or (2) 1/2" size through bolts. Micro Strike configurations have a 45° aiming limitation. Strike configurations have a 30° aiming limitation. XX XX/XX/XX ECO-XXXX XXX XXX 12765432 D C B A 1276543 This document contains confidential and proprietary information of HubbellLighting. Receipt or possession of this document does not convey anyrights to reproduce or disclose its contents, or to make, use , or sellanything it may disclose. Reproduction, disclosure, or use of the documentor its contents, without the specific written authorization of HubbellLighting, may violate the intellectual property rights of Hubbell Lighting. UNSPECIFED TOLERANCES: INCHESX.X=u0.1 X.XX=u0.03 X.XXX=u0.010FRACTIONS=u1/32 ANGULAR TOLERANCE=u1v CRITICAL DIMENSIONS PART NO: REV. FINISH:MATERIAL: THIRD ANGLE PROJECTION DRAWN BY: DO NOT SCALE PRINT CONFORMS TO ASME Y14.5M DIMENSIONS IN [ ] IN MM DIMENSIONS IN INCHES CHECKED BY: ENGINEERING: CATALOG NO:SCALE DSIZE DRAWING NO. CHCKDESNRECORDDATEREV SHT 22 SHTS Error: No reference Error: No reference * * * VP2-ASQ.dftjdietrich09/16/21 XXX 05/19/05 XXX 05/19/05 PV:1 7.762 7.500 7.500 9.300 7.731 6.260 5.000 XX XX/XX/XX ECO-XXXX XXX XXX 12765432 D C B A 1276543 This document contains confidential and proprietary information of HubbellLighting. Receipt or possession of this document does not convey anyrights to reproduce or disclose its contents, or to make, use , or sellanything it may disclose. Reproduction, disclosure, or use of the documentor its contents, without the specific written authorization of HubbellLighting, may violate the intellectual property rights of Hubbell Lighting. UNSPECIFED TOLERANCES: INCHESX.X=u0.1 X.XX=u0.03 X.XXX=u0.010FRACTIONS=u1/32 ANGULAR TOLERANCE=u1v CRITICAL DIMENSIONS PART NO: REV. FINISH:MATERIAL: THIRD ANGLE PROJECTION DRAWN BY: DO NOT SCALE PRINT CONFORMS TO ASME Y14.5M DIMENSIONS IN [ ] IN MM DIMENSIONS IN INCHES CHECKED BY: ENGINEERING: CATALOG NO:SCALE DSIZE DRAWING NO. CHCKDESNRECORDDATEREV SHT 22 SHTS Error: No reference Error: No reference * * * VP2-ASQ.dftjdietrich09/16/21 XXX 05/19/05 XXX 05/19/05 PV:1 7.762 7.500 7.500 9.300 7.731 6.260 5.000 D C B A 8 7 6 5 8 7 6 5 7.762 7.500 7 9.300 D C B A 8 7 6 5 4 8 7 6 5 4 UNSPECIFED X.X=u0.1 X.XXFRACTIONS=u CRITICAL D THIRD ANGLE PR DO NOT SCALE PR CONFORMS TO AS DIMENSIONS IN [ ] DIMENSIONS IN IN 7.762 7.500 7.500 9.300 7.731 XX XX/XX/XX ECO-XXXX XXX D C B A 128765432 12876543 This document contains confidential and proprietary information oLighting. Receipt or possession of this document does not converights to reproduce or disclose its contents, or to make, use , or sanything it may disclose. Reproduction, disclosure, or use of the or its contents, without the specific written authorization of HubbeLighting, may violate the intellectual property rights of Hubbell Lig UNSPECIFED TOLERANCES: INCHESX.X=u0.1 X.XX=u0.03 X.XXX=u0.010FRACTIONS=u1/32 ANGULAR TOLERANCE=u1v CRITICAL DIMENSIONS PART NO: REV. FINISH:MATERIAL: THIRD ANGLE PROJECTION DRAWN BY: DO NOT SCALE PRINT CONFORMS TO ASME Y14.5M DIMENSIONS IN [ ] IN MM DIMENSIONS IN INCHES CHECKED BY: ENGINEERING: CATALOG NO:SCALE DSIZE DRAWING NO. CDESNRECORDDATEREV SHT 22 SHTS Error: No reference Error: No reference * * * VP2-ASQ.dftjdietrich09/16/21 XXX 05/19/05 XXX 05/19/05 PV:1 7.762 7.500 7.500 9.300 7.731 6.260 5.000 8.3" 7.5 " 7.5 " 5.0" 7.8 " XX XX/XX/XX ECO-XXXX D C B A 2876543 This document contains confidential and pLighting. Receipt or possession of this dorights to reproduce or disclose its contentanything it may disclose. Reproduction, dor its contents, without the specific writtenLighting, may violate the intellectual prope UNSPECIFED TOLERANCES: INCHESX.X=u0.1 X.XX=u0.03 X.XXX=u0.010FRACTIONS=u1/32 ANGULAR TOLERANCE=u1v CRITICAL DIMENSIONS PAR REV. FINISH:MATERIAL: DRAWN BY: DO NOT SCALE PRINT CONFORMS TO ASME Y14.5M DIMENSIONS IN [ ] IN MM DIMENSIONS IN INCHES CHECKED BY: ENGINEERING: CATALOG NO:SCALE DSIZE DRAWING NO. RECORDDATEREV Error: No reference Error: No reference ** VP2-ASQ.dftjdietrich09/16/21 XXX 05/19/05 XXX 05/19/05 PV:1 7.762 7.500 7.500 9.300 7.731 6.260 5.000 7.7 " Compatible with universal arm mount, adjustable arm mount, and decorative arm mount. The WA option uses the same wall bracket but replaces the decorative arm with an adjustable arm. XX XX/XX/XX ECO-XXXX XXX XXX D C B A 128765432 D C B A 12876543 This document contains confidential and proprietary information of HubbellLighting. Receipt or possession of this document does not convey anyrights to reproduce or disclose its contents, or to make, use , or sellanything it may disclose. Reproduction, disclosure, or use of the documentor its contents, without the specific written authorization of HubbellLighting, may violate the intellectual property rights of Hubbell Lighting. UNSPECIFED TOLERANCES: INCHESX.X=u0.1 X.XX=u0.03 X.XXX=u0.010FRACTIONS=u1/32 ANGULAR TOLERANCE=u1v CRITICAL DIMENSIONS PART NO: REV. FINISH:MATERIAL: THIRD ANGLE PROJECTION DRAWN BY: DO NOT SCALE PRINT CONFORMS TO ASME Y14.5M DIMENSIONS IN [ ] IN MM DIMENSIONS IN INCHES CHECKED BY: ENGINEERING: CATALOG NO:SCALE DSIZE DRAWING NO. CHCKDESNRECORDDATEREV