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HomeMy WebLinkAbout2026-07-07 Planning Commission Agenda Packet1.Call to Order / Roll Call 2.Pledge of Allegiance 3.Agenda Approval 4.Open Forum – Public Comment Opportunity 5.Minutes a.June 4, 2026, Meeting Minutes 6.Unfinished Business a.Springs at Corcoran Preliminary Plat, Rezoning & Preliminary PUD 7.New Business a.Lost Loon Site Plan & Variance 8.Reports/Information a.Planning Project Update 9.Commissioner Liaison Calendar a.Commissioner Liaison Calendar 10.Adjournment Corcoran Planning Commission Agenda July 7, 2026 7:00 PM Springs at Corcoran Preliminary Plat, Rezoning & Preliminary PUD *Includes Materials - Materials relating to these agenda items can be found in the Council Chambers Agenda Packet book located by the entrance. The complete Council Agenda Packet is available electronically on the City website at www.corcoranmn.gov. 1 STAFF REPORT Agenda Item: 5.a Council Meeting: July 7, 2026 Prepared By: Seth Gellman. Community Development Administrative Assistant, Topic: June 4, 2026, Meeting Minutes Action Required: Approval Council Action Attachments 1. 2026-06-04 Planning Commission Minutes Draft.docx 2 Corcoran Planning Commission Minutes June 4, 2026 - 7:00 pm The Corcoran Planning Commission met on June 4, 2026, in Corcoran, Minnesota. Three Planning Commissioners were present in the Council Chambers. Members of the public were able to monitor the meeting through the city website. Present: Commissioners Hargreaves, Kozicky, and Zachman Also present: Planner Klingbeil 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval Motion: No motion was made to approve the June 4, 2026, Agenda. 4. Open Forum – Public Comment Opportunity Mary Frances McBain, 19526 103rd Avenue, addressed the Commission and requested installation of signs and receptacles for animal waste. She had concerns regarding future parkland in her neighborhood and drainage issues on her property. Motion: Made by Kozicky, seconded by Hargreaves, to close the Open Forum. Voting Aye: Hargreaves, Kozicky, and Zachman (Motion passed 3:0) 5. Minutes Motion: Made by Brummond, seconded by Kozicky, to approve the minutes for the May 7, 2026, Planning Commission Meeting. Voting Aye: Hargreaves, Kozicky, and Zachman (Motion passed 3:0) 6. New Business a. Public Hearing Springs at Corcoran Preliminary Plat, Rezoning, Preliminary PUD i. Staff Report (None). 3 ii. Public Hearing Motion: Made by Kozicky, seconded by Hargreaves, to table the Public Hearing to July 7, 2026, Planning Commission Meeting. Voting Aye: Hargreaves, Kozicky, and Zachman (Motion passed 3:0) ii. Commission Discussion & Recommendation (None). 7. Reports/Information a. Corcoran Economic Development Strategy – Planning Commission Session – June 4th Mary Bujold, President, Maxfield Research presented the Corcoran Economic Development Strategy presentation. b. Planning Project Update – Information Only 8. Adjournment Motion: Made by Kozicky, seconded by Hargreaves, to adjourn the June 4, 2026, Planning Commission meeting. Voting Aye: Hargreaves, Kozicky, and Zachman (Motion passed 3:0) The meeting adjourned at 7:34 PM Submitted by Seth Gellman, Community Development Administrative Assistant 4 STAFF REPORT Agenda Item: 6.a Council Meeting: July 7, 2026 Prepared By: Dwight Klingbeil, Planner Topic: Springs at Corcoran Preliminary Plat, Rezoning & Preliminary PUD Action Required: Summary The Planning Commission was originally scheduled to hold a public hearing and review this item at the June 4, 2026, meeting. However, additional information was needed from the applicant to conduct a thorough analysis of the request. Discussions with the applicant are ongoing, and the applicant intends to have all necessary information as soon as possible. Recommendation Staff recommends the Planning Commission make a motion to table the public hearing for this item to the August 6, 2026, Planning Commission meeting, at 7:00pm at Corcoran City Hall, 8200 County Road 116, Corcoran, MN 55340. Council Action 5 STAFF REPORT Agenda Item: 7.a Council Meeting: July 7, 2026 Prepared By: Seth Gellman. Community Development Administrative Assistant, Natalie Davis McKeown, Community Development Director Topic: Lost Loon Site Plan & Variance Action Required: Summary The applicant, Dan Sjobolm, requests approval of a Site Plan, Interim Use Permit (IUP), and Variance on behalf of Lost Loon LLC, a proposed cannabis cultivator, at 20120 Auger Ave. Council Action Attachments 1. 2026-07-02 Lost Loon SP, IUP, VAR.pdf 6 Page 1 of 19 STAFF REPORT Planning Commission Meeting: July 7, 2026 Prepared By: Natalie Davis McKeown Topic: Lost Loon Site Plan, Interim Use Permit, and Variance (PID 26-119-23-12-0013) (City File No. 26-012) Action Required: Recommendation Review Deadline: August 8, 2026 1. Application Request The applicant, Dan Sjobolm, requests approval of a Site Plan, Interim Use Permit (IUP), and Variance on behalf of Lost Loon LLC, a proposed cannabis cultivator, at 20120 Auger Ave. 2. Prior Review A concept plan for this application was reviewed by City Coun on March 26, 2026. Feedback was provided to the applicant as they considered their options to move forward with a formal application. 3. Context Zoning and Land Use The site consists of a 2.12-acre parcel. The property is zoned Light Industrial (I-1), guided Light Industrial, and is located within the Southeast District of the Metropolitan Urban Service Area (MUSA). The site is currently vacant. Surrounding Properties The guiding, zoning, and existing use of the surrounding properties are detailed in the table below. All surrounding properties are within the Metropolitan Urban Service Area (MUSA). Direction Guided Zoning District Use Figure 1 Site Location 7 Page 2 of 19 North Light Industrial I-1 Medical Device Company East Light Industrial I-1 Clothes Manufacturer South Light Industrial I-1 Contractor West Light Industrial I-1 Vacant; Agriculture Natural Characteristics of the Site The 2040 Comprehensive Plan Natural Resources Inventory Areas Map identifies an unnamed creek that is a tributary stream of South Fork Rush Creek. This stream runs near the western boundary of the site and is to the east of an Old Field upland community. Due to the creek, a majority of this site falls within the Shoreland Overlay District. A wetland delineation application was reviewed and certified by the City on May 28, 2026. It was confirmed there are two wetlands that are partially present on the site but extend outside the study area. Figure 2 Natural Resources Inventory Areas Map Figure 3 Wetland Delineation Exhibit 8 Page 3 of 19 4. Analysis Planning staff coordinated review of the application for consistency with the Comprehensive Plan, Zoning Ordinance, and other City Code requirements and City policies. The City Engineer provided comments in the attached Engineering Memo. Approval conditions require compliance with the Memo. A. Level of City Discretion in Decision-Making The City’s discretion in approving or denying a site plan and IUP is limited to whether the proposal meets the standards outlined in the City Code. If it meets these standards, the City must approve the application. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that the variance standards have been met. Conditions can be applied to mitigate the impact of granting the variance. B. Consistency with Ordinance Standards Use Lost Loon LLC intends to develop the site by constructing a 16,016 sq. ft. building to operate an indoor cannabis cultivation facility. The site will have access from the cul-de-sac of Auger Ave. A retail component is not proposed at this site. State licensed cannabis businesses that do not include retail or outdoor cultivation are a permitted use within the I-1 District. This use must be compliant with the performance standards in Section 1060.120 in the Zoning Ordinance for cannabis businesses, these standards are discussed later in this report. Figure 4 Site Plan 9 Page 4 of 19 Lot Standards The proposed lot is an existing, vacant lot of record created as part of the plat for Jack and Cheryl Addition recorded in 1995. The I-1 district standards are shown in the table below: Dimensional Standard I-1 Existing/Proposed Minimum lot area 1 acre 2.12 Acres Minimum lot width 100 feet ~153 feet Minimum lot depth 200 feet ~340 feet Minimum Principal Structure Setbacks: Front, from Major Roadways* 100 feet N/A Front, from all other streets 50 feet 64 feet Side (East, West, and South) 20 feet 100 feet (east) 91 feet (west) 29.5 feet (south) Rear (North) 20 feet 112 feet Adjacent to Residential 50 feet N/A Maximum Principal Building Height 45 feet 22.5 feet Maximum Impervious Surface Coverage 70% 28.9% *Major Roadways are state highways and county roads All minimum and maximum dimensional standards of the I-1 District are satisfied with the proposed site plan. However, the property is also located within the Shoreland Overlay District, which includes additional setback requirements. The Shoreland Overlay District requires sewered structures to be setback a minimum of 50 feet from the Ordinary High Water Level (OHWL) of a tributary river or stream. The creek is located immediately west of the property, and the proposed building is shown to be at least 91 feet from the west property line. Based on the submitted plans, the proposed building appears capable of satisfying the required 50-foot setback from the OHWL. However, the OHWL has not been identified on the site plan. As a condition of approval, the applicant shall identify the OHWL on the site plan and demonstrate compliance with the required 50-foot setback. While the maximum impervious surface coverage limit in the I-1 district is 70%, the Shoreland Overlay District limit is 25%. Based on the proposed site improvements, staff estimates the impervious surface coverage limit within the portion of the property located in the Shoreland Overlay is approximately 27.8%. The applicant’s narrative states the impervious surface coverage was reduced from approximately 36% as identified in the concept plan down to the current proposal by redesigning the site and minimizing the parking lot to the extent practicable. The applicant requests a variance to 10 Page 5 of 19 allow the proposed impervious surface coverage. Additionally, site modifications necessary to comply with zoning, engineering, and public safety requirements may affect the final amount of impervious surface required for the development. This issue is discussed further in the variance analysis section of this report. Refuse The applicant’s plans indicate that an exterior trash enclosure will be provided on the northeast corner of the building, but no details have been provided. Details on the trash enclosure must be provided as a condition of approval. The site must comply with the following performance standards in Section 1060.020 of the Zoning Ordinance: - No exterior incineration of trash or garbage. - No exterior storage of trash or garbage except in an accessory building enclosed by walls and a roof or in closed containers within a totally screened area. Screening The architectural elevations depict rooftop equipment that appear, based on the scale of the submitted elevations, to project more than three feet above the roof surface. Section 1060.030 exempts rooftop mechanical equipment less than three feet in height form screening requirements. For equipment exceeding three feet in height, the ordinance requires that the equipment be designed, located, and where necessary, screened so that it is aesthetically harmonious with the building as observed to a six-foot-tall individual standing at ground level on adjacent property or a public right-of-way. The applicant provided a perspective rendering from the cul-de-sac looking at the southeast corner of Figure 5 Refuse Area Figure 6 View of Rooftop Equipment from ROW 11 Page 6 of 19 the building which indicates no rooftop mechanical equipment will be visible from that viewpoint. However, the submitted rendering does not demonstrate visibility from all potentially affected viewpoints (adjacent property or public right-of-way (ROW)). As a condition of approval, the applicant shall demonstrate compliance with Section 1060.030 and/or provide additional screening, as necessary, prior to issuance of a building permit. Lighting The application includes a photometric plan reflecting two freestanding luminaires on the north and west side of the parking lot, and five wall mount fixtures on the exterior of the building (three on the east façade, one on the northeast façade, and one on the west façade). The photometric plan confirms that the combination of lights does not exceed one foot-candle at the property line or centerline of a public street. The wall light fixture and freestanding luminaire specifications confirm compliance with the City’s 0- degree cutoff requirements. The freestanding luminaire is specified to have a height of 20’ which is less than the heigh of the building (22.5’). The freestanding luminaire cannot exceed the height of the building or 30’; whichever is less, per Section 1060.040. Overall, the lighting plan is in compliance with the performance standards in the Zoning Ordinance. Building/Architecture The applicant’s narrative states the building will be a pre-cast concrete structure. This is consistent with allowed exterior finishes in Section 1060.050, Subd. 1(C) for non- residential zoning districts. The architectural plans show that the building will be primarily made of vertical textured light grey stained/painted pre-cast concrete, with two other accent colors along the top of the building – a dark grey stained/pained pre-cast concrete and a dark green stained/painted precast concrete. There are a few windows on the eastern façade of the building with a row of clerestory windows on the south façade. Figure 7 Eastern Building Facade 12 Page 7 of 19 Parking and Drive Aisles Section 1060.060 requires parking lots and internal drive aisles to be setback a minimum of 50’ from the front property line and 10’ from the side and rear property lines. The Shoreland Overlay District also requires parking to maintain the same 50’ setback required for the principal building. While the driveway providing vehicular access from the public street may encroach into the required front setback, the proposed parking lot and internal drive aisles may not. Revisions made to the site layout since the concept plan resulted in the proposed parking lot encroaching into the required 50’ front setback. The site plan shall be revised to demonstrate compliance with the required front setback for the parking lot and internal drive aisles. The proposal satisfies the side and rear setback requirements. Compliance with the Shoreland setback will be confirmed upon identification of the OHWL. The site plan reflects 90-degree parking stalls which must be at least 9’ wide, 18’6” long, and the drive aisle must be at least 26’ wide. The parking stalls meet these requirements. The site plan shows 19 parking spaces, including one accessible parking space. It is anticipated the full staff of the facility would be 10-15 people. The additional spaces leave room for additional personnel even in the event all staff must be on site at once. The applicable parking formula in the Zoning Ordinance is for Manufacturing, Processing, or Fabricating Facility, which reads as follows: 8 spaces plus one space for each 2 employees on the largest shift. A minimum of 8 spaces plus one space per 500 square feet of floor area is required. This results in a minimum requirement of 40 spaces per the Zoning Ordinance. This far exceeds the anticipated parking demand of the site even if all employees are at the facility at once. Further, requiring compliance with this standard would result in more impervious surface within the Shoreland Overlay District. The applicant requests an IUP Figure 8 Parking Lot 13 Page 8 of 19 to reduce the required off-street parking spaces. The IUP analysis is discussed later in this report. Landscaping The site is subject to the landscape standards outlined in Section 1060.070, which require the following: • One overstory tree per 1,000 sq. ft. of gross building floor area or one tree per 50 lineal ft. of site perimeter, whichever is greater. • One understory shrub for each 300 sq. ft. of building or one tree per 30 lineal ft. of site perimeter, whichever is greater. The formula based on the site perimeter of 1,206 linear feet results in the greater number of overstory trees at 24.12. The landscaping plan shows 24 overstory trees are required, but the City rounds up to the next whole unit of landscaping. In this case, 25 overstory trees are required. The landscaping plan proposes 23 overstory trees and 3 understory trees. The Zoning Ordinance allows up to 50% of the required overstory trees to be substituted with three understory trees. An equivalent of 24 overstory trees is Figure 9 Landscape Plan 14 Page 9 of 19 currently shown, and there is a condition of approval that one more overstory tree or equivalent be provided. No more than 33% of the required trees can be of a single species. With 25 overstory trees, no more than 8 trees can be from the same species. The landscaping plan does show 9 Balsam Fir trees in the planting schedule. The plan must be revised so that there are no more than 8 Balsam Fir trees and any other single species. The formula based on the building size of 16,016 sq. ft. results in the greater number of shrubs at 53.39. Again, the City requires landscaping to be rounded up to the next whole unit, so 54 shrubs are required. The landscaping plan currently shows 53. A condition of approval is for the landscaping plan to be revised to reflect 54 shrubs. Section 1060.060 requires parking areas with four or more stalls to be screened from properties guided or zoned residential and from public streets. This screening requirement comes in the form of shrubbery, which must be at least three feet in height, to screen vehicle headlights. It does not appear this would be required with the current proposed site layout. Additionally, a buffer yard is not be required for this project as the site is not adjacent to a residential property or a zoning district of less intensity. The seed mix for the proposed ground cover is a native grass. It will be a taller grass of roughly 2 feet tall and requires minimal maintenance. Staff does not recommend native grass to be planted within the ROW as this area does need to be regularly maintained. Staff recommends the following conditions of approval related to the native landscaping: - The site plan must be revised to reflect sod within the ROW. - Small signs explaining intentional native landscaping on the site near property boundaries, locations to be approved by staff, in an attempt to educate neighbors and the public to minimize code enforcement calls believing the grass is overgrown. - The applicant must provide a long-term maintenance plan for the native planting areas. This must particularly address how they will maintain the area east of the parking lot with trees. Solar Energy System The architectural plans show a solar array on the roof of the building. The use of solar panels is intentional to offset electricity demand from their operations. Roof mounted solar energy systems can be approved administratively through a Certificate of Compliance in all zoning districts. Non-residential rooftop systems may be pitched at an angle greater than 5% and shall be screened from adjacent public ROW and residential structures. Solar energy systems require a separate building permit. Minimal information was provided on the solar energy system with this application. A condition of approval is that information to confirm compliance with Section 1060.110 of the Zoning Ordinance must be submitted and a Certificate of Compliance issued prior to issuance of a building permit for the solar energy system. 