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Planning Commission Agenda - 10/07/2025
AGENDA REGULAR MEETING – PLANNING COMMISSION October 7, 2025 – 6:00 p.m. Mississippi Room, Monticello Community Center Commissioners: Chair Andrew Tapper, Vice-Chair Melissa Robeck, Rick Kothenbeutel, Teri Lehner, Rob Stark Council Liaison: Councilmember Kip Christianson Staff: Angela Schumann, Steve Grittman, Bob Ferguson, Tyler Bevier 1.General Business A.Call to Order B.Roll Call C.Consideration of Additional Agenda Items D.Approval of Agenda E.Approval of Meeting Minutes •Workshop Minutes – August 5, 2025 •Regular Meeting Minutes – August 5, 2025 •Joint CC/PC Workshop Minutes – September 2, 2025 F.Citizen Comment 2.Public Hearings A.Consideration for Variances to Front Setback, Roof Pitch and 15% Brick/Stone Building Materials requirement for a Garage Expansion in an R-1 (Single Family) Residential District Applicant: Chip Bauer Construction Inc. B.Consideration for a Conditional Use Permit for a proposed driveway paving in the rear yard, in an R-1 (single-family) residential district. Applicant: Josh and Andrea Sigler JOINT CITY COUNCIL & PLANNING COMMISSION WORKSHOP Monticello Community Center 4:45 p.m. Review and discussion on draft amendment to City Code, Title XV, Land Usage, Chapter 153: Zoning Ordinance to define and regulate data center and technology campus land uses within the City Planning Commission Regular Meeting Agenda – 10/7/2025 C. Consideration of an Amendment to the Conditional Use Permit for Planned Unit Development for Carcone Second Addition, for interim improvements to support the land use of vehicle sales, display and storage. Applicant: Aeron Ashbrook 3. Regular Agenda 4. Other Business A. Community Development Director’s Report 5. Adjournment 1 MINUTES WORKSHOP MEETING – PLANNING COMMISSION Tuesday, August 5, 2025 – 6:00 p.m. Academy Room, Monticello Community Center Commissioners Present: Chair Andrew Tapper, Rick Kothenbeutel, Teri Lehner, Rob Stark Commissioners Absent: Melissa Robeck Council Liaison Absent: Councilmember Kip Christianson Staff Present: Angela Schumann, Steve Grittman, Bob Ferguson, Tyler Bevier 1.Call to Order Chair Andrew Tapper called the workshop meeting of the Monticello Planning Commission to order at 6:00 p.m. 2.Discussion on Amendments to 2040 Vision + Plan and Zoning Ordinance for single- family housing goals Community Development Director Angela Schumann presented background to the Commissioners. She referenced the joint workshop meeting in March with City Council and Economic Development Authority (EDA) members present to discuss housing goals and objectives for single-family residential development in Monticello. A key takeaway from the March workshop was that the members were satisfied with the City’s R-1 standards and although the market may be moving toward smaller lots, the City generally wanted to see new residential development more in line with the R-1 standards. There was also recognition that the City still has workforce housing goals, which will require balancing the type of housing developed. Ms. Schumann stated that the current workshop will review and discuss any potential amendments to the Monticello 2040 Vision + Plan: Chapter 3 Land Use, Growth, and Annexation, and the zoning ordinance to better define community goals and clear expectations for residential development. Ms. Schumann outlined the memo presented to Commissioners. Mr. Schumann stated that the first topic of discussion will be the 2040 residential designations, particularly the Low-Density (LDR) designation and then defining gross versus net calculations. Ms. Schumann referenced the goals in the Land Use, Growth, and Orderly Annexation chapter, stating those goals guide the policies and strategies incorporated into the plan. She noted that the first two goals within Land Use, Growth, and Orderly Annexation are the same and should instead be differentiated as related to the city’s goals for housing. Ms. Schumann stated that the second goal is intended to relate to Complete Neighborhoods. As a first step, Ms. Schumann recommended discussion for amending this statement to reflect the summary statement that the group developed as part of the March workshop. DR A F T Planning Commission Workshop Minutes – 08/13/2025 2 Ms. Schumann reviewed the summary statement from the workshop which was “Residential development will support Monticello’s vision for retaining our small-town character and reinforcing a sense of community and belonging. We will plan for measured incremental residential growth which is thoughtfully planned and which creates well-designed neighborhoods which retain their quality and value into the future.” She explained that this statement is reflective of wording in the 2040 Vision Statement, as well as the 2040 Plan’s preferred growth scenario. The goal was that neighborhoods should connect people to one another and to their community. She inquired whether the statement is reflective of the City’s 2040 Plan goals, and what the Commission is trying to accomplish for complete neighborhoods. Teri Lehner noted that the Complete Neighborhoods goal should be high-level. She suggested that what might be missing is the “complete neighborhoods” piece, which is not the same as what a “well-designed” neighborhood might look like. She also indicated that wording on amenities could be stronger to support a complete neighborhood. Ms. Schumann also noted that there is a Value Statement in the 2040 Plan for a range of attainable housing options. Mr. Tapper concurred that Goals 1 and 2 have a relationship to one another but should be unique. Ms. Schumann spoke to incorporating workforce housing goals to connect to the Plan’s Economic Development chapter goals. Teri Lehner stated that a “complete neighborhood” should encompass all of the things the City would expect to find, such as parks and walking paths and encourage a variety of housing that retains quality and value to the development. The question is whether “well-designed” encapsulates and is broad enough for those elements to fall underneath it. Andrew Tapper suggested that a single neighborhood may not encompass a full range of housing types, but could encompass other important “neighborhood” elements. The statement would also not specifically exclude workforce housing. Ms. Lehner agreed, as long as the policies and strategies support that variety. Rob Stark concurred that the goal be kept as general as possible to avoid future complications in deciphering through the Strategies and Policies. City Planner Steve Grittman suggested capturing the notion of livability. For example, a well-designed or beautiful place may not always be livable. Mr. Stark also noted that when considering the City as a whole, we would seek to create a variety of neighborhoods with different lot sizes and home types, and being intentional about where they are located. Mr. Grittman also suggested that the Commission review how they would use this goal to make a decision on a land use application. Mr. Tapper responded that the statement “to retain quality and value” would be important in that evaluation. DR A F T Planning Commission Workshop Minutes – 08/13/2025 3 Ms. Lehner agreed, suggesting that thoughtfully planned details matter and they all seem to be in this statement. Ms. Schumann noted that those amenities and details speak to the quality of the neighborhood and on-going value. Rick Kothenbuetel noted that when presented with a subdivision development, such as one of the more recent proposals, that package of housing variety and amenities could have been better when viewing it through this statement; it didn’t meet what the City was looking for. Ms. Schumann reviewed the revised summary statement based on the discussion: “Residential development will support Monticello’s vision for retaining our small-town character and will reinforce a sense of community and belonging. We will plan for measured, incremental residential growth which is thoughtfully planned and designed, and creates livable neighborhoods and will retain their quality and value into the future.” Moving to the next topic of discussion, Ms. Schumann referred to the 2040 Plan’s single- family designations for Low-Density Residential (LDR), which corresponds directly to the R-1 zoning classification. The interaction between the identified Plan density and lot areas in zoning ordinance is important as it relates to the type of housing the City wants to encourage. She asked Mr. Grittman to explain how the Plan seems to address density and then move into a discussion of individualized standards. Mr. Grittman stated that generally with a comprehensive plan, you are looking at larger future land use areas. He explained that unplanned and open parcels are often reviewed with “gross” calculations. The difference between gross density and net density is what is excluded in the net for purposes of calculation. For example, wetland, slopes or otherwise undevelopable land, or land reserved for open space. Right of way may also be excluded. He stated that it is important to sync the density in the 2040 comp plan with the density you expect to see in zoning or subdivision. For typically single-family development, that is about 2.25 to 2.5 units per acre net density. A rough rule of thumb is that for every gross acre, the noted exclusions account for about 25% of the land in development. He stated that the 2040 Plan seems to suggest a density higher than what the R-1 zoning would allow. Mr. Tapper asked what the zoning rules work from. Mr. Grittman responded that the zoning should work off the density established in the Plan. Mr. Tapper questioned the consideration of density over lot sizes. Mr. Grittman stated that the reason density is important, is that the City wants to establish an expectation of how many units the City expects to see in a given area. Ms. Schumann stated that practically, the units per acre are also used to plan for long-term infrastructure, such as water and sewer lines or other facility upgrades. There was a brief discussion of lot area versus density, and why both are important in planning. Mr. Grittman stated that if only lot area is used to determine how many lots could occur on a given property, it would result in an overestimation of the number of lots that can DR A F T Planning Commission Workshop Minutes – 08/13/2025 4 actually be developed, because there is no factoring in of all the other items a neighborhood needs, such as roads or parks or stormwater ponds. Ms. Schumann reiterated Mr. Grittman’s point which is that cities use density to help achieve comp plan housing goals. The implementation through zoning ordinances is how you achieve that density via setbacks, lot area, etc. Ms. Lehner stated that it would seem like the City is then not meeting its density goal. Mr. Grittman concurred, stating that the two must work together. Ms. Schumann stated that establishing the density range is important, noting that for example in PUD the lot sizes may be flexible to accommodate conservation or preservation of a feature or range of housing, but overall the density will match the comp plan range. Mr. Tapper stated that by establishing the density, the City is still achieving its desired low-density density for example, but may accommodate a change in the lot standards to meet other parts of the housing goal statement. Mr. Grittman confirmed and stated that right now the 2040 Plan’s LDR and R-1 zoning are not consistent. He noted that the 2040 Plan uses gross and net, depending on the designation. Ms. Schumann inquired as to Mr. Grittman’s recommendation for using gross or net calculation in the 2040 Plan. He recommended using gross density because the City does not always know what assets might be in the land, but still accommodate the range of units expected, and also recommended dialing down the density. This is because development typically wants to go to the high range. Ms. Schumann also spoke to potential tax base implications that housing density can produce, in terms of valuations per acre and cost of infrastructure. Mr. Grittman suggested that low-density residential is generally considered to be between 2 and 4 units per acre, which is actually what the R-1 zoning allows. The Commission generally agreed 2-4 gross units per acre seemed appropriate for the LDR. Ms. Schumann then introduced the idea that at the March workshop, there was a discussion of only allowing the higher end of the range when the development included more neighborhood and home amenities. She referred to Hunters Crossing and Featherstone as meeting the base code standards while meeting the lower end of density, where Edmonson Ridge was more dense, but had more amenities. Ms. Schumann cited that for example, the lot sizes specified in the R-1 zoning would result in a density of about 2.5 units per acre. So, to achieve the higher end of the density at 4 units per acre, the question would be whether to require more amenities. Rick Kothenbeutel was in favor of requiring more amenities for higher densities, achieving more of the value and character features. Mr. Tapper noted that there could be a balance in that you may also end up with a larger home where there is lower density, but it wouldn’t necessarily have as many features. For higher density you would balance that value with more features. DR A F T Planning Commission Workshop Minutes – 08/13/2025 5 Ms. Schumann inquired what types of amenities the Commission would be seeking to achieve with higher amenities. Building Official Bob Ferguson said “amenities” could include both amenities for the neighborhood as well as what might be on the individual home. Ms. Schumann stated the LDR purpose statement can include that discussion and that would be brought forward for review. Ms. Schumann stated that given the discussion, the lot areas in the R-1 will also need adjustment. Staff will complete that calculation and bring back a recommendation. Further discussion will proceed at a future workshop including conversations for potential reguidance to incorporate more estate residential land use. 3. Adjournment BY CONSENSUS, THE WORKSHOP ADJOURNED AT 5:55 P.M. DR A F T Planning Commission Workshop Minutes – 08/13/2025 6 Recorded By: Anne Mueller___ Date Approved: October 7, 2025 ATTEST: _________________________________________ Angela Schumann, Community Development Director DR A F T MINUTES REGULAR MEETING – PLANNING COMMISSION Tuesday, August 5, 2025 – 6:00 p.m. Mississippi Room, Monticello Community Center Commissioners Present: Chair Andrew Tapper, Vice-Chair Melissa Robeck, Rick Kothenbeutel, Teri Lehner, Rob Stark Council Liaison: Councilmember Kip Christianson Staff: Angela Schumann, Steve Grittman, Bob Ferguson 1. General Business A. Call to Order Chair Andrew Tapper called the regular meeting of the Monticello Planning Commission to order at 6:00 p.m. B. Roll Call Mr. Tapper called the roll. C. Consideration of Additional Agenda Items None D. Approval of Agenda TERI LEHNER MOVED TO APPROVE THE AUGUST 5, 2025 REGULAR PLANNING COMMISSION MEETING AGENDA. ROB STARK SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. E. Approval of Meeting Minutes • Regular Meeting Minutes— July 1, 2025 ROB STARK MOVED TO APPROVE THE JULY 1, 2025 REGULAR MEETING MINUTES. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. F. Citizen Comment None. 2. Public Hearings A. Consideration of Preliminary and Final Plat for Spaeth Industrial Park Fourth Addition Applicant: Spaeth Development, LLC and Spaeth Properties, LLC Planner Steve Grittman provided the staff report for the item, first providing background on the heavy industrial (I-2) zoned property. The plat and PUD include existing buildings and a prior plat which created separate ownership and parcel numbers for each of the buildings, allowing for common access and shared land and building management. DR A F T Planning Commission Meeting Minutes – 08/05/2025 2 Mr. Grittman spoke to the history of the project, dating back to the approval in 2017 and a PUD amendment in 2021 to accommodate internal splits of the original parcels within the plat without an overall PUD amendment. It was noted that the proposed plat will split two of the original lots into six total lots with zero lot lines. The proposed subdivision will not impact the common area maintenance or utility requirements. Mr. Grittman stated that the staff recommendation is for approval due to minimal changes to the land use or placement of structures; no effect to the overall use pattern is anticipated by this subdivision. Mr. Tapper opened the public hearing portion of the agenda item. Mr. Tapper closed the public hearing portion of the agenda item. MELISSA ROBECK MOVED ADOPT RESOLUTION NO. PC-2025-30 RECOMMENDING APPROVAL OF PRELIMINARY AND FINAL PLAT FOR SPAETH INDUSTRIAL PARK FOURTH ADDITION, SUBJECT TO THE CONDITIONS IN EXHIBIT Z AND BASED ON FINDINGS IN SAID RESOLUTION. TERI LEHNER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. B. Consideration of Amending the Monticello City Code, Title XV: Land Usage, Chapter 153: Zoning Ordinance, Section § 153.012 Definitions, § 153.027 Common Review Procedures and Requirements, § 153.028 Specific Review Procedures and Requirements, § 153.040 General Provisions, § 153.042 Common District Requirements, § 153.067 Off-Street Parking, § 153.070 Building Materials, § 153.060 Landscaping and Screening, § 153.064 Signs, and § 153.092 Accessory Use Standards Applicant: City of Monticello Community Development Director Angela Schumann addressed the Commission on the item. She spoke to the proposed administrative revisions to the Zoning Ordinance for purposes of clarity and corrections and in support of the Monticello 2040 Plan goals. Ms. Schumann walked through each of the proposed amended zoning ordinance definitions, which included an added definition for driveways, and change to definitions for major utilities. Mr. Tapper asked what differentiates repair and resurfacing, referencing the driveway language proposed within Section § 153.028 Specific Review Procedures and Requirements. Ms. Schumann said removing “repair” from the language will alleviate the requirements on permits for patching or minor repair projects but still require permitting to allow for review when driveway expansions are proposed. DR A F T Planning Commission Meeting Minutes – 08/05/2025 3 Mr. Tapper asked if a permit was required if only resurfacing a portion of the entirety of a parking lot or driveway. Resurfacing on any scale would require permitting with review to address any potential issues with non-compliance, said Ms. Schumann. Regarding the amendments to swimming pools, Mr. Tapper asked how the amendments to the swimming pools section of