SHT 22 SHTS Error: No reference Error: No reference * * * VP2-ASQ.dftjdietrich09/16/21 XXX 05/19/05 XXX 05/19/05 PV:1 7.762 7.500 7.500 9.300 7.731 6.260 5.000 9.3" 14.373 5.000 16.756 21.756 3.477 5.0" MOUNTING A–STRAIGHT ARM MOUNT ASQU–UNIVERSAL ARM MOUNT AAU–ADJUSTABLE ARM FOR POLE MOUNTING ADU–DECORATIVE UPSWEPT ARM MAF–MAST ARM FITTER K–KNUCKLE T–TRUNNION WM–WALL MOUNT currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 14 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 81 DATE:LOCATION: TYPE:PROJECT: CATALOG #: Instruction Sheet: 93158127_P1Hubbell Lighting701 Millennium Blvd.Greenville, SC 29607 Technical Support: (864) 678-1000Fax: (864) 898-1065www.hubbell.com VPR2x HSS-90-B-xx VPR2x HSS-90-S-xx VPR2x HSS-90-S-xx VPR2x HSS-270-BSS-xx VPR2x HSS-270-FSS-xx VPR2x HSS-270-FSB-xx VPR2x HSS-270-FSB-xx VPR2x HSS-360-xx VPR2x HSS-90-F-xx VPR2 HOUSE SIDE SHIELD ACCESSORY NOMENCLATURE:"x" denotes size 1, 2, 3, or 4"xx" denotes color selection (DBT, GTT,WHT, etc.) HSS has a depth of 5" for all Viper sizes Not to be used with Occupancy Sensors as the shield may block the light to the sensor. ADDITIONAL INFORMATION (CONTINUED) HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES currentlighting.com/securitylighting © 2022 HLI Solutions, Inc. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 15 of 15 Rev 03/04/24 SL_VIPERSPEC_R08 VIPER Area/Site VIPER LUMINAIRE Agenda Page 82 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2026-____ RESOLUTION APPROVING THE CONDITIONAL USE PERMIT AND SITE PLAN FOR MCDONALD’S LOCATED AT LOT 1, BLOCK 2, LABEAUX COMMERCIAL CENTRE ADDITION, ALBERTVILLE, WRIGHT COUNTY, MINNESOTA. WHEREAS, Tom Meyer, with Landform, the applicant, has made an application on behalf of McDonald’s, USA, LLC, for a conditional use permit to allow a drive-through lane and site plan and building review approval for a restaurant, at Lot 1, Block 2, LABEAUX COMMERCIAL CENTRE ADDITION; and WHEREAS, the Planning Commission reviewed the Conditional Use Permit request at a duly noticed Public Hearing on October 13, 2026, and recommended approval of the request; and WHEREAS, the drive-through is not in conflict with the Comprehensive Plan; and WHEREAS, the proposed drive-through generally meets performance standards of the Albertville Zoning Code; and WHEREAS, where the proposed drive-through is not consistent with the Albertville Zoning Code, conditions have been included to address the inconsistencies; and WHEREAS, site plan review is intended to ensure the implementation of the Comprehensive Plan, zoning district standards, and zoning design standards; and WHEREAS, the Albertville Planning Commission reviewed the proposed site plan and found them generally consistent with the zoning district and design standards, with conditions of approval; and WHEREAS, the City of Albertville City Council reviewed the proposed improvements at their _____, 2026, meeting and found the proposed site plan to be generally consistent with applicable zoning standards; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of Albertville, Wright County, Minnesota, hereby approves the McDonald’s conditional use permit for a drive- through lane and site and building plans subject to the following conditions: 1. The CUP shall not be in effect and building permits shall not be issued until the final plat of LaBeaux Commercial Development is recorded 2. The location and layout of structures and facilities on the lot shall be substantially consistent with the plans submitted to the city and reviewed with this request with the exception of where revisions are required with this approval. Agenda Page 83 City of Albertville Resolution No. 2026-__ Meeting of ____, 2026 Page 2 3. Before a building permit may be issued the following is required: a. The LaBeaux Commercial Centre Addition final plat must be approved by the city and recorded with the county with applicable cross access easement and drainage and utility easements. b. The site plan must be revised to meet the required number of parking spaces for employees. Based on the maximum number of employees on shift, five spaces are required. c. The grading, drainage, and final site plans shall be subject to the review and approval of the City Engineer. d. The utility plan shall be subject to the review and approval of the City Engineer. e. The erosion and sediment control plan shall be subject to the review and approval of the City Engineer. 4. Stacking in the drive-through lane shall not interfere with onsite traffic circulation or access to required parking spaces. 5. No part of the public street or boulevard shall be used for stacking of automobiles. 6. If glare from elements within the drive-through lane or vehicles within the drive- through lane are identified to be a nuisance, the city may require additional screening. 7. The applicant shall pay all fees and escrow costs related to the application. 