15 Page 10 of 19 Cannabis Business Performance Standards The City's review is limited to confirming compliance with applicable local zoning standards. State licensing requirements will be administered separately by the Office of Cannabis Management. The business will be expected to comply with Section 1060.120 of the Zoning Ordinance as written. Specifically, establishments must implement comprehensive security measures, odor control, and a cannabis waste disposal plan. Some of these requirements are ultimately satisfied by complying with the State’s licensing requirements. Details on these measures are discussed in the applicant’s narrative enclosed with this report. Further detail will be provided to the City as they work through the licensing process with the state. A condition of approval is for the applicant to confirm that the security cameras will cover all areas of the building, both interior and exterior. Cannabis businesses are prohibited within 1,000 feet of a school or 500 feet of a day care, residential treatment facility, or an attraction within a public park that is regularly used by minors (e.g., playground or athletic field). Based on publicly available information as it relates to licensed daycares and schools, the proposed location satisfies these buffers. Utilities The site is located within the MUSA boundary and municipal sewer and water are available. Properties within this industrial area of the City were part of a street and utility project in 2014. Properties were assessed for the project cost, and staff confirmed this property was assessed through property taxes for this project. Water and sewer trunk line area charges (TLAC) and water and sewer connections with Corcoran, Maple Grove, and the Metropolitan Council will be due based on the current fee schedule. Since this lot was previously platted, it will only be charged 1 TLAC unit. The City Sewer and Water connection units are based on the SAC determination units Figure 10 Rooftop Solar Energy System 16 Page 11 of 19 from the Metropolitan Council. The Maple Grove connection fee is per acre. The Engineering Memo includes a few more comments as it relates to sewer and water. Stormwater The site plan depicts a stormwater treatment area. The Engineering Memo provides feedback as it relates to remaining stormwater requirements that must be addressed as conditions of approval. The stormwater pond and related facilities will require a recordable drainage and utility easement and stormwater maintenance agreement. Wetlands The wetland delineation completed for this site confirmed the presence of small portions of wetlands that are primarily located on neighboring properties. However, the site plan does not currently depict the wetland boundaries applicable to this site. A condition of approval is for the site plan to be updated to show these boundaries. Because the property was created prior to March 23, 2004 (as part of a plat approved in 1995), wetland buffers and buffer monuments are not required. Building setback requirements from the buffer are also not applicable to lots created prior to March 23, 2004. Sound The applicant submitted a Sound Source Control Plan addressing equipment identification, manufacturer sound data, operational characteristics, equipment setbacks, screening, vibration isolation, and a narrative regarding anticipated compliance with Minnesota Pollution Control Agency noise standards. While the submittal does not include a formal acoustical study or property-line noise modeling, staff finds the information sufficient to evaluate the application at this stage, subject to the applicant's continued obligation to comply with Minnesota Rule 7030 during construction and operation. Signage The applicant has not provided detailed information regarding signage for the site. The site must comply with Chapter 84 of the City Code, including (but not limited to) lighting and brightness standards. A separate sign permit for temporary and permanent signs will be required. Since the property is zoned I-1, it is allowed to have the following signage: Figure 11 Wall Sign - Eastern Facade 17 Page 12 of 19 • One freestanding sign, not to exceed 16 feet in height and 64 sq. ft. in copy area. • One wall sign on at the primary entrance not to exceed 10% of the primary building face. The building elevation does show a wall sign of the Lost Loon logo. While dimensions and other details will need to be confirmed as part of the sign permit process, it appears the wall sign will be able to comply with Chapter 84. The plans do not indicate the use of a freestanding sign. As part of the cannabis performance standards, signage must not depict cannabis leaves, use slang terms for cannabis, or appeal to minors. The proposed business name and logo do not include cannabis leaves, slang terms, nor are they designed to appeal to minors. Public Safety Public Safety completed an initial review of the proposed site plan on June 3, 2026. However, the final review comments are not yet available due to staff availability. Community Development staff understands that the extent of requirements for fire apparatus access may depend on whether the proposed building is equipped throughout with an approved automatic sprinkler system, as determined by the applicable Fire Chief. A fully sprinklered building may reduce the extent of fire apparatus access improvements required, thereby minimizing additional impervious surface not currently shown on the site plan. Conversely, if the building is not sprinklered, additional fire apparatus access improvements may be necessary (e.g., additional fire lane(s) and a City-standard turnaround), which could increase the amount of impervious surface on the site required for emergency services. Prior to issuance of grading or building permits, the site plan shall be revised, if necessary, to comply with the fire apparatus access requirements established by the applicable Fire Chief based on the final approved building design and fire protection systems. The final site design shall minimize additional impervious surface to the maximum extent practicable while meeting applicable fire and life safety requirements. Parks and Trails The 2040 Comprehensive Plan shows a proposed off-road trail near the western boundary of this property. However, this is expected to be dedicated with the development of the property to the west, and the trail would run along the western boundary of the creek. Park Dedication will not be required for this proposal, as no subdivision is proposed. IUP Section 1060.060, Subd. 10 allows for parking space reductions to be approved as an IUP when it can be demonstrated there is a demand which is less than the required parking formula. Staff believes the documented operations and staffing plan provide the 18 Page 13 of 19 necessary data to reduce the formal parking requirements for this facility to 19 spaces. The applicant’s narrative notes the 19 parking spaces will exceed the anticipated peak demand of 8-12 spaces. They expect to employ approximately 15 staff members in total, with approximately 5-8 employees present on-site at any given time. The estimated traffic of the site includes staggered employee trips and a small number of monthly deliveries (a few trucks per month). The proposed IUP includes a sunset clause that allows the parking demand to be re-evaluated if operational conditions change. Further, reducing the amount of required parking minimizes impervious surface coverage, advancing the purpose of the Shoreland Overlay District by preserving additional pervious area. The applicant further states the site design will limit stormwater runoff while allowing for increased incorporation of green infrastructure. The IUP is drafted so that it would include a sunset clause for when parking demand for the site exceeds 19 spaces for regular operational needs of the site. The property owner at such time would be required to submit a site plan amendment (and variance if also approved as part of this application) to discuss the site and expand the parking or reduce operations as necessary. Additionally, the parking requirements will automatically be revisited should the applicants expand their operations in the future or a new property owner changes to a new use. The IUP to reduce formal parking spaces to 19 must satisfy the following IUP criteria outlined in Section 1070.030, Subd. 3: A. Meet the requirements of a conditional use permit set forth in Section 1070.020, Subd. 3. a. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. Granting an IUP to reduce the parking space requirement for the proposed cannabis facility is not in conflict with the Comprehensive Plan. This property is guided Light Industrial in the 2040 Comprehensive Plan. Required parking in excess of the documented operational demand would increase impervious surface without a corresponding public benefit and would be inconsistent with the Shoreland Overlay District’s objective of limiting impervious coverage. The site plan reflects 19 spaces which is more than the anticipated number of total employees, so reliance on public streets is not expected even if all employees are at the site at one time. b. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. 19 Page 14 of 19 An IUP to reduce parking requirements based on the proposed business model will promote and enhance the general public welfare as it will retain natural green space on the property while minimizing impervious surface within the Shoreland Overlay. The applicant states that the site design will limit stormwater runoff volume and rate while allowing for increased incorporation of green infrastructure. There is enough parking for the users of the site, without creating a detriment or endangering the public health, safety, morals, or comfort of the surrounding area. c. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. Granting an IUP for reduced parking spots based on the documented business model will not be injurious to the use and enjoyment of other property in the immediate vicinity nor substantially diminish and impair property values within the neighborhood. There is more than enough parking stalls to accommodate anticipated parking demand on site, and the proposed plan keeps the site in line with what is expected in an industrial context while honoring the goals of the Shoreland Overlay District. d. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. Granting an IUP to reduce parking space requirements will not prevent nor discourage the normal and orderly development and improvement of the surrounding industrial property. The proposed 19 parking spaces exceed the applicant’s documented operational demand and provide sufficient parking for anticipated employees and site visitors. Reliance on the surrounding public streets for parking is not expected. e. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Existing public facilities and services are adequate to serve the proposed use. The parking reduction does not increase demand on public infrastructure because all parking associated with the use is required to be accommodated on-site. A condition of the IUP is that 20 Page 15 of 19 parking associated with the cannabis cultivation facility cannot occur on public streets. f. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. Except for the requested Shoreland Overlay impervious surface variance, the proposed development complies with the applicable district regulations. The requested parking reduction assists in minimizing impervious surface to the extent practicable. g. The conditional use and site conforms to performance standards as specified by this Chapter. The proposed parking reduction is specifically authorized through the IUP process established by Section 1060.060, Subd. 10. The site otherwise complies with all applicable performance standards with the proposed conditions of approval as outlined in this staff report. B. The use is allowed as an interim use in the respective zoning district. The ability to use an IUP to reduce parking requirements is not restricted to a specific zoning district. Therefore, the IUP is allowed within the I-1. C. The date or event that will terminate the use can be identified with certainty. The event that will terminate this use is identifiable with certainty. Staff proposes the following sunset clause: 1. The property is sold, transferred, or the cannabis cultivation business changes ownership or operational control. 2. Documented parking demand for the cannabis cultivation business exceeds 19 parking spaces for regular operations. 3. The cannabis cultivation business ceases. 4. The cannabis cultivation business expands, and the City determines the parking demand will increase. 5. The cannabis cultivation business fails to meet City and State requirements. 6. The City Council revokes the IUP pursuant to applicable ordinance provisions. The Planning Commission is asked to consider whether there are any other potential events that should be included in the sunset clause. 21 Page 16 of 19 D. The use will not impose additional unreasonable costs on the public. Granting an IUP to reduce the required number of parking spaces on the property will not create an additional and unreasonable cost to the public. E. The user agrees to any conditions that the City Council deems appropriate for permission of the use. Conditions of approval include the following: o No parking on adjacent public streets is allowed. All parking must be accommodated on site. o If documented parking demand for the cannabis cultivation business exceeds 19 parking spaces for regular operations, the applicant shall submit a site plan amendment (and variance, if applicable) for City approval. o The City may inspect the property every three years, or upon receipt of a parking-related complaint, to verify continued compliance with the conditions of this IUP. The Planning Commission may want to consider if there are other measures that should be recommended to mitigate the impact of granting permission to reduce the required parking for the proposed use. Variance The application requires a variance because the Shoreland Overlay District limits impervious surface coverage to 25%, while the proposed development is estimated by staff to result in approximately 27.8% impervious surface coverage. Due to outstanding zoning, engineering, and Public Safety review comments, staff recommends approving a maximum impervious surface coverage of 30% to provide flexibility for City-required site modifications while minimizing the need for additional variance proceedings. Section 1070.040 provides the following standards to review variance requests. 1. That there are practical difficulties in complying with the Zoning Ordinance. The League of Minnesota Cities defines a three-factor test for the term "practical difficulties": • The property owner proposes to use the property in a reasonable manner not otherwise allowed by the Zoning Ordinance. • The plight of the landowner is due to circumstances unique to the property and not created by the landowner; and • The variance will not alter the essential character of the locality. 22 Page 17 of 19 Section 1070.040, Subd. 2(B) of the Zoning Ordinance specifically identifies the last two factors as separate standards and they will be discussed individually. Therefore, the City typically uses this first standard to focus on evaluating the reasonableness of the request. 2. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. 3. That the granting of the variation will not alter the essential character of the locality. 4. The proposed variance would be in harmony with the general purposes and intent of the ordinance. 5. The variance is consistent with the Comprehensive Plan. 6. The City may impose conditions on the variance to address the impact of granting the variance. The applicant's narrative documents efforts to reduce impervious surface coverage from approximately 36% to the current proposal through redesigning the site and reduction of parking to the extent practicable. Staff also recommends approval of an IUP to reduce the required number of parking spaces based on the applicant's documented operational demand, further reducing impervious surface while maintaining industrial site functionality. Staff believes the requested variance represents a reasonable use of the property by allowing industrial development of the site while minimizing impervious surface to the extent practicable. The need for the variance is driven by the unique combination of the Shoreland Overlay District requirements and the dimensional constraints associated with developing an industrial site while accommodating required parking, stormwater management, landscaping, and emergency access. These site constraints are unique to the property and were not created by the applicant. Granting a variance to allow a maximum impervious surface coverage of 30% will not alter the essential character of the locality. The property is guided and zoned for industrial development, and the proposed use is consistent with the surrounding area. Although the variance permits a modest increase in impervious surface beyond the 25% Shoreland Overlay limit, the site continues to preserve significant open space and incorporates native prairie vegetation throughout the site. The variance facilitates a development pattern that remains consistent with the industrial character of the area while recognizing the environmental objectives of the Shoreland Overlay District and mitigating impacts associated with the requested increase in impervious surface. Granting the variance is generally consistent with the Comprehensive Plan, which guides the property for Light Industrial development while also recognizing the 23 Page 18 of 19 importance of protecting natural resources. Staff does not anticipate the final site design will require the full 30% impervious surface coverage; however, the additional flexibility is recommended solely to accommodate potential City-required revisions resulting from outstanding zoning, engineering, and Public Safety review. Staff recommends conditions requiring the final site design to minimize impervious surface to the maximum extent practicable while satisfying applicable zoning, engineering, and fire and life safety requirements. Additionally, staff recommends requiring a minimum 15’ setback between all impervious surface and delineated wetland boundaries. These conditions are intended to mitigate the impacts of the additional impervious surface while allowing reasonable development of the property. The Planning Commission is asked to discuss whether there are any additional conditions that should be added to mitigate the impact of granting the variance. Summary The following list is a summary of potential staff-identified topics for the Planning Commission to discuss: A. Site Plan  Are there additional conditions that could be added for rooftop equipment screening, if needed after final review. B. IUP  Does 19 parking spaces adequately reflect documented parking demand?  Are the proposed sunset events appropriate?  Should additional sunset events be included?  Are there additional operational conditions that should be imposed to ensure parking demand remains within the approved limit? C. Variance  Is approving 30% impervious surface (instead of the current estimated 27.8%) appropriate to accommodate potential City- required modifications?  Do the recommended conditions adequately mitigate the impact of granting the variance?  Are there additional mitigation measures that should be required? 5. Recommendation Staff recommends approval of the draft Resolution approving the Site Plan, IUP, and Variance for the cannabis cultivation facility subject to the conditions of approval outlined in this report. 24 Page 19 of 19 Attachments: 1. Draft Resolution 2. Application Narrative 3. Engineering Memo 4. Sound Source Control Plan 5. Site Plans 6. Architectural Plans 7. Photometric Plan 25 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 1 of 9 Motion By: Seconded By: A RESOLUTION APPROVING AN INTERM USE PERMIT, SITE PLAN, AND VARIANCE FOR LOST LOON, LLC AT 20120 AUGER AVE (PID 26-119-23-12-0013) (CITY FILE NO. 26-012) WHEREAS, Lost Loon, LLC (the “applicant”) requests approval of a Site Plan for construction of an approximately 16,016 square foot indoor cannabis cultivation facility for property described as follows: See Attachment A. WHEREAS, the applicant requests approval of an Interim Use Permit to reduce the required parking to 19 spaces. WHEREAS, the applicant requests approval of a Variance to allow up to 30% impervious surface coverage within the Shoreland Overlay District where 25% is permitted. WHEREAS, the Planning Commission reviewed the requests at a duly called Public Hearing and recommended approval, and; NOW, THEREFORE, BE IT RESOLVED that the Corcoran City Council approves the request for a Site Plan, Interim Use Permit, and Variance subject to the following findings and conditions: 1. A Site Plan, Interim Use Permit, and Variance are approved, in accordance with the plans received by the City on May 20, 2026, with additional material received on June 9, 2026, except as amended by this resolution. 2. The applicant shall comply with all requirements in the City Engineer Site Plan Review Memo dated June 8, 2026. 3. The development shall comply with the City’s requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. a. Prior to issuance of grading or building permits, the site plan shall be revised, if necessary, to comply with the fire apparatus access requirements established by the applicable Fire Chief. b. The final site design shall minimize additional impervious surface to the maximum extent practicable while meeting applicable fire and life safety requirements. 4. An indoor cannabis cultivation business is approved based on compliance with all applicable performance standards in Section 1060.120 of the Zoning Ordinance. 26 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 2 of 9 Ongoing compliance with these standards is required throughout the operation of the facility. 5. An interim use permit is granted to reduce the require parking spaces for the business to 19, subject to the following conditions and findings: a. The applicant provided the following data points to justify the reduction in parking requirements: i. Approximately 10-15 staff members are expected in total. ii. Approximately 5-8 employees are expected to be present on-site at any given time. iii. Visitors to the site, including monthly deliveries, are expected to be limited within any given month. iv. Anticipated peak demand is 8-12 spaces. b. Applicable criteria are satisfied as outlined in Section 1070.030 (Interim use Permits) of the Corcoran Zoning Ordinance: i. The application meets requirements of a conditional use permit set forth in Section 1070.020, Subd. 3: 1. The reduced parking space requirement is compliant with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. The property is guided Light Industrial in the 2040 Comprehensive Plan, and the reduced parking spaces will reduce the necessary impervious surface for consistency with the Shoreland Overlay District’s natural resource objectives. The site plan reflects 19 spaces which is more than the anticipated number of total employees, so reliance on public streets is not expected even if all employees are at the site at one time. 2. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals, or comfort. The reduced parking requirement will retain natural green space while minimizing impervious surface within the Shoreland Overlay District while providing ample parking for site functionality. 3. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. There is more than enough parking stalls to accommodate anticipated parking demand on site, and the proposed plan keeps the site in line with what is expected in an industrial context while honoring the goals of the Shoreland Overlay District. 27 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 3 of 9 4. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The proposed 19 parking spaces exceed the applicant’s documented operational demand and provide sufficient parking for anticipated employees and site visitors. Reliance on the surrounding public streets for parking is not expected. 5. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. The parking reduction does not increase demand on public infrastructure because all parking associated with the use is required to be accommodated on-site. 6. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. Except for the requested Shoreland Overlay impervious surface variance, the proposed development complies with the applicable district regulations. The requested parking reduction assists in minimizing impervious surface to the extent practicable. 7. The conditional use and site conforms to performance standards as specified by this Chapter. The proposed parking reduction is specifically authorized through the IUP process established by Section 1060.060, Subd. 10. The site otherwise complies with all applicable performance standards with the conditions of approval as outlined in this resolution. c. The use is allowed as an interim use in the respective zoning district. The ability to use an Interim Use Permit to reduce parking requirements is not restricted to a specific zoning district. Therefore, this use is allowed within the I-1 Zoning District. d. The date or event that will terminate the use can be identified with certainty. The following events will terminate the use: i. The property is sold, transferred, or the cannabis cultivation business changes ownership or operational control. ii. Documented parking demand for the cannabis cultivation business exceeds 19 parking spaces for regular operations. iii. The cannabis cultivation business ceases. iv. The cannabis cultivation business expands, and the City determines the parking demand will increase. v. The cannabis cultivation business fails to meet City and State requirements. vi. The City Council revokes the interim use permit pursuant to applicable ordinance provisions. e. The use will not impose additional unreasonable costs on the public. 