the Accessory Use Standards presented itself. Ms. Schumann spoke to the now common availability of retail residential above- ground pools of substantial size and various materials. It was explained that the current code includes gaps in the language for applicable security standards for both these and in-ground pools. Mr. Tapper asked if the above-ground pool language was new to the Section § 153.012 Definitions code. Ms. Schumann said in-ground pools create permanence to the property, with requirement for a Certificate of Survey to verify setbacks and review potential overlay requirements. Above-ground pools are used seasonally or on temporary basis regardless require a review to ensure setback requirements. The City does not require a building permit for in-ground nor above-ground pools, however, all uses must conform to the standards of the ordinance, permit required or not. Mr. Tapper opened the public hearing portion of the agenda item. Mr. Tapper closed the public hearing portion of the agenda item. ROB STARK MOVED TO ADOPT RESOLUTION NO. PC-2025-32 RECOMMENDING APPROVAL OF AN AMENDMENT TO THE MONTICELLO CITY CODE, TITLE XV: LAND USAGE, CHAPTER 153: ZONING ORDINANCE, VARIOUS SECTIONS, BASED ON FINDINGS IN SAID RESOLUTION. RICK KOTHENBEUTEL SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. C. Consideration for Variance to Setback for free-standing sign for a Place of Public Assembly use in an R-1 (Single Family) Residential District Applicant: RHL, Inc. This applicant has requested that this item be tabled to the September regular meeting pending action on Item 2B of this agenda. The public hearing notice for this item was mailed to property owners but was not published. A cancelation notice for the hearing was sent to property owners. No public hearing or action is required on this matter. DR A F T Planning Commission Meeting Minutes – 08/05/2025 4 2. Regular Agenda A. Consideration to Adopt a Resolution Finding the Proposed Sale of Certain Land by The City of Monticello for Commercial Purposes is consistent with The City of Monticello Comprehensive Plan Ms. Schumann explained the process involved when the City sells or acquires a parcel, which requires the Planning Commission’s review for conformity in the comprehensive plan. Ms. Schumann provided background of uses on the subject parcel; noted that the intention of the proposal is to subdivide to facilitate the sale of the subject site to the City. Ms. Schumann said the land is guided Regional Commercial and zoned B-4, allowing for uses and services of a childcare and the proposed sale is therefore consistent to the Monticello Vision + Plan based on staff’s review. Ms. Schumann spoke to City efforts to support a reduction in the Wright County deficiency of approximately 600 gaps for childcare needs and staff recommended support of the sale for the intended future childcare development. ANDREW TAPPER MOVED TO ADOPT RESOLUTION PC-2025-031 BASED ON FINDINGS THAT THE PROPOSED SALE OF A PORTION OF OUTLOT C, JEFFERSON COMMONS BY THE CITY OF MONTICELLO IS CONSISTENT WITH THE CITY OF MONTICELLO 2040 COMPREHENSIVE PLAN. MELISSA ROBECK SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. 3. Other Business A. Community Development Director’s Report Ms. Schumann provided an overview on the agenda item report for the Commission and the public. No Action was taken on the agenda item. 4. Adjournment TERI LEHNER MOVED TO ADJOURN THE AUGUST 5, 2025 REGULAR MEETING OF THE MONTICELLO PLANNING COMMISSION. ANDREW TAPPER SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY, 5-0. MEETING ADJOURNED AT 6:47 P.M. DR A F T Planning Commission Meeting Minutes – 08/05/2025 5 Recorded By: Anne Mueller___ Date Approved: October 2, 2025 ATTEST: __________________________________________ Angela Schumann, Community Development Director Director DR A F T MINUTES JOINT MONTICELLO PLANNING COMMISSION/CITY COUNCIL WORKSHOP Tuesday, September 2, 2025 - 5:00 p.m. Monticello Community Center Commissioners Present: Chair Andrew Tapper, Vice-Chair Melissa Robeck, Rick Kothenbeutel, Rob Stark, Teri Lehner Councilmembers Present: Mayor Lloyd Hilgart, Charlotte Gabler, Lee Martie, Tracy Hinz, Kip Christianson Staff Present: Rachel Leonard, Angela Schumann, Steve Grittman, Bob Ferguson, Matt Leonard, Jim Thares, Tyler Bevier, Anne Mueller 1. Call to Order Commissioner Chair Andrew Tapper called the joint workshop meeting of the Monticello Planning Commission and City Council to order at 5:00 p.m. 2. Concept Stage Submittal for a 14.2 acre development including residential and commercial within the Mixed Density Residential and Manufactured Home Park land use designation areas as identified by the Monticello 2040 Vision+ Plan Community Development Director Angela Schumann stated the workshop is a concept review meeting for the purpose of providing feedback to the developer. For this concept meeting, the applicant is specifically seeking land use guidance and feedback on the extension of Deegan Avenue NE, including access points to State Highway 25. Ms. Schumann stated that notice was mailed to the neighboring properties, noting that as a concept stage submission, there is no public hearing, but comments may be taken as time allows. City Planner Steve Grittman provided an overview of the concept memorandum, stating that the proposal is not a formal zoning review, but a concept review on the land-use level perspective including transportation alternatives. Mr. Grittman displayed an aerial of the two subject parcels included in the concept proposal; referenced that the approximately 11-acre northerly parcel is included within the existing manufactured home community and is within City limits, while the southerly 3-acre subject parcel is part of a larger approximately 40-acre undeveloped parcel in the Monticello Orderly Annexation Area (MOAA). Mr. Grittman noted The Meadows Manufactured Home Park (West) is currently guided, developed, and zoned as a manufactured home park. The southerly parcel is guided for Mixed Density Residential (MDR) uses. Mr. Grittman described the conceptual proposal for the easterly 11 acres of the existing larger northern parcel. Mr. Grittman explained that the area has been and is currently used for buildings accessory to the manufactured home park. The proposal would DRAFT Joint City Council-Planning Commission Workshop – 09/02/2025 2 connect the current Deegan Avenue NE dead-end, extending the road through the parcel to create a connection with Highway 25 and continue south to create access to the approximately 3-acre parcel of the land within Monticello Township. Mr. Grittman explained City and MNDOT review requirements related to creating the new intersection with TH 25, which would include a City roundabout. He explained that the Deegan Avenue NE connection would provide access to the commercial properties to the north and via connection to School Boulevard. Mr. Grittman indicated that the concepts submitted by the applicant illustrate examples for a mix of commercial and residential development for the 11 acre parcel. The existing parcel is currently zoned and developed for manufactured home park only. The proposed use, as either commercial or commercial residential mix would require an amendment to the Monticello 2040 Plan. The 3-acre proposed parcel is currently guided Mixed Density Residential. Mr. Grittman explained that the proposed commercial use fo the site would also require an amendment to the Monticello 2040 Plan. Mr. Grittman introduced City Engineer Matt Leonard to answer questions and provide infrastructure and road-related information. Andrew Tapper asked the applicant if they wished to speak on their proposals. Brett Skilbred, applicant and CEO of the Fisher Development Company, spoke to the partnership with property owners, Lakeshore Management, to conduct and provide a feasibility analysis for development of the subject area. Mr. Skilbred stated that the proposed objectives are to add value to benefit the community and phase City infrastructure and Highway 25 access improvements. Mr. Skilbred stated that the 11-acre area between the existing access road and the park the mobile home park could facilitate road and utility easements for the extension of Deegan Ave NE with a roundabout. Mr. Skilbred referenced the discussion with MNDOT and City engineering to incorporate a ¾ signal intersection for the proposed Highway 25 accessibility, reducing the number of U-turns on southbound Highway 25. Mr. Skilbred referenced the need to provide clarity and direction on land uses for marketability and future investment. Mr. Skilbred noted that the extension of Deegan southern would create access and value for the 3-acre portion of the Township parcel, allocated for future commercial development. Mr. Skilbred explained the conceptual plans presented include mixed- density residential (MDR) use. Mr. Skilbred illustrated two conceptual depictions of land use for the 11-acre area. The first included an approximately 250-unit apartment complex with adjacent commercial space and the second was an exclusively commercial concept. DR A F T Joint City Council-Planning Commission Workshop – 09/02/2025 3 Councilmember Charlotte Gabler asked if the Monticello housing study was reviewed when the concept plans were drafted. Brett Skilbred confirmed he did review the study and envisions the next wave of community need is multifamily residential is likely. Mr. Skilbred indicated that the proposed uses in the concepts are also an opportunity to buffer future residential development from TH 25 impacts. Mayor Hilgart said he personally prefers commercial over multi-family at this location of the highway. Brett Skilbred inquired about the vacant property on the opposite side of TH25 in terms of guided land use. Angela Schumann responded the land directly along the east side of TH 25 is guided for Employment Campus (EC)which is intended for a corporate campus, light industrial users and a small group of supporting commercial uses. Mr. Tapper spoke in favor for commercial development, given its potential as high-value land due to visibility. Mr. Tapper asked if the new intersection at Highway 25 would require a signal. City Engineer Matt Leonard spoke to transportation goals in this area, including the opening of Deegan to School Boulevard for north-bound access. Mr. Leonard referenced the current U-turn configuration used by both north and southbound Highway 25 traffic. It was noted that a project which establishes easements has the potential to initiate discussion with MNDOT on how to best mitigate the current accesses and improve access via Deegan Avenue NE to School Boulevard for safety. Councilmember Gabler was in favor of commercial development, notably due to highway noise and future expansion. Councilmember Gabler asked about the potential for townhomes on the balance of the township parcel. Mr. Skilbred noted the current challenges to both developers and investors for housing and suggested that an increase mixed density from west to east would also support the frontage road improvements. Mr. Skilbred stated that from a developer’s perspective, commercial is more desirable. Mr. Tapper asked for consensus from the Councilmembers and Planning Commissioners. Councilmember Hinz spoke in favor of commercial development. Mr. Kothenbeutel stated favoring commercial over another potential apartment complex. Councilmember Gabler spoke in favor of commercial development. DR A F T Joint City Council-Planning Commission Workshop – 09/02/2025 4 Councilmember Christianson asked if the developer is aware of any potential easements which may encumber this parcel. Mr. Skilbred said this review will be accomplished with the next step in the application process. Mr. Leonard displayed a map to demonstrate no current or potentially existing easements for road right of way in the area. Councilmember Christianson asked for the distance to extend water utilities to this area. Mr. Leonard explained the water main currently runs to Deegan Avenue NE and stops at the current extent of the roadway. It was explained that the future placement of utilities could be trenched north-south on either side of Highway 25 including oversizing. Councilmember Christianson inquired as to the investment interests of the applicant and what the delta may be for commercial versus residential. Mr. Skilbred concurred that the uses would have different profiles; commercial offers more diversity to build to suit or if for selling individual parcels. Councilmember Christianson noted that he anticipates push-back from property owners to the west on development of the southerly parcel. Mr. Leonard spoke to the benefits of the concept in terms of roadway access for existing and future developments. Mayor Hilgart indicated support for the roadway extension not just for new development but easing the current burden for existing residents. Councilmember Christianson spoke in favor of commercial development and suggested to the developer consider including easement agreements for power utility corridors. Mayor Hilgart suggested commercial development will also drive how the remainder of the undeveloped parcel will develop in the future. Councilmember Hinz indicated support for the transportation alternatives associated with the concept and stated that mixed commercial makes the most sense for this location. Mayor Hilgart asked what is proposed at the current crossing at Highway 25 for traffic mitigation. Mr. Leonard indicated that the ¾ intersection would be implemented pending development and remain in place until a future signal is warranted and implemented. Councilmember Christianson recommended continuing to facilitate corridor improvements to include a pedestrian crossing or safety measures. DR A F T Joint City Council-Planning Commission Workshop – 09/02/2025 5 Mr. Leonard spoke to funding and execution, including a potential roundabout at 85th Street NE and the various roadway authorities involved. He stated a MNDOT corridor study involving a walking pathway is currently. Mr. Leonard also noted that the City will also evaluate utility oversizing and capacity with a proposed project in the area. He also noted that the Deegan extension may be a candidate for state grant applications due to its safety components. A citizen from the audience asked for the definition of commercial in terms of the concept proposal. Mr. Skilbred referenced any retail establishment, including gas stations, restaurants, offices for commercial use, strip mall, bank, auto service and repair to name a few. Mr. Stark asked if the township parcel in question can be considered for tax abatement. Ms. Schumann stated that any consideration of tax abatement would be based on the proposal’s alignment with the City’s goals. Commissioner Lehner indicated her support for commercial uses within the 11-acre parcel. By consensus, the meeting ended at 5:52 p.m. DR A F T Planning Commission Agenda – 10/07/2025 1 2A. Public Hearing - Consideration of a request for Variances to Front Setback, Roof Pitch, and 15% Brick/Stone Building Materials requirement for a Garage Expansion in an R-1 (Single Family) Residential District Applicant: Chip Bauer Construction Inc Prepared by: Grittman Consulting, Stephen Grittman, City Planner Meeting Date: 10/07/2025 Council Date (pending Commission action): 10/27/2025 Additional Analysis by: Community Development Director, Chief Building Official, Assistant City Engineer, Community & Economic Development Coordinator ALTERNATIVE ACTIONS Decision 1: Consideration of a request for Variances to Roof Pitch, and 15% Brick/Stone Building Materials requirement for a Garage Expansion in an R-1 (single-family) Residential District 1. Motion to adopt Resolution No. PC-2025-36 recommending approval of a request for Variances to Front Setback, Roof Pitch, and 15% Brick/Stone Building Materials requirement for a Garage Expansion in an R-1 (Single Family) Residential District, subject to the conditions in Exhibit Z and based on findings in said resolution. 2. Motion to adopt Resolution No. PC-2025-36 recommending denial of a request for Variances to Roof Pitch, and 15% Brick/Stone Building Materials requirement for a Garage Expansion in an R-1 (Single Family) Residential District, subject to the conditions in Exhibit Z and based on findings to be made by the Planning Commission and directing staff to prepare the resolution and authorizing the Chair to execute said resolution. 3. Motion to table action on Resolution No. PC-2025-36. Decision 2: Consideration of a request for Variance to the Front Setback requirement for a Garage Expansion in an R-1 (single-family) Residential District 1. Motion to adopt Resolution No. PC-2025-39 recommending approval of a request for Variance to the Front Setback requirement for a Garage Expansion in an R-1 (Single Family) Residential District, subject to the conditions in Exhibit Z and based on findings in said resolution. 