8. The applicant shall comply with all applicable local, state, and federal permits and requirements for the new development on the parcel. Adopted by the City Council of the City of Albertville this ____ day of ____ 2026. ___________________________ Jillian Hendrickson, Mayor ATTEST: _____________________________ Kristine A. Luedke, City Clerk Agenda Page 84 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO. 2026 -___ ORDINANCE AMENDING ORDINANCE CHAPTER 5200,SECTION 5200.20 LABEAUX COMMERCIAL CENTRE The City Council of the City of Albertville, Minnesota hereby ordains: Section 1. Amendment. Chapter 5200 PUD Planned Unit Development District, Section of the Albertville Zoning Ordinance is hereby amended to add the underlined text: 5200.20 LaBeaux Commercial Centre C. Special PUD Conditions: 1. Curb barriers must meet the setbacks established in 1200.4 (H) 16. of the zoning ordinance except for the shared lot line between Lot 1 and Lot 2, Block 1, LaBeaux Commercial Centre within the PUD 2. Development of lots within the PUD are subject to Site and Building Plan Review. 3. Any approved conditional use within the PUD must meet the conditions established for the applicable use in the B-3 district, except: a. Automobile repair – minor uses with drive-through service lanes may be allowed on Lot 2, Block 1 with a minimum lot area of 20,000 sq. ft. and a minimum lot width of 100 ft. 4. The number of required parking spaces in the B-3/PUD shall be the same as the B-3 district. 5. Any deviations from the approved site plans may require an amendment to the LaBeaux Commercial Centre PUD B-3/PUD zoning district or a conditional use permit, as established in the zoning ordinance. 6. Lots 1 and 2, Block 1 and Lots 1, 2, and 3, Block 2, LaBeaux Commercial Center, shall be considered to have the front of the lot abutting LaBeaux Avenue North. 7. Species selected for landscaping on any lot or outlot within the PUD may vary from the suitable species list in the zoning ordinance but may not include species identified as prohibited in the zoning ordinance. 8. Ground signs within the PUD shall be limited to one single pylon sign, up to 30 ft. in height for the entire PUD, with space for each lot in the entire PUD; or one monument sign for each lot within the PUD with a maximum height of 12 ft. 9. Drive-through lanes may reduce required screening height from six feet to four feet in height. Agenda Page 85 Section 2. The remainder of the code. Numbering within sections of the Albertville Zoning Ordinance shall be adjusted in tandem to include the amendments within this ordinance. Section 3. This Amendment shall be in full force and effective immediately following its passage and publication. Adopted by the City Council of the City of Albertville this ___ day of ____, 2026. ___________________________ Jillian Hendrickson, Mayor ATTEST: _____________________________ Kristine A. Luedke, City Clerk Agenda Page 86 Planning Commission Request for Recommendation October 13, 2026 ACTION REQUESTED The Planning Commission is asked to conduct a public hearing and make a recommendation to the City Council on an Ordinance Amendment to the Zoning Ordinance regarding the permissibility of cottage food businesses as a home occupation. BACKGROUND Staff have identified a community-derived need to update Chapter 1600 of the Zoning Ordinance to explicitly permit and regulate Cottage Food producers in accordance with the State of Minnesota's Cottage Food Law (Minn. Stat. § 28A.152). Currently, Section 1600.4 (Home Occupations) of the Albertville Zoning Ordinance prohibits the over-the-counter sale of merchandise produced off the premises. However, the code lacks explicit language addressing the direct-to-consumer sale of goods produced on the premises, creating ambiguity for home- based bakers and food makers. Several surrounding municipalities have opted to regulate these businesses by updating their Home Occupation standards or requiring specific administrative and interim use permits. Surrounding and peer Minnesota municipalities regulate home occupations and direct-to- consumer cottage food sales through a variety of tiered permitting frameworks and specific performance standards. Salient points for adjacent communities are outlined as follows: a. Buffalo and Rogers utilize a tiered approach where higher-impact or non-standard home occupations require an Interim Use Permit (IUP) to establish operational conditions that protect neighborhood character. b. Monticello and Otsego permit administrative approvals for home businesses while restricting off-premises retail, whereas St. Michael accommodates accessory retail under strict performance thresholds, capping retail floor space at 25% of the principal building, and mandating dedicated off-street parking. c. Delano requires home occupation permits that limit direct transactions by mandating appointment-only customer visits or remote fulfillment via delivery and internet sales. d. North St. Paul classifies Minnesota Department of Agriculture-registered cottage food producers as administrative home occupations with caps on concurrent on-site customers. e. Andover and Fridley integrate State Statute § 28A.152 directly into their code standards to balance home-based enterprise with residential parking and nuisance controls TO: Chair Buhrmann and Members