28 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 4 of 9 f. The user agrees to the following conditions that the City Council deems appropriate for permission of the use. i. No parking on adjacent public streets is allowed. All parking must be accommodated on site. ii. If documented parking demand for the cannabis cultivation business exceeds 19 parking spaces for regular operations, the applicant shall submit a site plan amendment and variance (if applicable) for City approval. iii. The City may inspect the property every three years, or upon receipt of a parking-related complaint, to verify continued compliance with the conditions of this Interim Use Permit. 6. The requested variance to allow a 30% impervious surface limit within the Shoreland Overlay District is approved based on the following findings: a. That there are practical difficulties in complying with the Zoning Ordinance. The property is guided and zoned for Light Industrial and falls within the shoreland of a creek that runs just west of the property. Efforts have been made by the applicant to design the site for functionality while meeting all zoning performance standards, engineering standards, and public safety requirements. The requested variance represents a reasonable use of the property by allowing industrial development as envisioned for the site while minimizing impervious surface to the extent practicable. b. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The need for the variance is driven by the unique combination of the Shoreland Overlay District requirements and the dimensional constraints associated with developing an industrial site while accommodating required parking, stormwater management, landscaping, and emergency access. c. That the granting of the variation will not alter the essential character of the locality. d. The proposed variance would be in harmony with the general purposes and intent of the ordinance. The property is guided and zoned for industrial development, and the proposed use is consistent with the surrounding area. Although the variance permits a modest increase in impervious surface beyond the 25% Shoreland Overlay limit, the site continues to preserve significant open space and incorporates native prairie vegetation throughout the site. The variance facilitates a development pattern that remains consistent with the industrial character of the area while recognizing the environmental objectives of the Shoreland Overlay District and mitigating impacts associated with the requested increase in impervious surface. e. The variance is consistent with the Comprehensive Plan. Granting the variance is generally consistent with the Comprehensive Plan, which guides the property for 29 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 5 of 9 Light Industrial development while also recognizing the importance of protecting natural resources. f. The City may impose conditions on the variance to address the impact of granting the variance. The following are conditions of approval for the variance to mitigate the impact of granting the variance: i. The final site design must minimize impervious surface to the maximum extent practicable while satisfying applicable zoning, engineering, and fire and life safety requirements. Total impervious surface coverage within the Shoreland Overlay District shall not exceed 30% without further City approval. ii. A minimum 15-foot setback from the delineated wetland boundaries is required for impervious surfaces. 7. Trees, ponds, curb, retaining walls and other private improvements shall be located outside of the public street right-of-way and drainage and utility easement. a. If the City determines that encroachments are necessary, the applicant will be required to enter into an encroachment agreement with the City. b. Native plantings must not be located within the City right-of-way; permitted ground cover within the right-of-way is sod. 8. A building permit is required prior to beginning construction. 9. A Certificate of Compliance and separate building permit will be required for installation of a rooftop Solar Energy System. a. The applicant must submit detailed information of the proposed solar energy system to confirm compliance with Section 1060.110 of the Zoning Ordinance for review and approval by the City. 10. Sign permits will be required prior to construction of any temporary or permanent sign and must comply with Chapter 84 of the City Code. 11. Drainage and utility easements shall be provided over the stormwater pond and related facilities. 12. An irrigation system is required and shall be equipped with rain sensors to limit unnecessary watering. 13. All utility facilities, including but not limited to telephone, CATV, natural gas, and electric power, shall be located underground. Utilities will be installed at the applicant’s expense. 30 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 6 of 9 14. Facilities and equipment shall be removed within six months of becoming unnecessary or obsolete. 15. The following is required for native landscaping depicted on the landscape plan: a. Small signs explaining the intentional use of native landscaping near shared property boundaries are required. Locations and size to be approved by staff. b. The applicant must provide a long-term maintenance plan for the native planting areas with particular focus on how the area east of the parking lot with newly planted trees will be maintained. 16. The development and operation of the facility shall comply with all applicable Minnesota Pollution Control Agency noise standards. a. Mechanical equipment installed on the site shall be substantially consistent with the equipment and noise mitigation measures identified in the approved Sound Source Control Plan, or any substituted equipment shall be designed to achieve compliance with applicable Minnesota Pollution Control Agency noise standards. b. The emergency generator shall be installed with a manufacturer-provided sound- attenuating enclosure. 17. Prior to release of documents for recording, the applicant shall complete the following: a. Enter into a Site Improvement Performance Agreement with the City, provide a financial guarantee to protect the work, and pay all required fees including utility area charges. b. Provide drainage and utility easement exhibits and legal description for City review and approval. c. Enter into a Stormwater Maintenance Agreement with the City. d. Provide revised plans as follows: i. Address all Engineering comments. ii. Revise the site plan as follows: 1. Identify the Ordinary High Water Level of the creek and adjust the 50-foot setback from the Ordinary High Water Level as necessary. 2. Depict the delineated wetland boundaries that are within the site boundaries. a. Show a 15-foot setback from the wetland boundaries for impervious surfaces. 31 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 7 of 9 3. Revise the parking lot and internal drive aisle to satisfy the 50-foot front setback from the cul-de-sac right-of-way. iii. Revise the landscaping plan as follows: 1. Reflect use of sod within the City right-of-way. 2. Reflect the City’s standard landscaping detail plates. 3. Reflect an equivalent of 25 overstory trees. 4. Reflect a total of 54 shrubs. 5. Reflect that no more than 33% of the required trees are of a single species. a. No more than 8 Balsam Fir trees as well as any other single tree species. iv. Provide details on the trash enclosure to confirm compliance with Section 1060.020 of the Zoning Ordinance. v. Provide the total area of the property that falls within the Shoreland Overlay District and the total square footage of the impervious surface within the Shoreland Overlay District separate from the total impervious surface coverage for the site overall. vi. Provide a long-term maintenance plan for the native planting areas. vii. Confirm security cameras will cover all areas of the building, both interior and exterior. 18. The following conditions must be met prior to issuance of building permits: a. The following must be recorded with Hennepin County with proof of recording submitted to the City: i. Approving Resolution ii. Site Improvement Performance Agreement iii. Stormwater Maintenance Agreement iv. Drainage and utility Easement b. Payment of required fees including utility connection charges. c. The applicant shall submit any and all necessary permits to the watershed and State, receive approval, and provide proof of permits to the City. d. Demonstrate compliance with Section 1060.030 for rooftop equipment and provide additional screening, as necessary. 19. Any request for the City to inspection the required landscaping in order to reduce financial guarantees must be accompanied by certification of field inspection by the project Landscape Architect. A letter signed by the project Landscape Architect verifying plantings have been correctly installed in compliance with the plans and specifications will suffice. 32 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 8 of 9 20. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. VOTING AYE VOTING NAY McKee, Tom McKee, Tom Friedrich, Michelle Friedrich, Michelle Lanterman, Mark Lanterman, Mark Nichols, Jeremy Nichols, Jeremy Vehrenkamp, Dean Vehrenkamp, Dean Whereupon, said Resolution is hereby declared adopted on this 23rd day of July 2026. ________________________________ Tom McKee - Mayor ATTEST: ____________________________________ City Seal Debra Johnson – City Clerk 33 City of Corcoran July 23, 2026 County of Hennepin State of Minnesota RESOLUTION NO. 2026- Page 9 of 9 ATTACHMENT A Lot 2, Block 1, Jack and Cheryl Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Torrens Property 34 Lost Loon LLC is applying for approval from the City of Corcoran to develop, build, and operate an indoor cannabis cultivation facility at 20120 Auger Ave, Hamel, MN 55340. This lot is zoned properly for cannabis cultivation per the City of Corcoran zoning code (BP). Lost Loon LLC has already received preliminary approval from the State of Minnesota’s Office of Cannabis Management (OCM) for a micro-business cannabis license with a cultivation endorsement. Lost Loon intends to build an approximately 16,016 sq. ft. pre-cast concrete structure in which to grow, dry, cure, package, and distribute wholesale cannabis. The interior of the building will be separated using Insulated Metal Panels (IMP) into different secure areas for sowing seedlings, tending vegetative and flowering cannabis plants, processing harvested cannabis, drying and curing harvested cannabis, and processing and packaging the dried and cured cannabis into wholesale products for secure transportation to a licensed cannabis testing labs, manufacturers, and distributors. Shipping of packaged cannabis will occur onsite through a loading dock at the rear of the facility, with shipments anticipated at regular intervals dependent on harvest cycles and with minimal disruption to surrounding traffic patterns. Other onsite activities will include administrative and operational office duties, tracking and inventorying all cannabis from seed-to-sale in accordance with state standards using the METRC system, and general maintenance activities. All aspects of the facility will comply with applicable Minnesota State Building Codes and City requirements. Lost Loon is also pursuing LEED certification for the project and intends to incorporate sustainable building strategies throughout the design and construction process where feasible. A preliminary security plan has been submitted to the State of Minnesota with Lost Loon’s cannabis cultivation license application, for which Lost Loon has received preliminary approval. 35 The security plan includes 24/7 video surveillance of the facility, controlled facility access, secure storage areas, and other measures required to comply with State of Minnesota security requirements for cannabis facilities. Lost Loon plans to implement advanced odor mitigation technology in its operations to reduce the potential for community impact. While the State of Minnesota currently has no formal odor mitigation standards for cannabis cultivation facilities, Lost Loon intends to comply with or exceed any future standards when implemented. Proposed odor mitigation measures include carbon filtration systems, negative pressure ventilation, sealed processing and storage areas, and operational monitoring and maintenance procedures designed to minimize offsite odor impacts. Lost Loon plans to incorporate sustainability and resiliency features into the project where practical and economically feasible. The project team is currently evaluating and pursuing rooftop solar installation to help offset operational electrical demand. The site design also includes native landscaping and pollinator-friendly plantings intended to improve biodiversity, reduce irrigation needs, and support stormwater management goals. The project team is evaluating additional sustainable site strategies as part of the LEED certification process, including stormwater quality improvements, energy efficiency measures, reduced parking footprint, and electric vehicle charging infrastructure. Lost Loon is working with its civil engineering team to implement a stormwater management plan that complies with all applicable city, watershed, and state regulations. Proposed stormwater management strategies include a stormwater filtering pond and native planting areas where feasible. Lost Loon intends to utilize Wright-Hennepin Electric (WHE) cooperative electrical service, as WHE infrastructure is located adjacent to the site. Lost Loon also plans to utilize the municipal sewer and water connections managed by the City of Corcoran. 36 20120 Auger Avenue is zoned by the City of Corcoran as Business Park (BP), under which indoor cannabis cultivation is an approved use per the City’s zoning code. The site is located within an industrial/business park area where surrounding uses are similarly non-public-facing commercial and industrial operations. The site has access to proper sewer, water, and electrical infrastructure necessary for compliant cannabis cultivation operations. The parcel is currently undeveloped and suitable for the proposed use and building configuration. Lost Loon’s current site plan includes a paved parking area for employees and limited operational traffic. Since the original sketch plan review, the site design has been refined to reduce impervious surface coverage where feasible while maintaining safe and functional operations for employees, deliveries, and emergency access. The facility is anticipated to employ approximately 10-15 total employees, with significantly fewer employees onsite during normal operations due to staggered shifts and operational scheduling. Lost Loon is therefore requesting a reduction in the required parking count based on the actual anticipated parking demand for the facility. Lost Loon has completed the required survey, wetland delineation, geotechnical investigation, and related site due diligence activities necessary to support the land use and site plan review process. The project team will continue coordinating with City staff, consultants, and reviewing agencies throughout the final design and permitting process. 37 Interim Use Permit Narrative Lost Loon LLC Request to Reduce Required Parking a) Nature of Request Lost Loon is requesting an Interim Use Permit (IUP) to allow a reduction in the number of off- street parking spaces from the minimum required 38 spaces to 19 spaces for a proposed cannabis cultivation facility located within the Business Park zoning district. This request is made to: • Align the site design with the operational needs of the facility, and • Reduce impervious surface coverage on the site in support of environmental protection goals within the Shoreland Overlay District. The proposed 19 parking spaces exceed the anticipated peak demand and represent a right-sized approach to site design. b) Impact on Adjoining Properties and Mitigation Measures The subject property is located within an established Business Park district and is surrounded by industrial uses. The nearest residential properties are located approximately one-half mile from the site. Due to: • The industrial character of the surrounding area, • The absence of retail or high-traffic uses, and • The low intensity of employee and delivery traffic, the proposed reduction in parking will not negatively impact adjoining properties. Additionally, the reduced parking area will: • Decrease impervious surface coverage, • Reduce stormwater runoff, and • Support enhanced landscaping and buffering opportunities through native plantings and stormwater management features. 38 c) Buildings to be Constructed or Utilized The project consists of a single approximately 17,000 square foot indoor cannabis cultivation facility. All operations will occur within the enclosed structure, with designated areas for cultivation, processing, and administrative functions. d) Intended Use of Buildings and Property The property will be used exclusively for licensed cannabis cultivation operations, which is a permitted use within the Business Park zoning district. No retail sales or public-facing commercial activities will occur on-site. e) Hours and Days of Operation Hours of operation will vary depending on cultivation cycles and operational needs but will generally occur within standard business hours. Operations are not expected to generate significant off-hour activity beyond limited security presence and periodic monitoring. f) Number of Employees The facility will employ approximately 15 total staff members. At any given time, due to staggered shifts, approximately 5–8 employees will be present on-site. g) Size of Operation The operation consists of one 17,000 sq. ft. indoor cultivation within a controlled environment facility, with 5,000 sq. ft. of canopy space per the Office of Cannabis Management microbusiness license specifications. No outdoor cultivation or animal-related operations are proposed. h) Impact on TraƯic, Access, and Parking Traffic generated by the facility will be minimal due to: • A small number of on-site employees, • The absence of retail customers, and 39 • Limited delivery activity. Estimated traffic includes: • Employee trips associated with staggered shifts, and • A small number of monthly deliveries (a few trucks per month). The site has a single access point, which is adequate to accommodate the low volume of traffic. Parking JustiƱcation The proposed 19 parking spaces are sufficient based on: • Peak on-site staffing levels of 5–8 employees, • Limited visitor frequency (anticipated to be a few per month), and • Minimal delivery overlap. The reduced parking supply avoids overbuilding unnecessary impervious surface while still providing ample capacity for peak conditions, including occasional full staff meetings or inspections. Based on the anticipated number of employees and visitors, expected peak demand is 8-12 spaces. The 19 spaces proposed are 150%-200% of the actual parking need. i) Impact on Septic System and Well The project will connect to municipal utilities where available. No adverse impacts to septic systems or wells are anticipated. j) Environmental Impacts and Mitigation Measures The subject property is located within a Shoreland Overlay District, where minimizing impervious surface is a key environmental objective. The proposed reduction in parking spaces directly supports this goal by: • Reducing total impervious surface area on the site, • Limiting stormwater runoff volume and rate, and • Allowing for increased incorporation of green infrastructure. Planned environmental measures include: • Native landscaping, • Bioswales and stormwater management features, and • Preservation of existing wetland areas outside the development footprint. 