2. Motion to adopt Resolution No. PC-2025-39 recommending denial of a request for Variances to the Front Setback requirement for a Garage Expansion in an R-1 (Single Family) Residential District, subject to the conditions in Exhibit Z and based on findings in said resolution. Planning Commission Agenda – 10/07/2025 2 3. Motion to table action on Resolution No. PC-2025-39. REFERENCE AND BACKGROUND Property: Legal Description: Lot 4, Block 1, Creek-Side Terrace PID #: 155012001040 Planning Case Number: 2025-42 Request(s): Consideration for Variances to Front Setback, Roof Pitch, and 15% Brick/Stone Building Materials requirement for a Garage Expansion in an R-1 (Single Family) Residential District Deadline for Decision: November 9, 2025 (60-day deadline) January 8, 2026 (120-day deadline) Land Use Designation: Low-Density Residential Zoning Designation: R-1 (Single-Family) Residential District Overlays/Environmental Regulations Applicable: Shoreland, MWSRR, and Floodplain Overlay Districts Current Site Uses: Single Family Residential Surrounding Land Uses: North: Single Family Residential East: Single Family Residential South: Single Family Residential West: Single Family Residential Project Description: The existing single-family residential home at 1221 Sandy Lane was constructed prior to some of the building standards that are now applicable to homes in the R-1 zoning district. The existing structure is shown to have a 25-foot front setback from the Sandy Lane right of way, roof pitches of (generally) 4:12, and front façade building materials that do not include brick or stone. Since the construction of this home, the City has adopted building standards for single family homes that require steeper roof pitch (5:12 at minimum), and a minimum front façade materials coverage of 15% consisting of brick or stone. Planning Commission Agenda – 10/07/2025 3 The applicant proposes an addition of a third stall to the existing attached garage, and to reconfigure the driveway to provide access to the new garage addition. To match existing conditions on the site, three variances are required: (1) Construct the garage addition along the same front building line as the existing home/garage, less than the current 30 foot setback requirement; (2) Construct the addition to match the existing 4:12 roof pitches on the existing structure; and (3) Construct the addition with siding to match the remaining structure, on which no brick or stone currently exists. ANALYSIS: Variances require findings by the City that can be summarized as (1) the site has unique physical conditions on the property that create practical difficulties in meeting general code requirements that (2) interfere with putting the property to what would otherwise be a reasonable use. The unique conditions may not be solely economic in nature (although economic conditions can play a part), and the conditions may not have been created by the applicant or homeowner. In this regard, reasonable use is dependent on the character of the use and the neighborhood, sometimes including other neighborhoods with similar land uses and zoning. Staff would suggest that three-car garages are common aspects of single-family residential uses, a character aspect that has changed since the homes in this neighborhood were constructed. The setback variance condition initiated the application, with the variance to roof pitch and building materials requirement added with the review of the application materials submitted. The existing conditions (those of the building materials and roof pitch) were not created by the applicant, but instead, reflect the conditions in effect at the time of the original construction. Roof Pitch and Building Materials Variance Specific to these two variances, it would clearly be possible to construct the addition to comply with the current code with regard to these two standards. However, it is also noted that such a change would create an abrupt incongruence in the architecture of the structure, for both the roof pitch and the addition of brick or stone to the expansion area. This incongruence can be viewed as being in opposition to the neighborhood character aspect of variance review. Variances are intended to overcome code obstacles that interfere with reasonable uses – consistency of character and compatibility would be within the scope of that intent. In addition, the change in roof pitch has the potential to create drainage issues along the roofline. Planning Commission Agenda – 10/07/2025 4 As such, staff believes that these reasons support the tests for variance for both materials and roof pitch as requested. Further, staff have commonly applied the existing roof pitch standard when reviewing other additions or expansions. Front Setback The setback variance request is reviewed separately, as the rationale for its consideration is different from that of the building design review. In this case, garages with variable setbacks are not at all uncommon, and the proposed garage could be shifted or resized to meet the front setback requirement of 30 feet. Shifting the garage back from the street would not interfere with the existing porch or roofline, although it would impact the existing deck access. This aspect of impact is primarily an economic one and cannot stand on its own as a factor to support the variance. However, there are conditions on the property that relate to variance consideration of reasonable use and practical difficulty. By shifting the garage to the rear, it would encounter a significant slope, complicating its construction. The proposed location does not impact the required side yard setback requirement, and the applicant has shown on the site plan how the driveway can be configured to meet driveway design requirements of the City’s code, even with the shallower setback as proposed. Finally, the lot in question is particularly wide (more than 130 feet). As a part of the project, the applicant proposes to add new gables to the front of the building which will help mitigate the view of the newly lengthened structure along the street – indeed, one of these gables incorporates the proposed garage addition with the existing garage area. By considering the front setback variance, the addition will look much more as if it were part of the original design, and in this way, improve neighborhood character and street views. The City Engineer has indicated that with any expansion, maintaining existing drainage patterns will be required. STAFF RECOMMENDED ACTION Staff recommends approval of all three variances, including the building materials and roof pitch variances to avoid incongruencies with the existing structure, and for the front setback reduction, based on difficulties in construction on the site due to grade, in consideration of the additional width of the lot, and based on the gable additions proposed that support the building design, a component of neighborhood character. SUPPORTING DATA A.Resolution PC-2025-036 B.Resolution PC-2025-039 Planning Commission Agenda – 10/07/2025 5 C. Aerial Site Image D. Applicant Narrative E. Certificate of Survey F. Building Elevations G. Chief Building Official’s Letter, dated September 24, 2025 H. Monticello Zoning Ordinance, Excerpts a. Building Materials b. R-1 (Single-Family) Residential District Standards Z. Conditions of Approval Planning Commission Agenda – 10/07/2025 6 EXHIBIT Z Conditions of Approval Lot 4, Block 1, Creek-Side Terrace 155012001040 1. Completion of the project as represented in the application for variances. 2. Compliance with the terms of the City’s Chief Building Official letter dated September 24, 2025. 3. Maintaining existing drainage patterns is required per the direction of the City Engineer’s office. 4. Comments and recommendations of other Staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-36 1 RECOMMENDING APPROVAL OF VARIANCES FOR ROOF PITCH AND BUILDING MATERIALS FOR AN EXPANSION OF AN EXISTING SINGLE-FAMILY HOME PID 155-012-001040 WHEREAS, the applicant proposes to expand an existing single-family home in the R-1, Single Family Residential zoning district; and WHEREAS, the subject building was constructed prior to changes in the zoning ordinance that imposed requirements for a minimum roof pitch of 5/12 and brick or stone improvements on the front of the house; and WHEREAS, the applicant has submitted a request for variances to accommodate expansion of the home with architectural design that is consistent with the original home design; and WHEREAS, the proposed structure, if constructed with the variances as requested, would better meet the City’s objectives for neighborhood character and reinvestment in existing housing stock; and WHEREAS, construction of the addition in conformance to current code requirements for roof pitch and building materials would create a significant visual incongruency between the addition and the existing structure; and WHEREAS, the City has had a practice of accommodating such expansions on homes constructed prior to the current regulations; and WHEREAS, variance considerations require findings of reasonableness of the proposed use and practical difficulties in meeting the current codes; and WHEREAS, the request is consistent with the requirements for variance based on the findings identified by the Planning Commission and as listed in this resolution; and WHEREAS, the conditions supporting the variance are unique to this property, or properties such as this, and were not created by the owners nor are they primarily economic in nature; and WHEREAS, the Planning Commission held a public hearing on October 7th, 2025, on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-36 2 WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The applicant has provided plans demonstrating that the proposed construction is designed to be compatible with the existing structure. 2. The application of the existing codes would create a significant incongruency with the existing home, and lessen the visual compatibility for the neighborhood. 3. The conditions of the existing structure were consistent with the codes in place at the time of its construction, were not created by the owner, and are not primarily economic in nature. 4. The application would, with the conditions of approval, facilitate reasonable use of the property. 5. The purpose of variance consideration is to permit departures from the common regulations to ensure that the intent of the Zoning Ordinance is achieved, a purpose which these variances would meet. 6. The variance will facilitate reinvestment in the existing housing stock, enhancing and preserving the values of the City’s neighborhoods. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby approves the variances for roof pitch and building materials, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. Completion of the project as represented in the application for variances. 2. Compliance with the terms of the City’s Chief Building Official letter dated September 24, 2025. 3. Maintaining existing drainage patterns is required per the direction of the City Engineer’s office. 4. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 7th day of October, 2025 by the Planning Commission of the City of Monticello, Minnesota. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-36 3 MONTICELLO PLANNING COMMISSION By: _______________________________ Andrew Tapper, Chair ATTEST: ____________________________________________ Angela Schumann, Community Development Director CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-39 1 RECOMMENDING APPROVAL OF VARIANCE TO FRONT YARD SETBACK FOR AN EXPANSION OF AN EXISTING SINGLE FAMILY HOME PID 155-012-001040 WHEREAS, the applicant proposes to expand an existing single family home in the R-1, Single Family Residential zoning district; and WHEREAS, the subject building was constructed with a front setback of less than the required 30 feet; and WHEREAS, the applicant has submitted a request for variances to accommodate expansion of the home with architectural design that is consistent with the original home design; and WHEREAS, the proposed structure, if constructed with the variances as requested, would better meet the City’s objectives for neighborhood character and reinvestment in existing housing stock; and WHEREAS, construction of the addition in conformance to current code requirements for front setback would create a significant visual incongruency between the addition and the existing structure; and WHEREAS, if the building were constructed with a setback of 30 feet, rather than the existing building line, practical difficulties would arise with slope of the property, existing structural improvements on the home, and inability to add additional architectural improvements proposes as a part of the addition; and WHEREAS, variance considerations require findings of reasonableness of the proposed use and practical difficulties in meeting the current codes; and WHEREAS, the request is consistent with the requirements for variance based on the findings identified by the Planning Commission and as listed in this resolution; and WHEREAS, the conditions supporting the variance are unique to this property, or properties such as this, and were not created by the owners nor are they primarily economic in nature; and WHEREAS, the Planning Commission held a public hearing on October 7th, 2025, on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-39 2 WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The applicant has provided plans demonstrating that the proposed construction is designed to be compatible with the existing structure. 2. The application of the existing codes would create a significant practical difficulties in modifications to the existing home, and lessen the visual compatibility for the neighborhood. 3. The conditions of the existing structure were not created by the owner, and are not primarily economic in nature. 4. The application would, with the conditions of approval, facilitate reasonable use of the property. 5. The purpose of variance consideration is to permit departures from the common regulations to ensure that the intent of the Zoning Ordinance is achieved, a purpose which these variances would meet. 6. The variance will facilitate reinvestment in the existing housing stock, enhancing and preserving the values of the City’s neighborhoods. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby approves the variance to front setback, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. Completion of the project as represented in the application for variances. 2. Compliance with the terms of the City’s Chief Building Official letter dated September 24, 2025. 3. Maintaining existing drainage patterns is required per the direction of the City Engineer’s office. 4. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 7th day of October, 2025 by the Planning Commission of the City of Monticello, Minnesota. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-39 3 MONTICELLO PLANNING COMMISSION By: _______________________________ Andrew Tapper, Chair ATTEST: ____________________________________________ Angela Schumann, Community Development Director Consider Variance (various) for garage addition in R-1 (single-fam) residential Lot 4, Block 1, Creek-Side Terrace - 155012001040 Created by: City of Monticello 118 ft ∆ 4 1 Sandy Lane City Monticello, Wright County, Minnesota Leon Barthel 1221 Sandy Lane, Monticello, MN 55362 L4, B1, CREEK-SIDE TERRACE Certificate of Survey 1 1 FRONT ELEVATION SCALE:1/4"=1'-0"352 SQ. FT. FINISHED 12 4 LEFT ELEVATION SCALE:1/8"=1'-0" REAR ELEVATION SCALE:1/8"=1'-0"352 SQ. FT. FINISHED RIGHT ELEVATION SCALE:1/8"=1'-0" 12 4 12 4 3'-0" EXISTING HOUSE EXISTING HOUSE EXISTING HOUSE OF DE S I G N F O R : DR A W N B Y : CL # 2 0 P:R:R: F: 12 5 7 5 O A K V I E W A V E . B E C K E R , M N . 5 5 3 0 8 PH O N E : ( 7 6 3 ) 2 6 2 - 4 7 5 0 FA X : ( 7 6 3 ) 2 6 2 - 4 4 4 5 1- 8 0 0 - 2 4 7 - 0 2 9 5 DE S I G N C E N T E R 1 4 25 . 0 7 0 12 2 1 S A N D Y L A N E MO N T I C E L L O , M N . 5 5 3 6 2 CH I P B A U E R C O N S T R U C T I O N SA R 08 / 0 5 / 2 0 2 5 § 153.070 BUILDING MATERIALS. (A) Purpose. The purpose of these regulations is to enhance the quality and longevity of buildings in all zoning districts of the city, and to protect citizen investments in property value by ensuring complementary building style, construction, and appearance. (B) General requirements. (1) Consistency required. In all districts, all buildings shall be finished on all sides with consistent architectural quality, materials, and design. (2) New materials. In recognition of the ever-changing marketplace for new finishing materials, the Community Development Department may authorize the use of materials not listed herein if it is determined that such a material is substantially similar or superior to one or more of the approved building materials. (C) Residential district requirements. (1) All residence districts. No metal siding shall be permitted wider than 12 inches or without a one-half inch or more overlap and relief. (2) R-1 and R-2 Districts. A minimum of 15% of the front building façade of any structure in the R-1 or R-2 Districts, less the square footage area of windows and garage doors, shall be covered with brick or stone. Any attached or major detached accessory building that can be seen from the street shall meet this same standard when consistent with the principal structure. Structures with front facades covered by at least 70% stucco or real wood may reduce the brick or stone coverage to 5%. The Planning Commission may approve optional facade treatments prior to building permit through site plan review when additional architectural detailing so warrants. Such detailing may include usable front porches, extraordinary roof pitch or other features. (3) R-A and T-N Districts. A minimum of 20% of the front building façade of any structure in the R-A or T-N zoning district, less the square footage area of windows and garage doors, shall be covered with brick or stone. Any attached or major detached accessory building that can be seen from the street shall meet this same standard when consistent with the principal structure. Structures with front facades covered by at least 70% stucco or real wood may reduce the brick or stone coverage to 10%. (4) R-3 District and other districts with multiple-family housing. The R-3 and R-4 District and other districts with multiple- family housing shall be subject to building material standards as follows: (a) All building walls facing a public street shall be covered with stone, brick, cultured masonry simulating brick or stone, or other enhanced materials to an extent not less than 20% of the exposed wall silhouette area; and (b) Multiple-family structures of 13 or more units shall, when using lap horizontal siding, be constructed of heavy gauge steel or cement-board, with no use of vinyl or aluminum permitted. Natural wood or species that is resistant to decay may be permitted. (5) Roofing materials. Roofing materials in residential districts, including for principal and accessory buildings, shall consist of shingles made of asphalt, fiberglass, durable rot-resistant wood (such as cedar), stone (such as slate) or architectural metal (including steel and copper). Heavy gauge steel or copper may be used for standing-seam roofing. Steel may be used only when designed to resemble traditional residential architectural roofing materials. (D) Business district requirements. In all Business Zoning Districts (see table 3-1), the following building materials standards shall apply. (1) No galvanized or unfinished steel, galvalum, or unfinished aluminum buildings, except those specifically designed to have a corrosive designed finish such as“corten” steel, shall be permitted in the districts listed herein. (2) Buildings in these zoning districts shall maintain a high standard of architectural and aesthetic compatibility with conforming surrounding properties to ensure that they will not adversely impact the property values of the abutting properties and shall have a positive impact on the public health, safety, and general welfare, insofar as practicable. (3) Exterior building finishes in the districts subject to this section shall consist of materials compatible in grade and quality to the following: (a) Brick. (b) Natural stone. (c) Decorative rock face or concrete block. (d) Cast-in-place concrete or pre-cast concrete panels. (e) Wood, provided that the surfaces are finished for exterior use and wood of proven exterior durability is used, such