of the Planning Commission FROM: TJ Hofer, Consultant Planner Garrett Stone, Consultant Planner AGENDA ITEM: Public Hearing for Ordinance Amendment Relating to the Regulation Home Occupations and Cottage Food Businesses Agenda Page 87 Planning Commission Request for Recommendation – October 13, 2026 Planning – Ordinance Amendment for Home Occupations Page 2 of 4 ORDINANCE AMENDMENT The following text includes the existing code language (italics), added text (red and underlined), and stricken text (red and struckthrough), as well as staff’s consideration of the proposed changes. Chapter 200 Rules and Definitions, Section 200.2: Definitions Cottage Food Producer: An individual who prepares and sells non-potentially hazardous (shelf-stable) food or beverage products directly to the consumer from their residential home kitchen, provided they are registered with the Minnesota Department of Agriculture and operate in full compliance with Minnesota Statutes, Section 28A.152. Purpose. Provide a clear definition of this term and ensure consistency with state statute regarding product safety. Chapter 1600.4.A: Requirements; General Provision 5. There shall be no exterior storage of equipment or materials used in the home occupation, except personal automobiles used in the home occupation may be parked on the site, and a registered Cottage Food Producer may utilize one temporary outdoor stand for the direct-to-consumer sale of cottage food products during permitted operating hours (7:00 a.m. to 10:00 p.m.). All stands, unsold products, and associated equipment must be removed and stored entirely within the principal dwelling at the close of daily operations Purpose. To allow registered Cottage Food Producers to use temporary outdoor stands for daytime sales, while ensuring all stands, materials, and unsold products are stored indoors at the close of business to prevent permanent exterior storage. 7. There shall be no exterior display or exterior signs or interior display or interior signs which are visible from outside the dwelling with the exception of directional and identification/business signs to the extent authorized by the provisions of the city code relating to signs and as permitted in item 5. Purpose. To create a specific exception that permits the daytime display of cottage foods on a temporary stand, while maintaining the city's general prohibition against commercial yard displays and business signage in residential areas. Chapter 1600.4.B: Requirements; General Provision 3. Permitted home occupations include, and are limited to: art studio, dressmaking, secretarial services, state licensed daycare facilities serving fourteen (14) or fewer persons, foster care, professional offices and teaching with musical, dancing and other instructions which consists of no more than one pupil at a time, cottage food producers compliant with Minn. Stat. § 28A.152, and similar uses. Purpose. Explicitly add Minnesota Department of Agriculture (MDA)-registered Cottage Food Producers to the list of permitted home occupations by administrative approval. Agenda Page 88 Planning Commission Request for Recommendation – October 13, 2026 Planning – Ordinance Amendment for Home Occupations Page 3 of 4 5. Direct-to-consumer sales and customer pickups of merchandise are prohibited, except for cottage food products produced on the premises in compliance with state regulations. Purpose. Resolve the conflict with retail sales by allowing direct sales of goods made on the property, while maintaining the equipment restrictions and prohibiting off-premises merchandise in 1600.4.B.4. This creates a standard for how residential sales are handled. Review Consideration The Zoning Ordinance states that the Planning Commission shall consider possible adverse effects of the proposed amendment. Its judgment shall be based upon, but not limited to, the following factors: 1. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official city comprehensive plan. 2. The proposed use is or will be compatible with present and future land uses of the area. 3. The proposed use conforms with all performance standards contained herein. 4. The proposed use will not tend to or actually depreciate the area in which it is proposed. 5. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. 6. Traffic generation by the proposed use is within the capabilities of streets serving the property. Staff believe that the proposed ordinance amendment is consistent with the review considerations and will help clarify standards within the zoning ordinance. It’s possible many of these types of businesses are operating within the city currently and selling directly to their customers without notice or complaint. The proposed use remains compatible with present and future residential land uses by strictly confining food production to the principal dwelling and products to be brought indoors daily, the amendment ensures that operations will not depreciate the surrounding area or generate traffic beyond the safe capabilities of local streets. Furthermore, small-scale home baking and food preparation utilizes standard residential