40 Although permeable pavement is under consideration, the primary environmental benefit of this request is the reduction in overall paved area. k) BuƯering from Adjacent Properties Given the industrial context of the surrounding area and the distance to residential uses, impacts are inherently minimized. Additional buffering will be provided through: • Landscaping and native plantings, and • Site design that limits visual and operational impacts. l) Future Expansion Plans No immediate expansion is proposed beyond the current facility plan. Future expansion, if any, would be subject to separate review and approval by the City. m) Nature of Other Uses in the Neighborhood The surrounding area consists primarily of industrial and business park uses. The proposed use and site design are consistent with the character and intensity of development in the area. 41 Variance Narrative Lost Loon LLC Request to Exceed Impervious Surface Limit Request Summary The applicant is requesting a variance to allow an increase in impervious surface coverage from the maximum permitted 25% to approximately 29% within the Shoreland Overlay District for the proposed Lost Loon cannabis cultivation facility. Typical Industrial-Zoned properties allow up to 70% impervious coverage. The proposed site plan reflects a reduction from approximately 36% impervious surface in the initial concept design to 28.9%, achieved through significant design modifications, including a reduction in parking and reconfiguration of site circulation. The requested variance represents the minimum necessary deviation to accommodate a functional, code-compliant industrial facility while incorporating environmental protections and minimizing site impacts to the greatest extent practicable. Variance Criteria a) Practical Difficulties Practical difficulties exist in complying with the 25% impervious surface limitation due to the physical and regulatory constraints affecting the property. These include: ● Typical Industrial-Zoned properties are developed with up to 70% impervious coverage to provide functional and economically viable operations. The proposed layout is under 30% impervious and per city code would require additional parking stalls (See Interim Use Application for parking reduction request). This is most restrictive practical difficulty. It should be noted the amount of open space being preserved with the proposed layout and the similar size of the building in relation to adjacent properties. ● Clay soil conditions, which constrain stormwater infiltration options and influence site design and grading requirements. Pervious Pavement, for example would not be feasible to infiltrate into the soils. ● Operational requirements of a secure indoor cannabis cultivation facility, including: 42 o a controlled building footprint necessary for environmental systems and compliance, and o required access, loading, and circulation areas for safe and functional operation These factors collectively create a situation where development proves challenging to meet all stated requirements. The applicant is going above and beyond in other environmentally related areas than the simple impervious percentage calculation and requests consideration on the whole of these efforts. The requested variance is driven by the physical limitations of the site and the functional requirements of the use. b) Unique Conditions of the Parcel The conditions supporting this variance are unique to the subject property and were not created by the applicant. These include: ● The property is the last remaining undeveloped parcel within an otherwise fully developed Business Park district and has been vacant for decades, potentially due to the unique conditions of this Overlay District. ● The site is subject to overlapping regulatory constraints, including: o Shoreland Overlay District requirements o Wetland presence and associated protections o Minimum parking requirements as per the City code ● The combination of these factors results in a limited, irregular, and paradoxical buildable area compared to other parcels in the district ● Surrounding properties were developed under different conditions and are not subject to the same combination of constraints, and all far exceed 30% impervious surface coverage These characteristics are inherent to the parcel and create conditions that are not typical of other properties in the vicinity. c) Essential Character of the Locality Granting the variance will not alter the essential character of the locality. The surrounding area is characterized by: ● Industrial and business park uses ● Similar building scales and site layouts ● Developments with impervious surface coverage that regularly exceed the proposed 30% 43 The proposed project is consistent with these patterns and represents a lower-intensity use in terms of traffic and activity, as it: ● does not include retail or customer-facing components ● has a small number of employees on-site at any given time ● generates minimal daily traffic Accordingly, the proposed development will remain fully compatible with the surrounding area and will not introduce impacts inconsistent with the established character of the district. d) Harmony with the General Purpose and Intent of the Ordinance The purpose of the Shoreland Overlay District includes the protection of water resources through the limitation of impervious surfaces and the management of stormwater runoff. Although the proposed impervious surface coverage slightly exceeds the numerical standard, the project is designed to advance the underlying intent of the ordinance through multiple measures. These include: ● Significant reduction of impervious surface from the initial concept (from approximately 36% to 30%) ● Reduction in parking supply from that required by City code by 50% through an Interim Use Permit, avoiding unnecessary paved area ● Efficient site layout, including relocation of loading and circulation areas to minimize excess paving ● Preservation of wetland areas on the site and dedication of wetland buffers in accordance with City of Corcoran and Elm Creek Watershed rules. ● The proposed improvements are designed responsibly (in size and location) as to provide larger than required buffer and setbacks to further protect the natural resources as the intent of this ordinance. ● Planned incorporation of: o native landscaping o bioswales and stormwater management features o water-conscious design strategies Additionally, the applicant is pursuing LEED certification and integrating sustainability- focused design principles into the project. Taken together, these measures demonstrate that the project is consistent with and actively supports the environmental goals of the Shoreland Overlay District, even with a modest deviation from the strict impervious surface limit. 44 e) Consistency with the Comprehensive Plan The proposed variance and development are consistent with the goals of the City’s Comprehensive Plan, including: ● Supporting orderly and efficient development within designated business and industrial districts ● Encouraging economic development and job creation in appropriate zoning districts ● Promoting environmentally responsible land use practices, including stormwater management and resource protection The project represents an appropriate use of a fully planned business park parcel and incorporates sustainable design strategies aligned with the City’s long-term planning objectives. f) Conditions The applicant acknowledges that the City may impose reasonable conditions on the variance to address potential impacts. The applicant is willing to comply with conditions related to: ● stormwater management ● landscaping and buffering ● environmental protection measures as deemed appropriate by City staff and decision-makers. Conclusion The requested variance to allow approximately 30% impervious surface coverage is justified based on: ● the practical difficulties created by site constraints and operational requirements, ● the unique conditions of the parcel, ● the compatibility of the proposed use with the surrounding industrial context ● the project’s alignment with the intent of the Watershed Overlay District and Comprehensive Plan. The applicant has made substantial efforts to minimize impervious surface to the greatest extent practicable, including a significant reduction from the initial design and a right-sized parking approach. The requested variance represents a reasonable and limited adjustment that enables development of the site while maintaining strong environmental and planning outcomes. 45 Memo To: Kevin Mattson, City Engineer/Public Works Director From: Steve Hegland, PE Ben Otto, PE Project: Lost Loon Cannabis Site Plan Review Date: June 8, 2026 Exhibits: This Memorandum is based on a review of the Site Plan documents for the Lost Loon Cannabis site with the following documents. a. Site Plan – Lost Loon cultivation Facility by Alliant – dated May 19, 2026 b. Stormwater Management Hydrologic and Hydraulic Study by Aliant – dated May 19, 2026 Comments: General: 1. A comment response letter shall be provided with the resubmitted documents indicating how the specific comments have been addressed. 2. In addition to engineering comments, the proposed plans are subject to review for compliance with planning, zoning, and land-use requirements, and shall meet other applicable codes of the City of Corcoran, NPDES, ECWMC, Hennepin County, etc. 3. Easements shall be provided over the stormwater BMP, access routes, BMP discharge lines and access route to the BMP. 4. Plans shall be signed by the engineer of record. Site Plan 1. On the site plan, the applicant is proposing to provide 19 stalls, one of which is proposed as an accessible parking space which is located adjacent to the facility entrance. 2. A note shall be added to the site plan indicating that for any restoration of Auger Ave, the contractor shall be responsible for matching the existing bituminous and aggregate section at a minimum. Stormwater 1. Current plans show that the City’s SWPPP and land disturbance permit requirements are triggered. However, plans show less than an acre of new impervious. Therefore, the City’s MS4 Permanent stormwater management is not required. 2. The applicant shall meet the applicable Elm Creek Watershed Management Commission requirements for the proposed improvements. 3. Peak rate control modeling reports were not attached. Please submit models showing existing and proposed flow rates for the 2-year,10-year, and 100-year storm event. The City will require documentation that no increase of flows is shown across the site. 4. The wetland buffer signage shall be shown on the development plans. 5. Redundant silt fence shall be required on the far west side of the development within 50’ of the wetland and creek edge. 46 June 2026 Lost Loon Cultivation Facility Kevin Mattson Page 2 of 2 6. The City recommends that RCP pipe be utilized for its longevity. 7. Provide sump in Storm MH-8 to mitigate energy from drop in structure. 8. Update Detail STO-18 with elevations for the OCS structure. 9. Seed mix for the buffer should be a mesic seed mix (BWSR 35-241 Mesic Prairie General Mix) or similar. The shortgrass prairie as proposed is better suited for drier soils than those found along the creek 10. A SWPPP has been provided however information in accordance with the Cities MS4 and NPDES CSW permit is missing. Please provide the following information in the SWPPP: o Total disturbance o Project owner contact information o Contractor contact information o Special or impaired waters information o SWPPP prepared by information and signees name o Inspection frequency and rainfall records. o Dewatering and Waste management notes 11. Show EOF locations of all low point areas such as top of curb. 12. Provide TRM detail and call out over EOF from NWL to toe of slope. Sanitary Sewer & Watermain 1. Include note on utility sheet that water service to be abandoned shall be sand filled if not removed entirely. 2. The water service should be shifted east near the drive aisle so it is not placed directly beneath landscaping trees. 3. Any sewer and water assessments for stubbing the utilities to the parcels should be addressed prior to connection and use of those stubs. 47 Sound Source Control Plan Narrative Lost Loon LLC Equipment Inventory and Decibel Ratings The Lost Loon facility will utilize packaged rooftop mechanical units (RTUs) for conditioning and ventilation of indoor grow rooms and other interior spaces. The proposed equipment will be supplied by CaptiveAire – refer to attached equipment submittals for initial selections and details, including decibel ratings on Page 7 of 14 and provided in the image below for reference. An emergency generator will be located at grade near the southeast corner of the building. A specific generator package has not yet been selected; however, it will be specified to be furnished with a sound enclosure. Vegetative screening will be installed between the generator and the public view. The generator will only operate during power outages and routine testing. Hours of Operation Hours of operation will vary depending on cultivation cycles and operational needs but will generally occur within standard business hours. Operations are not expected to generate significant off-hour activity beyond limited security presence and periodic monitoring. Acoustical Analysis The primary noise-generating equipment associated with the facility consists of packaged rooftop units and an emergency backup generator. The rooftop units are located near the center of the building roof and are separated from adjacent property lines by approximately 104 feet or greater. Given the distance to the property boundary, rooftop placement, planned parapet screening, and the relatively low sound ratings of the selected equipment, operational noise impacts are anticipated to diminish significantly before reaching adjacent properties. Routine facility operations are not expected to create objectionable noise conditions beyond the site boundaries. Rooftop Equipment Screening 48 A perimeter roof parapet is included to screen rooftop equipment. Please refer to the Architectural Plans for more details on screening. Vibration Isolation Vibration isolation for fans and compressors is integral to the RTU equipment package. Sound Barriers/Enclosures Please refer to Equipment Inventory section. Property Line Noise Projections Formal property-line noise modeling has not been completed for this preliminary equipment selection. However, the nearest rooftop unit is located approximately 104 feet from the closest property line. The combination of equipment setback, rooftop placement, parapet screening, and building massing is expected to substantially reduce sound levels at the property boundary. Final mechanical equipment selections will be specified to comply with applicable Minnesota noise standards. 49 Compliance with Local/State dBA Limits Minnesota Administrative Rules 7030.0040 Noise Standards dictate the sound level limits for specific lands uses. The Lost Loon site will be classified as Noise Area Classification (NAC) 3 for manufacturing. An image of the standard is provided below for reference. The decibel rating for the CaptiveAire RTUs is 70.1, which is less than the daytime limit of 75 for the NAC 3 land use. Based on the selected equipment sound ratings and site layout, compliance with Minnesota Rule 7030 is anticipated. Conclusion Based on the proposed mechanical equipment, building design, and operational characteristics of the facility, Lost Loon does not anticipate adverse noise impacts on adjacent properties. Noise- generating equipment will be screened and isolated where appropriate, rooftop units are located well within the site boundaries, and the emergency generator will be equipped with a sound- dampening enclosure and operated only during emergency conditions or routine testing. The facility is being designed to comply with applicable Minnesota noise regulations and City requirements. Lost Loon will continue to evaluate final equipment selections during the design process to ensure that operational noise remains compatible with surrounding land uses and consistent with applicable state and local standards. 50 Colorado HVAC REGION 124 PHONE: EMAIL: reg124@captiveaire.com FOR QUESTIONS, CALL THE EXHAUST FAN INFORMATION - JOB#8664207 3 4 FLOWER VEG 5 2 DU85HFA DU85HFA CAPTIVEAIRE CAPTIVEAIRE 1355 1550 0.500 0.500 1133 1220 TEAO-ECM TEAO-ECM 0.750 0.750 0.3100 0.3880 1 1 115 115 8.9 8.9 429 FPM 491 FPM 128 128 8.5 10 FAN UNIT NO TAG QTY FAN UNIT MODEL #MANUFACTURER CFM ESP RPM MOTOR ENCL HP BHP PHASE VOLT FLA DISCHARGE VELOCITY WEIGHT (LBS) SONES DOAS/RTU FAN SCHEDULE - JOB#8664207 1 2 FLOWER VEG 10 4 CAS-HVAC3-I.300-24-20T CAS-HVAC3-I.300-24-20T CAPTIVEAIRE CAPTIVEAIRE 24MF-3-RTU 24MF-3-RTU 5750 6000 0 0 5750 6000 2712 2712 1.000 1.000 10.00 10.00 3 3 460 460 54.3A 54.3A 60A 60A 85.8°F 85.8°F 76.0°F 76.0°F 75.0°F 80.0°F 62.4°F 69.6°F 46.2°F 56.7°F 46.2°F 56.7°F 46.2°F 56.7°F 48.8°F 59.5°F 47.4°F 57.7°F 255.8 MBH 255.6 MBH 179.7 MBH 152.4 MBH 18.2 18.2 7.9 7.9 65.4°F 70.0°F 59.4°F 67.3°F 121.3 MBH 86.2 MBH 129.6 MBH 129.6 MBH 66.4 LBS/HR 88.6 LBS/HR NATURAL NATURAL 300001 300001 243001 243001 41°F 40°F 7 IN. W.C. - 14 IN. W.C. 7 IN. W.C. - 14 IN. W.C. 572.7 572.7 1031 1031 7.2 7.2 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19 NOTES: 1. INVERTER SCROLL COMPRESSOR WITH INTEGRATED OIL SENSOR. DIGITAL OR STAGED SCROLL NOT AN APPROVED EQUAL 2. DIRECT DRIVE PLENUM BLOWER. BELT DRIVEN BLOWERS ARE NOT ACCEPTABLE 3. INTEGRATED MONITORING VIA CELLULAR CONNECTION BY MANUFACTURER 4. REFRIGERATION PRESSURE MONITORING ON HIGH AND LOW PRESSURE SIDE OF SYSTEM INCLUDED THROUGH DIGITAL INTERFACE 5. EC MOTOR CONDENSING FANS 6. ELECTRONIC EXPANSION VALVE. TXV NOT ACCEPTABLE 7. SUCTION LINE ACCUMULATOR 8. FACTORY COMMISSIONING WITH 5 YEAR PARTS WARRANTY, 25 YEAR WARRANTY ON STAINLESS STEEL HEAT EXCHANGER 9. AVERAGING INTAKE, EVAP AND DISCHARGE TEMPERATURE SENSORS (DISCHARGE SENSOR TO BE FACTORY MOUNTED WITHIN UNIT) 10. 2" EXTERIOR DUAL-WALL CONSTRUCTION W/ R-13 INSULATION-MINIMUM 20GA EXTERIOR W/ 14GA BASE 11. 81% EFFICIENT FURNACE, WITH MODULATING INDUCER TO MAINTAIN CONSTANT COMBUSTION EFFICIENCY ACROSS FIRING RANGE. 14:1 TURNDOWN WITH NG AND 12:1 TURNDOWN WITH LP 12. SUPPLY CFM MONITORING INTEGRAL TO UNIT WITH CFM MEASUREMENT INCLUDED THROUGH DIGITAL INTERFACE 13. FULLY MODULATING HOT GAS REHEAT 14. LOW AMBIENT COOLING OPERATION DOWN TO -20°F. OUTFITTED WITH HIGH OUTPUT CONDENSING FANS AND LOW AMBIENT REFRIGERANT CIRCUIT 15. HAIL GUARD FOR CONDENSING COIL 16. DOWN DISCHARGE/DOWN RETURN 17. MINIMUM ROOM AREA ASSUMED 7.2' SUPPLY DIFFUSER HEIGHT AND IS CALCULATED PER UL60335-2-40 4TH ED. VALUES BASED ON FACTORY CHARGE. ACTUAL SITE CHARGE MAY DIFFER. 18. COOLING LEAVING AIRE TEMP (UNIT) ACCOUNTS FOR SUPPLY BLOWER MOTOR HEAT GAINS 19. SCCR RATING OF 10kAMP FAN INFORMATION FAN UNIT NO TAG QTY DOAS/RTU MODEL #MANUFACTURER BLOWER TOTAL CFM MAX OUTSIDE AIR CFM RETURN AIR CFM WEIGHT (LBS) ESP ELECTRICAL INFORMATION HP PHASE VOLT MCA MOCP COOLING INFORMATION OUTSIDE AIR DB WB MIXED AIR DB WB LEAVING AIR (COIL) DB WB DP LEAVING AIR (UNIT) DB WB. CAPACITY TOTAL SENS. IEER ISMRE2 REHEAT INFORMATION DISCHARGE DB WB CAPACITY DESIRED MAX MOISTURE REMOVAL RATE GAS HEAT INFORMATION GAS TYPE INPUT BTUs OUTPUT BTUs TEMP RISE REQUIRED INPUT GAS PRESSURE A2L MINIMUM ROOM VOLUME ROOM AREA (FT2) AIRFLOW (CFM) HEIGHT (FT) NOTES CURB ASSEMBLIES 1 2 3 4 5 6 # 1 # 2 # 3 # 4 FLOWER VEG FLOWER VEG FLOWER VEG 4.3 4.3 122 LBS 196 LBS 24 LBS 24 LBS 24 LBS 24 LBS CURB CURB CURB CURB CURB CURB 59.500"W X 91.000"L X 18.000"H INSULATED. 59.500"W X 91.000"L X 36.000"H INSULATED. 23.000"W X 23.000"L X 14.000"H. 23.000"W X 23.000"L X 14.000"H. 23.000"W X 23.000"L X 14.000"H. 23.000"W X 23.000"L X 14.000"H. 1" R4.3 FOIL FACED FIBERGLASS INSULATION. COMPLIES WITH UL/ULC,ASTM, & ASHRAE STANDARDS. NO ON FAN TAG R-VALUE WEIGHT ITEM SIZE FAN OPTIONS FAN UNIT NO TAG QTY DESCRIPTION 1 FLOW ER 10 CONTROL PANEL ENCLOSURE HEATER 100W - RECOMMENDED FOR WINTER DESIGN TEMPERATURES LESS THAN 0°F 10 RTU HEATED FURNACE CONDENSATE DRAIN KIT. REQUIRED FOR WINTER DESIGN TEMP OF 0 DEGREES F AND LOWER 10 INLET PRESSURE GAUGE, 0-35" 10 COOLING OVERRIDE 10 SINGLE POINT ELECTRICAL CONNECTION FOR RTU. 750VA TRANSFORMER USED. IF A NON-DCV PREWIRE CONTROLS THIS UNIT, THE #28, #47, "MA", OR "E2" PREWIRE OPTION MUST BE SELECTED. DOES NOT PROVIDE SUPPLY STARTER IN PREWIRE 10 CONSTRUCTION MODE - MODIFIES START-UP SETTINGS TO ALLOW TEMPERING A BUILDING STILL UNDER CONSTRUCTION 10 RTU BLOWER DOOR SWITCH 10 2" MERV 13 FILTERS FOR RTU3 (QTY. 4) 10 2" MERV 8 FILTERS FOR RTU3 (QTY. 4) 10 TOTAL CFM MONITORING 10 BLOWER STOP DELAY. ALLOWS RESIDUAL HEAT TO BE TRANSFERRED INTO THE SUPPLY AIR AFTER HEATING HAS STOPPED. FACTORY SET AT: 90 SECS FOR IBT, 30 SECS FOR DF 10 VFD FACTORY MOUNTED AND WIRED IN RTU COMMERCIAL CONTROL VESTIBULE 10 20 TON MODULATING COOLING OPTION, 460/480V. R454B REFRIGERANT, VARIABLE SPEED COMPRESSOR, ECM CONDENSING FANS 10 R454B LEAK DETECTOR OPTION FOR RTUS 10 HIGH TURNDOWN OPTION FOR PARAGON UNITS 10 MANIFOLD PRESSURE GAUGE, 0 TO 10" WC, 2 FURNACES 10 INTAKE FIRESTAT SET TO 135°F 10 FREEZESTAT 10 DISCHARGE FIRESTAT SET TO 240°F 10 AUXILIARY REHEAT - IBT 10 CASLINK BUILDING MONITORING SYSTEM - INTERNET OR CELLULAR CONNECTION REQUIRED 10 20 TON MODULATING REHEAT OPTION - SPACE DEWPOINT CONTROL - R454B 10 RTU3 CURB DUCT HANGER 10 24VAC FIRE INPUT 10 COMMERCIAL SMOKE DETECTOR/ALARM INTERLOCK - ALARM SUPPLIED BY OTHERS 10 SHIP LOOSE GAS STRAINER 1" 10 DDC IP BACNET REMOTE UNIT MONITORING 10 OCCUPIED SCHEDULING 10 RTU3 POWERED CONVENIENCE OUTLET (GFCI), 15 AMP 10 CLOGGED FILTER SWITCH - NOTIFICATION ON HMI 10 RTU 3 FIXED 100% RETURN AIR INTAKE CONTROL 10 RTU3 HAIL GUARD 10 VAV PACKAGE W/ MANUAL/DDC CONTROL (571 VFD INCLUDED) 10 LOAD REACTOR MOUNTED IN FAN 10 RTU3 DOWN RETURN - 100% RA 10 RTU3 DOWN DISCHARGE 10 EXTREME LOW AMBIENT COOLING OPERATION - DOWN TO -20F AMBIENT 10 5 YEAR ENTIRE UNIT PARTS WARRANTY, 10 YEAR ENTIRE UNIT PARTS WARRANTY WITH REMOTE MONITORING AND CAPTIVEAIRE SERVICE CONTRACT, 25 YEAR STAINLESS STEEL FURNACE PARTS WARRANTY (SEE ADDITIONAL DETAILS) 10 EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET FAN OPTIONS FAN UNIT NO TAG QTY DESCRIPTION 2 VEG 4 CONTROL PANEL ENCLOSURE HEATER 100W - RECOMMENDED FOR WINTER DESIGN TEMPERATURES LESS THAN 0°F 4 RTU HEATED FURNACE CONDENSATE DRAIN KIT. REQUIRED FOR WINTER DESIGN TEMP OF 0 DEGREES F AND LOWER 4 INLET PRESSURE GAUGE, 0-35" 4 COOLING OVERRIDE 4 SINGLE POINT ELECTRICAL CONNECTION FOR RTU. 750VA TRANSFORMER USED. IF A NON-DCV PREWIRE CONTROLS THIS UNIT, THE #28, #47, "MA", OR "E2" PREWIRE OPTION MUST BE SELECTED. DOES NOT PROVIDE SUPPLY STARTER IN PREWIRE 4 CONSTRUCTION MODE - MODIFIES START-UP SETTINGS TO ALLOW TEMPERING A BUILDING STILL UNDER CONSTRUCTION 4 RTU BLOWER DOOR SWITCH 4 2" MERV 13 FILTERS FOR RTU3 (QTY. 4) 4 2" MERV 8 FILTERS FOR RTU3 (QTY. 4) 4 TOTAL CFM MONITORING 4 BLOWER STOP DELAY. ALLOWS RESIDUAL HEAT TO BE TRANSFERRED INTO THE SUPPLY AIR AFTER HEATING HAS STOPPED. FACTORY SET AT: 90 SECS FOR IBT, 30 SECS FOR DF 4 VFD FACTORY MOUNTED AND WIRED IN RTU COMMERCIAL CONTROL VESTIBULE 4 20 TON MODULATING COOLING OPTION, 460/480V. R454B REFRIGERANT, VARIABLE SPEED COMPRESSOR, ECM CONDENSING FANS 4 R454B LEAK DETECTOR OPTION FOR RTUS 4 HIGH TURNDOWN OPTION FOR PARAGON UNITS 4 MANIFOLD PRESSURE GAUGE, 0 TO 10" WC, 2 FURNACES 4 INTAKE FIRESTAT SET TO 135°F 4 FREEZESTAT 4 DISCHARGE FIRESTAT SET TO 240°F 4 AUXILIARY REHEAT - IBT 4 CASLINK BUILDING MONITORING SYSTEM - INTERNET OR CELLULAR CONNECTION REQUIRED 4 20 TON MODULATING REHEAT OPTION - SPACE DEWPOINT CONTROL - R454B 4 RTU3 CURB DUCT HANGER 4 24VAC FIRE INPUT 4 COMMERCIAL SMOKE DETECTOR/ALARM INTERLOCK - ALARM SUPPLIED BY OTHERS 4 SHIP LOOSE GAS STRAINER 1" 4 DDC IP BACNET REMOTE UNIT MONITORING 4 OCCUPIED SCHEDULING 4 RTU3 POWERED CONVENIENCE OUTLET (GFCI), 15 AMP 4 CLOGGED FILTER SWITCH - NOTIFICATION ON HMI 4 RTU 3 FIXED 100% RETURN AIR INTAKE CONTROL 4 RTU3 HAIL GUARD 4 VAV PACKAGE W/ MANUAL/DDC CONTROL (571 VFD INCLUDED) 4 LOAD REACTOR MOUNTED IN FAN 4 RTU3 DOWN DISCHARGE 4 RTU3 DOWN RETURN - 100% RA 4 EXTREME LOW AMBIENT COOLING OPERATION - DOWN TO -20F AMBIENT 4 5 YEAR ENTIRE UNIT PARTS WARRANTY, 10 YEAR ENTIRE UNIT PARTS WARRANTY WITH REMOTE MONITORING AND CAPTIVEAIRE SERVICE CONTRACT, 25 YEAR STAINLESS STEEL FURNACE PARTS WARRANTY (SEE ADDITIONAL DETAILS) 4 EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET 3 FLOW ER 5 ECM WIRING PACKAGE - EXHAUST - MANUAL OR 0-10VDC REFERENCE SPEED CONTROL -MSC- (TELCO), CCW ROTATION 5 MOTORIZED I 19 BDD 120/240V 5 SCR-15 BIRD SCREEN 5 FULL CRATING FOR EXHAUST FANS 5 2 YEAR PARTS WARRANTY 4 VEG 2 ECM WIRING PACKAGE - EXHAUST - MANUAL OR 0-10VDC REFERENCE SPEED CONTROL -MSC- (TELCO), CCW ROTATION 2 MOTORIZED I 19 BDD 120/240V 2 SCR-15 BIRD SCREEN 2 FULL CRATING FOR EXHAUST FANS 2 2 YEAR PARTS WARRANTY SERVICE CLEARANCE 3 FT. SERVICE CLEARANCE AND CLEARANCE TO COMBUSTIBLES 3 FT. CLEARANCE TO COMBUSTIBLES 0 FT. CLEARANCE TO COMBUSTIBLES 0 FT. CLEARANCE TO COMBUSTIBLES 0 FT. SERVICE CLEARANCE 3 FT. SIZE 3 - 3 CONDENSERS SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESCRIPTION ww w . c a p t i v e a i r e . c o m DATE: AC C O R D A N C E No . 9 6 BU I L T NF P A WI T H IN S LI D TE R C U S 8664207 MASTER DRAWING 1 5/11/2026 Gr o w R o o m - C o r c o r a n , M N 1/2" = 1'-0" 20 1 2 0 A u g e r A v e n u e , Co l o r a d o H V A C , , C O , P H O N E : E M A I L : r e g 1 2 4 @ c a p t i v e a i r e . c o m Co r c o r a n , M N , 5 5 3 4 0 51 HMI SCHEDULE UNIT NUMBER HMI #HMI LOCATION TEMP AVERAGING MODBUS ADDRESS FAN #1 HMI #1 - UNIT IN UNIT NOT AVERAGED 55 FAN #1 HMI #2 - SPACE AVERAGED 56 FAN #2 HMI #1 - UNIT IN UNIT NOT AVERAGED 55 FAN #2 HMI #2 - SPACE AVERAGED 56 - THERMAL OVERLOAD PROTECTION (SINGLE PHASE). 