as cedar, redwood, or cypress. (f) Glass. (g) Exterior insulated finish systems, where said system is manufactured to replicate the look of one of the approved building materials in this section. (h) Stucco. (4) Metal exterior finishes shall be permitted only where coordinated into the overall architectural design of the structure, such as in window and door frames, mansard roofs or parapets, and other similar features, and in no case shall constitute more than 15% of the total exterior finish of the building. (5) Metal roofing. Metal shall be an allowed roofing material in the “B”, Business Districts, provided such material is designed to resemble traditional commercial architecture and/or is designed to complement the architectural design of the building. (6) Building materials and design for the CCD District. All buildings within the CCD shall meet the materials and design standards of the Comprehensive Plan as defined by the Downtown Monticello Small Area Plan Amendment, the requirements of the CCD District, as well as the standards in § 153.070 for Business District requirements. In the case of a conflict between these standards, the stricter of the standards shall be applied. (E) Industrial requirements. (1) In the Industrial and Business Campus District (IBC), the following building materials and standards shall apply: (a) Buildings shall maintain a high standard of architectural and aesthetic compatibility with conforming surrounding properties to ensure that they will not adversely impact the property values of the abutting properties and shall have a positive impact on the public health, safety, and general welfare, insofar as practicable. (b) Exterior building finishes shall not consist of galvanized or unfinished steel, or unfinished aluminum. (c) Exterior building finishes shall consist of materials compatible in grade and quality to the following: 1. Brick; 2. Natural stone; 3. Decorative rock face block or burnished block; 4. Wood, provided that the surfaces are finished for exterior use and wood of proven exterior durability is used, such as cedar, redwood, or cypress; 5. Glass; 6. Stucco or substantially similar finish product; 7. Exterior insulated finish systems, where said system is manufactured to replicate the look of one of the approved building materials in this section; 8. Cast in place concrete or pre-cast concrete panels. (d) Metal exterior finishes shall be permitted only where coordinated into the overall architectural design of the structure, such as in window and door frames, mansard roofs or parapets, and other similar features, and in no case shall constitute more than 15% of the total exterior finish of the building. (e) Any exterior wall adjacent to a public street must have a higher level of aesthetics. This could be accomplished by architectural design features. increased use of stone and/or brick across 15% of the facade area, combination of glass and architectural metals, or a wall plane articulation across 15% of the facade area. Such articulation must extend at least five feet from the primary building line of the principal building structure. (2) In the Light Industrial District (I-1), the following building material standards shall apply: (a) Exterior building finishes shall not consist of galvanized or unfinished steel, or unfinished aluminum. (b) Any exterior wall adjacent to a public street must have a higher level of aesthetics. This could be accomplished by architectural design features, increased use of stone and/or brick across 25% of the façade area, combination of glass and architectural metals, or a wall plane articulation across 25% of the façade area. Such articulation must extend at least five feet from the primary building line of the principal building structure. (c) Exterior building finishes shall consist of materials compatible in grade and quality to the following: 1. Brick; 2. Natural stone; 3. Decorative rock face block or burnished block; 4. Glass; 5. Stucco or substantially similar finish product; 6. Exterior insulated finish systems. where said system is manufactured to replicate the look of one of the approved building materials in this section; 7. Cast in place concrete or pre-cast concrete panels; 8. Textured finishes on metal panels to simulate stucco or other similar treatments; 9. Commercial-grade siding made of cement board. composition board, or other durable material. not including vinyl. (3) In the Heavy Industrial (I-2) districts, the following building material standards shall apply: (a) Exterior building finishes shall not consist of galvanized or unfinished steel, or unfinished aluminum. (b) Any exterior wall adjacent to a public street must have a higher level of aesthetics. This could be accomplished by architectural design features, increased use of stone and/or brick across 15% of the façade area, combination of glass and architectural metals, or a wall plane articulation across 15% of the façade area. Such articulation must extend at least five feet from the primary building line of the principal building structure. (c) Exterior building finishes shall consist of materials compatible in grade and quality to the following: 1. Brick; 2. Natural stone; 3. Decorative rock face block or burnished block; 4. Glass; 5. Stucco or substantially similar finish product; 6. Exterior Insulated Finish systems. where said system is manufactured to replicate the look of one of the approved building materials in this section; 7. Cast n place concrete or pre-cast concrete panels; 8. Textured finishes on metal panels to simulate stucco or other similar treatments; 9. Commercial-grade siding made of cement board, composition board, or other durable material, not including vinyl. (F) Institutional requirements. All institutional uses shall adhere to the building materials requirements spelled out for commercial districts in § 153.070(D) above. (Ord. 791, passed 11-14-2022; Ord. 799, passed 2-27-2023) § 153.043 RESIDENTIAL BASE ZONING DISTRICTS. (A) General purpose. The residential base zoning districts established in this section are intended to provide a variety of housing options in a comfortable, healthy, safe, and pleasant environment in which to live and recreate at a neighborhood level. More specifically, they are intended to: (1) Promote strong residential neighborhoods with a sense of connection to the community; (2) Foster citizen involvement in the community, interaction between neighbors and neighborhood oriented support systems; (3) Provide a range of housing choices and affordability through varying housing densities, types and designs including accessory dwelling units; (4) Seek quality over quantity in new residential growth; (5) Maintain a connection to the natural environment by incorporation of natural characteristics into the development setting. (B) Standards applicable to all residential base zoning districts. (1) Zero side lot line development. Residential unit lots containing duplexes or townhouses may be subdivided along the common wall in a “zero lot line” arrangement, provided: (a) The combined area of the base lot and individual unit lots contains the required amount of lot area per unit as prescribed elsewhere in this chapter; (b) Unit lots shall meet all required setbacks from the boundaries of the base lot; (c) Any shared wall facing on a zero side lot line is a structural wall capable of providing protection from fire, noise and visual encroachment. (2) Condominiums. Residential lots of non-single-family structures may be divided for the purpose of condominium ownership provided that: (a) The principal structure containing the housing units shall meet the setback distances of the applicable zoning district. (b) Each condominium unit shall have the minimum lot area for the type of housing unit and usable open space as specified in the area and building size regulations of this chapter. (c) Condominiums shall be designed to meet the International Building Code as adopted in the Monticello City Code. (C) Agricultural Open Space District (A-O). The purpose of the "A-O" Agricultural-Open Space District is to provide suitable areas of the city for the retention and utilization of open space and/or agricultural uses, prevent scattered non-farm uses from developing improperly, and to secure economy in government expenditures for public utilities and service. (1) Lot area minimum: two acres. (2) Lot width minimum: 200 feet. Required Yards (in feet) Max Height (stories/f t.) Minimum Floor Area (sq. ft.) Minimum Building Width (ft.) Minimum Roof Pitch & Soffit (vertical rise/horizon tal run) Front Interior Side Street Side Rear Single- Family Building 35 10 [1] 20 30 [2] 2.5 stories 35 feet Minimum foundation sizes by home type [3] 2000 finishable [4] 24 6 in./12 in. no minimum soffit [5] [1]: For interior lots in R-1 and R-A districts, attached accessory uses shall be setback no less than 6 feet from the side yard property line, provided that the sum of both side yard setbacks shall be a minimum of 20 feet. [2]: The required rear yard shall consist of a space at least 30-feet in depth across the entire width of the lot that is exclusive of wetlands, ponds, or slopes greater than 12%. [3]: 2,400 square foot gross floor area excluding a basement or cellar for two story homes and a 1,600 square foot foundation for multi-level, rambler and split entry homes. [4]: Finishable square footage is exclusive of required attached garage floor area. [5]: Roof gables, shed roofs, dormers and porch roofs to allow for a lower pitch to incorporate as an architectural feature, provided no such exempted roof areas shall comprise any more than 20% of the total horizontal roof area of a single-family structure as measured from a bird's-eye plan view. Accessory Structures and Uses - An attached garage shall be included with all principal residential structures in the R-A district. - See § 153.092(B) for all general standards and limitations on accessory structures. - The minimum floor area for the required attached garage shall be 700 sq. ft. - No portion of any garage space may be more than five feet closer to the street than the front building line of the principal use (including porch). - See footnote [1] above as related to setbacks for attached accessory uses on interior lots. Other Regulations to Consult (not all inclusive) - § 153.042, Common District Requirements - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts - § 153.070, Building Materials - § 153.067, Off-Street Parking - § 153.060, Landscaping and Screening Standards (E) Single- Family Residential District (R- 1). The purpose of the "R- 1" Single-Family Residential District is to provide for low density, single-family, detached residential dwelling units and directly related complementary uses. (1) Base lot area. (a) Minimum: 10,000 sq. ft. (b) Average: 12,000 sq. ft. (at least 40% of lots created through subdivision shall exceed 12,000 sq. ft. in size). (2) Base lot width. (a) Minimum: 70 ft. (b) Average: 80 ft. (at least 40% of lots created through subdivision shall exceed 80 ft. in width). Typical R-1 Lot Configuration TABLE 3-5: R-1 DEVELOPMENT STANDARDS Required Yards (in feet) Max Height (stories/ft.) Minimum Floor Area (sq. ft.) Minimu m Building Width (ft.) Minimum Roof Pitch & Soffit (vertical rise/horizon tal run) Front Interior Side Street Side Rear Single- Family Building 30 10 [1] and [2]20 30 2.5 stories 35 feet 1,050 foundation/ 2,000 finishable [4] 24 5 in./12 in. no minimum soffit [5] [1]: For interior lots in R-1 and R-A districts, attached accessory uses shall be setback no less than 6 feet from the side yard property line, provided that the sum of both side yard setbacks shall be a minimum of 20 feet. [2]: Interior side yard setbacks for single-family homes on lots of record with a lot width 66 feet or less in the Original Plat of Monticello and Lower Monticello shall be at least six feet. [3]: The required rear yard shall consist of a space at least 30-feet in depth across the entire width of the lot that is exclusive of wetlands, ponds, or slopes greater than 12%. [4]: Finishable square footage is exclusive of required attached garage floor area. [5]: Roof gables, shed roofs, dormers and porch roofs to allow for a lower pitch to incorporate as an architectural feature, provided no such exempted roof areas shall comprise any more than 20% of the total horizontal roof area of a single- family structure as measured from a bird's-eye plan view. Accessory Structures and Uses - An attached garage shall be included with all principal residential structures in the R-1 district. - See § 153.092(B) for all general standards and limitations on accessory structures. - The minimum floor area for the required attached garage shall be 550 sq. ft. - See footnote [1] above as related to setbacks for attached accessory uses on interior lots. Other Regulations to Consult (not all inclusive) - § 153.042, Common District Requirements - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts - § 153.070, Building Materials - § 153.067, Off-Street Parking - § 153.060, Landscaping and Screening Standards (F) Single and Two- Family Residential District (R-2). The purpose of the "R-2" Single and Two-Family Residential District is to provide for low to moderate density one and two unit dwellings and directly related complementary uses. (1) Base density. Unit Type Minimum Lot Area/Unit Single-family 10,000 sq. ft. Duplex/two-family 7,000 sq. ft. Townhome*7,000 sq. ft. Multi-family (3-4 units)*5,500 sq. ft. *By conditional use permit only. See also multi-family dwelling unit standards. (3) Minimum lot width. R-2 District Original Plat Lot Width 80 ft.66 ft. Typical R-2 Lot Configuration TABLE 3-6: R-2 DEVELOPMENT STANDARDS Required Yards (in feet) Max Height Minimum Floor Area Minimum Finished Floor Minimum Building Width Minimum Pitch & Soffit complementary uses. (1) Minimum lot area: 5,500 sq. ft. (2) Minimum lot width: 55 ft. (3) Minimum lot depth: 100 ft. Typical T-N Lot Configuration TABLE 3-7: T-N DEVELOPMENT STANDARDS Required Yards (in feet) Max Height (stories/f t.) Minimum Floor Area (sq. ft.) Minimu m Building Width (ft.) Minimum Pitch & Soffit (vertical rise/horizon tal run) Front [1] Interior Side Street Side Rear TABLE 3-7: T-N DEVELOPMENT STANDARDS Required Yards (in feet) Max Height (stories/f t.) Minimum Floor Area (sq. ft.) Minimu m Building Width (ft.) Minimum Pitch & Soffit (vertical rise/horizon tal run) Front [1] Interior Side Street Side Rear Single- Family Building 25[1]10 20 30 [2] 2.5 stories 35 feet 1,050 foundation/ 2,000 finishable [2] 24 5 in./12 in. no minimum soffit [5] [1]: The minimum width of the dimension of the principal building living area across the front building line shall be no less than 12 ft., which may include a usable porch of at least 6 ft. in depth. The maximum building line of the attached garage may be no more than 20 ft. across the front building line. [2]: Finishable square footage is exclusive of required attached accessory space garage floor area. Accessor y Structure s and Uses - An attached garage shall be included with all principal residential structures in the T-N district. - See § 153.092(B) for all general standards and limitations on accessory structures. - The minimum floor area for the required attached garage shall be 480 sq. ft. - For front-loaded attached garages, no portion of any garage space may be more than five feet closer to the street than the front building line of the principal use (including porch). - No private driveway leading to an accessory structure may exceed 24 ft. in width at the front yard property line. Driveways shall be offset and separated to maximize on-street parking capacity. Other Regulations to Consult (not all inclusive) - § 153.042, Common District Requirements - § 153.043(B), Standards Applicable to All Residential Base Zoning Districts - § 153.070, Building Materials - § 153.067, Off-Street Parking - § 153.060, Landscaping and Screening Standards Planning Commission Agenda – 10/07/2025 1 2B. Public Hearing - Consideration of a request for a Conditional Use Permit for a proposed driveway paving in the rear yard, in an R-1 (single-family) residential district. Applicant: Josh and Andrea Sigler Prepared by: Grittman Consulting, Stephen Grittman, City Planner Meeting Date: 10/07/2025 Council Date (pending Commission action): 10/27/2025 Additional Analysis by: Community Development Director, Assistant City Engineer, Chief Building Official, Community & Economic Development Coordinator ALTERNATIVE ACTIONS Decision 1: Consideration of a Conditional Use Permit for a proposed driveway paving in the rear yard, in an R-1 (single-family) residential district. 1. Motion to adopt Resolution No. PC-2025-38 recommending approval of a Conditional Use Permit for a proposed driveway paving in the rear yard, in an R-1 (single-family) residential district, subject to the conditions in Exhibit Z and based on findings in said resolution. 2. Motion to adopt Resolution No. PC-2025-38 recommending denial of a Conditional Use Permit for a proposed driveway paving in the rear yard, in an R-1 (single-family) residential district, subject to the conditions in Exhibit Z and based on findings to be made by the Planning Commission and directing staff to prepare the resolution and authorizing the Chair to execute said resolution. 