kitchen equipment, ensuring the use can be easily accommodated without overburdening the city's existing public water, sewer, or service capacity. Compliance with Comprehensive Plan The Zoning Ordinance must be consistent with the Albertville Comprehensive Plan. While not directly related to development and land use futures outlined in the Comprehensive Plan, this change to home occupations does support the desire for a small-town atmosphere and neighborliness. Further, the requirement to pack away all materials daily will help to maintain attractive neighborhoods. RECOMMENDATION: It is respectfully requested that Chair Buhrmann and Members of the Planning Commission consider the following: MOTION TO: Recommend approval of the ordinance amendment to Chapter 1600 of the Zoning Ordinance, relating to the permissibility of cottage food producers and home occupations. Agenda Page 89 Planning Commission Request for Recommendation – October 13, 2026 Planning – Ordinance Amendment for Home Occupations Page 4 of 4 Attachments: 1. Proposed Ordinance Amendment 2. Public Notice 3. Zoning Map 4. Chapter 1600 of the City Code 5. Cottage Food Production Research from Neighboring Cities Agenda Page 90 Page 1 10/XX/2026 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO. 2026-___ AN ORDINANCE AMENDING THE ALBERTVILLE CITY CODE AND ZONING ORDINANCE RELATING TO THE STANDARDS AND PERMISSIBILITY OF HOME OCCUPATIONS AND COTTAGE FOOD BUSINESSES The City Council of the City of Albertville, Minnesota, hereby ordains: Section One: Appendix A: City of Albertville Zoning Ordinances, Chapter 200: Rules and Definitions of the Albertville City Code is hereby amended, inserting the following underlined language: “200.2: DEFINITIONS: The following words and terms, wherever they occur in this ordinance, shall be interpreted as herein defined: COTTAGE FOOD PRODUCER: An individual who prepares and sells non-potentially hazardous (shelf-stable) food or beverage products directly to the consumer from their residential home kitchen, provided they are registered with the Minnesota Department of Agriculture and operate in full compliance with Minnesota Statutes, Section 28A.152. Section Two: City of Albertville Zoning Ordinances, Chapter 1600: Home Occupations of the Albertville City Code is hereby amended, inserting the following underlined language: “1600.4.A.5: REQUIREMENTS; GENERAL PROVISIONS 5. There shall be no exterior storage of equipment or materials used in the home occupation, except personal automobiles used in the home occupation may be parked on the site, and a registered Cottage Food Producer may utilize one temporary outdoor stand for the direct-to-consumer sale of cottage food products during permitted operating hours (7:00 a.m. to 10:00 p.m.). All stands, unsold products, and associated equipment must be removed and stored entirely within the principal dwelling at the close of daily operations.” “1600.4.A.7: REQUIREMENTS; GENERAL PROVISIONS 7. There shall be no exterior display or exterior signs or interior display or interior signs which are visible from outside the dwelling with the exception of directional and identification/business signs to the extent authorized by the provisions of the city code relating to signs and as permitted in item 5 above.” Agenda Page 91 Page 2 10/XX/2026 “1600.4.B.3: REQUIREMENTS; GENERAL PROVISIONS Permitted home occupations include, and are limited to: art studio, dressmaking, secretarial services, state licensed daycare facilities serving fourteen (14) or fewer persons, foster care, professional offices and teaching with musical, dancing and other instructions which consists of no more than one pupil at a time, cottage food producers compliant with Minn. Stat. § 28A.152, and similar uses.” “1600.4.B.5: REQUIREMENTS; GENERAL PROVISIONS 5. Direct-to-consumer sales and customer pickups of merchandise are prohibited, except for cottage food products produced on the premises in compliance with state regulations.” Section Three: This amendment shall be in full force and effective upon its passage and publication. Adopted by the City Council of the City of Albertville on this ___th day of October 2026. Jillian Hendrickson, Mayor ATTEST: Kristine A. Luedke, City Clerk Agenda Page 92 CITY OF ALBERTVILLE COUNTY OF WRIGHT STATE OF MINNESOTA NOTICE OF PUBLIC HEARING Notice is hereby given that the Albertville Planning Commission will hold a public hearing at 7:00 p.m. or as soon thereafter on Tuesday, October 13th, 2026, at the Albertville City Hall, located at 5959 Main Avenue NE, for the purpose of amending the City Code Appendix A Zoning Ordinance Chapter 1600 Home Occupations to amend the standards and provisions to allow Cottage Food businesses as regulated by the State of Minnesota. Notice is further given that any written or oral comments from citizens regarding the proposed zoning ordinance amendments will be heard at the public hearing. All interested persons are invited to attend the meeting and will be afforded the opportunity to speak on the applications during the public hearing. Kris Luedke Albertville City Clerk Date of Publication: September __, 2026 Agenda Page 93 Agenda Page 94 1 1. See section 10-2-1 and title 10, chapter 3 of the city code for building and fire codes. 