20" 24 3/4" 31 7/8" 2" 14 7/8" 23" FEATURES: - INTERNAL WIRING. - VARIABLE SPEED CONTROL. - ROOF MOUNTED FANS. - UL705. - DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS). TOP VIEW 31 7/8" 24 3/4" - NEMA 3R SAFETY DISCONNECT SWITCH. 30 1/2" (ROOF OPENING). 20 BACKDRAFT DAMPER INSTALLATION BACKDRAFT DAMPER. AIR FLOW FANS #3 (FLOWER), #4 (VEG) - DU85HFA EXHAUST FAN OPTIONS - ECM WIRING PACKAGE - EXHAUST - MANUAL OR 0-10VDC REFERENCE SPEED CONTROL -MSC- (TELCO), CCW ROTATION. - MOTORIZED I 19 BDD 120/240V. - SCR-15 BIRD SCREEN. - FULL CRATING FOR EXHAUST FANS. - 2 YEAR PARTS WARRANTY. 3" FLANGE. 20" 20" ROOF OPENING DIMENSIONS. 20 GAUGE CONSTRUCTION. STEEL 14" 23" 23" CURB. SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESCRIPTION ww w . c a p t i v e a i r e . c o m DATE: AC C O R D A N C E No . 9 6 BU I L T NF P A WI T H IN S LI D TE R C U S 8664207 MASTER DRAWING 2 5/11/2026 Gr o w R o o m - C o r c o r a n , M N 3/4" = 1'-0" 20 1 2 0 A u g e r A v e n u e , Co l o r a d o H V A C , , C O , P H O N E : E M A I L : r e g 1 2 4 @ c a p t i v e a i r e . c o m Co r c o r a n , M N , 5 5 3 4 0 52 GRAVITY VENT(S) - Job#8664207 1 2 SUPPLY SUPPLY 2.150 2.150 630 630 2.300 2.300 589 589 1355 1355 PART#. GRAVITY VENT TYPE THROAT AREA (SQFT) THROAT VELOCITY (FPM) FREE AREA (SQFT) FREE AREA VELOCITY (FPM) DESIGN CFM - STANDARD BIRD SCREEN. FEATURES: - ROOF/WALL MOUNTED FANS. 20" 24 3/4" 22" 2" 15 3/8" 27" CURB. CONSTRUCTION. 3" FLANGE. STEEL 20 GAUGE 14" 23.0" 23.0" 22" 22" DIMENSIONS. ROOF OPENING EXAMPLE: 7/12 PITCH = 30° SLOPE. FOR PITCHED ROOFS. PITCHED CURBS ARE AVAILABLE SPECIFY PITCH: 12" 0° 0" BACKDRAFT DAMPER INSTALLATION 22" (ROOF OPENING). BACKDRAFT DAMPER. MOTORIZED GRAVITY VENT #1 (FLOWER) #2 (VEG) - GVS15 - SUPPLY OPTIONS MOTORIZED BACK DRAFT DAMPER - WITH FLANGE, DAMPER IS 19" SQ., 2" DEEP, O.D. OF FLANGE IS 21" SQ. ACTUATOR IS 120/240V. 3" FLANGE. 20 GAUGE CONSTRUCTION. STEEL 14" 23" 23" CURB #5 (FLOWER) CRB23X14E CURB. 3" FLANGE. 20 GAUGE CONSTRUCTION. STEEL 14" 23" 23" CURB #6 (VEG) CRB23X14E CURB. SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESCRIPTION ww w . c a p t i v e a i r e . c o m DATE: AC C O R D A N C E No . 9 6 BU I L T NF P A WI T H IN S LI D TE R C U S 8664207 MASTER DRAWING 3 5/11/2026 Gr o w R o o m - C o r c o r a n , M N 3/4" = 1'-0" 20 1 2 0 A u g e r A v e n u e , Co l o r a d o H V A C , , C O , P H O N E : E M A I L : r e g 1 2 4 @ c a p t i v e a i r e . c o m Co r c o r a n , M N , 5 5 3 4 0 53 99" 96 3/4" 45 5/8" 13 1/2" 6 1/4" 6 1/4" 23" 42 1/4" 5 5/8" 21 5/8" 44" 37 1/4" RETURN CUTOUT. DISCHARGE CUTOUT. 68 1/4" 52 3/4" 65 1/4" 1" NPT SS EVAPORATOR DRAIN (TRAP REQ'D). 4" MINIMUM TRAP DEPTH. 7 1/4" 7 1/2" 713 LBS 866 LBS 621 LBS512 LBS *NOTE: SUPPLY DUCT MUST BE INSTALLED TO MEET SMACNA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT DISCHARGE AS OUTLINED IN AMCA PUBLICATION 201. WHEN USING RECTANGULAR DUCTWORK, ELBOWS MUST BE RADIUS THROAT, RADIUS BACK WITH TURNING VANES. FLEXIBLE DUCTWORK AND SQUARE THROAT/SQUARE BACK ELBOWS SHOULD NOT BE USED. ANY TRANSITION AND/OR TURNS IN THE DUCTWORK WILL CAUSE SYSTEM EFFECT. SYSTEM EFFECT WILL DRASTICALLY INCREASE STATIC PRESSURE AND REDUCE AIRFLOW. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED SUPPLY STRAIGHT DUCT SIZE IS 23" x 39". SUGGESTED RETURN STRAIGHT DUCT SIZE IS 45-5/8" x 13-1/2". CENTER OF MASS. ENTERING POWER. FAN #1 CAS-HVAC3-I.300-24MF-20T - HEATER (FLOWER) NOTES: 1.DO NOT OBSTRUCT OUTSIDE AIR INLET, OUTSIDE AIR COIL OR OUTSIDE AIR FAN. 2. DENOTES CORNER WEIGHT. 3.ROOF OPENING MUST BE 2" SMALLER THAN CURB DIMENSIONS IN BOTH DIRECTIONS. 4.CONNECTION FROM BREAKER TO UNITS SAFETY DISCONNECT SWITCH TO BE COPPER WIRE ONLY. 5.EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET. *NOTE: INTEGRAL CO2 MONITORING AND CONTROL CAPABILITIES FOR ALL SPACE MOUNTED THERMOSTATS. MIN. 23" MINIMUM STRAIGHT DUCT PER AMCA* 91" 4 1/4" 18" 59 1/2" CURB OUTLINE 3 1/2" 2 1/2" 2 5/8" 17 1/2" 91"x59 1/2". 1" NPT GAS CONN.. 89 3/4" FACTORY INSTALLED SAFETY DISCONNECT SWITCH. ONLY USE COPPER WIRING FOR UNIT SUPPLY TO DISCONNECT. 18" 6" 91" 59 1/2" 15 5/8" 47 3/8" 42 15/16" 23 1/2" 16 7/8" 40 3/8" 9 5/8"12 5/8" 1 1/2" DUCT HANGER WIDTH, TYP. 99" 96 3/4" 45 5/8" 13 1/2" 6 1/4" 6 1/4" 23" 42 1/4" 5 5/8" 21 5/8" 44" 37 1/4" RETURN CUTOUT. DISCHARGE CUTOUT. 68 1/4" 52 3/4" 65 1/4" 1" NPT SS EVAPORATOR DRAIN (TRAP REQ'D). 4" MINIMUM TRAP DEPTH. 7 1/4" 7 1/2" 713 LBS 866 LBS 621 LBS512 LBS *NOTE: SUPPLY DUCT MUST BE INSTALLED TO MEET SMACNA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT DISCHARGE AS OUTLINED IN AMCA PUBLICATION 201. WHEN USING RECTANGULAR DUCTWORK, ELBOWS MUST BE RADIUS THROAT, RADIUS BACK WITH TURNING VANES. FLEXIBLE DUCTWORK AND SQUARE THROAT/SQUARE BACK ELBOWS SHOULD NOT BE USED. ANY TRANSITION AND/OR TURNS IN THE DUCTWORK WILL CAUSE SYSTEM EFFECT. SYSTEM EFFECT WILL DRASTICALLY INCREASE STATIC PRESSURE AND REDUCE AIRFLOW. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED SUPPLY STRAIGHT DUCT SIZE IS 23" x 39". SUGGESTED RETURN STRAIGHT DUCT SIZE IS 45-5/8" x 13-1/2". CENTER OF MASS. ENTERING POWER. FAN #2 CAS-HVAC3-I.300-24MF-20T - HEATER (VEG) NOTES: 1.DO NOT OBSTRUCT OUTSIDE AIR INLET, OUTSIDE AIR COIL OR OUTSIDE AIR FAN. 2. DENOTES CORNER WEIGHT. 3.ROOF OPENING MUST BE 2" SMALLER THAN CURB DIMENSIONS IN BOTH DIRECTIONS. 4.CONNECTION FROM BREAKER TO UNITS SAFETY DISCONNECT SWITCH TO BE COPPER WIRE ONLY. 5.EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET. *NOTE: INTEGRAL CO2 MONITORING AND CONTROL CAPABILITIES FOR ALL SPACE MOUNTED THERMOSTATS. MIN. 23" MINIMUM STRAIGHT DUCT PER AMCA* 91" 4 1/4" 36" 59 1/2" CURB OUTLINE 3 1/2" 2 1/2" 2 5/8" 17 1/2" 91"x59 1/2". 1" NPT GAS CONN.. 89 3/4" FACTORY INSTALLED SAFETY DISCONNECT SWITCH. ONLY USE COPPER WIRING FOR UNIT SUPPLY TO DISCONNECT. 36" 6" 91" 59 1/2" 15 5/8" 47 3/8" 42 15/16" 23 1/2" 16 7/8" 40 3/8" 9 5/8"12 5/8" 1 1/2" DUCT HANGER WIDTH, TYP. SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESCRIPTION ww w . c a p t i v e a i r e . c o m DATE: AC C O R D A N C E No . 9 6 BU I L T NF P A WI T H IN S LI D TE R C U S 8664207 MASTER DRAWING 4 5/11/2026 Gr o w R o o m - C o r c o r a n , M N 1/2" = 1'-0" 20 1 2 0 A u g e r A v e n u e , Co l o r a d o H V A C , , C O , P H O N E : E M A I L : r e g 1 2 4 @ c a p t i v e a i r e . c o m Co r c o r a n , M N , 5 5 3 4 0 54 Job Name: Lost Loon Cannabis - Corcoran, MN Date: May 12, 2026 7:14 PM CAS-HVAC1-I.75-16Z-5T (#1) Dry Room Weight: 1179 lbs./83 curb RTU with Indirect Fired Heat and 16" Direct Drive Plenum Fan, 1 Furnace, Electronic Full Modulation, Constant 81% Efficiency, and 6:1 Max Turndown for NG, (5:1 Max Turndown for LP).  Stainless Steel Burner and Heat Exchanger. S U P P LY M O T O R Model 186727/A01-ECM-60-480-16 • 3.400 HP, 3 Phs, 460 V, 60 Hz, 3.3 F LA, ODP- ECM (Op en Drip Proof Electronically Commutated Mo tor) S U P P LY P E R F O R M A N C E Supply Air:2250 CFM RPM:2412 Return Air:2250 CFM Outdoor Air:0 CFM Tip Speed:10103 ft/min BHP:1.9640 SP:2.160" w.g. (1.000" Ductwork Discharge ESP + 1.160" Opt.) Altitude:992 ft B L O W E R 16 Inch Plenum Fan for size 1 RTU. Motor integral to Wheel. Max RPM = 3000 T E M P E R A T U R E C O N T R O L Advanced Grow House Unit Option - Control Logic set points, sequence of operation, and unit options optimized for Grow House. A I R F L O W D I R E C T I O N Down Discharge - Air Flow Left -> Right C U R B & S U P P O R T S ROOF CURB - 41" Width, 71" Length, 14" Supply Height, Insulated. S U P P LY I N S T A L L AT I O N I N F O R M AT I O N Gas Pressure:7 in. w.c. - 14 in. w.c. Insurance Requirements:No Insurance Requirement (ANSI) Unit Voltage:3 phs 460 V 60Hz Unit Main Input 14.8 Amps MCA • 15 Amps MOP • 460 V • 14 AWG Wire Min. SCCR:10 kAmp A2L Min. Room Area / Airflow / Height: 198.2 ft2 • 357 CFM • 7.2 ft ** ** Minimum room area assumed 7.2' supply diffuser height and is calculated per UL60335-2-40 4th ed. Values based on factory charge. Actual site charge may differ. H E A T I N G S C H E D U L E Altitude:992 ft Winter Outdoor Air Dry Bulb Temp:-13.0°F Temp Rise:26.0°F Output BTU:60,750 BTU/Hr Input BTU:75,000 BTU/Hr Based Off:BTUs Actual Air Density Gas Type:Natural C O O L I N G S C H E D U L E Outdoor Air Dry Bulb Temp:85.8°F Outdoor Air Wet Bulb Temp:76.0°F Max Outdoor Air %:0% Mixed Air Dry Bulb Temp:65.0°F Mixed Air Wet Bulb Temp:55.4°F Mixed Air Dew Point:48.5°F Leaving Dry Bulb Temp:45.7°F Leaving Wet Bulb Temp:45.7°F Leaving Dew Point:45.8°F Moisture Removal Rate:7.2 Lb/Hr Total Capacity:55.8 MBH Sensible Capacity:47.1 MBH Latent Capacity:8.7 MBH Reheat Coil Capacity:53.0 MBH Reheat Coil Leaving Dry Bulb Temp:65.0°F Reheat Coil Leaving Wet Bulb Temp:54.1°F Reheat Coil Leaving Relative Humidity:50% IEER:17.9 ISMRE2:6.4 Generated for job # 8664207 55   C O N F I G U R E D O P T I O N S Control panel enclosure heater, includes 100w, 120v heater. Recommended for winter design temperature less than 0°F. Operates on PCB controls in IBT Single Modules or RTU Factory Assembled Heated Drain Kit for RTU. Required for Winter Design Temp of 0 degrees F and lower. Gas Pressure Gauge, 0-35", 2.5" Diameter, 1/4" Thread Size Gas Pressure Gauge, 0 to +10 Inches Wc., 2.5" Diameter, 1/8" Thread Size, Rear Thread Cooling Override Single Point Electrical Connection for RTU. QNTY 1 750va Transformer Used. If a Non- DCV Prewire controls this unit, the #28, #47, "MA", or "E2" Option Prewire must be selected. Do not provide supply starter in prewire. Unit will be shipped with construction mode ON. This is used to provide tempering for a building in construction. Activation is set to Intake, Tempering is set to Discharge, Mixing Box is set to 100% OA and HMI number is 1. RTU Blower Door Switch. Used to turn on DOOR INTERLOCK Schematic Layer. Does Not Include Door Switch. 2" Merv 13 Filters for Size 1 RTU. QTY 4, 16 x 16 x 2 Merv 13 Filters 2" Merv 8 Filters for Size 1 RTU. QTY 4, 16 x 16 x 2 Merv 8 Filters CFM monitoring for MUA units. Uses rivet nuts, 1/4" airflow tubing and push to connect fittings. Blower Delay Stop. Allows supply fan to run after the burner has shut off Factory set at 90 secs for indirect 30 secs for direct. RTU Size 1 Down Discharge Intake Firestat. Set to 135°F Freezestat Discharge Firestat. Set to 240°F Auxiliary Reheat - Uses back up heat (Indirect) as secondary reheat. CASLink building monitoring system communications module. Requires internet & field wired ethernet connection or 3G cellular service. Includes Rev 3 Comm Module, RJ45 to modbus converter, 3 FT cat5 cable, and 1 FT of shielded twisted pair. Size 1 RTU Curb Duct Hanger - Adjustable Duct Hanger Support Brackets installed for both return and discharge duct. Commercial Smoke Detector Interlock (Detector By Others) ECM Control for RTU MUA Board. Supply fan controlled by output signal from control board. Ship Loose Gas Strainer. To be installed upstream of unit connection. 3/4" Connection Remote IP BACnet monitoring for supply fans. Occupied Scheduling Defaulted for IBT/RTU. Clogged Filter Switch with Notification on HMI GFCI 15 amp Convenience Outlet For RTU1 Enclosure. 120V power supply by others. Includes receptacle, jbox & cover. 5 Ton Modulating Cooling Option, 460/480V. R454B Refrigerant, Variable Speed Inverter Duty Compressor, DL ECM Condensing Fan(s). RTU1 Accumulator Option. Includes the RTU3700 / A0027205 Accumulator. Includes layers needed for three phase ECM Fans. RTU Compressor Oil Sensor Factory Installed. M12 Style Connector. R454B Refrigerant Leak Detector Option. Includes 20% LFL sensor and harness. Low ambient cooling controls down to 0F ambient temperatures. To be used in recirculating applications. 5 Ton Cooling Only Modulating Reheat Option for Space Control - R454B Low ambient cooling controls down to -20F ambient temperatures. To be used in recirculating applications. RTU Size 1 Hail Guard for outdoor coil. Includes magnets and washers for installation. RTU 1 Fixed 100% Return Air Intake. RTU Size 1 Down Return - 100% RA Remote Room Sensor Option. Wall Mountable 10k Temp and Humidity Room Sensor Included. Generated for job # 8664207 56 C A S -H VA C 1 -I .7 5 -1 6 -5 T S O U N D (2 4 1 2 R P M ) AT 5 F T. I N O C TAV E S : 1 2 3 4 5 6 7 8 81.8 81.6 78.1 75.4 75.7 72.2 69.6 71.6 LWA:80.4 Sones:19.5 DBA:70.1 Note: Sound data across operational range. Tested in accordance to AHRI Standard 270/370. Generated for job # 8664207 57 DISCHARGE CUTOUT.21 1/4" 20 5/8" 14 7/16" 7 3/4" 75 7/16" 77 15/16" 1" NPT SS EVAPORATOR DRAIN (TRAP REQ'D). 4" MINIMUM TRAP DEPTH. 26 35 ENTERING POWER. 6 1/4"5 5/8" 319 LBS 380 LBS 261 LBS219 LBS *NOTE: SUPPLY DUCT MUST BE INSTALLED TO MEET SMACNA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT DISCHARGE AS OUTLINED IN AMCA PUBLICATION 201. WHEN USING RECTANGULAR DUCTWORK, ELBOWS MUST BE RADIUS THROAT, RADIUS BACK WITH TURNING VANES. FLEXIBLE DUCTWORK AND SQUARE THROAT/SQUARE BACK ELBOWS SHOULD NOT BE USED. ANY TRANSITION AND/OR TURNS IN THE DUCTWORK WILL CAUSE SYSTEM EFFECT. SYSTEM EFFECT WILL DRASTICALLY INCREASE STATIC PRESSURE AND REDUCE AIRFLOW. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED SUPPLY STRAIGHT DUCT SIZE IS 20-3/4" x 21-1/2". SUGGESTED RETURN STRAIGHT DUCT SIZE IS 28" x 10". 3 1/2" 42 3/16" 44 11/16" CENTER OF MASS. FAN #5 CAS-HVAC1-I.75-16Z-5T - HEATER (DRY ROOM) NOTES: 1.DO NOT OBSTRUCT OUTSIDE AIR INLET, OUTSIDE AIR COIL OR OUTSIDE AIR FAN. 2. DENOTES CORNER WEIGHT. 3.ROOF OPENING MUST BE 2" SMALLER THAN CURB DIMENSIONS IN BOTH DIRECTIONS. 4.CONNECTION FROM BREAKER TO UNITS SAFETY DISCONNECT SWITCH TO BE COPPER WIRE ONLY. 5.EXTERIOR GAS CONNECTION PROVIDED BY FACTORY WITH QUICK SEAL AND ANTI-ROTATION BRACKET. *NOTE: INTEGRAL CO2 MONITORING AND CONTROL CAPABILITIES FOR ALL SPACE MOUNTED THERMOSTATS. MIN. 20-3/4" MINIMUM STRAIGHT DUCT PER AMCA* 47 5/16" 12 1/4" 5 13/16" 71" 41" 14" CURB OUTLINE 41" X 71". 12" NPT SS GAS CONNECTION. 27 15/16" 10" 4 1/2" 4 11/16" RETURN CUTOUT. 2 1/4" 2 13/16" 63 1/8" FACTORY INSTALLED SAFETY DISCONNECT SWITCH. ONLY USE COPPER WIRING FOR UNIT SUPPLY TO DISCONNECT. CONDENSATE DRAIN. 58 Fan #5 Curb ROOF CURB - 41" Width, 71" Length, 14" Supply Height, Insulated. 14" 6" 30 1/4" 11 3/4"22 1/4" 21 5/8" 33 5/16" 11 11/16" 5 5/16" 27 9/16" 71" 41" 1 1/2" DUCT HANGER WIDTH, TYP. 59 SERVICE CLEARANCE 3 FT. SERVICE CLEARANCE AND CLEARANCE TO COMBUSTIBLES 3 FT. CLEARANCE TO COMBUSTIBLES 0 FT. CLEARANCE TO COMBUSTIBLES 0 FT. CLEARANCE TO COMBUSTIBLES 0 FT. SERVICE CLEARANCE 3 FT. SIZE 1 - 1 CONDENSER 60 A B C D E F G H I 1 2 3 4 5 6 7 8 9 10 COMPONENT LISTLABEL DESCRIPTION J1 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 J10 120V J30 120V J29 120V J9 120V 10 1 J15 10 1 J35 123456789 101112131415161718 J7 1234567 891011121314 J13 1234567 891011121314 J18 2 4 1 3 J34 2 4 1 3 J37 SW-01 BK 1 2 3 4 TH E R M I S T O R S TH E R M I S T O R S L + - PWS-02 N BL RD CO M M O N 0- 1 0 V I N 24 V D C J2 J3 J4 J5 J6 123456789 101112131415161718 123456789 101112131415161718 J31 123456789 101112131415161718J36 123456789 101112131415161718 J32 PR BR CNO LEGEND FIELD WIRING FACTORY WIRING BK- BLACK BL- BLUE BR- BROWN OR- ORANGE WH- WHITE OR/BL- OR/BL STRIPE BL/RD- BL/RD STRIPE RD/GN- RD/GN STRIPE WH/BL- WH/BL STRIPE YW- YELLOW GY- GREY PR- PURPLE RD- RED GR- GREEN PS-10 BK DMBK WH RD BL MT-01 GR FIRE I/P TRIPS UPON 120VAC BK HE-01 WH HE-02BK WH FBK HV PS W TH IN D V1 V2 S1G RL FSC-01 GY RDBKPR YWBR GY RD TR-03 120 24 VA-05 WH BK SH D BK RD HN PS-01C NO STP wire PK J17 PV-01J21WH BK FR-01 IG N I T O R GTO WIRE N2x H2x 8AI-4DI-2J28 1AI-3AI-2J14 1 8AI-1DI-1J12 1 8 C R BA S / S T A T G Y W J16 8 1 J11 8 1 OR HE-01 CABINET_HEATER PS-10 CLGGD_FILTER_SWITCH + +- N PWS-01 - L LED2 RDBK DS-02 N HB ELEC_DOOR_SWITCHDS-XX CAB_LED_STRIPLED-XX SUPPLY_MOTORMT-01 SW - 1 5 SW - 1 6 EC1+ EC 1 - PS-20 LIQUID_LINE_PRES SUCTION_LINE_PRESPS-21 DISCHARGE_LINE_PRESPS-22 (DX) SW-18 24 V A C ( O / P ) (I / P ) (DOOR) SW-19 24 V A C ( O / P ) (I / P ) H CB-01 N CIRCUIT_BREAKERCB-01 FSC-01 FLAME_SAFETY_CTLR FR-01 FLAME_ROD PV-XX FURNACE_POWER_VENT MOD-1 POWER_VENT_1 SN-06 SN-07 SN-08 SN-10 SUCTION_LINE LIQUID_LINE INDOOR_TOP COMP_DISCHARGE DRAIN_HEATERHE-02 SUPPLY HG-01 EEV-01 CMT-01 RD EC1+ EC1- L1 L2 L3 E124VD1T NO JUMP CMT-XX CONDENSING_MTR DISCH/HIGH_LIMIT OUTDOOR RETURN INTAKE SN-04 SN-03 SN-02 SN-01 J33 RC-01 BK WH P1P2 +- H N MODBUS J38 3 1 BP 120V BC HMI J2 H N BP RD BC BL BK WH 24V (40VA) 120V 2 ON 1 3 4 MUA Board SW-01 DISCONNECT_SWITCH REFR_LOW_PRES_SWSW-15 REFR_HIGH_PRES_SWSW-16 VA-05 MOD_GAS_VALVE HG-01 REHEAT_VALVE_1 S2 1 ON PROG CAT-5 SCADA +/24V -/GND CM+ CM- J2 SPACE HMI SCADA_COMM_MODULESCADA L3 L2 L1 W V U VFD-02 Pwr+ Pwr- +-GN D RS485Field Ethernet Protocessor BP BC DDC-1 BACnet DB-01 L1 L2 L3 DISTRIBUTION_BLOCKDB-01 L1 L2 L3 VFD-02 COMP_VFD 616869 DB-01 L1 L2 L3 L1 L2 L3 CP-01 T3 T2 T1 GR 6861 69 6861 69 RD BK WH BK BK BK BK BK BK E1T RD BK SHIELDEDWIRE PWM- PWM+ L1 L2 L3 DB - 0 1 L1 L2 L3 EEV-01 ELEC_EXP_VALVE_1 WHBK GR RD WH BK GRRD OR TR - 0 1 CTRL_TRANSFMRTR-01 MOD_VALVE_TRFMR_1TR-03 LOCAL TEMP_SENSORSN-XX BK HE-03 NWH HB - +- N PWS-01 - L LED2 RDBK DS-02DS-02 N HB DS-03 TR-05 GR HUM-3 CO M / 3 / - VO U T / 1 / O VI N / 2 / + HUM-4 VI N / 2 / + VO U T / 1 / O CO M / 3 / - BK RD SH D BK RD SH D BK BK BL BL 15A MAX SEPARATE 120VPOWER REQ ABCSH I E L D E D WI R E ROLL_OUT_1-1SW-03 BR BL GR BK SHIELDED WIRE CAB_LED_STRIPLED-XX ELEC_DOOR_SWITCHDS-XX PS-01 VENT_PROVING_1 ROLL_OUT_1-2SW-13 CRANKCASE_HEATERHE-03 SW-18 DX_FLOAT_SWITCH SW-19 DOOR_SWITCH BOARD_POWER_TRFMRTR-05 CONV_OUTLETRC-01 HUM-XX HUM/TEMP_SENHUM-XX HUM/TEMP_SENHUM-XX HUM/TEMP_SENHUM-XX HUM/TEMP_SEN RETURN DISCH F3/F9/E4/D9 F4E9D9 I8 E5 H7 H8 B6 F8 F8 F9 F9 F8 I4/I5/I6/I7 E8 B3 D4 C1 B2 F1 D3 E7 F5 F5 A3/I8 G2 B4 G9/H10 G7 C7 B3 F6 F6 F6 E3 F9 F9 G3 B4 INTAKE_AVG SN-01 SN-09 INDOOR_BOTTOM NOT REQIF SPACESENSOR ISWIRED WIREDANT ON 1 2 3 4 5 6 7 8 0-10VDC OutputRH SENSOR VA-01 PRYW YW MAIN-1 LA-01 EX-LOWAMBIENTSOLENOID PR GY G8EX_LOW_AMBIENT_SOLENOIDLA-01 HE BK GR BK WHHE-10 B6ACCUMULATOR_HEATERHE-10 A RJ C - 1 BC L3 L2 L1 BK BK BK BK BK556 INDOOR_TOP SN-08 AL GR LIQUIDLINE 24 VCO M VO U T LINESUCTIONDISCHARGELINEPS-22 PS-21 PS-20 VO U T CO M 24 V VO U T CO M 24 V 24 V D C 0- 1 0 V I N CO M M O N HUM-1 HUM-2 CO M M O N 0- 1 0 V I N 24 V D C VI N / 2 / + VO U T / 1 / O CO M / 3 / - VI N / 2 / + VO U T / 4 / O CO M / 5 / - BKRD SH D HUM-2 +/7 -/8 INTAKE SPACE SPACE DWYER ROOM SENSOR ONLY HMI J3LOCAL RD BK BK WH 1 ON DDC PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-22PS-22PS-22 GND:GR YW/GR SHLDGND:GR YW/GR SHLDGND:GR YW/GR SHLD VOUT IOUT YW/GRor or orWHRD BR BLBKororWHRD BR BLororWHRD YWororJUMP OIL_SENSORSEN-1 F5 OIL SENSOR SE N - 1 VOUT COM 24V BR BP24VBPBK BL WH DUNLI-YWZIEHL-RD CO M / 3 / - VO U T / 1 / O VI N / 2 / + VO U T / 1 / O CO M / 3 / - 123456789 101112131415161718 J8 VA-01 MAIN_GAS_VALVE E7 PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-22PS-22PS-22 GND:GR YW/GR SHLDGND:GR YW/GR SHLDGND:GR YW/GR SHLD PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-20,PS-21, WIRE COLORS 24V:BR BK RDVOUT:BK RD WHCOM:BL WH BK PS-22PS-22PS-22 GND:GR YW/GR SHLDGND:GR YW/GR SHLDGND:GR YW/GR SHLD J5HMI SN-11 SLT SN-11 SW - 0 3 BL BL SW - 1 3 BR BR SW - 0 4 SW - 1 1 FURN_HIGH_TEMP_1-2SW-11 F8 F8SW-04 FURN_HIGH_TEMP_1-1 2 ON 1 Mod GV 23 4 15 LD LEAK_DETECTORLD F5 LD BP C NO LDLEAK DETECTORCONTACTS RD HUM-4 +/7 -/8 RETURN 3 J251 C-+ DDC SH I E L D E D WI R E OR D124V AL 1 AL 2 6869BP MAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLY RD YW PWM- PWM+ BK GN YW/GN YW/ MAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLY COMPRESSOR_1CP-01 C1 DWYER ROOM SENSOR ONLYVOUT IOUT MAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLY ON 1 2 3 4 5 6 7 8 DWYER ROOM SENSOR ONLYVOUT IOUT ONONONONONONONONON ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON OF F MAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON OF F MAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON OF F MAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLYMAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON 1 2 MAMAC RH SENSOR ONLY ON OF F ON 1 2 ON 1 2 ON 1 2 ON 1 2 ONONON ON ON OF F ONON OF F OF F OF F OF F OF F OF F ON OF F OF F OF F OF F OF F ON RD BK RD BK SH D RD BK SHD SHD BL RD SD-01 24 V A C IN P U T CO M M O N 24 V A C 109818 RDBL SD 1 SD 2 SD 3 SD 4 -24V NO COMALARM FI E L D S U P P L Y A N D IN S T A L L E O L R E S I S T O R 161617 20COMNCNOTESTALARM24VRESET WH BK OUTDOOR:1.21HP-380-480V-3P-1.6FLAOUTDOOR PART:196056SUPPLY: 3.4HP-460V-3P-3.3FLA MOTOR INFO COMP:VZH028CGCOMP MOTOR: 380-480V-3P-7.2RLACOMP VFD PART:134N4262 ELECTRICAL INFORMATIONMOTOR/CTRL CIRCUIT MCA: 14.8AMOTOR/CTRL CIRCUIT MOP: 15A DWG NO JOB NO DATE DRAWN BY JOB NAME DESCRIPTION OF OPERATION TYPE DRAWING TITLE MUA BOARD (DETAILS TO FOLLOW) 8664207 Lost Loon Canna... FACTORY AUTO 5/12/2026 HW8664207-561 SMV VFD PARAMETER SETTINGS IT MAY BE REQUIRED TO FULLY POWER DOWN THE DRIVE AND TURN BACK ON IN ORDER TO INITIATE NEW PARAMETER SETTINGS. **Min. and Max. Frequency Settings override all other Preset speeds/Parameters. Do not adjust these on the VFD. Min. and Max. Frequency should be adjust on the RTU HMI. TERMINAL FUNCTION 24+13 37 Pressure Switch In 1 Relay 1 to oil solenoid 2 69 T3 (98)Compressor 3 Phase Input or Single Phase Input 3 Phase Input Compressor Compressor 3 Phase Input or Single Phase Input T1 (96) T2 (97) L1 (91) L3 (93) L2 (92) 68 95 INPUT Ground 99 Compressor Ground Relay 1 to oil solenoid T1 T2 T3 61 P RS-485 N RS-485 COM RS-485 COMPRESSOR DRIVE PARAMETER SETTINGS MUST BE CONFIGURED BEFORE STARTUP A B C D E F G H I 1 2 3 4 5 6 7 8 9 10 All external control wires to motor speed control should be 16-20 AWG shielded multi-conductor cables and must not be run in the same conduit or raceway with any high power wiring. Ground Shielded Cable at the drive chassis ONLY. PG. 11, 19, 23 OF THE DRIVE MANUAL DESCRIBES THE PROPER HANDLING OF THE VARIABLE FREQUENCY DRIVE. *NOTE: THE DEFAULT FOR THE DRIVE IS "225". L3(93) BK BK BKGR VZHVFD 2 616869 37 U V W Terminals CompressorTo BK BK BK SW-01From 95 GR 1321 SHIELDED BK RD WIRE L2(92)L1(91)T1(96)99T2(97)T3(98) VZH SERIES COMPRESSOR VFD P100 P150 P194 P410 P103 P107 P108 P167 (TB-30 OUTPUT) = 1 PASSWORD = 225 MODBUS ADDRESS = 21 ADJUST MANUALLY ON ALL DRIVES VFD MAX FREQUENCY (START SOURCE) = 01 00 (IF 120 OR 208 VAC) 01 IF(230, 480 OR 575VAC) (MOTOR FLA X 100) / REFERENCE BUILD SHEET COMPONENT LIST LABEL DESCRIPTION VFD-2 Compressor VFD PWS-01 24VDC Power Supply SW-01 Main Disconnect Sw LEGEND FIELD WIRING FACTORY WIRING BK- BLACK BL- BLUE BR- BROWN OR- ORANGE WH- WHITE OR/BL- OR/BL STRIPE BL/RD- BL/RD STRIPE RD/GN- RD/GN STRIPE WH/BL- WH/BL STRIPE YW- YELLOW GY- GREY PR- PURPLE RD- RED GR- GREEN RTU VFD SCHEMATIC *Must be programmed using software MODBUSJ38 3 1 *Changing 8-30 will reset 8-01 and 8-03 if programmed after 8-01 and 8-03 are set *Note: Not Suitable for Corner Grounded 3 Phase Input power P171 P108 - 1 0-60 1-71 3-16 3-41 3-42 4-18 8-01 8-03 8-04 8-30 8-31 8-32 8-33 225 10 SECONDS [0] NO FUNCTION 200.00s 200.00s [2] CTRL WORD ONLY 20 SECONDS [2] STOP [2] MODBUS RTU 1 19200 [0] EVEN PARITY, 1 STOP BIT 28-00 28-11 DISABLE 1440m 3-02 3-15 30 [0] NO FUNCTION 