3. Motion to table action on Resolution No. PC-2025-38. REFERENCE AND BACKGROUND Property: Legal Description: Lot 6, Block 3, River Forest PID #: 155114003060 Planning Case Number: 2025-44 Request(s): Conditional Use Permit for a proposed driveway paving in the rear yard, in an R-1 (single-family) residential district. Planning Commission Agenda – 10/07/2025 2 Deadline for Decision: November 9, 2025 (60-day deadline) January 8, 2026 (120-day deadline) Land Use Designation: Low-Density Residential Zoning Designation: R-1 Single Family Residential Overlays/Environmental Regulations Applicable: n/a Current Site Uses: Single Family Residential Surrounding Land Uses: North: Single Family Residential East: Single Family Residential South: Single Family Residential West: Single Family Residential Project Description: The applicants are seeking a Conditional Use Permit to pave an existing gravel driveway that extends from the front building line of their attached garage to a rear detached garage. The zoning ordinance allows such driveways to be paved by CUP, with certain requirements. ANALYSIS: The application proposes the expansion of an existing paved driveway in the front yard to meet width requirements at the street curb and property line, then extending along the side of the existing attached garage into the rear yard. The driveway would connect to the existing rear- yard detached garage. The proposed paving would replace the existing gravel surfacing in the same area. The zoning ordinance provides for such driveways by Conditional Use Permit, provided that the proposed driveway meets setback requirements and other CUP standards. The required setback for driveways adjacent to the side property line is 3 feet. The applicant has provided a sketch drawing of the proposed improvements. The plan shows a “green space” outside of the driveway and a 6 foot tall fence, a space that is not dimensioned on the applicant’s sketch. Aerial photography of the property appears to show the existing detached garage with a setback of approximately 5 feet – provided the fence line and driveway are consistent with this building line, the applicant should be able to meet the setback requirement for the proposed driveway. While the applicant has provided an older survey of the property, neither the proposed driveway nor the existing garage are shown on that document. Instead, Planning Commission Agenda – 10/07/2025 3 the survey shows a 15.7 foot setback for the attached garage as proposed at the time of its construction. As such, the applicant will need to ensure that the additional pavement does not extend farther than approximately 12 feet from the south wall of the garage. The Building Department may require additional confirmation of property line location, including an updated survey, as a condition of approval. For Conditional Use Permits, the general review standards are as follows: § 153.028 (D)(4)(a) Conditional use permit criteria. Approval of a conditional use permit application requires that the city find that conditions can be established to ensure that all of the following criteria will always be met: 1. The conditional use will not substantially diminish or impair property values within the immediate vicinity of the subject property; 2. The conditional use will not be detrimental to the health, safety, morals, or welfare of persons residing or working near the use; 3. The conditional use will not impede the normal and orderly development of surrounding property for permitted uses predominant in the area; 4. The conditional use will not pose an undue burden on public utilities or roads, and adequate sanitary facilities are provided; 5. The conditional use can provide adequate parking and loading spaces, and all storage on the site can be done in conformance with city code requirements; 6. The conditional use will not result in any nuisance including but not limited to odor, noise, or sight pollution; 7. The conditional use will not unnecessarily impact natural features such as woodlands, wetlands, and shorelines; and all erosion will be properly controlled; 8. The conditional use will adhere to any applicable additional criteria outlined in §§ 153.090 through 153.093 for the proposed use. For this CUP, the applicant suggests that the paved driveway will lessen impacts on the neighboring property by lowering noise, dust, and erosion from the existing gravel. With the fence, the driveway would be buffered visually, and there are not expected to be any additional impacts on public facilities or roadways. While pavement can typically be an issue for impervious surface volume and stormwater runoff, it performs better than the existing gravel in terms of preventing erosion. It is further noted that gravel drives are commonly considered to be impervious as well, so overall site coverage is changing only slightly. The zoning ordinance does not permit the parking of passenger vehicles in rear yards. However, parking of recreational vehicles is permitted. Planning Commission Agenda – 10/07/2025 4 STAFF RECOMMENDED ACTION Staff recommends Alternative 1, approval of the CUP, with the conditions noted Exhibit Z, which include verification of setback compliance, management of grading and runoff in the existing side yard, immediate restoration of any soils disturbed by the project, and construction of the project in accordance with the plans as proposed in this application. SUPPORTING DATA A. Resolution PC-2025-38 B. Aerial Site Image C. Applicant Narrative D. Certificate of Survey E. Sketch Plan F. Chief Building Official Letter, 9-24-2025 G. Monticello Zoning Ordinance, Excerpt Z. Conditions of Approval Planning Commission Agenda – 10/07/2025 5 EXHIBIT Z Conditions of Approval Conditional Use Permit For Rear-Yard Driveway 9716 River Forest PID 155114003060 1. Verification that the driveway meets the required 3 foot setback and maximum width at property line as required by the code and per the Building and Engineering Departments. 2. Management of grading and drainage to avoid stormwater runoff impacts to the neighboring property beyond the existing condition. 3. Immediate restoration of all disturbed areas will landscape cover. 4. Completion of the project consistent with the requirements of the ordinance, all final conditions, and the proposed project as represented in the application for CUP. 5. Compliance with the terms of the Chief Building Official’s letter dated September 24, 2025. 6. Comments and recommendations of other Staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-38 1 RECOMMENDING APPROVAL OF A CONDITIONAL USE PERMIT FOR CONSTRUCTION OF A PAVED DRIVEWAY IN THE REAR YARD TO A DETACHED ACCESSORY BUILDING 9716 RIVER FOREST PID 155-114-003060 WHEREAS, the applicant has submitted a request to a driveway to an existing detached garage in the rear yard portion of the subject property for storage of private residential storage and recreational use; and WHEREAS, the existing space is current covered with gravel, creating concerns related to maintenance and erosion; and WHEREAS, paved driveways in the rear yard require a Conditional Use Permit to manage impervious surfaces and grading; and WHEREAS, the site is zoned Single Family Residential (R-1) and, which allows such use by Conditional Use Permit; and WHEREAS, the proposed use and development are consistent with the Comprehensive Land Use Plan designation of “Low Density Residential” for the area; and WHEREAS, the applicants have provided materials illustrating the proposed driveway and location of other structures on the subject property; and WHEREAS, the Planning Commission held a public hearing on October 7th, 2025 on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: 1. The applicant has provided plans stating that the proposed pavement will be in compliance with relevant codes relating to setback and coverage. 2. The applicant has provided plans demonstrating that the proposed driveway will improve and control drainage on and around the subject property. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-38 2 3. The parcel is a lot which will accommodate the driveway without crowding the subject property or neighboring parcels. 4. The side yard, and proposed fence, will help screen uses between properties. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the Conditional Use Permit for construction of a paved driveway in the rear yard, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. Verification that the driveway meets the required 3 foot setback and maximum width at property line as required by the code and per the Building and Engineering Departments. 2. Management of grading and drainage to avoid stormwater runoff impacts to the neighboring property beyond the existing condition. 3. Immediate restoration of all disturbed areas will landscape cover. 4. Completion of the project consistent with the requirements of the ordinance, all final conditions, and the proposed project as represented in the application for CUP. 5. Compliance with the terms of the Chief Building Official’s letter dated September 24, 2025. 6. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 7th day of October, 2025 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: _______________________________ Andrew Tapper, Chair ATTEST: ____________________________________________ Angela Schumann, Community Development Director Request for CUP for paving in rear yard in R-1 (single-family) residential Lot 6, Block 3 - River Forest (9716 River Forest Dr.) Created by: City of Monticello 118 ft Friday, September 12, 2025 To whom it may concern: We , Josh & Andrea Sigler, are tearing out the existing driveway for full replacement and seeking approval to extend the asphalt to the backyard garage with proper drainage and proper greenspace on the right property line. Currently, the driveway to the backyard garage exists but is gravel. The proposed project will not diminish or impair property values within the immediate vicinity. On the contrary, replacing the gravel with a finished asphalt surface will improve the overall appearance and functionality of the property, aligning with surro unding residential standards. The project will not be detrimental to the health, safety, or welfare of nearby residents. The design includes proper drainage and greenspace to avoid any negative environmental impact, and the use of asphalt in place of gravel will reduce dust and debris. The improvement will not impede the normal and orderly development of surrounding property. The proposed work is consistent with residential use and will not interfere with neighboring lots or future development in the area. The project will not place any undue burden on public utilities or roads. The driveway will remain within the boundaries of the property and will not increase traffic or utility demands. Proper drainage measures will ensure there are no negative effects on city stormwater systems. Adequate parking and access will be maintained. The extended asphalt surface will provide safe and orderly access to the existing backyard garage. The project will not create nuisances such as odor, noise, or sight pollution. The finished asphalt surface will be quieter and cleaner than the existing gravel, and no ongoing disturbances are anticipated once construction is complete. Finally, the project will not impact natural features such as wetlands, woodlands, or shorelines. Erosion will be controlled during construction, and the designated greenspace along the right property line will help maintain proper drainage and minimize environmental impacts. § 153.067 OFF-STREET PARKING. (A)Purpose. The regulation of off-street parking spaces in these zoning regulations is to alleviate or prevent congestion of the public right-of-way and to promote the safety and general welfare of the public by establishing minimum requirements for off-street parking of motor vehicles in accordance with the utilization of various parcels of land or structures. (B)Application of off-street parking regulation. The regulations and requirements set forth herein shall apply to all off- street parking facilities in all of the zoning districts of the city. (C)Change in use or occupancy. (1)Change in use or occupancy of land. (a) Any change of use or occupancy of land already dedicated to a parking area, parking spaces, or loading spaces shall not be made, nor shall any sale of land, division, or subdivision of land be made which reduces area necessary for parking, parking stalls, or parking requirements below the minimum prescribed by these zoning regulations. (b) Off-street parking spaces and loading spaces or lot area existing upon the effective date of this chapter as denoted in § 153.004 shall not be reduced in number or size unless said number of size exceeds the requirements set forth herein for a similar new use. (2)Change in use or occupancy of a building. Any change of use of occupancy of any building or buildings, including additions thereto, requiring more parking area shall not be permitted until there is furnished such additional parking spaces as required by these zoning regulations. (3)Site plan drawing necessary. In all zoning districts, all applications for a building permit or prior to a change in use for an existing building or as required for a certificate of occupancy in all zoning districts shall be accompanied by a site plan drawn to scale and dimensioned indicating the location of off-street parking and loading spaces in compliance with the requirements set forth in § 153.067. (D)Prohibited uses related to off-street parking. (1) Required accessory off-street parking spaces in any district shall not be utilized for open storage, sale, or rental of goods; or storage of inoperable vehicles and/or storage of snow. (2)For single-family and two-family dwellings, off-street parking of passenger, small construction, emergency or any other commercial vehicles in the rear yard is prohibited as illustrated in Figure 4-11 and in Table 4-9. (3) Except for temporary uses as permitted by § 153.093 and trailers parking in a designated loading area, no vehicle may be parked and used for storage of items in any district. (E)Standards applicable to all uses. (1)Location of required parking. (a) Required accessory off-street parking shall be on the same lot under the same ownership as the principal use being served except under the provisions of § 153.067(G)(3), subject to the public improvement project exception as regulated by § 153.106(D)(1). (b) Except for single, two-family, townhouse dwellings and parcels in the CCD, head-in parking directly off of and adjacent to a public street with each stall having its own direct access to the public street shall be prohibited. (c) Except in the case of single, two-family, and townhouse dwellings, parking areas shall be designed so that circulation between parking bays or aisles occurs within the designated parking lot and does not depend upon a public street or alley. (d) Except in the case of single, two-family, and townhouse dwellings and parcels in the CCD, parking area design which requires backing into the public street is prohibited. (e) All accessory off-street parking facilities required by this chapter shall be located and restricted as follows: 1. For single-family and two-family dwellings, the part of a paved driveway within boulevard portion of the street right-of-way shall only be used for parking in a manner that does not block any public sidewalk or pathway. 2. In the case of single-family dwellings, parking shall be prohibited in any portion of the rear yard. In the case where the only attached or detached garage on a property is located in the rear yard, parking may be allowed in designated driveways leading directly into a garage, or on one open surfaced space located on the side of a driveway away from the principal use as shown in Table 4-9 and Figure 4-11. Said extra space shall be surfaced as required by Table 4-9 and Figure 4-11. 3. In the case of single-family dwellings, parking in the side yard shall be allowed on a surfaced space as shown in Table 4-9 and Figure 4-11. (f) All parking must occur on a paved surface except as may be permitted by this chapter. (2)Vehicular use area design. (a) Curb cuts and access. 1. Each property shall be allowed one curb cut access per 125 feet of street frontage. All property shall be entitled to at least one curb cut. 2. The maximum driveway width at the property line shall not exceed 30 feet and shall taper to a width not to exceed 28 feet at the public street. 3. Within all districts, a five foot radius curb may be constructed at the public street in addition to the maximum driveway width allowed. 4. Driveway access curb openings on a public street except for single, two-family, and townhouse dwellings shall not be located less than 40 feet from one another. 5. No curb cut access shall be located less than 40 feet from the intersection of two or more street rights-of-way. This distance shall be measured from the intersection of lot lines. 6. All driveway access openings shall require a culvert unless the lot is served by storm sewer or is determined unnecessary by the Community Development Department. Size of culvert shall be determined by the Community Development Department but shall be a minimum of 15 inches in diameter. 7. Except for single, two-family, and townhouse residential development (and as otherwise noted in this chapter), all open vehicular use areas shall have a perimeter concrete curb barrier around the entire parking lot, said curb barrier shall not be closer than six feet to any lot line as measured from the lot line to the face of the curb. (b) Stall, aisle, and driveway design. 1. Each parking space shall be not less than nine feet wide and 20 feet in length exclusive of access aisles, and each space shall be served adequately by access aisles. EXCEPTION: Where desired, up to 25% of the parking spaces may be not less than seven and one-half feet in width and not less than 16 feet in length when served adequately by access aisles to accommodate compact car parking and should be marked as such. 2. Except in the case of single-family, two-family, and townhouse dwellings, parking areas and their aisles shall be developed in compliance with the following standards: TABLE 4-6: PARKING STALL AND AISLE STANDARDS Angle Wall to Minimum Wall to Interlock Minimum Interlock to Interlock Minimum 30 48.6’44.5’40.3’ 45 56.8’53.4’50.0’ 60 62.0’59.7’57.4’ 90 64.0’64.0’64.0’ Parallel Parking: 22 feet in length (c) Surfacing. 1. Except in the case of single-family and two-family dwellings, driveways and stalls shall be surfaced with six inch class five base and two inch bituminous topping or concrete equivalent. Drainage plans shall be reviewed and subject to approval by the Community Development Department. The Community Development Department staff may waive this requirement if it is determined that the drainage plans do not merit further study. Community Development Department determination in this regard shall be based on the size of parking surface area, simplicity of design plan, and proximity/accessibility to existing storm sewer facilities. 2. The grade elevation of any parking area shall not exceed 5%. (d) Striping. Except for single, two-family, and townhouses, all parking stalls shall be marked with white painted lines not less than four inches wide. (e) Lighting. Any lighting used to illuminate an off-street parking area shall be so arranged as to reflect the light away from adjoining property, abutting residential uses, and public rights-of-way and be in compliance with § 153.063. (f) Landscaping and screening. All open, non-residential, off-street parking areas of five or more spaces shall be screened and landscaped from abutting or surrounding residential districts in compliance with § 153.060(F). 1. Interior vehicular use area landscaping – see § 153.060(F)(2). 2. Perimeter vehicular use area landscaping – see § 153.060(F)(3). 