1500.10: ENFORCEMENT: The zoning administrator or building official shall have the authority to order the stopping of any and all site improvement activities when and where a violation of the provisions of this chapter has been officially documented by the building official. (Ord. 1988-12, 12-19-1988) AL849 Zoning Ordinance - Appendix A App A-1600 CHAPTER 1600 HOME OCCUPATIONS SECTION: 1600.1: Purpose 1600.2: Application 1600.3: Procedures And Permits 1600.4: Requirements; General Provisions 1600.5: Nonconforming Use 1600.6: Inspection 1600.1: PURPOSE: The purpose of this chapter is to prevent unfair competition with business districts and to provide a means through the establishment of specific standards and procedures by which home occupations can be conducted in residential neighborhoods without jeopardizing the health, safety and general welfare of the surrounding neighborhood. In addition, this chapter is intended to provide a mechanism enabling the distinction between permitted home occupations and special or customarily "more sensitive" home occupations so that permitted home occupations may be allowed through an administrative process rather than a legislative hearing process. (Ord. 1988-12, 12-19-1988) 1600.2: APPLICATION: Subject to the nonconforming use provisions of this ordinance, all occupations conducted in the home shall comply with the provisions of this chapter. This chapter shall not be construed, however, to apply to home occupations accessory to farming. (Ord. 1988-12, 12-19-1988) 1600.3: PROCEDURES AND PERMITS: A. Permitted Home Occupation: Any permitted home occupation, as defined in this chapter, shall be a permitted accessory use without requiring the issuance of a city license provided they comply with the performance standards of subsections 1600.4A and B of this chapter. B. Special Home Occupation: Any home occupation which does not meet the specific requirements for a permitted home occupation, as defined in this chapter, shall require a special home occupation license. Such license shall be issued subject to the conditions of this chapter, other applicable city regulations and state law. This license may be issued by the zoning administrator or his agent based upon proof of compliance with the provisions of this chapter. Application for the permitted home occupation license shall be accompanied by a fee as established in section 3-1-3 of the city code. If the administrator denies a special home occupation license to an applicant, the applicant may appeal the decision to the city council, which shall make the final decision. The license shall remain in force and effect until such time as there has been a change in conditions or until such time as the provisions of this chapter have been changed. At such time as the city has reason to believe that either event has taken place, a public hearing shall be held before the planning commission. The council shall make a final decision on whether or not the permit holder is entitled to the license. C. Declaration Of Conditions: The zoning administrator may impose such conditions of the granting of a special home occupation license as may be necessary to carry out the purpose and provisions of this chapter. Agenda Page 95 D. Effect Of License: A special home occupation license may be issued for a period of one year, after which the license may be renewed for periods of up to three (3) years each. Each application for license renewal shall, however, be processed in accordance with the procedural requirements of the initial special home occupation license. E. Lapse Of Special Home Occupation License By Nonuse: Whenever, within one year after granting a license, the use as permitted by the license shall not have been initiated, then such license shall become null and void unless a petition for extension of time in which to complete the work has been granted by the council. Such extension shall be requested in writing and filed with the zoning administrator at least thirty (30) days before the expiration of the original license. There shall be no charge for the filing of such petition. The request for extension shall state facts showing a good faith attempt to initiate the use. Such petition shall be presented to the planning commission for a recommendation and to the council for a decision. F. Reconsideration: Whenever an application for a license has been considered and denied by the council, a similar application for a license affecting substantially the same property shall not be considered again by the planning commission or council for at least six (6) months from the date of its denial unless a decision to reconsider such matter is made by not less than four- fifths (4/5) vote of the entire city council. G. Reiteration Of License: An applicant shall not have a vested right to a license renewal by reason of having obtained a previous license. In applying for and accepting a license, the license holder agrees that his monetary investment