28-12 28-15(14) 28-17(16) 24h 100Hz (3000RPM) 140Hz (4200RPM) 8-43-2 8-43-3 10 10 8-43-4 8-43-5 8-43-6 8-43-7 8-43-8 8-43-9 13 13 14 14 33 10 10 13 13 14 14 33 33 IF 208V = 76(028), 92(035), 108(044) IF 480/575v = 76(028), 92(035), 115(044) 8-43-10 8-43-12 8-43-13 35 19 35 DRIVE OUTPUT RATING JUMPER REQUIREDFOR CDS302/303 VFD DWG NO JOB NO DATE DRAWN BY JOB NAME DESCRIPTION OF OPERATION TYPE DRAWING TITLE MUA BOARD (DETAILS TO FOLLOW) 8664207 Lost Loon Canna... FACTORY AUTO 5/12/2026 RTUVFD8664207-5 OUTDOOR:1.21HP-380-480V-3P-1.6FLAOUTDOOR PART:196056SUPPLY: 3.4HP-460V-3P-3.3FLA MOTOR INFO COMP:VZH028CGCOMP MOTOR: 380-480V-3P-7.2RLACOMP VFD PART:134N4262 ELECTRICAL INFORMATIONMOTOR/CTRL CIRCUIT MCA: 14.8AMOTOR/CTRL CIRCUIT MOP: 15A 62 Installed Options NOTES SAFETY UNIT MAIN POWERFROM BUILDING BREAKERTO SAFETY DISCONNECT DISCONNECT RD - RED BL - BLUE WH - WHITE BK - BLACK OR - ORANGE BR - BROWN PK - PINK PR - PURPLE GY - GRAY GR - GREEN YW - YELLOW WIRE COLOR SPACE REHEAT CONTROL UNIT BOARD TO MAMAC SPACE SENSOR Responsibility Electrician UNIT BOARD SPACE SENSOR MUA J15 9 10 5 6 7 CONVENIENCE OUTLET SEPARATE 120V BREAKER 120V CONVENIENCE OUTLET H N CONVENIENCE OUTLET TO SEPARATE 120V Responsibility Electrician 120V HOT NEUTRAL CAS BACNET TO BACNET MASTER Responsibility Electrician CAS BACNET BACNET MASTER MASTER BACNET + - GND TO UNIT BOARD TO MAMAC SPACE SENSOR Responsibility Electrician UNIT BOARD SPACE SENSOR MUA J15 9 10 ST 24 VDC 0-10 VIN COM ST BREAKER TO PRIMARY DISCONNECT Responsibility Electrician BREAKERBREAKER DISCONNECT 460 VOLT BREAKER 3PH CONTROL POWER. DO NOT WIRE TO GFCI OR SHUNT TRIP ST ST L1L2L3GND L1 L2 L3 GROUND +-GND +/7-/8 VIN/2/+ VOUT/4/O COM/5/- +/7-/8 HUM-2 + - J15-(9) J15-(10) HUM-2 VIN COM OUTV J14-(5) J14-(6) J14-(7) SENSOR WIRES BACKTO IBT/MUA BOARDSENSOR WIRES BACKTO IBT/MUA BOARD 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Field Wiring MUA J14 ELECTRICAL CABINET TO SMOKE DETECTORResponsibility Electrician SMOKE DETECTOR SD2SD3 818 SD1 SD4 9 10 NOCOM 24V - SMOKE DETECTOR TO BUILDING ALARM Responsibility Electrician SMOKE DETECTOR 1617 6 1 NCNO COM EOL RESISTOR FIELD SUPPLIED AND INSTALLED 24V 20 RESET ALARM ALARM ALARM TEST TEST TO THEBUILDINGALARM BUILDING ALARM ELECTRICAL CABINET DRAWING NUMBER JOB MODELINST8664207-5 CAS-HVAC1-I.75-16-5T RTU Installation Wiring Lost Loon Cannabis - Corcoran, MN HMI SCHEDULE UNIT NUMBER HMI #HMI LOCATION TEMP AVERAGING MODBUS ADDRESS FAN #5 HMI #1 - UNIT IN UNIT NOT AVERAGED 55 FAN #5 HMI #2 - SPACE AVERAGED 56 63 WARNING! Ensure that all the lifting equipment used is properly rated for the weight of the unit being lifted. Each of the lifting implements (chains, slings, or straps), hooks, and shackles used to lift the unit must be capable of supporting the entire weight of the unit. Each lifting point must use individual lifting implements. Lifting implements may not be of the same length. Adjust as necessary for even unit lift. Other lifting arrangements could cause equipment or property damage. Failure to follow the instructions above or properly lift the unit could result in dropping the unit. This can result in death or serious injury to the operator/technician. Rigging Spreader bars must be used and should extend past the edges of the equipment to avoid damage to the casing. Not using spreader bars may cause damage to the unit casing. Refer to Figure 3 for rigging details. WARNING: DO NOT LIFT UNIT BY THE INTAKE LOUVER, OR DOOR OPENINGS – USE ALL LIFTING POINTS PROVIDED WITH A SPREADER BAR OR SLINGS UNDER THE UNIT – USE CARE NOT TO DAMAGE COILS, SWITCHES OR PROTRUDING SHEET METAL COMPONENTS. • Units are supplied with multiple lifting points (eyes) on the bottom corners of the structural rails. • Always use spreader bars to prevent damage to the unit casing. • Test lift the unit approximately 2 feet to verify proper center of gravity lift point. To avoid dropping unit, re-position lifting point if unit is not level. Failure to properly lift unit could result in unit dropping and possibly crushing operator/technician, which could result in death or serious injury and possible equipment or property damage. Figure 3 - Rigging (Size 2 Unit Shown) 1. Spreader Bar 2. Lifting Points 3. Forklift Pockets 2 4. ERV Module 2 2 4 3 2 2 NOTE: For units without ERV, you must use at least four lifting point locations. For ERV units, at least 6 lifting points are required when raising the unit. 64 WET POND WITH FILTRATION BENCH AUGER AVE.(PUBLIC ROW) Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ C O V E R . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 4 : 1 3 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of LOST LOON, LLC Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. Cover Sheet X Grading And Erosion Control Plan Photometric Plan PLAN SUBMISSION/REVISION MATRIX #SHEET DESCRIPTION X X X X X X X X X 202 6 - 0 2 - 2 4 202 6 - 0 5 - 1 9 Survey Plan Site Plan Site Plan - 200' Aerial DEVELOPER Lost Loon, LLC 20120 Auger Ave Corcoran, MN 55340 Contact: Bradley & Jessica Avarden Email: brad@lostlooncannabis.com CONSULTANT Alliant Engineering, Inc. Marquette Avenue South, Suite 700 Minneapolis, MN 55402 Phone: 612.758.3080 Fax: 612.758.3099 ENGINEER Dan Sjoblom, PE License No. 54821 Email: dsjoblom@alliant-inc.com SURVEYOR Dan Ekrem License No. 57366 Email: dekrem@alliant-inc.com LANDSCAPE ARCHITECT John Gronhovd License No. 59233 Email: jgronhovd@alliant-inc.com VICINITY MAP Scale: 1"=1000' Lost Loon Cultivation Facility Corcoran, MN SITE PLAN REVIEW - CIVIL/SURVEY/LANDSCAPE CONTACT LIST 0 SCALE IN FEET 15 30 60 1 5 11 1 X 2 3 4 5 10 11 X X X X N N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y Co v e r S h e e t 4000984 Utility Plan6 Details7-8 Landscape Plan9 Tree Canopy Plan SITE 65 AUGER AVE. 976 976 974 974 976 976 978 974 9 7 4 9 5 4 9 5 2 9 5 4 9 5 6 9 5 8 9 6 0 9 6 4 9 6 6 9 6 8 97 0 97 2 976 972972 972 970 968 968 970 970 968 966 970 970968 966 964 962 962 960 95 2 95 2 95 4 96 4 96 6 96 8 97 0 974 BLOCK 1 LOT 2 95 6 95 8 960 962 (PUBLIC ROW) S0 ° 0 3 ' 3 6 " W 2 4 2 . 0 8 S89°56'24"E 365.28 N1 0 ° 1 2 ' 0 1 " E 9 0 . 3 7 N 1 5 ° 5 4 ' 2 7 " W 1 4 6 . 1 1 N79°26' 3 1 " W 2 7 9 . 4 2 R =6 0 .0 0 L =8 2 .9 6 Δ=7 9 °1 3 '0 9 " C .B r g =S 6 0 °0 3 '0 8 "W C =7 6 .5 1 970 Sheet of JO B N O . DR A W N B Y : CH E C K E D B Y : SC A L E FI E L D C R E W : DA T E DE S C R I P T I O N FI E L D D A T E : CL I E N T DO C U M E N T PR O P E R T Y A D D R E S S www.alliant-inc.com Lot 2, Block 1, Jack and Cheryl Addition, according to the recorded plat thereof, Hennepin County, Minnesota. Torrens Property PROPERTY DESCRIPTION LEGEND 1.This survey and the property description shown here on are based upon information found in the Certificate of Title prepared by the Registrar of Titles, in and for the County of Hennepin and State of Minnesota, certificate no. 1600773, dated January 29, 2026. 2.The basis of bearings is Hennepin County Coordinate System NAD83(86 adj.). 3.All distances are in feet. 4.The property has vehicular access to Auger Avenue, public right of way, via curb cuts. 5.The area of the above described property is 92,304 square feet or 2.119 acres. 6.Benchmarks: Top Nut of hydrant located in the southerly SE corner of the property has an elevation of 977.19 feet NAVD 88. 7.The location of public utilities on or serving the property are depicted based on GSOC Tickets, available city maps, records, and observed evidence locations. Lacking excavation, underground utilities may not be exact. Verify critical utilities prior to construction or design. NOTES I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Dan Ekrem____________________________________________________________ Print Name ____________________________________________________________ Signature 02/24/2026 57366____________________________________________________________ Date License Number Know what's below. Call before you dig. R Dial 811 Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ S u r v e y \ D r a w i n g s \ A L T A - E C O N . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 4 : 2 9 P M 20 1 2 0 A U G E R A V E CO R C O R A N , M N 5 5 3 4 0 1 1 40 0 0 9 8 4 CN , R S 02 / 1 0 / 2 0 2 6 LO S T L O O N C A N N A B I S BB , J T 1" = 2 0 ' DE EX I S T I N G C O N D I T I O N S ---- 0 SCALE IN FEET 10 20 40 N CERTIFICATION 66 S0 ° 0 3 ' 3 6 " W 2 4 2 . 0 8 S89°56'24"E 365.28 N1 0 ° 1 2 ' 0 1 " E 9 0 . 3 7 N 1 5 ° 5 4 ' 2 7 " W 1 4 6 . 1 1 N79°26' 3 1 " W 2 7 9 . 4 2 R =6 0 .0 0 L =8 2 .9 6 Δ=7 9 °1 3 '0 9 " C.B r g =S 6 0 °0 3 '0 8 "W C =7 6 .5 1 WET POND WITH FILTRATION BENCH Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ S I T E . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 4 : 4 3 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of LOST LOON, LLC Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 3 5 0 SCALE IN FEET 10 20 40 3 N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y Si t e P l a n 4000984 3 SITE NOTES: SITE LEGEND: AREA SUMMARY 67 CURRENT APPROXIMATE IMPERVIOUS AREA: 26,996 SF (29.25% OF SITE) WET POND WITH FILTRATION BENCH Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ S I T E . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 4 : 4 6 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of LOST LOON, LLC Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 4 5 0 SCALE IN FEET 20 40 80 4 N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y Si t e P l a n - 2 0 0 ' A e r i a l 4000984 4 68 AUGER AVE. 976 976 974 974 976 976 978 974 9 7 4 9 5 4 9 5 2 9 5 4 9 5 6 9 5 8 9 6 0 9 6 4 9 6 6 9 6 8 97 0 97 2 976 972972 972 970 968 968 970 970 968 966 970 972 970968 966 964 962 962 960 95 2 95 2 95 4 96 4 96 6 96 8 97 0 974 95 6 95 8 960 962 (PUBLIC ROW) FFE: 974.0 WET POND WITH FILTRATION BENCH NWL: 969.00 HWL: 971.17 Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ G R A D I N G . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 4 : 5 8 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of LOST LOON, LLC Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 5 5 0 SCALE IN FEET 20 40 5 N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y Gr a d i n g A n d E r o s i o n C o n t r o l P l a n 4000984 5 GRADING NOTES: EROSION CONTROL SCHEDULE: EROSION MAINTENANCE: QUANTITIES: LEGEND DRAINAGE CALCULATIONS: 69 WET POND WITH FILTRATION BENCH AUGER AVE. (PUBLIC ROW) Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ U T I L I T I E S . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 5 : 0 6 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of LOST LOON, LLC Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 6 5 0 SCALE IN FEET 20 40 80 6 N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y Ut i l i t y P l a n 4000984 6 LEGEND UTILITY NOTES: STORM SEWER SCHEDULE 70 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of LOST LOON, LLC Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ D E T A I L S . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 5 : 1 9 P M Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 7 5 7 SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y De t a i l s 4000984 7 Dan Sjoblom, PE 54821 71 www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of LOST LOON, LLC Dan Sjoblom, PE 54821 DMS TA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Civil Engineer under the laws of the State of MN. 8 5 8 SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y De t a i l s 4000984 8 Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ D E T A I L S . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 5 : 2 4 P M EXPANSION JOINT DETAIL NOT TO SCALE PEDESTRIAN CURB RAMP NOT TO SCALE ACCESSIBLE PARKING SIGN NOT TO SCALE 1.5" BITUMINOUS WEAR COURSE PER BRAUN GEOTECHNICAL REPORT MNDOT 2360 SPWEB240C MNDOT SPEC 2357 TACK COAT 1.5" BITUMINOUS BASE COURSE PER BRAUN GEOTECHNICAL REPORT MNDOT 2360 SPWEB240C 6" GRANULAR BASE PER MNDOT CLASS V IN SECTION 3138 2" BITUMINOUS SURFACE COURSE MNDOT 2360 SPWEB440F MNDOT SPEC 2357 TACK COAT 2" BITUMINOUS BASE COURSE MNDOT 2360 SPWEB440F 8" GRANULAR BASE PER MNDOT CLASS V IN SECTION 3138 APPROVED SUBGRADE APPROVED SUBGRADE LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT 4" 4000 PSI CONCRETE PER MNDOT 2301 4" GRANULAR BASE PER MNDOT CLASS V IN SECTION 3138 6" 4000 PSI CONCRETE PER MNDOT 2301 4" GRANULAR BASE PER MNDOT CLASS V IN SECTION 3138 APPROVED SUBGRADE APPROVED SUBGRADE CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT NOTE: AN ADEQUATE NUMBER OF LONGITUDINAL AND TRANSVERSE CONTROL JOINTS SHOULD BE PLACED IN THE PAVEMENT IN ACCORDANCE WITH ACI AND OR AASHTO REQUIREMENTS. EXPANSION JOINTS MUST BE FULL DEPTH AND SHOULD BE USED TO ISOLATE FIXED OBJECTS ABUTTING OR WITHIN THE PAVED AREA. REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT, SUBGRADE PREPARATION, AND COMPACTION REQUIREMENTS PAVEMENT SECTIONS NOT TO SCALE STEEL TUBE CONCRETE BOLLARD NOT TO SCALE FINISHED GRADE (SURFACE VARIES) PAVED SURFACE (PAVEMENT TYPE VARIES) COMPACTED AGGREGATE BASE SIZE NO. 53 AT 95% PROCTOR DENSITY COMPACTED SUBGRADE 13 1 / 2 " 5" 8" 7" 12" CONCRETE CURB & GUTTER 6" R3" R3" 1/2" PER FT. R1 2" R 1 2 " 6"2" B612 CONCRETE CURB AND GUTTER OUTFALL NOT TO SCALE B612 CONCRETE CURB AND GUTTER MULCH AT SOD DETAIL NOT TO SCALE MULCH AT SIDEWALK DETAIL NOT TO SCALE SHRUB PLANTING NOT TO SCALE 3 X DIA. OF ROOT BALL TREE PLANTING NOT TO SCALE 2" M I N . 4" T Y P . 2 " M I N . 4 " T Y P . 72 AUGER AVE. 976 976 974 974 976 976 978 974 9 7 4 9 5 4 9 5 2 9 5 4 9 5 6 9 5 8 9 6 0 9 6 4 9 6 6 9 6 8 97 0 97 2 976 972972 972 970 968 968 970 970 968 966 970 972 970968 966 964 962 962 960 95 2 95 2 95 4 96 4 96 6 96 8 97 0 974 BLOCK 1 LOT 2 95 6 95 8 960 962 (PUBLIC ROW) S0 ° 0 3 ' 3 6 " W 2 4 2 . 0 8 S89°56'24"E 365.28 N1 0 ° 1 2 ' 0 1 " E 9 0 . 3 7 N 1 5 ° 5 4 ' 2 7 " W 1 4 6 . 1 1 N79°26' 3 1 " W 2 7 9 . 4 2 R =6 0 .0 0 L =8 2 .9 6 Δ =7 9 °1 3 '0 9 " C.B r g =S 6 0 °0 3 '0 8 "W C =7 6 .5 1 FFE: 974.0 4 - GC 4 - FNH 5 - GC 5 - GC 3 - AGM 6 - CA 4 - FNH 5 - GC 3 - FH 1 - AGM 2 - CA 3 - GC 3 - TA 3 - DPB 9 - BF 3 - RB 1 - BO 7 - GGD 8 - GLS DOUBLE SHREDDED HARDWOOD MULCH OVER FILTER FABRIC, TYP. 2.5' MAINTENANCE STRIP 4"-6" RIVER ROCK OVER FILTER FABRIC, TYP. POLY EDGING, TYP. 4"-6" RIVER ROCK OVER FILTER FABRIC, TYP. 24-36" HT. GRANITE FIELDSTONE BOULDERS DOUBLE SHREDDED HARDWOOD MULCH OVER FILTER FABRIC, TYP. TRANSFORMER & GENERATOR, SEE SITE PLAN POLY EDGING, TYP. STORMWATER SEED MIX, SEE NOTES SHORT PRAIRIE SEED MIX, SEE NOTES 10' D&U EASEMENT, SEE SURVEY EXISTING CANOPY EXISTING CANOPY EXISTING CANOPY SHORT PRAIRIE SEED MIX, SEE NOTES OVERSTORY TREES UNDERSTORY TREES CONIFEROUS TREES SHRUBS GRANITE BOULDERS (20"-36" FIELDSTONE BOULDERS) ROCK MULCH, SEE NOTES STORMWATER SEED MIX, SEE SEEDING NOTES SHORT PRAIRIE SEED MIX, SEE SEEDING NOTES Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ L A N D S C A P E . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 5 : 4 3 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of LOST LOON, LLC JOHN GRONHOVD, PLA, ASLA 59233 JG SM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Landscape Architect under the laws of the State of MN. 9 5 0 SCALE IN FEET 10 20 40 9 N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y La n d s c a p e P l a n 4000984 9 LANDSCAPE NOTES: 1.INSTALL 4" MIN TOP SOIL TO SEED AREAS. FINE GRADE ALL SEED AREAS. INSTALL 12" TOP SOIL TO SHRUB AND PERENNIAL AREAS. 2.STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. HAVE BOTH CITY AND OWNERS REPRESENTATIVE APPROVE ALL STAKING PRIOR TO INSTALLATION. 3.ALL SHRUB AREAS UNLESS SPECIFIED AS OTHER, TO BE BED MULCHED WITH 4" DEPTH OF NATURAL COLOR DOUBLE SHREDDED HARDWOOD MULCH OVER FILTER FABRIC. POLY-EDGER TO BE VALLEY VIEW BLACK DIAMOND OR APPROVED EQUAL. WHERE SPECIFIED, RIVER ROCK TO BE 4"-6" SIZE OVER FILTER FABRIC, WITH COVERAGE OF FABRIC - FABRIC SHOULD NOT BE VISIBLE. 4.INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. DO NOT PILE MULCH AGAINST THE BASE OF A PLANT OR TREE TRUNK; PULL THE MULCH AWAY FROM THE BASE ONE TO TWO INCHES. 5.PLANT SOIL SHALL CONSIST OF 1:1:1, SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUN SAND. 6.COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF TWO YEARS BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 7.ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 8.ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. 9.CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. 10.MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. 11.COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 12.STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY PERIOD. 13.SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 14.SUPPLY DESIGN AND INSTALLATION FOR IRRIGATION SYSTEM WITH 100% COVERAGE OF NEW LANDSCAPE AREAS. USE RAINBIRD OR APPROVED EQUAL WITH RAIN/FREEZE SHUT-OFF SENSOR. COORDINATE WITH G.C. AND WORK OF OTHER SECTIONS. 15.LANDSCAPE MATERIALS TO BE PLANTED AND PLACED IN ACCORDANCE WITH PLANTING DETAILS, SEE SHEET 8. LANDSCAPE REQUIREMENT: PER CORCORAN CITY CODE SECTION 1060.070 MINIMUM SIZE REQUIREMENTS: SHADE TREE (OVERSTORY): 2.5 INCH DIA. ORNAMENTAL TREES (UNDERSTORY): 1.5 INCH DIA. EVERGREEN TREES (OVERSTORY):4-6 FT. HT. TALL SHRUBS AND HEDGE MATERIALS (DECID. & CONIFER):3-4 FT. HT. LOW SHRUBS (DECIDUOUS):5 GAL. NUMBER OF PLANTINGS: -OVERSTORY: ONE PER 1,000 SF OF GROSS BUILDING FLOOR AREA OR ONE PER 50 LINEAL FEET OF SITE PERIMETER. -SHRUBS: ONE PER 300 SF OF GROSS BUILDING FLOOR AREA OR ONE PER 30 LINEAL FEET OF SITE PERIMETER. -UP TO 50% OF REQUIRED OVERSTORY TREES MAY BE SUBSTITUED WITH USE OF UNDERSTORY TREES. IN SUCH CASES 3 UNDERSTORY = 1 OVERSTORY. -IRRIGATION: UNDERGROUND IRRIGATION SHALL BE REQUIRED WHERE MUNICIPAL WATER IS AVAILABLE. -LANDSCAPE GUARANTEE: ALL NEW PLANTS SHALL BE GUARANTEED FOR 2 FULL YEARS FROM TIME PLANTING IS COMPLETED. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF GUARANTEE PERIOD OR REPLACED PER APPROVED PLAN. SECURITY SHALL BE PROVIDED. LANDSCAPE CALCULATIONS: GROSS BUILDING FLOOR AREA: 16,000 SF SITE PERIMETER: 1,206 LF TREES REQUIRED:24 TREES PROVIDED:24 SHRUBS REQUIRED:53 SHURBS PROVIDED:53 SEEDING NOTES: STORMWATER SEED MIX: BWSR 33-261 STORMWATER SOUTH & WEST. SEEDING RATE TO BE 44 LBS/ACRE (PURE LIVE SEED). SHORT PRAIRIE SEED MIX: SHOOTING STAR NATIVE SEEDS BASIC SHORT PRAIRIE MIX. SEEDING RATE TO BE 10 LBS/ACRE (PURE LIVE SEED). APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN 48 HOURS OF SEEDING. MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT FROM BLOWING AWAY. SEEDING SHALL BE APPLIED FROM APRIL 15 - JULY 20 OR SEPTEMBER 20 - FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE. REFER TO MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF HYDRO-SEED. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACKED USING A CULTI-PACKER OR EQUIVALENT. SEE MNDOT SEEDING MANUAL FOR REFERENCE. MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING AS NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND SHALL BE RESEEDED, REFERTILIZED AND REMULCHED WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, ETC. AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCCURS. SCHEDULE: LEGEND: 73 AUGER AVE. 976 976 974 974 976 976 978 974 9 7 4 9 5 4 9 5 2 9 5 4 9 5 6 9 5 8 9 6 0 9 6 4 9 6 6 9 6 8 97 0 97 2 976 972972 972 970 968 968 970 970 968 966 970 972 970968 966 964 962 962 960 95 2 95 2 95 4 96 4 96 6 96 8 97 0 974 BLOCK 1 LOT 2 95 6 95 8 960 962 (PUBLIC ROW) FFE: 974.0 PRESERVED TREE CANOPY TREE CANOPY IMPACT Fi l e L o c a t i o n : x: \ 4 0 0 0 9 8 4 - 0 0 \ P l a n S h e e t s \ P r e l i m i n a r y P l a t \ T R E E . d w g P l o t t e d B y : Da n S j o b l o m o n Ma y 1 9 , 2 0 2 6 a t 12 : 0 5 : 5 9 P M Know what's below. Call before you dig. R Dial 811 FOR R E V I E W O N L Y PRE L I M I N A R Y NOT F O R C O N S T R U C T I O N www.alliant-inc.com PROJECT TEAM DATA QA/QC CHECK DateBy CERTIFICATION Date License no. DA T E DE S C R I P T I O N Project No.: Drafted By: Designed By: Sheet of LOST LOON, LLC JOHN GRONHOVD, PLA, ASLA 59233 JG SM I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Landscape Architect under the laws of the State of MN. 10 5 0 SCALE IN FEET 10 20 40 10 N SK E T C H P L A N SI T E P L A N R E V I E W 5- 1 9 - 2 6 2- 2 4 - 2 6 Co r c o r a n , MN 20 1 2 0 A u g e r A v e Si t e P l a n R e v i e w Lo s t L o o n C u l t i v a t i o n F a c i l i t y Tr e e C a n o p y P l a n 4000984 10 LEGEND: 74 C 2026 MOMENTUM DESIGN GROUP LLC Pr o j e c t N u m b e r : AR C H I T E C T U R A L SH E E T S I S S U E D F O R RE F E R E N C E O N L Y 2550 University Ave W, #160-S St. Paul, Minnesota 55114 952.583.9788 Da t e : NO T F O R C O N S T R U C T I O N 05 / 1 9 / 2 6 Lo s t L o o n C a n n a b i s 20 1 2 0 A u g e r A v e n u e , C o r c o r a n , M N -CS- COVER SHEET 26 0 1 6 ABV ABOVE ACC ACCESSIBLE AFF ABOVE FINISHED FLOOR ALUM ALUMINUM APPROX APPROXIMATE BLKG BLOCKING BOT BOTTOM BOW BOTTOM OF WALL BPL BEARING PLATE CB CATCH BASIN CIP CAST-lN-PLACE CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS CPT CARPET CRS COURSE CT CERAMIC TILE DEMO DEMOLISH OR DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DR DOOR DS DOWNSPOUT DTL DETAIL DW DISHWASHER EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EP ELECTRICAL PANEL EQ EQUAL ABBREVIATIONS ALL NECESSARY AND/OR REQUIRED TESTS, INSPECTIONS SHOP DRAWING REVIEWS AND DRAWING INTERPRETATIONS, REQUIRED BY THE GENERAL CONDITIONS, SHALL BE EXECUTED BY A REGISTERED ARCHITECT AND/OR BY A REGISTERED ENGINEER; IF NOT, THE ARCHITECT OF RECORD AND/ OR THE ENGINEER OF RECORD SHALL BE HELD HARMLESS FOR THAT PORTION OF THE WORK IMPROPERLY EXECUTED. THE INSPECTION ARCHITECT AND/OR ENGINEER SHALL BECOME RESPONSIBLE FOR THOSE INSPECTIONS, DECISIONS AND/OR DOCUMENT INTERPRETATIONS MADE AS THEY RELATE TO THE CONTRACT DOCUMENTS AND THEIR INTENT. • ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES AND MOST STRINGENT SHALL APPLY. • DIMENSIONS GIVEN FOR MASONRY ON ARCHITECTURAL DRAWINGS, ARE NOMINAL UNLESS OTHERWISE NOTED. • SCALED MEASUREMENTS OF DRAWINGS SHALL NOT BE ALLOWED. • DIMENSION FOR STUD WALLS ARE TO FACE OF STUD AND DIMENSIONS FOR MASONRY WALLS ARE TO FACE OF BLOCK UNLESS STATED OTHERWISE. GENERAL NOTES SITE LOCATION MAP PROJECT SUMMARY SHEET INDEX: FACILITY CONSULTANT MECHANICAL ENGINEER ELECTRICAL ENGINEER MATT BEST STUART WARE JOYWAVE CONSULTING OFFICE | 720.407.8500 MATT@JOYWAVECONSULTING.COM STUART@JOYWAVECONSULTING.COM JAMES THOMPSON JAMES.P.THOMPSON@IMEGCORP.COM ZACHARY ROSS ZACHARY.R.ROSS@IMEGCORP.COM IMEG | DESIGN ENGINEERS IMEG | DESIGN ENGINEERS DILLON.X.MOORE@IMEGCORP.COM JOHN GRONHOVD #59233 733 MARQUETTE AVENUE SUITE 700 MINNEAPOLIS, MN 55402 ARCHITECT MOMENTUM DESIGN GROUP BRIAN GADIENT #52490 2550 UNIVERSITY AVENUE WEST SUITE 160-S ST. PAUL, MN 55114 CELL | 612.290.6523 OFFICE | 952.583.9788 BRIAN@MDGARCHITECTS.COM OWNER LOST LOON CANNABIS JESS & BRAD AVARDEN 20120 AUGER AVENUE CORCORAN, MN 55340 OFFICE | 802.989.3778 JESSICA@LOSTLOONCANNABIS.COM CIVIL ENGINEER ALLIANT ENGINEERING INC DAN SJOBLOM #54821 733 MARQUETTE AVENUE SUITE 700 MINNEAPOLIS, MN 55402 CELL | 