3. Perimeter buffers – see § 153.060(G). (g) Signs. No sign shall be so located as to restrict the sight lines and orderly operation and traffic movement within any parking lot. (3) Parking within a structure. The off-street parking requirements may be furnished by providing a space so designed within the principal building or one structure attached thereto; however, unless provisions are made, no building permit shall be issued to convert said parking structure into a dwelling unit or living area or other activity until other adequate provisions are made to comply with the required off-street parking provisions of this chapter. (4) Vehicular use area stall calculation requirements. (a) General provisions. 1. The minimum number of off-street parking spaces shown in Table 4-7 shall be provided and maintained by ownership, easement, and/or lease for and during the life of the respective uses hereinafter set forth. 2. When determining the number of off-street parking spaces results in a fraction, each fraction of one-half or more shall constitute another space. 3. In stadiums, sports arenas, churches, and other places of public assembly in which patrons or spectators occupy benches, pews, or other similar seating facilities, each 22 inches of such seating facilities shall be counted as one seat for the purpose of determining requirements. 4. Should a structure contain two or more types of use, each shall be calculated separately for determining the total off-street parking spaces required. (b) Floor area. 1. The term "floor area" for the purpose of calculating the number of off-street parking spaces required shall be determined on the basis of the interior floor area dimensions of the buildings, structure, or use times the number of floors. 2. Whenever practical, final parking calculations shall be based on an actual building floor plan. TABLE 4-7: MINIMUM OFF-STREET PARKING SPACES BY USE Use Type Minimum # of Spaces & Additional Requirements TABLE 4-7: MINIMUM OFF-STREET PARKING SPACES BY USE Use Type Minimum # of Spaces & Additional Requirements Residential Uses Detached Dwelling 2.0 spaces for each dwelling unit Duplex 2.0 spaces for each dwelling unit Townhome 2.5 spaces for each dwelling unit, of which two must be enclosed, plus one guest parking space for every four units Multiple-Family In general 1.2 spaces for each bedroom, of which one must be enclosed, plus one guest parking space for every four units Senior housing - independent living 0.67 spaces per dwelling unit, plus one guest parking space for every six units Specialty Eating Establishments 1.0 space for each 200 square feet - If in the CCD district, one space per 350 square feet of floor space Vehicle Fuel Sales 4.0 spaces plus two spaces for each service stall (not pump) - Those facilities designed for sale of other items than strictly automotive products, parts, or service shall be required to provide additional parking in compliance with other applicable sections of this chapter Vehicle Sales and Rental 8.0 spaces plus one additional space for each 800 square feet of floor area over 1,000 square feet Veterinary Facilities 1.0 space for each 250 square feet Wholesale Sales 1.0 space for each 200 square feet - If in the CCD district, one space per 350 square feet of floor space Industrial Uses Auto Repair – Major See Parking Schedule #1 [§ 153.067(H)(2)] Extraction of Materials See Parking Schedule #2 [§ 153.067(H)(3)] General Warehousing 8.0 spaces plus one space for each two employees on the maximum shift or, at a minimum, at least eight spaces plus one space for each 1,000 square feet of floor area Truck or Freight Terminal 8.0 spaces plus one space for each two employees on the maximum shift or, at a minimum, at least eight spaces plus one space for each 500 square feet of floor area Waste Disposal & Incineration See Parking Schedule #1 [§ 153.067(H)(2)] Wrecker and Towing Services See Parking Schedule #1 [§ 153.067(H)(2)] Heavy Manufacturing See Parking Schedule #1 [§ 153.067(H)(2)] Industrial Services See Parking Schedule #1 [§ 153.067(H)(2)] Light Manufacturing See Parking Schedule #1 [§ 153.067(H)(2)] Machinery/Truck Repair and Sales See Parking Schedule #1 [§ 153.067(H)(2)] Recycling and Salvage Center See Parking Schedule #1 [§ 153.067(H)(2)] Self-Storage Facilities 1.0 space per 100 lockers/units on the inside of the fenced area and at least five spaces outside the fenced area - If a caretaker's quarters is provided on-site, at least one covered parking space for exclusive use by the caretaker shall be provided 3. Unusable space (e.g. entries, halls, service areas, bathrooms, etc) within uses may be excluded from floor area calculations when applicable. 4. Required parking spaces may be reduced through alternative development types (e.g. Planned Unit Development, etc) as permitted in this chapter. (c) CCD district exceptions. Property owners in the CCD District shall comply with the parking supply requirements as listed in Table 4-7 of this chapter. However, property owners may be granted flexibility from a portion of their required parking supply under the following conditions: 1. Where the city finds that there will be adequate opportunity to provide public parking in the vicinity of the subject property, and at the city’s option, the owner shall pay into a “CCD” parking fund an amount as established by City Council Resolution. Said fund shall be used for the acquisition, construction, and/or maintenance of publicly-owned parking in the “CCD” district. 2. The city may, in addition to, or as an alternative to, the option listed in § 153.067(E)(4)(c)1. above, and at the discretion of the city, offer the property owner the opportunity to choose to supply parking at a rate which is 60% of the requirement listed in § 153.067 provided that the owner grants an easement to the public for automobile parking use over the subject area. The owner shall retain responsibility for maintenance of said parking area. 3. Location: Parking shall not be located on a parcel between the front building line of the principal building and the public street, except where expressly provided for by the City Council after recommendation from the Planning Commission. (d) Parking Stall Requirement: Schedule #1. Uses subject to Off-Street Parking Schedule #1 must provide the minimum number of off-street parking spaces indicated in Table 4-8, Off-Street Parking Schedule #1. TABLE 4-8: OFF-STREET PARKING SCHEDULE #1 Activity Number of Spaces Required TABLE 4-8: OFF-STREET PARKING SCHEDULE #1 Activity Number of Spaces Required Office or administrative area 1.0 space per 300 square feet Indoor sales area 1.0 space per 200 square feet Outdoor sales, display, or storage area (3,000 sq. ft. or less)1.0 space per 750 square feet Outdoor sales, display, or storage area (over 3,000 sq. ft.)1.0 space per 1,000 square feet Indoor Storage/Warehousing/Vehicle Repair/Manufacturing Area Less than or equal to 3,000 sq. ft.1.0 space per 200 square feet 3,000 to 5,000 sq. ft.1.0 space per 500 square feet 5,000 to 10,000 sq. ft.1.0 space per 750 square feet Greater than 10,000 sq. ft.1.0 space per 1,250 square feet (e) Parking Stall Requirement: Schedule #2. Uses subject to Off-Street Parking Schedule #2 have widely varying parking demand characteristics, making it very difficult to specify a single appropriate off-street parking standard. Upon receiving a development application for a use subject to Schedule #2 standards, the Community Development Department is authorized to apply the off-street parking and loading standard specified for the listed use that is deemed most similar to the proposed use or establish minimum off-street parking requirements on the basis of a parking study prepared by the applicant. The study must include estimates of parking demand based on recommendations of the Institute of Traffic Engineers (ITE) or other acceptable estimates as approved by the Community Development Department, and should include other reliable data collected from uses or combinations of uses that are the same as or comparable with the proposed use. Comparability will be determined by density, scale, bulk, area, type of activity, and location. The study must document the source of data used to develop the recommendations. (5) Vehicular use area design conditional use permit. Stall aisle and driveway design requirements outlined in § 153.067 may be lessened subject to the following conditions: (a) Any reduction in requirements as provided in this section requires completion of the conditional use permit process outlined in § 153.028(D). (b) Where a proposed use clearly demonstrates affirmative design efforts toward the preservation and enhancement of desirable natural site characteristics, ordinance-required paved parking spaces may be reduced and installation deferred until such time as the need for the full complement of parking. The need shall be determined in conformance with a "proof of parking" plan so approved through a conditional use permit. (c) The applicant must show, and the Planning Commission must find, that there are existing nonconformities of the property or specific circumstances related to site conditions which justify a deferral to the paving, landscaping, or curbing requirements. (d) A deferral shall be considered by the city as a part of an application which includes full site plans, drawn to scale, of both the immediate paving, landscaping and curbing improvements and the ultimate paving, landscaping, and curbing improvements. (e) In all districts other than the A-O District, this deferral shall apply only to the required paving, curbing and landscaping which is applicable to the existing portion of the use and building. Paving, curbing and landscaping attributable to any expansion shall be installed at the time of the expansion. (6) Maintenance. It shall be the joint and several responsibility of the lessee and owner of the principal use, uses, or building to maintain in a neat and adequate manner, the parking space, accessways striping, landscaping, and required fences. (F) Standards applicable to residential uses. (1) Location of required parking in residential areas. (a) For single-family and two-family dwellings, off-street parking on a paved driveway within 15 feet of any street surface shall be allowed as long as it does not block any public sidewalk or pathway. For single-family and two-family dwellings, parking shall be located as found in Table 4-9 and Figure 4-11. Parking on any side of any detached accessory structure shall be prohibited except in such case that the detached accessory structure is the only garage for the property. (b) In the case of townhouse dwellings, parking shall be prohibited in any portion of the front yard except designated driveways leading directly into a garage or one open paved space located on the side of a driveway away from the principal use. Said extra space shall be surfaced with concrete or bituminous material. (c) Parking and/or storage of passenger vehicles, recreational vehicles and equipment, emergency vehicles, and small commercial vehicles shall conform to the requirements of Table 4-9 and Figure 4-11. For the purposes of Table 4-9 and Figure 4-11, emergency vehicles shall be treated as “small commercial vehicles”, but without limitations as to size. (d) Under no circumstances shall large commercial vehicles be parked or stored in residential zoning districts, or on property that is used for residential purposes. TABLE 4-9: YARD REQUIREMENTS FOR OFF-STREET PARKING AREAS & DRIVEWAYS IN RESIDENTIAL AREAS Location Diagram Area Key Passenger Vehicles [1] Recreational Vehicles [1] Emergency Vehicles [1] Small Commercial Vehicles [1] Other Notes TABLE 4-9: YARD REQUIREMENTS FOR OFF-STREET PARKING AREAS & DRIVEWAYS IN RESIDENTIAL AREAS Location Diagram Area Key Passenger Vehicles [1] Recreational Vehicles [1] Emergency Vehicles [1] Small Commercial Vehicles [1] Other Notes Driveway leading directly into a garage within the front yard of a lot A Any number (paved) One such vehicle (paved) One such vehicle (paved) Any number (paved) Parking space adjacent to the driveway within the front yard of a lot B One passenger or small commercial vehicle (paved) One such vehicle, if it is the only such vehicle within the front yard (surfaced) One such vehicle (paved) One passenger or small commercial vehicle (paved) Other portions of the front yard C No No No No Side yard, adjacent to garage side of structure D Yes, within a space consisting of the 15 feet adjacent to the building (surfaced) Yes, within a space consisting of the 15 feet adjacent to the building (unsurfaced) Yes, within a space consisting of the 15 feet adjacent to the building (surfaced) Yes, within a space consisting of the 15 feet adjacent to the building (surfaced) Must maintain minimum 3 foot setback to side lot line in all cases Side yard more than 15 feet from garage E No No No No Side yard on opposite side of house from garage F No No No No Side yard on corner lot facing a public street G Yes, within a space consisting of the 15 feet adjacent to the building (surfaced) Yes, within a space consisting of the 15 feet adjacent to the building. (unsurfaced) Yes, within a space consisting of the 15 feet adjacent to the building (surfaced) Yes, within a space consisting of the 15 feet adjacent to the building (surfaced) Must maintain minimum 6 foot setback to side lot line in all cases. Rear yard H No Yes (unsurfaced)No No No current limit to number of such vehicles – must maintain a 3 foot setback to lot line [1] See § 153.012 for definition. (2) Vehicular use area design in residential areas. (a) Curb cuts and access. 1. Single- family uses shall be limited to one curb cut access per property. 2. Curb cut access shall be at a minimum three feet from the side yard property line in residential districts. 3. For single and two-family uses, a driveway or other impervious surface leading to a detached accessory structure in the rear yard shall require authorization through conditional use permit, unless such driveway serves a structure in the rear yard that is the only garage for the residential use. (b) Surfacing. Paving and surfacing requirements for parking and storage of passenger vehicles, emergency vehicles, recreational vehicles, and small commercial vehicles for single and two-family dwellings shall be as found in Table 4-9 and Figure 4-11. (c) Residential district garage requirements. In all residential zoning districts, all detached single-family homes, two- family and duplex units shall include development of an attached or detached garage. The minimum size requirement for the garage floor shall be 450 sq. ft. with a maximum door height of nine ft. and minimum garage door opening of 16 ft. with the following exceptions and/or deviations by district: 1. R-1 District. An attached garage of at least 550 square feet shall be constructed as part of any single-family home. 2. R-A District. a. An attached garage of at least 700 square feet shall be constructed as part of any single-family home. b. Garage frontage: From side building line to side building line of any single-family structure, no more than 40% of such building width shall consist of garage doors that face the street. Side or rear loaded garages are not subject to this regulation. An exception shall be made for garage doors that face the street, but are set back at least ten feet in back of the front building line of the principal use. c. No portion of any garage space may be more than five feet closer to the street than the front building line of the principal single-family use. 3. R-2 District. An attached garage of at least 450 square feet shall be constructed as part of any single-family home. 4. T-N District. a. A garage of at least 480 square feet, attached or detached, shall be constructed as a part of any single-family home. b. Garage frontage: From side building line to side building line of any single-family structure, no more than 50% of such building width shall consist of garage doors that face the street. Side or rear loaded garages, or detached garages in the rear yard, are not subject to this regulation. An exception shall be made for garage doors that face the street, but are set back at least ten feet in back of the front building line of the principal use. c. No portion of any garage space may be more than five feet closer to the street than the front building line of the principal single-family use. (G) Standards applicable to commercial, industrial and civic/institutional uses. (1) Location of required parking for commercial, industrial and civic/institutional uses. (a) In business, industrial and institutional areas, no parking area may be located upon a public drainage and/or utility easement adjoining a public street without an encroachment agreement approved by the Community Development Department. (b) In the B-1 district, off-street parking shall not include semi-trailer trucks. (2) Vehicular use area design applicable to commercial, industrial & civic/institutional uses. (a) Access and curbing. 1. Curb cut access in industrial and commercial zoning districts may exceed 24 feet with the approval of the Community Development Department. Denial by the Community Development Department of curb cut access in excess of 24 feet may be appealed following the procedures outlined in § 153.028(H). 2. Curb cut access shall not be closer than six feet to any lot line as measured from the lot line to the face of the curb. An exception to the setback requirement shall be granted in business districts where adjoining business provide for private cross access between parking lots. 3. All off-street parking areas and driveways shall have a six-inch non-surmountable continuous concrete curb around the perimeter of the parking area and driveways. The Community Development Department may approve bituminous curbing as a temporary measure under the following conditions: a. If the area is shown by adequate site plans and reasonable growth to be subject to a future expansion of the driveway and/or parking area. b. The area is shown by adequate site plans to be able to control site traffic and circulation as recommended by the Community Development Department. The Community Development Department may approve movable curb stops as a temporary traffic control measure. c. The area is shown by adequate drainage plans to be able to control drainage as recommended by the Community Development Department. The Community Development Department may approve bituminous curbing as a temporary drainage control measure. (b) Parking setbacks for the CCD District. 1. From public street right-of-way: Six feet. 2. From private property: Six feet, except that parking lots may provide shared access driveways or spaces between adjoining private parking lots. In the CCD, such shared access driveways or spaces shall be permitted, exempt from the requirement for a conditional use permit applicable in other zoning districts. (c) Perimeter vehicular use buffer. 