in the home occupation will be fully amortized over the life of the license and that a license renewal will not be needed to amortize the investment. Each application for the renewal of a license will be reviewed without taking into consideration that a previous license has been granted. The previous granting or renewal of a license shall not constitute a precedent or basis for the renewal of a license. (Ord. 1988-12, 12-19-1988; amd. 2005 Code; Ord. 2014-03, 2-3-2014; Ord. 2017-01, 1-3-2017) 1600.4: REQUIREMENTS; GENERAL PROVISIONS: All home occupations shall comply with the following general provisions and, according to definition, the applicable requirement provisions: A. General Provisions: 1. No home occupation shall produce light glare, noise, odor or vibration that will in any way have an objectionable effect upon adjacent or nearby property. 2. No equipment shall be used in the home occupation which will create electrical interference to surrounding properties. 3. Any home occupation shall be clearly incidental and secondary to the residential use of the premises, should not change the residential character thereof, and shall result in no incompatibility or disturbance to the surrounding residential uses. 4. No home occupation shall require internal or external alterations or involve construction features not customarily found in dwellings except where required to comply with local and state fire and police recommendations. 5. There shall be no exterior storage of equipment or materials used in the home occupation, except personal automobiles used in the home occupation may be parked on the site. 6. The home occupation shall meet all applicable fire and building codes 1 . 7. There shall be no exterior display or exterior signs or interior display or interior signs which are visible from outside the dwelling with the exception of directional and identification/business signs to the extent authorized by the provisions of the city code relating to signs 2 . 8. All home occupations shall comply with all Albertville city regulations. 9. No home occupation shall be conducted between the hours of ten o'clock (10:00) P.M. and six o'clock (6:00) A.M. unless said occupation is contained entirely within the principal building and will not require any on street parking facilities. 10. Home occupations shall not create a parking demand in excess of that which can be accommodated in an existing driveway, where no vehicle is parking closer than fifteen feet (15') from the curb line or edge of paved surface. B. Requirements; Permitted Home Occupation: 1. No person other than those who customarily reside on the premises shall be employed. 2. All permitted home occupations shall be conducted entirely within the principal building and may not be conducted in an accessory building. 3. Permitted home occupations include, and are limited to: art studio, dressmaking, secretarial services, state licensed daycare facilities serving fourteen (14) or fewer persons, foster care, professional offices and teaching with musical, dancing and other instructions which consists of no more than one pupil at a time, and similar uses. 4. The home occupation shall not involve any of the following: repair service or manufacturing which requires equipment other than found in a home; teaching which customarily consists of more than one pupil at a time; over theAgenda Page 96 counter sale of merchandise produced off the premises. C. Requirements; Special Home Occupation: 1. No person, other than a resident, shall conduct the special home occupation, except where the applicant can satisfactorily prove unusual or unique conditions or need for nonresident assistance and that this exception would not compromise the intent of this ordinance. 2. Examples of special home occupations include: barber and beauty services, state licensed daycare facilities serving fourteen (14) or fewer persons with two (2) or more employees, photography studio, group lessons, saw sharpening, small appliances and small engine repair and the like. 3. The special home occupation may involve any of the following: stock in trade incidental to the performance of the service, repair service or manufacturing which requires equipment other than customarily found in a home, the teaching with musical, dancing and other instruction of more than one pupil at a time. 4. Special home occupations may be allowed to accommodate their parking demand through utilization of on street parking. In such case where on street parking facilities are necessary, however, the council shall maintain the right to establish the maximum number of on street spaces permitted and increase or decrease that maximum number when and where changing conditions require additional review. (Ord. 1988-12, 12-19-1988; amd. 2005 Code; Ord. 2014-03, 2-3-2014) Notes 1 1. See section 10-2-1 and title 10, chapter 3 of the city code. 2 2. See title 10, chapter 7 of the city code. 1600.5: NONCONFORMING USE: Existing home occupations lawfully existing on the effective date hereof may continue as nonconforming uses. They shall, however, be required to obtain licenses for