952.334.1316 OFFICE | 612.767.9370 DSJOBLOM@ALLIANT-INC.COM GENERAL CONTRACTOR DIVISION 6|10 RYAN PETERSON CELL | 952.412.6004 RYAN@DIVISION610.COM Lost Loon Cannabis City Submittal 20120 Auger Avenue, Corcoran, MN LANDSCAPE ARCHITECT ALLIANT ENGINEERING INC OFFICE | 763.7679353 JGRONHOVD@ALLIANT-INC.COM STRUCTURAL ENGINEER IMEG | DESIGN ENGINEERS DILLON MOORE EXH EXHAUST EXIST EXISTING EXP EXPANSION EXT EXTERIOR FA FIRE ALARM FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FF&E FURNITURE, FIXTURES AND EQUIPMENT FFEL FINISH FLOOR ELEVATION FH FIRE HYDRANT FND FOUNDATION FTG FOOTING GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GYP GYPSUM HB HOSE BIBB HC HANDICAPPED HCWD HOLLOW CORE WOOD DOOR HDWR HARDWARE HM HOLLOW METAL HT HEIGHT HVAC HEATING VENTILATION AND AIR CONDITIONING ID INSIDE DIAMETER INCL INCLUDED/INCLUDING INSUL INSULATION INT INTERIOR INV INVERT JST JOIST LAM LAMINATE LAV LAVATORY LH LEFT HAND LT LIGHT MAS MASONRY MAT MATERIAL MECH MECHANICAL MFR MANUFACTURER MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OHD OVERHEAD DOOR OPH OPPOSITE HAND OPNG OPENING OPP OPPOSITE PAR PARALLEL PART PARTITION PC PRECAST PL PROPERTY LINE PLAM PLASTIC LAMINATE PNT PAINT PP POWER POLE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PVMT PAVEMENT QT QUARRY TILE R&S ROD AND SHELF RA RETURN AIR RAD RADIUS RCP REFLECTED CEILING PLAN RD ROOF DRAIN RF ROCK FACE RH RIGHT HAND RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RWL RAIN WATER LEADER SC SOLID CORE SCWD SOLID CORE WOOD DOOR SF SQUARE FEET/FOOT SHR SHOWER SHTG SHEATHING SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SSTL STAINLESS STEEL STC SOUND TRANSMISSION COEFFICIENT STRUCT STRUCTURAL T TREAD TO TOP OF TOC TOP OF CONCRETE TOS TOP OF SLAB TOW TOP OF WALL TYP TYPICAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VT VINYL TILE VTR VENT THROUGH ROOF VWC VINYL WALL COVERING WC WATER CLOSET WD WOOD WDW WINDOW WH WATER HEATER WP WATERPROOFING WPM WATERPROOF MEMBRANE WWF WELDED WIRE FABRIC Architectural Sheet Sheet Name Sheet Issue Date Current Revision Date Current Revision A100 SITE PLAN 05/19/26 05/19/26 000 A101 FIRST FLOOR PLAN 05/19/26 05/19/26 000 A200 EXTERIOR ELEVATIONS 05/19/26 05/19/26 000 Civil Sheet Sheet Name Sheet Issue Date Current Revision Date Current Revision C1 CIVIL COVER SHEET 05/19/26 05/19/26 000 C2 SURVEY 05/19/26 05/19/26 000 C3 SITE PLAN 05/19/26 05/19/26 000 C4 SITE PLAN - 200' AERIAL 05/19/26 05/19/26 000 C5 GRADING AND EROSION CONTROL PLAN 05/19/26 05/19/26 000 C6 UTILITY PLAN 05/19/26 05/19/26 000 C7 DETAILS 05/19/26 05/19/26 000 C8 DETAILS 05/19/26 05/19/26 000 C9 LANDSCAPE PLAN 05/19/26 05/19/26 000 C10 TREE CANOPY PLAN 05/19/26 05/19/26 000 Electrical Sheet Sheet Name Sheet Issue Date Current Revision Date Current Revision E100A SITE PHOTOMETRICS PLAN 05/19/26 05/19/26 000 LOST LOON CANNABIS IS PROPOSING A 16,016 SQUARE FOOT CANNABIS CULTIVATION FACILITY DESIGNED TO SUPPORT EFFICIENT AND SECURE OPERATIONS WHILE INTEGRATING DURABLE CONSTRUCTION AND THOUGHTFUL SITE PLANNING. THE PROJECT FEATURES A SINGLE-STORY STRUCTURE CONSTRUCTED WITH PRECAST CONCRETE WALL PANELS, PROVIDING LONG-TERM STRUCTURAL INTEGRITY, ENHANCED ENVIRONMENTAL CONTROL, AND A CLEAN MODERN ARCHITECTURAL DESIGN SUITED FOR INDUSTRIAL CULTIVATION USE. THE FACILITY LAYOUT IS DESIGNED TO OPTIMIZE WORKFLOW, CULTIVATION EFFICIENCY, AND OPERATIONAL SECURITY, WITH DEDICATED AREAS FOR CULTIVATION, PROCESSING, STORAGE, ADMINISTRATION, AND SUPPORT FUNCTIONS. SITE DESIGN INCORPORATES CONTROLLED ACCESS, SERVICE EQUIPMENT CIRCULATION PLANNING, PARKING, LOADING AREAS, UTILITY COORDINATION, AND STORMWATER MANAGEMENT TO SUPPORT BOTH OPERATIONAL PERFORMANCE AND REGULATORY COMPLIANCE. SUSTAINABLE DESIGN PRACTICES ARE KEY CONSIDERATIONS FOR THE BUILDING AND SITE DESIGN INCLUDING A SOLAR PANEL ARRAY AND LOW HEIGHT NATIVE PLANTING THROUGHOUT THE SITE TO REDUCE WATER USAGE. THE EXTERIOR CONSTRUCTION OF THE FACILITY EMPHASIZES DURABILITY, LOW MAINTENANCE, AND ENERGY CONSCIOUS DESIGN WHILE CREATING A PROFESSIONAL APPEARANCE COMPATIBLE WITH SURROUNDING DEVELOPMENT. THE OVERALL PROJECT DELIVERS A HIGHLY FUNCTIONAL CULTIVATION ENVIRONMENT THAT BALANCES OPERATIONAL EFFICIENCY, SUSTAINABILITY CONSIDERATIONS, AND LONG-TERM ADAPTABILITY FOR THE EVOLVING CANNABIS INDUSTRY. 00 0 C i t y S u b m i t t a l 0 5 / 1 9 / 2 6 75 18' - 6" 26' - 0" 18' - 6" 9' - 0 " 18' - 0" EMERGENCY GENERATOR TRANSFORMER VEGETATIVE SCREENING; SEE LANDSCAPE PLAN MAIN ENTRANCE AND EGRESS EXTERIOR ACCESS TO ELECTRICAL ROOM OH RECEIVING DOOR 19 PARKING STALLS 50' - 0" 20' - 0" 20' - 0" 20' - 0" 2 0 ' - 0 " 50 FOOT SHORELINE SETBACK 20 ' - 0 " BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK PROPERTY LINE BU I L D I N G S E T B A C K PR O P E R T Y L I N E TWO (2) SIX YARD LOCKING DUMPSTERS EXTERIOR C02 TANK EXTERIOR STAIRS FOR ROOFTOP ACCESS 24 ' - 0 " 300 FOOT SHORELAND OVERLAY CONCRETE PAD ASPHALT PAVING 6 FOOT TALL CHAIN LINK SECURITY FENCE 6 FOOT TALL WOOD SCREEN TRASH ENCLOSURE CONCRETE STOOP FOR REAR EGRESS DOOR EV CHARGING STALL FIRE SPRINKLER ROOM AND MECHANICAL ROOM ACCESS FIRE DEPARTMENT CONNECTION KNOX BOX LOCATION AC C E S S A I S L E 9' - 0 " 9 ' - 0 " PROPERTY LINE PROPERTY LINE UNOBSTRUCTED EGRESS PATH TO PUBLIC WAY CONCRETE CURB AND GUTTER AT PERIMETER OF PARKING AND DRIVE SURFACE 5' - 0 " 3 2 ' - 8 " CONCRETE STOOP FOR REAR EGRESS DOOR PROPOSED BUILDING 16,016 SF PRIMARY ROOF DRAIN OVERFLOW ROOF DRAIN OVERFLOW ROOF DRAIN DISCHARGE PRIMARY ROOF DRAIN OVERFLOW ROOF DRAIN SOLAR PANEL ARRAY AREA STORM WATER POND; SEE CIVIL PLAN ROOF MEMBRANE OVER TAPERED ROOF INSULATION TO PRIMARY ROOF DRAIN AT 1/4" / FOOT ROOF ACCESS; GUARDS TO BE PROVIDED IN ACCORDANCE WITH IMC SECTION 304.11 AT ROOF EDGES WITHIN 10' OF ROOF ACCESS FIRE PERSONEL ACCESS FROM APPARATUS LOCATION R 300' - 0" FIRE APPARATUS ACCESS LOCATION TO 150 FEET FROM CURB CONCRETE BOLLARD FIRE LANE SIGN EXISTING FIRE HYDRANT AUGER AVENUE SITE ENTRY SITE LIGHTING 28' - 10" 100' - 0" 12 ' - 0 " 2 0 ' - 0 " 12' - 0" 128' - 0" 12' - 0" SITE LIGHTING SNOW REMOVAL COLLECTION TYPICAL GROW ROOM RTU RTU RTU RTU 4' - 0 " FINISHED CONCRETE CAP 6" DIA. CONCRETE FILLED STEEL BOLLARD; PAINTED SAFETY YELLOW EXPANSION MATERIAL AT PERIMETER FINISHED PAVING CONCRETE FOUNDATION UNDISTURBED EARTH 2' - 0" 3' - 6 " M I N . 5' - 0 " ADA PEDESTRIAN RAMP AS INDICATED ON SITE PLAN (MAX. SLOPE OF 1:12 AND MAX 30" RISE). (SEE PEDESTRIAN SIDEWALK RAMP DETAIL) 10' - 0" 5' - 0 " 1' - 8 " 6' - 0"5' - 0" PLACE SIGN 5' FROM FACE OF CURB CENTERED ON PARKING STALL, IF SPACE IS AVAILABLE (IF SPACE IS NOT AVAILABLE, 1' MIN. AND 8' MAX. DISTANCE FROM FACE OF CURB) MIN. 9' - 0" MIN. 9' - 0" RE F E R E N C E S I T E P L A N FU L L L E N G T H O F P A R K I N G S P A C E R E Q U I R E D B Y C I T Y INTERNATIONAL SYMBOL OF ACCESSIBILITY -PAINTED ON THE SURFACE OF THE PARKING STALL. PAVING STRIPES TO MARK THE ACCESS ISLE PAVING STRIPES TO MARK THE STALL WIDTH ACCESSIBLE SIGNAGE AT EACH ACCESSIBLE STALL, TYP. 1' - 0" METAL SIGN W/ WHITE BACKING, BLACK P INSIDE A RED CIRCLE WITH A BISECTING DIAGONAL LINE AND RED LETTERING FIRE LANE P NOTE: COMPLY WITH REQUIREMENTS OF MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2" DIAMETER GALVANIZED STEEL SIGN POST WITH BRACKETS AND CAPS FR O S T D E P T H 5' - 0 " B Y C O D E 1' - 6 " PARKING VERIFY AMOUNT OF FINE WITH BUILDING/ ZONING OFFICIALUP TO $200 FINE FOR VIOLATION VAN ACCESSIBLE VEHICLE ID REQUIRED THIS SIGN NOT REQUIRED AT OUTDOOR PARKING SPACES ADDITIONAL TYP. SIGNAGE ACCESS AISLE NO PARKING SCALE 3/16" = 1'-0"4 SITE DETAILS - TYP. ADA PARKING STALL LAYOUT SCALE 3/4" = 1'-0"2 TYPICAL SITE SIGNAGE SCALE 1/2" = 1'-0"3 BOLLARD - CONCRETE FILLED C 2026 MOMENTUM DESIGN GROUP LLC Pr o j e c t N u m b e r : AR C H I T E C T U R A L SH E E T S I S S U E D F O R RE F E R E N C E O N L Y 2550 University Ave W, #160-S St. Paul, Minnesota 55114 952.583.9788 Da t e : NO T F O R C O N S T R U C T I O N 05 / 1 9 / 2 6 Lo s t L o o n C a n n a b i s 20 1 2 0 A u g e r A v e n u e , C o r c o r a n , M N A100 SITE PLAN 26 0 1 6 SCALE 1/16" = 1'-0"1 SITE PLAN PARKING STALL TYPE COUNT ACCESSIBLE 1 STANDARD 18 Total 19 CURRENT ZONING: I-1 LIGHT INDUSTRIAL 00 0 C i t y S u b m i t t a l 0 5 / 1 9 / 2 6 76 UP 2 A200 4 A200 1 A200 3 A200 29' - 6" 45 ' - 8 " 45 ' - 8 " 29' - 6"29' - 6" 1347 SF FLOWER 3 1347 SF FLOWER 2 1347 SF FLOWER 1 2317 SF MID-LATE VEG 378 SF MEP / RISER 56 SF IT CLOSET 134 SF OFFICE 56 SF SECURE VESTIBULE 84 SF SECURITY 291 SF BREAK AREA 186 SF LOCKER ROOM 186 SF LOCKER ROOM 191 SF SECURE STORAGE 421 SF SHIPPING / RECEIVING 390 SF DRY / CURE 915 SF IRRIGATION / PLANT WORK 740 SF TRIM PACKAGE 790 SF EARLY VEG 1347 SF FLOWER 5 1347 SF FLOWER 4 804 SF HALL 2 3 1 A FBCDE 10 4 ' - 0 " 154' - 0" NFPA 13 FIRE SPRINKLER SYSTEM INSTALLED THROUGHOUT BUILDING EXIT EXIT EXIT 50' - 8 3/4" 29' - 6"29' - 6"17' - 4" SCALE 1/8" = 1'-0"1 FIRST FLOOR PLAN C 2026 MOMENTUM DESIGN GROUP LLC Pr o j e c t N u m b e r : AR C H I T E C T U R A L SH E E T S I S S U E D F O R RE F E R E N C E O N L Y 2550 University Ave W, #160-S St. Paul, Minnesota 55114 952.583.9788 Da t e : NO T F O R C O N S T R U C T I O N 05 / 1 9 / 2 6 Lo s t L o o n C a n n a b i s 20 1 2 0 A u g e r A v e n u e , C o r c o r a n , M N A101 FIRST FLOOR PLAN 26 0 1 6 00 0 C i t y S u b m i t t a l 0 5 / 1 9 / 2 6 77 1st Floor 100' -0" Roof Bearing 122' -6" B.O. Foundation 96' -0" T.O. Precast 126' -0" SITE LIGHTING LOCATION OF POSSIBLE EXTERIOR C02 TANK; BOLLARDS TO BE PROVIDED FOR ADDITIONAL PROTECTION ROOF ACCESS STAIRS EGRESS LIGHTING ABOVE DOOR CONCRETE BOLLARDS OVERHEAD GARAGE DOOR 1st Floor 100' -0" Roof Bearing 122' -6" B.O. Foundation 96' -0" T.O. Precast 126' -0" METAL WINDOW FRAME; 2% TOTAL GLAZING PRE FABRICATED METAL AWNING WITH WOOD TONE ALUMINUM SOFFIT WITH EGRESS LIGHTING BELOW PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED GAS METER LOCATION BUILDING ADDRESS LOCATION LOGO SIGNAGE ~ 14.75 SF EXTERIOR TRASH ENCLOSURE WITH TWO (2) SIX YARD LOCKING DUMPSTERS A200 5 PROPOSED GENERATOR LOCATION WITH SCREENING EGRESS LIGHTING ABOVE DOOR EGRESS LIGHTING ABOVE DOOR 1st Floor 100' -0" Roof Bearing 122' -6" B.O. Foundation 96' -0" T.O. Precast 126' -0" METAL CLERESTORY WINDOWS; 6.5% GLAZING EMERGENCY GENERATOR AND TRANSFORMER ; VEGETATIVE SCREENING TO BE PROVIDED 7' - 0 " 4 ' - 0 " 1 5 ' - 0 " SITE LIGHTING EGRESS LIGHTING ABOVE DOOR 1st Floor 100' -0" Roof Bearing 122' -6" B.O. Foundation 96' -0" T.O. Precast 126' -0" WALL PACK LIGHTING ABOVE EMERGENCY EGRESS DOOR PREFINISHED METAL COPING AT PERIMETER 1" REVEAL BAND AT PERIMETER 1" REVEAL BAND AT PERIMETER Roof Bearing 122' -6" T.O. Precast 126' -0" 14 " 54"40" 54 " PREFINISHED METAL BUILDING ADDRESS NUMBERS 1" IN DEPTH PREFINISHED METAL LOST LOON CANNABIS GRAPHIC LOGO; C 2026 MOMENTUM DESIGN GROUP LLC Pr o j e c t N u m b e r : AR C H I T E C T U R A L SH E E T S I S S U E D F O R RE F E R E N C E O N L Y 2550 University Ave W, #160-S St. Paul, Minnesota 55114 952.583.9788 Da t e : NO T F O R C O N S T R U C T I O N 05 / 1 9 / 2 6 Lo s t L o o n C a n n a b i s 20 1 2 0 A u g e r A v e n u e , C o r c o r a n , M N A200 EXTERIOR ELEVATIONS 26 0 1 6 1/8" = 1'-0" North 1/8" = 1'-0" East 1/8" = 1'-0" South 1/8" = 1'-0" West Vertical Textured LIght Grey Stained or Painted Precast Concrete Dark Grey Stained or Painted Precast Concrete Dark Green Stained or Painted Precast Concrete 1/4" = 1'-0" Signage Detail 00 0 C i t y S u b m i t t a l 0 5 / 1 9 / 2 6 View From Cul-de-Sac - No Visable RTU's 78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.04 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.16 0.24 0.15 0.05 0.02 0.02 0.02 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 2.08 1.23 0.30 0.07 0.04 0.04 0.03 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.88 2.45 0.43 0.13 0.11 0.09 0.05 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.00 6.51 3.16 0.67 0.31 0.24 0.14 0.06 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.03 0.03 0.03 0.02 5.93 3.20 0.98 0.58 0.34 0.16 0.07 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.07 0.27 0.25 0.22 3.20 2.44 1.30 0.66 0.37 0.18 0.07 0.03 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.07 0.70 1.89 2.11 1.69 2.52 1.35 0.72 0.43 0.21 0.08 0.03 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.06 0.77 2.44 4.78 3.25 3.19 1.44 0.82 0.50 0.22 0.08 0.03 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.06 0.81 1.92 2.79 4.56 3.32 1.27 0.77 0.49 0.23 0.09 0.04 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.08 0.47 0.81 0.66 3.03 2.55 1.22 0.68 0.43 0.23 0.11 0.06 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.05 0.08 0.05 0.04 0.78 1.30 1.11 0.76 0.48 0.28 0.16 0.08 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.62 0.74 0.87 0.74 0.59 0.40 0.22 0.08 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.74 0.82 0.82 0.72 0.70 0.51 0.22 0.06 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.20 2.08 3.16 2.80 1.52 0.98 0.97 1.10 1.05 0.90 0.83 0.49 0.18 0.05 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.28 0.99 1.34 1.41 1.21 1.14 1.35 1.67 1.55 1.24 0.88 0.36 0.12 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.04 0.11 0.15 0.15 0.24 0.42 0.64 0.75 0.01 1.40 0.67 0.46 0.21 0.09 0.03 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.03 0.03 0.05 0.06 0.08 0.12 0.18 0.25 0.22 0.14 0.07 0.05 0.03 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.04 0.06 0.09 0.07 0.05 0.03 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 P1/+20'P1 P1/+20'P1 W1/SE/+9'W1 W1/SE/+9'W1 W1/SE/+9'W1 W1/SE/+9'W1 W1/SE/+9'W1 IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAW ING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG. ©2026 IMEG CONSULTANTS CORP. REF. SCALE IN INCHES 0 1 2 3 623 26TH AVENUE ROCK ISLAND, IL 61201 P: 309.788.0673 F: 309.786.5967 www.imegcorp.com KEY PLAN AGENCY APPROVAL REVISIONS PROFESSIONAL SEAL CONSULTANT No.Date Revision / Issue DISCLAIMER SHEET INFORMATION Date Project # Drawn Checked Approved SHEET TITLE SCALE Scale: SHEET NUMBER Issue PRELIMINARY NOT FOR CONSTRUCTION 1/16" = 1'-0" 5/ 1 5 / 2 0 2 6 9 : 2 8 : 1 5 A M LOST LOON CORCORAN, MINNESOTA LOST LOON CANNABIS FACILITY E100A SITE PHOTOMETRICS PLAN Approver Checker Author 26002542.00 05/19/2026 SITE PLAN SUBMITTAL LO S T L O O N C A N N A B I S F A C I L I T Y 26 0 0 2 5 4 2 . 0 0 N O R HT 1/16" = 1'-0"1 SITE PHOTOMETRIC PLAN LUMINAIRE SCHEDULE - SITE TAG DESCRIPTION OPTICS MTG DIMENSIONS LIGHT SOURCE DELIVERED LUMENS WATTS POWER SUPPLY MANUFACTURER - SERIES NOTES P1 POLE MOUNT FIXTURE WITH LINEAR DESIGN. EXTRUDED ALUMINUM HOUSING WITH NO VISIBLE WELDS. FRAMELESS TEMPERED GLASS LENS WITH DECORATIVE MASKING. FLUSH HANDHOLE. FINISH PROTECTED WITH PRIMAR. 20KV SURGE SUPPRESSOR. 20' ALUMINUM POLE. IP65 RATED. B1-U0-G2 TYPE IV WITH HOUSE SIDE SHIELD PL 43 3/4"L X 6 1/4"W X 4 1/8"H LED 6,599 lm 72 / FIX 277 0-10V HESS LN450-2-40K-DIM-UNV-T4-S-20-A-BC-MK-XX-HSS-TVSS20 OR PRE-APPROVED EQUAL W1 ROUND ARCHITECTURAL WALL MOUNT FIXTURE. DIE-CAST ALUMINUM HOUSING. CORROSION RESISTANT STAINLESS STEEL HARDWARE. DIFFUSED POLYCARBONATE VISUAL COMFORT LENS. IP66 RATED. B1-U0-G1 TYPE IV WL 16"L X 8"W X 2 5/8"H X 8"D LED 2,756 lm 28 / FIX 277 0-10V NLS-ORX-W-T4-16L-53-40K8-UNV-WM-XX-XX-XX-DPCL OR PRE-APPROVED EQUAL 79 LINEA 450 Pole Mounted Luminaire 1/5 Rev 20240724 www.HessAmerica.com For other Experience® Brands companies, please visit www.ExperienceBrandsUSA.com. In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials. Technical specification sheets that appear online are the most recent ones available. ‡Consult the factory to verify current status of BAA/TAA/BABAA compliance. DESCRIPTION The LINEA series features distinctly linear design qualities and exceptional versatility. Perceptively capturing today's minimal design philosophy, the reduced form is sure to retain its validity far into the future. It is available in three mounting heights in single or twin mounting configurations. The pedestrian-scale model is 15 feet, with intermediate and larger sizes at 20 and 26 feet, respectively, giving proper scale for a variety of applications. Units for bi-level mounting are available, where the street-side luminaire is mounted high and a second fixture is mounted on the sidewalk side at a lower height for pedestrian illumination. An LED illuminating bollard for low- level pathway illumination complements the family of products. CSA Listed for Wet Locations. ORDERING INFORMATION LUMINAIRE MODEL LED MODULE CCT CONTROL VOLTAGE OPTICS MOUNTING POLE HEIGHT POLE MATERIAL BASE COVER MOUNTING KIT FINISH OPTION LN450 Linea 450 1 1 Module 30K 3000K DIM 0-10v Dimming UNV 120-277v T2 Type II S Single 15 15' Straight Rectangular A Aluminum‡ (‡BAA & BABAA) BC Base Cover MK Mounting Kit (Anchor Bolts + Templates) BL Black 3PR 3-Pin NEMA Photocontrol Receptacle 2 2 Modules 40K 4000K T3 Type III D Twin XX Custom Height; Specify in Feet S Steel‡ (‡TAA) DB Dark Bronze 7PR 7-Pin NEMA Photocontrol Receptacle T4 Type IV DG Dark Grey GFCI GFCI Receptacle T5 Type V GG Graphite Grey HSS House Side Shield SG Silver Grey MS Motion Sensor Custom options are available; consult factory for assistance via phone at (864) 487-3535 ext. 258 or via email at DesignServices@EXP-Brands.com. CC Custom RAL Color TVSS20 20KV Surge Suppressor BANNER ARM ACCESSORY MODEL1 STYLE BANNER WIDTH BANNER LENGTH ORIENTATION2 HEIGHT TO TOP OF BANNER FINISH BA-LN Linea Banner Arm Set S Single Banner Arm Set 18 18 Inches 30 30 Inches 0 0° XX3 BL Black D Double Banner Arm Set 24 24 Inches 48 48 Inches 90 90° DB Dark Bronze 60 60 Inches 180 180° DG Dark Grey 72 72 Inches 270 270° GG Graphite Grey 1Set includes upper and lower breakaway banner arms. 2Orientation is relative to handhole position, which is located at 0°. See Plan View drawing on Page 5 for details. 3Specify, in inches, the desired height from the bottom of the pole to the top of the banner. Factory will determine mounting location of lower banner arm based on the banner length. SG Silver Grey CC Custom RAL Color 80 LINEA 450 Pole Mounted Luminaire 2/5 Rev 20240724 www.HessAmerica.com For other Experience® Brands companies, please visit www.ExperienceBrandsUSA.com. In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials. Technical specification sheets that appear online are the most recent ones available. ‡Consult the factory to verify current status of BAA/TAA/BABAA compliance. SPECIFICATIONS HOUSING Rectangular luminaire housing with integral fitter is extruded aluminum with no visible welds. Frameless tempered glass lens with decorative masking is hinged and secured in place with a single stainless steel quarter-turn fastener for tool-less access to the optical compartment. Lens seals to the housing with one-piece silicone gasketing when closed. Housing is fitted with stainless steel weather-tight strain relief bushing for the power cable exiting the rear of the housing. Luminaire mounts to tenon on pole and secured with four socket head cap screws on top of the housing. Luminaire is available in single or twin back-to-back mounting configurations. All hardware is stainless steel. OPTICS Optics include 2 individual LED modules. Each module consists of a field replaceable aluminum core PCB with four high-power LEDs and a single piece lens molded from optical quality acrylic. Light distributions include a choice of Type II, III, or IV optics. Luminaire emits zero uplight at 90 degrees horizontal and above and is suitable for use in all LEED lighting zones. Optional internal house side shield available on request. LED DELIVERED LUMEN OUTPUT / BUG RATING 1 Module: 36 Watts Type II - 3000K: 3397 lumens / B1-U0-G1 4000K: 3688 lumens / B1-U0-G1 Type III - 3000K: 3230 lumens / B1-U0-G1 4000K: 3507 lumens / B1-U0-G1 Type IV - 3000K: 3039 lumens / B1-U0-G1 4000K: 3300 lumens / B1-U0-G1 2 Modules: 72 Watts Type II - 3000K: 6794 lumens / B1-U0-G1 4000K: 7377 lumens / B2-U0-G1 Type III - 3000K: 6459 lumens / B2-U0-G1 4000K: 7013 lumens / B2-U0-G1 Type IV - 3000K: 6078 lumens / B1-U0-G1 4000K: 6599 lumens / B1-U0-G2 ELECTRICAL Electronic LED driver supplies 700mA drive current to LED modules with input voltage range from 120v through 277v at 50/60Hz. Power consumption is 72 watts. Optional 0-10v DC dimming is available on request. LUMINAIRE WEIGHT: 22 pounds LUMINAIRE EPA: 1.3 sq. ft POLE Aluminum: Straight rectangular pole is 6.3" x 3.9" nominal and manufactured from seamless 6061 aluminum tubing and heat treated to produce a T6 temper. Nominal wall thickness is 0.236". Sides of the shaft are flat with 1/8" radiussed corners. Flush mounted hand hole cover is plasma cut with kerf not to exceed 1/8'' and includes triangular tamper-resistant locking device. Two piece base cover is fabricated aluminum. Nominal pole height is 15'. Steel: Straight rectangular pole is 6.3" x 3.5" nominal and manufactured from cold drawn over mandrel, electric weld, mechanical steel tubing with nominal wall thickness of 0.197". Sides of shaft are flat with 1/2" radiussed corners. Pole shall show no seam along the shaft. Flush mounted hand hole cover is plasma cut with kerf not to exceed 1/8" and includes triangular tamper-resistant locking device. Pole is hot-dip galvanized with coating inside and out, then lightly sanded prior to painting. Two piece base cover is fabricated aluminum. Nominal pole height is 15'. FINISH Standard finishes are finely textured matte silver grey metallic, dark grey, graphite grey, matte black, or dark bronze. Special colors available on request. CERTIFICATION CSA Certified for Wet Locations INGRESS PROTECTION IP65 WARRANTY Limited product warranty period including LEDs is five years. Driver shall carry the manufacturer's limited warranty. 81 LINEA 450 Pole Mounted Luminaire 3/5 Rev 20240724 www.HessAmerica.com For other Experience® Brands companies, please visit www.ExperienceBrandsUSA.com. In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials. Technical specification sheets that appear online are the most recent ones available. ‡Consult the factory to verify current status of BAA/TAA/BABAA compliance. DIMENSIONS All dimensions are shown in inches unless otherwise noted. 82 LINEA 450 Pole Mounted Luminaire 4/5 Rev 20240724 www.HessAmerica.com For other Experience® Brands companies, please visit www.ExperienceBrandsUSA.com. In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials. Technical specification sheets that appear online are the most recent ones available. ‡Consult the factory to verify current status of BAA/TAA/BABAA compliance. MOUNTING DETAILS All dimensions are shown in inches unless otherwise noted. 11.8" 7.9" 3.6" (4) Anchor Bolts ø3/4" x 17" x 3" 11.8"7.9"6.3" 1.7" 0.9" 1.0" 3.2" Base Cover Grout by Others Concrete by Others Conduit by Others 83 LINEA 450 Pole Mounted Luminaire 5/5 Rev 20240724 www.HessAmerica.com For other Experience® Brands companies, please visit www.ExperienceBrandsUSA.com. In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials. Technical specification sheets that appear online are the most recent ones available. ‡Consult the factory to verify current status of BAA/TAA/BABAA compliance. ø1.5" 18" / 24" 21.5" / 27.5" ø2.0" FRANGIBLE ATTACHING FITTING WITH INTERNAL CAPTIVE SS AIRCRAFT CABLE 18" / 24" 21.5" / 27.5" NOTE: Frangible attachments for banner arms are designed to break at 60% to 70% of the rated load of the pole. UPPER BANNER ARM LOWER BANNER ARM TBD BREAK-AWAY COUPLING ON LOWER ARM 18" / 24" BANNER BANNER ARM DETAILS All dimensions are shown in inches unless otherwise noted. 