1. Open, non-residential off-street parking areas shall be designed to screen headlights from abutting residential districts through the use of a half-berm design. Said design shall be required in all instances where headlights are directed at surrounding or abutting residential properties. A half-berm is required in addition to any buffer yard landscaping requirements with a design - as illustrated in Figure 4-12. 2. In the event that drainage or other conditions do not permit a berm of this size and for parcels in the CCD district which abut residentially zoned property, a solid, maintenance free fence may be permitted for all or a portion of the retaining wall to the extent necessary to permit property drainage. Examples may include a two-foot retaining wall and berm, with a four foot tall fence section. This alternative may be allowed by conditional use permit. Any fence proposed in lieu of the required design must be 100% opaque and in character with the surrounding area. (3) Joint facilities for commercial, industrial & civic/institutional uses. A conditional use permit for one or more businesses to provide the required off-street parking facilities by joint use of one or more sites where the total number of spaces provided are less than the sum of the total required for each business should they provide them separately. When considering a request for such a permit, the Planning Commission shall not recommend that such permit be granted nor the Council approve such a permit except when the following conditions are found to exist: (a) Up to 50% of the parking facilities required for a theatre, bowling alley, dance hall, bar, or restaurant may be supplied by the off-street parking facilities provided by types of uses specified as a primarily daytime use in division (d) below. (b) Up to 50% of the off-street parking facilities required for any use specified under division (d) below as primary daytime uses may be supplied by the parking facilities provided by the following nighttime or Sunday uses: Auditoriums incidental to a public or parochial school, churches, bowling alleys, dance halls, theatres, bars, or restaurants. (c) Up to 80% of the parking facilities required by § 153.067 for a church or for an auditorium incidental to a public or parochial school may be supplied by off-street parking facilities provided by uses specified under division (d) below as primarily daytime uses. (d) For the purpose of this section, the following uses are considered as primarily daytime uses: Banks, business offices, retail stores, personal service shops, household equipment or furniture shops, clothing or shoe repair or service shops, manufacturing, wholesale, and similar uses. (e) Conditions required for joint use: 1. The building or use for which application is being made to utilize the off-street parking facilities provided by another building or use shall be located within 300 feet of such parking facilities with the following exception: For theatres located in the Original Plat of Monticello, theatre parking provided by another use shall be located within 500 feet of said theatre. 2. The applicant shall show that there is no substantial conflict in the principal operating hours of the two buildings or uses for which joint use of off-street parking facilities is proposed. 3. A properly drawn legal instrument executed by the parties concerned for joint use of off-street parking facilities, duly approved as to form and manner of execution by the City Attorney, shall be filed with the City Administrator and recorded with the County Recorder, Wright County. (4) Cross parking facilities for commercial, industrial and civic/institutional uses. Adjoining business properties may allow cross parking and/or access if authorized by a conditional use per the requirements of § 153.028(D) and subject the following conditions: (a) The required island and landscaping requirements in § 153.060 are met. (b) The vehicular use area meets the required setback at the perimeter of the parcels in question. (c) The curb cut access locations to the parking lot(s) are approved by the city. (d) A shared parking/access and maintenance agreement is provided by the parking owners and recorded against all subject properties. (e) A properly drawn legal instrument executed by the parties concerned for joint use of off-street parking facilities, duly approved as to form and manner of execution by the City Attorney, shall be filed with the City Administrator and recorded with the County Recorder. (Ord. 799, passed 2-27-2023; Ord. 833, passed 9-23-2024) Planning Commission Agenda – 10/07/2025 1 2C. Public Hearing - Consideration of a request for an Amendment to the Conditional Use Permit for Planned Unit Development for Carcone Second Addition, for interim improvements to support the land use of vehicle sales, display and storage. Applicant: Aeron Ashbrook Prepared by: Grittman Consulting, Stephen Grittman, City Planner Meeting Date: 10/07/2025 Council Date (pending Commission action): 10/27/2025 Additional Analysis by: Chief Building Official, Assistant City Engineer, Community & Economic Development Manager ALTERNATIVE ACTIONS Decision 1: Consideration of an Amendment to the Conditional Use Permit for Planned Unit Development for Carcone Second Addition, for interim improvements to support the land use of vehicle sales, display and storage 1. Motion to adopt Resolution No. PC-2025-37 recommending approval of Consideration of an Amendment to the Conditional Use Permit for Planned Unit Development for Carcone Second Addition, for interim improvements to support the land use of vehicle sales, display and storage, subject to the conditions in Exhibit Z and based on findings in said resolution. 2. Motion to adopt Resolution No. PC-2025-37 recommending denial of Consideration of an Amendment to the Conditional Use Permit for Planned Unit Development for Carcone Second Addition, for interim improvements to support the land use of vehicle sales, display and storage, subject to the conditions in Exhibit Z and based on findings to be made by the Planning Commission and directing staff to prepare the resolution and authorizing the Chair to execute said resolution. 3. Motion to table action on Resolution No. PC-2025-37. REFERENCE AND BACKGROUND Property: Legal Description: Lot 1, Block 1 Carcone Second Addition PID #: 155-286-001010 Planning Case Number: 2025-43 Planning Commission Agenda – 10/07/2025 2 Request(s): Consideration of an Amendment to the Conditional Use Permit for Planned Unit Development for Carcone Second Addition, for interim improvements to support the land use of vehicle sales, display and storage. Deadline for Decision: November 17, 2025 (60-day deadline) January 16, 2026 (120-day deadline) Land Use Designation: Regional Commercial Zoning Designation: B-3: Highway Business Overlays/Environmental Regulations Applicable: Freeway Bonus District Current Site Uses: Vehicle displays Surrounding Land Uses: North: I-94 East: Commercial – Automobile Dealership South: Commercial – Auto Dealership/Commercial Daycare West: Commercial - Service Project Description: The applicant proposes to amend an existing Planned Unit Development to support interim improvements and use of a parcel recently acquired by the applicant. The PUD had been originally applied by Conditional Use Permit to the applicant’s primary parcel to the east, and would be expanded to incorporate this additional property. The interim nature of the improvements would allow the applicant to occupy a portion of the property while full improvement requirements are yet to be identified by the applicant’s corporate franchisor. The applicant had received approval for a partial expansion on the subject property, limited to just under one acre of total area. However, the applicant’s needs are greater than that CUP-PUD amendment accommodated, thus this amendment is proposed to address the larger site. Planning Commission Agenda – 10/07/2025 3 ANALYSIS: The subject property has been platted as Carcone Addition, Lot 1, Block 1, previously owned by the owners of the Cornerstone auto dealership to the east and south of the current applicant, West Metro Buick GMC. Cornerstone owns and operates an automobile vehicle storage facility to the south of the subject parcel. The subject property is 3.43 acres in area, currently unpaved. It has been used informally in prior years. The applicant now proposes to improve full area of the site with grading and an asphalt surface, as well as lighting to support the use of that portion of the property as vehicle sales and display. In addition, a more fully developed grading and stormwater system has been designed that will serve the entire site on an ongoing basis, including a portion of the site including curbing to help manage runoff. The applicant has asked, as a part of the PUD Development Stage application, that the current improvements limit the installation of concrete curb on portions of the project area (as would be commonly required), subject to a more fully developed site and phasing plan in the near future. This request relates to further near-term improvements (the applicant has previously indicated a time frame of 2-5 years), which may include complete remodel or reconstruction of existing buildings and uses, depending on direction and requirements from the applicant’s corporate affiliates. As an interim improvement, the City should identify the Stage 1 requirements, as well as subsequent required improvements based on future events. Staff would suggest the following: 1. Current grading and drainage improvements governed by requirements of the City Engineer. 2. Maintenance of a setback of paved areas of at least 6 feet from all property lines (the site plan appears to comply with this condition). 3. Seeding or sodding of any disturbed areas that are to remain unpaved. Final landscaping will be required concurrent with future final development plans for the site. 4. Limitation on lighting to meet the requirements of the City’s lighting ordinance standards – primarily a limitation on light pole height at 25 feet, and a limitation on light intensity of 1.0 footcandles at the property line. The most recent lighting plan now shows greater spillover on the east side of the property. One of these parcels is a part of the PUD owned and operated by the applicant. The condition in Exhibit Z addresses correction of the condition if the two parcels are operated or owned independently in the future. The other lighting spillover is onto the child care facility. The photometric plan readings exceed the allowance of 1.0 footcandles. This condition should be resolved with a Planning Commission Agenda – 10/07/2025 4 modified lighting plan, and will be an ongoing condition of the CUP-PUD. The applicant’s photometric plan otherwise shows consistency with the standard at zero- footcandle reading at the perimeter of the site, (or 0.5 footcandles at right of way centerlines). The only other exception is at the south property line which adjoins the adjacent car dealer’s vehicle storage/display lot. 5. Requirement that future improvements to the PUD incorporate completion of curbing and other paving standards. 6. No use or improvements (such as lighting or otherwise) on any remaining unimproved or green space areas of the subject property. All parking and/or display of vehicles, including circulation and access, must be strictly limited to paved surfaces. 7. Control of any erosion or other grading issues on the unimproved areas of the subject property. 8. Installation of remaining ordinance-required curb, landscaping, and other pavement improvements no later than three years from the date of approval of this Development Stage PUD if other improvements have not materialized. STAFF RECOMMENDED ACTION Staff is supportive of the subject amendment to Conditional Use Permit for Development Stage PUD, given the timing and other variables attendant to use of this and the related PUD properties operated by the applicant. Provided the interim pavement can be installed while still managing stormwater and controlling dust and erosion, it is reasonable to permit the use of the property pending more long-term growth. As noted in the Conditions, staff recommends that full improvements consistent with the requirements of the Zoning Ordinance be required if no further approvals are granted for additional development within a three-year period. It is expected that this should be more than enough time to finalize the further use of the property. SUPPORTING DATA A. Resolution PC-2025-37 B. Aerial Site Image C. Applicant Narrative D. Certificate of Survey E. Plans, Including: a. Stormwater Memo b. SWPPP c. Grading Plan d. Lighting & Photometrics F. Monticello 2040 Vision + Plan, excerpts G. City Engineer’s Letter, dated September 24, 2025 Planning Commission Agenda – 10/07/2025 5 H. Citizen Comment Letter, Z. Conditions of Approval Planning Commission Agenda – 10/07/2025 6 EXHIBIT Z Conditions of Approval Conditional Use Permit for Planned Unit Development Lot 1, Block 1, Carcone 2nd Addition PID: 155-286-001010 1. Current interim grading and drainage improvements shall be governed by requirements of the City Engineer. 2. All disturbed areas not serving as paved vehicle display or storage shall be seeded or sodded as soon as practicable upon completion of paving operations. 3. The applicant shall adjust the lighting plan, and installation of lighting improvements, to meet the conditions of the zoning ordinance (1.0 footcandles at property lines), with the exception of where the lighting directly abuts other approved auto sales/display lots. 4. The interim project shall be constructed per plans as approved by this CUP-PUD amendment. 5. Future improvements to the PUD shall incorporate completion of curbing and other paving and landscaping standards. 6. No use or improvement shall be made of the unimproved or green space areas of the subject property. Any use or improvement, including vehicle parking or display, circulation, or access, shall be strictly limited to paved surfaces. 7. Control of any erosion or other grading issues on the unimproved areas of the subject property shall be provided with the current work. 8. Installation of remaining ordinance-required curb, landscaping, and other pavement improvements shall be required no later than three years from the date of approval of this Development Stage PUD if other improvements have not been approved through a subsequent amendment to the PUD. 9. Compliance with the terms of the City’s Engineering Staff letter dated September 24, 2025 10. Comments and recommendations of other Staff and Planning Commission. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-37 1 RECOMMENDING APPROVAL OF AN AMENDMENT TO A CONDITIONAL USE PERMIT FOR A PLANNED UNIT DEVELOPMENT EXPANDING INTERIM VEHICLE SALES AND DISPLAY IN A B-3, HIGHWAY BUSINESS DISTRICT PID 155-286-001010 WHEREAS, the applicant had received a Conditional Use Permit to temporarily expand a portion of the applicant’s property for vehicle sales and display; and WHEREAS, the applicant has submitted a request for a Conditional Use Permit to amend an existing Planned Unit Development to allow a fuller interim expansion of a vehicle sales and display facility addressing the entire subject property; and WHEREAS, the proposed display facility would alter the existing condition by grading and paving a currently vacant and unimproved parcel; and WHEREAS, the applicant seeks a waiver from certain standard improvements including curbing and other requirements due to pending changes and other expansions; and WHEREAS, the site is zoned B-3, Highway Business, which allows such use by Conditional Use Permit; and WHEREAS, such uses are allowed in this district under a specific set of performance standards; and WHEREAS, the applicants note that short-term changes in building and other property needs are likely to alter the current configuration of the parcel in question; and WHEREAS, the applicant therefore seeks an interim approval waiving various standards to accommodate the paved expansion area, subject to future amendments; and WHEREAS, the Planning Commission held a public hearing on October 7th, 2025, on the application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission of the City of Monticello makes the following Findings of Fact in relation to the recommendation of approval: CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-37 2 1. The applicant has provided plans demonstrating that the proposed facility will be constructed to manage stormwater and other requirements of the City Engineer. 2. The applicant has provided plans demonstrating that the use will improve short- term use of an otherwise vacant parcel. 3. The parcel is intended for business uses including the proposed use. 4. The applicant would, with the conditions of approval, facilitate reasonable use of the property for the interim period. 5. The operation of the business will not create noise, odors, visual impacts, or other noticeable impacts on the property or the neighborhood beyond those expected for allowed uses in the zoning district. 6. The use will facilitate use of a vacant parcel, limit dust, and manage other impacts during the interim period, consistent with the intent of the City’s zoning and other applicable ordinances. NOW, THEREFORE, BE IT RESOLVED, by the Planning Commission of the City of Monticello, Minnesota, that the Planning Commission hereby recommends that the Monticello City Council approve the Conditional Use Permit for an amendment to a Planned Unit Development, subject to the conditions identified in Exhibit Z of the Staff report, as listed below: 1. Current interim grading and drainage improvements shall be governed by requirements of the City Engineer. 2. All disturbed areas not serving as paved vehicle display or storage shall be seeded or sodded as soon as practicable upon completion of paving operations. 3. The applicant shall adjust the lighting plan, and installation of lighting improvements, to meet the conditions of the zoning ordinance (1.0 footcandles at property lines), with the exception of where the lighting directly abuts other approved auto sales/display lots. 4. The interim project shall be constructed per plans as approved by this CUP- PUD amendment. 5. Future improvements to the PUD shall incorporate completion of curbing and other paving and landscaping standards. 