their continued operation. Any existing home occupation that is discontinued for a period of more than one hundred eighty (180) days, or is in violation of the provisions of this ordinance under which it was initially established, shall be brought into conformity with the provisions of this chapter. (Ord. 1988-12, 12-19-1988) 1600.6: INSPECTION: The city hereby reserves the right upon issuing any home occupation license to inspect the premises in which the occupation is being conducted to ensure compliance with the provisions of this chapter or any conditions additionally imposed. (Ord. 1988-12, 12-19-1988) AL849 Zoning Ordinance - Appendix A App A-1700 CHAPTER 1700 DAYCARE NURSERY FACILITIES SECTION: 1700.1: Purpose 1700.2: Application 1700.3: Declaration Of Conditions 1700.4: Site Plan Drawing Necessary 1700.5: General Provisions 1700.6: Nonconforming Use 1700.7: Inspection 1700.1: PURPOSE: Agenda Page 97 City Land Use Permit Code Example Ordinance Albertville Retail Not Permitted “The home occupation shall not involve any of the following:…; over the counter sale of merchandise produced off the premises.” Sec. 1600.4: Requirements; General Provisions Buffalo Interim Use Permit for Special Home Occupation “Any home occupation which does not meet the specific requirements for a permitted home occupation as defined in this section shall require a special home occupation permit which shall be applied for, reviewed and disposed of in accordance with the provisions of section 50-404 as an interim use permit.” Sec. 50-427. Home occupations. Delano Home Occupation Permit (with renewal required) “Customer service conducted on the premises of the home occupation must be arranged by appointment only. No drive-up business is allowed. No sale of products or merchandise shall occur on the lot or within any structures or buildings on the lot, except as may be conducted through the use of the U.S. mail, commercial delivery services by a vehicle no larger than a step van, or by taking and ordering delivery of orders by telephone or Internet sales.” Sec. 51.03 Subd. H Monticello Administrative Permit or Conditional Use Permit (depending on specific use); CUP for Retail “Administrative home occupation shall not involve any of the following:…; over-the-counter sale of merchandise produced off the premises, except for brand name products that are not marketed and sold in wholesale or retail outlet.” “Conditionally permitted home occupations may be established only after securing a CUP…” Sec. 153.092 (D)(18) Home occupations. Otsego Administrative Permit for Retail “Home occupations shall not involve any of the following: 3. Over the counter retail sale of merchandise produced off the premises.” [M-1 District]: “Open or outdoor sales, rental or display as an accessory use in association with an allowed principal use provided that: 1. The area so occupied shall not exceed ten percent (10%) of the principal building. 2. No storage or display of merchandise shall be permitted in required rear, side or front yards and shall be limited to the area of the customer entrances. 3. The outdoor sales, rental or display area shall be included in the calculations for parking spaces required for the use and shall not occupy space required for parking as stipulated by chapter 11-21 of this title, except as may be exempted for cause by the Zoning Administrator.” Sec. 11-28-4: General Provisions; Sec. 11-70-4: Uses by Administrative Permit Rogers Home Occupations Type 1 “Home Occupation, Type III means a business at a residential property, within the R-1 Zoning District, with the potential for more impact to surrounding Sec. 125-84. Accessory Use Standards; Sec. Agenda Page 98 Permitted; Type II Permitted or Interim Use Permit; Type 3 Interim Use Permit property owners than a home occupation. This type of business is only allowed if all the conditions outlined in Sec. 125-84. Accessory Use Standards and all other applicable zoning ordinances can be met, and requires the issuance of an IUP. The council may require compliance with any reasonable conditions, restrictions or limitations necessary to protect the character of the area.” 125-102. Definitions St. Michael Home Occupation Permitted with Standards; Interim Use Permit for Special Home Occupation “(A) Accessory retail. (1) The use shall be located within the structure whose principal use is not retail sales. (2) The use shall be conducted in a clearly defined area of the principal building. (3) The area devoted to the use shall not occupy more than 25% of the gross building area. (4) Hours of operation shall be limited from 6:00 a.m. to 10:00 p.m. unless specifically modified by the City Council. (5) No internal advertising or display shall be visible from the exterior of the building. (6) Off-street parking shall be provided for both the principal and accessory uses in compliance with § 155.074. (7) Signage may occupy up to 25% of the monument sign area in compliance with §§ 155.081 through 155.087. Wall signs are prohibited. (B) Accessory structure. …” Sec. 155.033 Uses; Sec. 155.067 Accessory Use- Specific Standards. Agenda Page 99