180° Twin Luminaire Position (if selected) 270°90° 0° Access Door Standard Luminaire Position Linea Pole PLAN VIEW For banner arm orientation reference. 84 REV. 04.07.26 ARCHITECTURAL WALL MOUNT ORGANIX ORX-W FORM • Elegant Die-Cast Aluminum Housing • Corrosion Resistant Stainless Steel External Hardware • Sleek, Low Profile Housing • Spec Grade Performance • Engineered For Optimum Thermal Management FUNCTION • Micro Optics IES Distributions T2, T3, T4, T4FTW • 0-10V Dimming Drivers THD @ Max Load < 15% Power factor @ Max Load < 0.95 • Amber, 2700K, 3000K, 3500K, 4000K, or 5000K • 16L or 32L LED Configuration • CRI 70, 80, or 90 • 5 Mils Powder Coat • Up to 9,838 Lumens RELIABILITY • Silicone Micro Optics • 5 Year Standard Warranty • IP67 Optics • IP66 Fixture LED WATTAGE CHART Drive Current 16L 32L 400mA 18W (1576-2025 Lumens)43W (3366-4051 Lumens) 530mA 28W (2386-2839 Lumens)54W (5097-6134 Lumens) 700mA 37W (3366-3749 Lumens)72W (6731-8102 Lumens) 850mA 55W (3827-4553 Lumens)87W (8174-9838 Lumens) BUY AMERICAN To ensure the latest BAA/TAA/BABA Standards are being met, please select BAA, TAA, or BABA in the options section. Please contact the factory before placing an order for any NLS products requesting BAA (Buy American Act), TAA (Trade Agreement Act), or BABA (Build America, Buy America). 1 85 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com Project Name:Type: ORGANIX - WALL MOUNT ORDERING GUIDE Cat# Organix - Wall Mount(ORX-W) Mounting Wall Mount (WM) Light Dist. Type 2 (T2) Type 3 (T3) Type 4 (T4) Type 4 Forward Throw Wide (T4FTW) Color Bronze Textured(BRZ) White Textured(WHT) Smooth White Gloss (SWT) Silver Metallic(SVR) Black Textured(BLK) Smooth Black Gloss(SBK) Graphite Textured(GPH) Grey Textured(GRY) Green Textured(GRN) Hunter Green Textured(HGN) Custom(CS) # of LEDs 16(16L) 32 (32L) Controls Options Button Photocell (PC) Nema 7-Pin Receptacle (PE7) FSP-211 with MotionSensor/Photocell8’ and Below Heights (FSP211-8) 2, 10 9’-20’ Heights (FSP211-20) 2, 10 21’-40’ Heights (FSP211-40) 2, 10 Custom Controls Integration (CCI) 3 FSP Remote(FSIR) 11 Drive Current 400 mA(40) 530 mA (53) 700 mA (7) 850 mA (85) Options Lens Options Marine Grade Finish (MGF) House Side Shield (HSS) 9 Housing Extension(HE) 16 Emergency Battery 4W(EM4) 2 Emergency Battery 8W(EM8) 2 Buy American Act (BAA) 5 Trade Agreeement Act (TAA) 5 Build America Buy American (BABA) 5 Diffused Polycarbonate Visual Comfort Lens (DPCL) 13, 17 Clear TemperedGlass Lens(CTG) 13, 17 HAL Lens (HAL) 13, 14, 15, 17 Kelvin Amber 585-600nM(AMBER) 4, 5, 7, 8, 12 Amber LED Phosphor Converted (AMBER/PC) 5, 7, 8, 12 2700K, 70 CRI (27K7) 8 2700K, 80 CRI(27K8) 1, 8 3000K, 70 CRI(30K7) 8 3000K, 80 CRI (30K8) 1, 8 3500K, 80 CRI (35K8) 4000K, 70 CRI (40K7) 4000K, 80 CRI (40K8) 1 5000K, 70 CRI(50K7) 5000K, 80 CRI(50K8) 1 Volts 120-277(UNV) 1. Consult Factory for Lead Time. Consult Factory For 90 CRI Requests. 2. Universal Voltage 120-277 3. Please contact Factory for Custom Control Integration requests (nLight, NX, WaveLinx, Crestron, DMX/RDM, Synapse, Casambi, Dali II, Avi-On, or other control systems) 4. Turtle Safe 5. Consult factory for all BAA/TAA/BABA requests 6. Optional Lens Not Available 7. Consult Factory for Lead Time 8. 3000Korlower,withfixedmountingoptionsonly,must be selected to meet International Dark-Sky Association certification. 9. Not Available with Lens Options (VCA, VCS, DPCL, CTG) 10. FSP-211, 120V/277VAC (800W/1200W Max), 230-240VAC (300W Max), 50/60Hz Single Phase. Field/Site line voltage must be disclosed for project validation. 11. Projects with sensors require Qty. 1 FSIR per project 12. Not Available above 530mA 13. Not Available with Motion Sensor 14. HAL Lens: Yellow Polycarbonate Lens - less than 2% Blue Light Content 15. Contact Factory 16. Required for Conduit Entry 17. 700mA Max For Lens Options NOTES: 2 86 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS Theinformationandspecificationsonthisdocumentaresubjecttochangewithoutanynotification.Allvaluesaredesign,nominal,typicalorproratedvalueswhen measured under internal and external laboratory conditions. ELECTRICAL • 120-277 Volts (UNV) • 0-10V dimming driver • Driver power factor at maximum load is ≥ .95, THD maximum load is 15% • LED Drivers Ambient Temp. Min is -40°C and Ambient Temp. Max ranges from 50°C to 55°C and, in some cases, even higher. Consult the factory for revalidation by providing the fixture catalog string before quoting and specifying it. • All drivers, controls, and sensors housed in enclosed IP65 compartment • CRI 70, 80 or 90 • Color temperatures: Amber, 2700K, 3000K, 3500K, 4000K, 5000K • Surge Protection: 20KVA supplied as standard. CONSTRUCTION • Die Cast Aluminum • Internal cooling fins • Corrosion resistant external hardware • One-piece silicone gasket ensures IP66 seal for electronics compartment OPTICS Silicone optics high thermal stability and light output provide higher powered LEDs with minimized lumen depreciation. UV stability with scratch resistance increases exterior application durability. Silicone optics do not yellow, crack or brittle over time. CONTROL OPTIONS • Button Type Photocell (PC) • Controls Agnostic: Please contact factory for your preferred controls option. (nLight, NX, WaveLinx, Crestron, DMX/RDM, Synapse, Casambi, DALI II, Avi-On, or other control systems) • FSP-211 w/Motion Sensor/Photocell (120/277VAC, 230-240VAC) (FSP-X) - Passive infrared (PIR) sensor providing multi-level control based on motion/daylight contribution. • FSP-221 w/Motion Sensor/Photocell (100-347VAC, 208/230/480VAC) (FSP-HV-X) - Passive infrared (PIR) sensor providing multi-level control based on motion/daylight contribution. • All control parameters adjustable via wireless configuration remote storing and transmitting sensor profiles. • FSP-8 mounting heights 8 feet and below • FSP-20 mounting heights 9-20 feet. • FSP-40 mounting heights 21-40 feet. • Includes 5 dimming event cycles, 0-10V dimming with motion sensing, re- programmable in the field. • FSIR-100 commissioning remote is required to change sensor settings. Please contact factory for ordering. OPTIONS • BIRD SPIKES (BS) - Offer an effective and humane deterrent for larger bird species and provide a cost-effective long-term solution to nuisance bird infestations and to protect your property. • MARINE GRADE FINISH (MGF) - A multi-step process creating a protective finishing coat against harsh environments. Chemically washed in a 5-stage cleaning system. Pre-baked, Powder coated 3-5 mils of Zinc Rich Super Durable Polyester Primer. Oven Baked. Finished Powder Coating of Super Durable Polyester Powder Coat 3-5 mil thickness. • House Side Shield (HSS) is designed for full property line cutoff. FINISH • 3-5 mils electrostatic powder coat. • NLS Lighting standard high-quality finishes prevent corrosion, and protects against extreme environmental conditions. • 10 Standard Finishes, Custom Finish and Marine Grade Finish Available WARRANTY • Five-year limited warranty for drivers and LEDs. • Consult Factory for 7 or 10 year warranty LISTINGS • UL Listed in compliance with UL 1598, the Standard for Safety of Luminaires, including the applicable wet location requirements • Compliant with UL 8750 LED driver design and test safety standards • CSA C22.2 No. 250.0 • IP66 Rated Fixture • IP67 Rated Optics • IK10 Rated • Dark Sky Certified, 3000K or lower, with fixed mounting options only, must be selected to meet International Dark-Sky Association certification. BUY AMERICAN OPTION While all of the NLS Lighting products listed in this document qualify for the Buy America(n) Act of 1933, we reserve the right to change our listings without notice. The information provided above is for general informational purposes only. We encourage you to consult legal professionals for advice particular to your projects concerning BAA, TAA, BABA or Buy America. Additional NLS Products that meet BAA, TAA standards can be found at the following link: https://nlslighting.com/buy-american/ 3 3000Korlower,withfixedmountingoptions only, must be selected to meet International Dark-SkyAssociationcertification. 87 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 16.00 2.60 8.00 MODEL WIDTH HEIGHT DEPTH WEIGHT ORX-W 16”2.6”8”6 LBS Lumen Maintenance Data Ambient Tempera- ture Drive Current L90 Hours* L70 Hours** 30,000 Hours* 50,000 Hours* 60,00 Hours* 100,000 Hours** 25°C Up to 700mA 58,000 173,000 95.7%91.6%89.6%82.1% 850mA 48,000 143,000 94.3%89.5%87.2%78.5% *Reported extrapolations per IESNA TM-21 **Projected extrapolations per IESNA TM-21 2700K 70 CRI 3000K 70 CRI 3500K 80 CRI 4000K 70 CRI 5000K 70 CRIAMBER 585-600 nm LED KELVIN RANGE SCAN FOR INSTALLATION INSTRUCTIONS 4 Color Dominant or Peak Wavelength Range (nm) Minimum Maximum Amber 585 600 88 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS BUG RATING CHARTS BUG RATING CHART - STANDARD SILICONE MICRO OPTICS PART NUMBER T2 T3 T4 ORX-W-16L-40-27K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-27K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-30K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-30K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-35K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-40K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-40K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-50K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-40-50K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-27K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-27K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-30K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-30K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-35K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-40K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-40K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-50K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-53-50K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-27K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-27K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-30K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-30K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-35K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-40K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-40K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-50K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-7-50K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-27K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-27K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-30K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-30K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-35K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-40K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-40K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-50K7 B1-U0-G1 B1-U0-G1 B1-U0-G1 ORX-W-16L-85-50K8 B1-U0-G1 B1-U0-G1 B1-U0-G1 BUG RATING CHART - PERFORMANCE SILICONE MICRO OPTICS PART NUMBER T4FTW T4FTW CTG ORX-W-16L-40-27K7 B1-U0-G2 B1-U0-G1 ORX-W-16L-40-27K8 B1-U0-G2 B1-U0-G1 ORX-W-16L-40-30K7 B1-U0-G2 B1-U0-G1 ORX-W-16L-40-30K8 B1-U0-G2 B1-U0-G1 ORX-W-16L-40-35K8 B1-U0-G2 B1-U0-G1 ORX-W-16L-40-40K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-40-40K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-40-50K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-40-50K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-27K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-27K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-30K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-30K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-35K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-40K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-40K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-50K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-53-50K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-27K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-27K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-30K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-30K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-35K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-40K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-40K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-50K7 B1-U0-G2 B1-U0-G2 ORX-W-16L-7-50K8 B1-U0-G2 B1-U0-G2 ORX-W-16L-1-27K7 B1-U0-G3 B1-U0-G2 ORX-W-16L-1-27K8 B1-U0-G3 B1-U0-G2 ORX-W-16L-1-30K7 B1-U0-G3 B1-U0-G2 ORX-W-16L-1-30K8 B1-U0-G3 B1-U0-G2 ORX-W-16L-1-35K8 B1-U0-G3 B1-U0-G2 ORX-W-16L-1-40K7 B1-U0-G3 B1-U0-G3 ORX-W-16L-1-40K8 B1-U0-G3 B1-U0-G3 ORX-W-16L-1-50K7 B1-U0-G3 B1-U0-G3 ORX-W-16L-1-50K8 B1-U0-G3 B1-U0-G3 ORX-W-16L 9 89 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 11 FSP-20 FSP-40 FSP-211 • FSP-211(FSP-X)—Passive infrared (PIR) sensor providing multi-level control based on motion/daylight contribution. • 120/277VAC, 230-240VAC • All control parameters adjustable via wireless configuration remote storing and transmitting sensor profiles. • FSP-8 mounting heights 8 feet and below • FSP-20 mounting heights 9-20 feet. • FSP-40 mounting heights 21-40 feet. • Includes 5 dimming event cycles, 0-10V dimming with motion sensing, re-programmable in the field. FSP-211 WITH MOTION SENSOR (FSP-XX) FSP-221 • FSP-221 (FSP-HV-X)—Passive infrared (PIR) sensor providing multi-level control based on motion/daylight contribution. • 100-347VAC 208/230/480VAC • All control parameters adjustable via wireless configuration remote storing and transmitting sensor profiles. • FSP-8 mounting heights 8 feet and below • FSP-20 mounting heights 9-20 feet. • FSP-40 mounting heights 21-40 feet. • Includes 5 dimming event cycles, 0-10V dimming with motion sensing, re-programmable in the field. FSP-221 WITH MOTION SENSOR (FSP-HV-XX) FSP-8 • DIMMING CONTROL (FSP)—Passive infrared (PIR) sensor providing multi-level control based on motion/daylight contribution • All control parameters adjustable via wireless configuration remote storing and transmitting sensor profiles. • FSP-8 mounting heights 8 feet and below • FSP-20 mounting heights 9-20 feet. • FSP-40 mounting heights 21-40 feet. • Includes 5 dimming event cycles, 0-10V dimming with motion sensing, re-programmable in the field. CONTROL OPTIONS 90 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 12 An ANSI C136.41-2013 receptacle provides electrical and mechanical interconnection between photo control cell and luminaire. Dimming receptacle available two or four dimming contacts supports 0-10 VDC dimming methods or Digital Addressable Lighting Interface (DALI), providing reliable power interconnect. NEMA 7-PIN RECEPTACLE (PE7) Powder Coat Finish 3-5 mil Powder Coat Primer Layer 3-5 mil Zinc Rich Super Durable Polyester Primer Prepared Casting Chemically washed in multi Step 5 stage cleaning process MARINE GRADE FINISH (MGF) The (MGF) is a multi step process. Chemically washed in a 5 stage cleaning system. Pre-baked. Powder coated 3-5 mils of Zinc Rich Super Durable Polyester Primer. Oven Baked. Finished Powder Coating of Super Durable Polyester Powder Coat 3-5 mil thickness. BUTTON PHOTOCELL Photo Cell for dusk to dawn operation. HOUSE SIDE SHIELD (HSS) House Side Shield (HSS) is designed for stringent property line cutoff. Injection Molded Glass Filled Nylon, standard finish is black. 91 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS IES DISTRIBUTIONS SILICONE OPTICS T2 OPTIC The Type II distribution is used for narrow pathways and trails, narrow entrances of shopping centers, parking lots and office complex’s. NLS Lighting Silicone Micro Optical System technology takes quality and performance to the highest level. Vandal resistant, superior clarity—Micro Optics have become the best and lasting solution in the industry. BENEFITS • Produces superior 96% clarity • Heat resistant to 150° C, 50% higher than acrylic • Ecologically friendly—no glare • Vandal-resistant • Does not brittle, crack, or yellow over time The type III distribution is meant for roadway lighting, general parking areas and other areas where a larger area of lighting is required. Type III lighting needs to be placed to the side of the area, allowing the light to project outward and fill the area. This produces a filling light flow. Type III light distributions have a preferred lateral width of 40 degrees. This distribution is intended for luminaires mounted at or near the side of medium width roadways or areas, where the width of the roadway or area does not exceed 2.75 times the mounting height. The type IV distribution produces a semicircular light meant for mounting on the sides of buildings and walls. It’s best for illuminating the perimeter of parking areas and businesses. The intensity of the Type IV lighting has the same intensity at angles from 90 degrees to 270 degrees. Type IV light distributions have a preferred lateral width of 60 degrees. This distribution is intended for side-of-road mounting and is generally used on wide roadways where the roadway width does not exceed 3.7 times the mounting height. T4 OPTIC T3 OPTIC 13 92 STAFF REPORT Agenda Item: 8.a Council Meeting: July 7, 2026 Prepared By: Dwight Klingbeil, Planner Topic: Planning Project Update Action Required: Council Action Attachments 1. 2026-07-07 Planning Project Update.pdf 93 Page 1 of 2 MEMO Meeting Date: May 7, 2026 To: Planning Commission From: Dwight Klingbeil Re: Planning Project Update Projects/comments in blue italics are new. The following is a status summary of active planning projects: 1. Springs at Corcoran Preliminary Plat, Preliminary PUD, Rezoning (PID 12-119- 23-13-0007) (City File 26-001). Continental 928 Fund, LLC. Request approval of a preliminary plat, preliminary Planned Unit Development (PUD), and rezoning to allow the construction of 294 market-rate rental units at 19330 County Road 30. The site is currently zoned General Mixed-Use. The applicant is requests the site be rezoned to Planned Unit Development (PUD), with an underlying zoning district of GMU. The public hearing for this item was scheduled for the June 4, 2026, Planning Commission meeting. However, additional information is being prepared by the applicant to address transportation and stormwater items. The Commission voted to table the public hearing to the next Planning Commission meeting on Tuesday, July 7, 2026. 2. Ulfers Garage CUP (PID 04-119-23-34-0001) (City File 26-003). John Ulfers requests approval of a Conditional Use Permit to allow the construction of an accessory building with a sidewall height of 16 ft. in the side yard of 22085 Oakdale Drive. To further understand the Home Occupation operating on the property, the Council voted to table this item to a future meeting in June. Council reviewed this item during the June 11, 2026, meeting. Council discussed the home occupation and its relation to the requested accessory structure, along with other items related to the conditions of the draft resolution. After some discussion, the Council voted to approve an amended resolution for the conditional use permit. 94 Page 2 of 2 3. Brockton Business Park Phase 2Wiseman Garage CUP (PID 24-119-23-31-0008) (City File 26-006). Hemple Development requests approval of phase 2 of their Light Industrial Development, “Brockton Business Park”. The second phase would construct the eastern building, which consists of 252,120 square feet of office/warehouse space. This item was approved by the Council during the April 23, 2026, City Council meeting. 4. Vogt Site Plan (PID 36-119-23-32-0011) (City File 26-007). Samuel Vogt requests approval of a site plan to allow for a reduced front setback from a County Road, through the installation of additional landscaping, at 6550 County Road 116. This application is scheduled for the May 7, 2026, Planning Commission meeting. 5. Weinand Woods 2nd Addition (PID 36-119-23-32-0011) (City File 26-009). Kevin and Mary Weinand requests approval of a preliminary plat to adjust the shared boundary line between the property as 22939 County Road 30, and Outlot B of Weinand Woods Addition. This application incomplete for City review and is not currently scheduled for any upcoming meetings. 6. Lost Loon Site Plan and Variance (PID 07-119-23-14-0003) (City File 26-011). Lost Loon LLC requests approval of a site plan and variance to allow the development of an indoor cannabis cultivation facility at 20120 Auger Avenue. This application is complete for City review and is scheduled for the July 7, 2026, Planning Commission meeting. 7. Oswald Business Park Concept Plan (PID 12-119-23-23-0001) (City File 26-013) Hemple Development requested Council feedback on a concept plan for a multibuilding business park campus with a total footpring of 583,000 square feet at 19510 County Road 30. Council reviewed this concept and provided informal feedback to the applicant during the June 25, 2026, meeting. 8. 3019 Addition Preliminary Plat, Rezoning, Comprehensive Plan Amendment (PID 07-119-23-14-0003) (City File 26-014). Craig Scherber & Associates Inc. request approval of a preliminary plat, a comprehensive plan amendment, and a rezoning to allow the development of the “3019 Addition”, which would consist of 7 rural commercial lots at PID 07-119-23-14- 0003. This application is being reviewed for completeness and is not currently scheduled for any upcoming meetings. 9. Chastek Hemple Plat (PID 25-119-23-12-0002) (City File 26-015). Emerald Rose, LLC request approval of a final plat for the development of the first phase of Chastek Hemple, which consists of 50 single-family homes on the east side of the site. This application is being reviewed for completeness and is not currently scheduled for any upcoming meetings. 10. Shamrock Golf Course Site Plan and Conditional Use Permit Amendment (PID 25-119-23-31-0001) (City File 26-016). Shamrock Golf Course requests approval of an amendment to their site plan and Conditional Use Permit to allow the construction of a new 6,720 square-foot building consisting of 12 covered driving range hitting bays and an indoor lounge area. This application is being reviewed for completeness and is not currently scheduled for any upcoming meetings. 95 STAFF REPORT Agenda Item: 9.a Council Meeting: July 7, 2026 Prepared By: Dwight Klingbeil, Planner Topic: Commissioner Liaison Calendar Action Required: Council Action Attachments 1. Commissioner Liaison Calendar.pdf 96 Suggested City Council Meetings: 6/11/2026 6/25/2026 7/9/2026 7/23/2026 8/13/2026 8/27/2026 Kozicky Scherber Zachman Brummond Hargreaves Kozicky Commissioner Liaison Calendar 97