6. No use or improvement shall be made of the unimproved or green space areas of the subject property. Any use or improvement, including vehicle parking or display, circulation, or access, shall be strictly limited to paved surfaces. CITY OF MONTICELLO WRIGHT COUNTY, MINNESOTA PLANNING COMMISSION RESOLUTION NO. PC-2025-37 3 7. Control of any erosion or other grading issues on the unimproved areas of the subject property shall be provided with the current work. 8. Installation of remaining ordinance-required curb, landscaping, and other pavement improvements shall be required no later than three years from the date of approval of this Development Stage PUD if other improvements have not been approved through a subsequent amendment to the PUD. 9. Compliance with the terms of the City’s Engineering Staff letter dated September 24, 2025 10. Comments and recommendations of other Staff and Planning Commission. ADOPTED this 7th day of October, 2025 by the Planning Commission of the City of Monticello, Minnesota. MONTICELLO PLANNING COMMISSION By: _______________________________ Andrew Tapper, Chair ATTEST: ____________________________________________ Angela Schumann, Community Development Director Consider CUP Amdt for PUD for interim improvements Lot 1, Block 1, Carcone 2nd Addition Created by: City of Monticello, MN 236 ft Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 2351 Connecticut Avenue, Suite 300, Sartell, MN 56377-2485 320.229.4300 | 800.572.0617 | 888.908.8166 fax SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer MEMORANDUM TO: Aeron Ashbrook FROM: Bryan Remer/Collin Maki PE (Lic.MN) DATE: September 3, 2025 RE: Stormwater Runoff West Metro in Monticello is planning to expand their parking lot to provide additional vehicle parking. This memo details the existing and proposed stormwater runoff for site. The existing site drains to a drainage easement in the northwest corner of the property where there is a small 1 foot depression that holds a small amount of water. This depression then overflows to the west across Marvin Road and off the site. The existing drainage surface consists of pavement, gravel and grassed areas. The proposed site drainage follows a similar flow path to the existing site as drainage flows west into an infiltration basin. The basin has an overflow structure and emergency overflow notch designed to release water to the west across Marvin Road in the case of a major storm event. Stormwater discharge rates for the 2-yr, 10-yr, and 100 yr 24 hour storm events can be seen in the table below. 24 Hr Storm Event Existing Runoff (cfs) Proposed Runoff (cfs) Decrease in cfs 2-Year 1.81 0.00 1.81 10-Year 5.75 5.51 0.24 100-Year 15.43 14.87 0.56 The infiltration basins are designed with an assumed 1.63 in/hr infiltration rate and have a calculated drawdown time of 37.5 hours. The basin is designed to capture 18,302 cubic feet of water before the overflows which exceeds the required 1” over all impervious area (11,870 cf). cmm Attachment: HydroCAD Report x:\pt\s\sells\183867\5-final-dsgn\51-drawings\50-hydro\stormwater memo.docx 16S West Metro GMC Subcatchment 21S Offsite Drainage 22S Drainage to Pond 18R Existing Runoff 24R Proposed Runoff 23P Storm Pond Routing Diagram for Monticello Property HydroCAD Model Prepared by Short Elliott Hendrickson Inc, Printed 9/3/2025 HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Subcat Reach Pond Link Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 2HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Rainfall Events Listing (selected events) Event# Event Name Storm Type Curve Mode Duration (hours) B/B Depth (inches) AMC 1 2-Year MSE 24-hr 3 Default 24.00 1 2.84 2 2 10-Year MSE 24-hr 3 Default 24.00 1 4.22 2 3 100-Year MSE 24-hr 3 Default 24.00 1 6.85 2 Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 3HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 2.650 49 50-75% Grass cover, Fair, HSG A (16S) 0.780 39 >75% Grass cover, Good, HSG A (21S, 22S) 3.820 98 Paved parking, HSG A (16S, 22S) 0.850 98 Paved parking, HSG D (16S) 8.100 76 TOTAL AREA Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 4HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 7.250 HSG A 16S, 21S, 22S 0.000 HSG B 0.000 HSG C 0.850 HSG D 16S 0.000 Other 8.100 TOTAL AREA Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 5HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 2.650 0.000 0.000 0.000 0.000 2.650 50-75% Grass cover, Fair 16S 0.780 0.000 0.000 0.000 0.000 0.780 >75% Grass cover, Good 21S, 22S 3.820 0.000 0.000 0.850 0.000 4.670 Paved parking 16S, 22S 7.250 0.000 0.000 0.850 0.000 8.100 TOTAL AREA Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 6HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Pipe Listing (all nodes) Line# Node Number In-Invert (feet) Out-Invert (feet) Length (feet) Slope (ft/ft) n Width (inches) Diam/Height (inches) Inside-Fill (inches) Node Name 1 23P 942.00 941.00 80.0 0.0125 0.012 0.0 18.0 0.0 MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 7HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Time span=0.00-80.00 hrs, dt=0.05 hrs, 1601 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=4.050 ac 34.57% Impervious Runoff Depth=0.47"Subcatchment 16S: West Metro GMC Flow Length=225' Tc=16.3 min CN=66 Runoff=1.81 cfs 0.159 af Runoff Area=0.180 ac 0.00% Impervious Runoff Depth=0.00"Subcatchment 21S: Offsite Drainage Tc=5.0 min CN=39 Runoff=0.00 cfs 0.000 af Runoff Area=3.870 ac 84.50% Impervious Runoff Depth=1.76"Subcatchment 22S: Drainage to Pond Tc=7.0 min CN=89 Runoff=11.64 cfs 0.566 af Inflow=1.81 cfs 0.159 afReach 18R: Existing Runoff Outflow=1.81 cfs 0.159 af Inflow=0.00 cfs 0.000 afReach 24R: Proposed Runoff Outflow=0.00 cfs 0.000 af Peak Elev=944.37' Storage=16,199 cf Inflow=11.64 cfs 0.566 afPond 23P: Storm Pond Primary=0.34 cfs 0.566 af Secondary=0.00 cfs 0.000 af Outflow=0.34 cfs 0.566 af Total Runoff Area = 8.100 ac Runoff Volume = 0.725 af Average Runoff Depth = 1.07" 42.35% Pervious = 3.430 ac 57.65% Impervious = 4.670 ac MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 8HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment 16S: West Metro GMC Subcatchment Runoff = 1.81 cfs @ 12.30 hrs, Volume= 0.159 af, Depth= 0.47" Routed to Reach 18R : Existing Runoff Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area (ac) CN Description 0.550 98 Paved parking, HSG A 0.850 98 Paved parking, HSG D 2.650 49 50-75% Grass cover, Fair, HSG A 4.050 66 Weighted Average 2.650 65.43% Pervious Area 1.400 34.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 75 0.0200 1.22 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.84" 1.6 50 0.0200 0.51 Sheet Flow, n= 0.030 P2= 2.84" 13.7 100 0.0100 0.12 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" 16.3 225 Total Subcatchment 16S: West Metro GMC Subcatchment Runoff Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 2 1 0 MSE 24-hr 3 2-Year Rainfall=2.84" Runoff Area=4.050 ac Runoff Volume=0.159 af Runoff Depth=0.47" Flow Length=225' Tc=16.3 min CN=66 1.81 cfs MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 9HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 16S: West Metro GMC Subcatchment Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 1.00 0.01 0.00 0.00 2.00 0.03 0.00 0.00 3.00 0.05 0.00 0.00 4.00 0.07 0.00 0.00 5.00 0.11 0.00 0.00 6.00 0.14 0.00 0.00 7.00 0.19 0.00 0.00 8.00 0.24 0.00 0.00 9.00 0.29 0.00 0.00 10.00 0.39 0.00 0.00 11.00 0.55 0.00 0.00 12.00 1.31 0.01 0.02 13.00 2.29 0.25 0.45 14.00 2.45 0.31 0.17 15.00 2.55 0.35 0.15 16.00 2.60 0.37 0.09 17.00 2.65 0.39 0.08 18.00 2.70 0.41 0.07 19.00 2.73 0.42 0.07 20.00 2.77 0.44 0.06 21.00 2.79 0.45 0.05 22.00 2.81 0.46 0.04 23.00 2.83 0.47 0.03 24.00 2.84 0.47 0.02 25.00 2.84 0.47 0.00 26.00 2.84 0.47 0.00 27.00 2.84 0.47 0.00 28.00 2.84 0.47 0.00 29.00 2.84 0.47 0.00 30.00 2.84 0.47 0.00 31.00 2.84 0.47 0.00 32.00 2.84 0.47 0.00 33.00 2.84 0.47 0.00 34.00 2.84 0.47 0.00 35.00 2.84 0.47 0.00 36.00 2.84 0.47 0.00 37.00 2.84 0.47 0.00 38.00 2.84 0.47 0.00 39.00 2.84 0.47 0.00 40.00 2.84 0.47 0.00 41.00 2.84 0.47 0.00 42.00 2.84 0.47 0.00 43.00 2.84 0.47 0.00 44.00 2.84 0.47 0.00 45.00 2.84 0.47 0.00 46.00 2.84 0.47 0.00 47.00 2.84 0.47 0.00 48.00 2.84 0.47 0.00 49.00 2.84 0.47 0.00 50.00 2.84 0.47 0.00 51.00 2.84 0.47 0.00 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 52.00 2.84 0.47 0.00 53.00 2.84 0.47 0.00 54.00 2.84 0.47 0.00 55.00 2.84 0.47 0.00 56.00 2.84 0.47 0.00 57.00 2.84 0.47 0.00 58.00 2.84 0.47 0.00 59.00 2.84 0.47 0.00 60.00 2.84 0.47 0.00 61.00 2.84 0.47 0.00 62.00 2.84 0.47 0.00 63.00 2.84 0.47 0.00 64.00 2.84 0.47 0.00 65.00 2.84 0.47 0.00 66.00 2.84 0.47 0.00 67.00 2.84 0.47 0.00 68.00 2.84 0.47 0.00 69.00 2.84 0.47 0.00 70.00 2.84 0.47 0.00 71.00 2.84 0.47 0.00 72.00 2.84 0.47 0.00 73.00 2.84 0.47 0.00 74.00 2.84 0.47 0.00 75.00 2.84 0.47 0.00 76.00 2.84 0.47 0.00 77.00 2.84 0.47 0.00 78.00 2.84 0.47 0.00 79.00 2.84 0.47 0.00 80.00 2.84 0.47 0.00 MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 10HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment 21S: Offsite Drainage Runoff = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Depth= 0.00" Routed to Reach 24R : Proposed Runoff Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area (ac) CN Description 0.180 39 >75% Grass cover, Good, HSG A 0.180 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 21S: Offsite Drainage Runoff Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 1 0 MSE 24-hr 3 2-Year Rainfall=2.84" Runoff Area=0.180 ac Runoff Volume=0.000 af Runoff Depth=0.00" Tc=5.0 min CN=39 0.00 cfs MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 11HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 21S: Offsite Drainage Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 1.00 0.01 0.00 0.00 2.00 0.03 0.00 0.00 3.00 0.05 0.00 0.00 4.00 0.07 0.00 0.00 5.00 0.11 0.00 0.00 6.00 0.14 0.00 0.00 7.00 0.19 0.00 0.00 8.00 0.24 0.00 0.00 9.00 0.29 0.00 0.00 10.00 0.39 0.00 0.00 11.00 0.55 0.00 0.00 12.00 1.31 0.00 0.00 13.00 2.29 0.00 0.00 14.00 2.45 0.00 0.00 15.00 2.55 0.00 0.00 16.00 2.60 0.00 0.00 17.00 2.65 0.00 0.00 18.00 2.70 0.00 0.00 19.00 2.73 0.00 0.00 20.00 2.77 0.00 0.00 21.00 2.79 0.00 0.00 22.00 2.81 0.00 0.00 23.00 2.83 0.00 0.00 24.00 2.84 0.00 0.00 25.00 2.84 0.00 0.00 26.00 2.84 0.00 0.00 27.00 2.84 0.00 0.00 28.00 2.84 0.00 0.00 29.00 2.84 0.00 0.00 30.00 2.84 0.00 0.00 31.00 2.84 0.00 0.00 32.00 2.84 0.00 0.00 33.00 2.84 0.00 0.00 34.00 2.84 0.00 0.00 35.00 2.84 0.00 0.00 36.00 2.84 0.00 0.00 37.00 2.84 0.00 0.00 38.00 2.84 0.00 0.00 39.00 2.84 0.00 0.00 40.00 2.84 0.00 0.00 41.00 2.84 0.00 0.00 42.00 2.84 0.00 0.00 43.00 2.84 0.00 0.00 44.00 2.84 0.00 0.00 45.00 2.84 0.00 0.00 46.00 2.84 0.00 0.00 47.00 2.84 0.00 0.00 48.00 2.84 0.00 0.00 49.00 2.84 0.00 0.00 50.00 2.84 0.00 0.00 51.00 2.84 0.00 0.00 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 52.00 2.84 0.00 0.00 53.00 2.84 0.00 0.00 54.00 2.84 0.00 0.00 55.00 2.84 0.00 0.00 56.00 2.84 0.00 0.00 57.00 2.84 0.00 0.00 58.00 2.84 0.00 0.00 59.00 2.84 0.00 0.00 60.00 2.84 0.00 0.00 61.00 2.84 0.00 0.00 62.00 2.84 0.00 0.00 63.00 2.84 0.00 0.00 64.00 2.84 0.00 0.00 65.00 2.84 0.00 0.00 66.00 2.84 0.00 0.00 67.00 2.84 0.00 0.00 68.00 2.84 0.00 0.00 69.00 2.84 0.00 0.00 70.00 2.84 0.00 0.00 71.00 2.84 0.00 0.00 72.00 2.84 0.00 0.00 73.00 2.84 0.00 0.00 74.00 2.84 0.00 0.00 75.00 2.84 0.00 0.00 76.00 2.84 0.00 0.00 77.00 2.84 0.00 0.00 78.00 2.84 0.00 0.00 79.00 2.84 0.00 0.00 80.00 2.84 0.00 0.00 MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 12HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment 22S: Drainage to Pond Runoff = 11.64 cfs @ 12.14 hrs, Volume= 0.566 af, Depth= 1.76" Routed to Pond 23P : Storm Pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs MSE 24-hr 3 2-Year Rainfall=2.84" Area (ac) CN Description 3.270 98 Paved parking, HSG A 0.600 39 >75% Grass cover, Good, HSG A 3.870 89 Weighted Average 0.600 15.50% Pervious Area 3.270 84.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment 22S: Drainage to Pond Runoff Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 2-Year Rainfall=2.84" Runoff Area=3.870 ac Runoff Volume=0.566 af Runoff Depth=1.76" Tc=7.0 min CN=89 11.64 cfs MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 13HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 22S: Drainage to Pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 1.00 0.01 0.00 0.00 2.00 0.03 0.00 0.00 3.00 0.05 0.00 0.00 4.00 0.07 0.00 0.00 5.00 0.11 0.00 0.00 6.00 0.14 0.00 0.00 7.00 0.19 0.00 0.00 8.00 0.24 0.00 0.00 9.00 0.29 0.00 0.01 10.00 0.39 0.01 0.07 11.00 0.55 0.06 0.31 12.00 1.31 0.49 4.90 13.00 2.29 1.28 0.95 14.00 2.45 1.41 0.36 15.00 2.55 1.50 0.32 16.00 2.60 1.54 0.18 17.00 2.65 1.59 0.16 18.00 2.70 1.63 0.14 19.00 2.73 1.66 0.12 20.00 2.77 1.69 0.11 21.00 2.79 1.71 0.09 22.00 2.81 1.73 0.07 23.00 2.83 1.75 0.05 24.00 2.84 1.76 0.03 25.00 2.84 1.76 0.00 26.00 2.84 1.76 0.00 27.00 2.84 1.76 0.00 28.00 2.84 1.76 0.00 29.00 2.84 1.76 0.00 30.00 2.84 1.76 0.00 31.00 2.84 1.76 0.00 32.00 2.84 1.76 0.00 33.00 2.84 1.76 0.00 34.00 2.84 1.76 0.00 35.00 2.84 1.76 0.00 36.00 2.84 1.76 0.00 37.00 2.84 1.76 0.00 38.00 2.84 1.76 0.00 39.00 2.84 1.76 0.00 40.00 2.84 1.76 0.00 41.00 2.84 1.76 0.00 42.00 2.84 1.76 0.00 43.00 2.84 1.76 0.00 44.00 2.84 1.76 0.00 45.00 2.84 1.76 0.00 46.00 2.84 1.76 0.00 47.00 2.84 1.76 0.00 48.00 2.84 1.76 0.00 49.00 2.84 1.76 0.00 50.00 2.84 1.76 0.00 51.00 2.84 1.76 0.00 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 52.00 2.84 1.76 0.00 53.00 2.84 1.76 0.00 54.00 2.84 1.76 0.00 55.00 2.84 1.76 0.00 56.00 2.84 1.76 0.00 57.00 2.84 1.76 0.00 58.00 2.84 1.76 0.00 59.00 2.84 1.76 0.00 60.00 2.84 1.76 0.00 61.00 2.84 1.76 0.00 62.00 2.84 1.76 0.00 63.00 2.84 1.76 0.00 64.00 2.84 1.76 0.00 65.00 2.84 1.76 0.00 66.00 2.84 1.76 0.00 67.00 2.84 1.76 0.00 68.00 2.84 1.76 0.00 69.00 2.84 1.76 0.00 70.00 2.84 1.76 0.00 71.00 2.84 1.76 0.00 72.00 2.84 1.76 0.00 73.00 2.84 1.76 0.00 74.00 2.84 1.76 0.00 75.00 2.84 1.76 0.00 76.00 2.84 1.76 0.00 77.00 2.84 1.76 0.00 78.00 2.84 1.76 0.00 79.00 2.84 1.76 0.00 80.00 2.84 1.76 0.00 MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 14HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Reach 18R: Existing Runoff Inflow Area = 4.050 ac, 34.57% Impervious, Inflow Depth = 0.47" for 2-Year event Inflow = 1.81 cfs @ 12.30 hrs, Volume= 0.159 af Outflow = 1.81 cfs @ 12.30 hrs, Volume= 0.159 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs Reach 18R: Existing Runoff Inflow Outflow Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 2 1 0 Inflow Area=4.050 ac 1.81 cfs 1.81 cfs MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 15HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach 18R: Existing Runoff Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 1.00 0.00 0.00 2.00 0.00 0.00 3.00 0.00 0.00 4.00 0.00 0.00 5.00 0.00 0.00 6.00 0.00 0.00 7.00 0.00 0.00 8.00 0.00 0.00 9.00 0.00 0.00 10.00 0.00 0.00 11.00 0.00 0.00 12.00 0.02 0.02 13.00 0.45 0.45 14.00 0.17 0.17 15.00 0.15 0.15 16.00 0.09 0.09 17.00 0.08 0.08 18.00 0.07 0.07 19.00 0.07 0.07 20.00 0.06 0.06 21.00 0.05 0.05 22.00 0.04 0.04 23.00 0.03 0.03 24.00 0.02 0.02 25.00 0.00 0.00 26.00 0.00 0.00 27.00 0.00 0.00 28.00 0.00 0.00 29.00 0.00 0.00 30.00 0.00 0.00 31.00 0.00 0.00 32.00 0.00 0.00 33.00 0.00 0.00 34.00 0.00 0.00 35.00 0.00 0.00 36.00 0.00 0.00 37.00 0.00 0.00 38.00 0.00 0.00 39.00 0.00 0.00 40.00 0.00 0.00 41.00 0.00 0.00 42.00 0.00 0.00 43.00 0.00 0.00 44.00 0.00 0.00 45.00 0.00 0.00 46.00 0.00 0.00 47.00 0.00 0.00 48.00 0.00 0.00 49.00 0.00 0.00 50.00 0.00 0.00 51.00 0.00 0.00 Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 52.00 0.00 0.00 53.00 0.00 0.00 54.00 0.00 0.00 55.00 0.00 0.00 56.00 0.00 0.00 57.00 0.00 0.00 58.00 0.00 0.00 59.00 0.00 0.00 60.00 0.00 0.00 61.00 0.00 0.00 62.00 0.00 0.00 63.00 0.00 0.00 64.00 0.00 0.00 65.00 0.00 0.00 66.00 0.00 0.00 67.00 0.00 0.00 68.00 0.00 0.00 69.00 0.00 0.00 70.00 0.00 0.00 71.00 0.00 0.00 72.00 0.00 0.00 73.00 0.00 0.00 74.00 0.00 0.00 75.00 0.00 0.00 76.00 0.00 0.00 77.00 0.00 0.00 78.00 0.00 0.00 79.00 0.00 0.00 80.00 0.00 0.00 MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 16HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Reach 24R: Proposed Runoff Inflow Area = 0.180 ac, 0.00% Impervious, Inflow Depth = 0.00" for 2-Year event Inflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Outflow = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs Reach 24R: Proposed Runoff Inflow Outflow Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 1 0 Inflow Area=0.180 ac 0.00 cfs 0.00 cfs MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 17HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach 24R: Proposed Runoff Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 1.00 0.00 0.00 2.00 0.00 0.00 3.00 0.00 0.00 4.00 0.00 0.00 5.00 0.00 0.00 6.00 0.00 0.00 7.00 0.00 0.00 8.00 0.00 0.00 9.00 0.00 0.00 10.00 0.00 0.00 11.00 0.00 0.00 12.00 0.00 0.00 13.00 0.00 0.00 14.00 0.00 0.00 15.00 0.00 0.00 16.00 0.00 0.00 17.00 0.00 0.00 18.00 0.00 0.00 19.00 0.00 0.00 20.00 0.00 0.00 21.00 0.00 0.00 22.00 0.00 0.00 23.00 0.00 0.00 24.00 0.00 0.00 25.00 0.00 0.00 26.00 0.00 0.00 27.00 0.00 0.00 28.00 0.00 0.00 29.00 0.00 0.00 30.00 0.00 0.00 31.00 0.00 0.00 32.00 0.00 0.00 33.00 0.00 0.00 34.00 0.00 0.00 35.00 0.00 0.00 36.00 0.00 0.00 37.00 0.00 0.00 38.00 0.00 0.00 39.00 0.00 0.00 40.00 0.00 0.00 41.00 0.00 0.00 42.00 0.00 0.00 43.00 0.00 0.00 44.00 0.00 0.00 45.00 0.00 0.00 46.00 0.00 0.00 47.00 0.00 0.00 48.00 0.00 0.00 49.00 0.00 0.00 50.00 0.00 0.00 51.00 0.00 0.00 Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 52.00 0.00 0.00 53.00 0.00 0.00 54.00 0.00 0.00 55.00 0.00 0.00 56.00 0.00 0.00 57.00 0.00 0.00 58.00 0.00 0.00 59.00 0.00 0.00 60.00 0.00 0.00 61.00 0.00 0.00 62.00 0.00 0.00 63.00 0.00 0.00 64.00 0.00 0.00 65.00 0.00 0.00 66.00 0.00 0.00 67.00 0.00 0.00 68.00 0.00 0.00 69.00 0.00 0.00 70.00 0.00 0.00 71.00 0.00 0.00 72.00 0.00 0.00 73.00 0.00 0.00 74.00 0.00 0.00 75.00 0.00 0.00 76.00 0.00 0.00 77.00 0.00 0.00 78.00 0.00 0.00 79.00 0.00 0.00 80.00 0.00 0.00 MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 18HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Pond 23P: Storm Pond Inflow Area = 3.870 ac, 84.50% Impervious, Inflow Depth = 1.76" for 2-Year event Inflow = 11.64 cfs @ 12.14 hrs, Volume= 0.566 af Outflow = 0.34 cfs @ 14.36 hrs, Volume= 0.566 af, Atten= 97%, Lag= 133.0 min Primary = 0.34 cfs @ 14.36 hrs, Volume= 0.566 af Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routed to Reach 24R : Proposed Runoff Routing by Stor-Ind method, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs Peak Elev= 944.37' @ 14.36 hrs Surf.Area= 9,112 sf Storage= 16,199 cf Plug-Flow detention time= 524.9 min calculated for 0.566 af (100% of inflow) Center-of-Mass det. time= 524.7 min ( 1,321.1 - 796.3 ) Volume Invert Avail.Storage Storage Description #1 942.00' 33,548 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 942.00 4,500 0 0 943.00 6,470 5,485 5,485 944.00 8,400 7,435 12,920 945.00 10,300 9,350 22,270 945.50 11,280 5,395 27,665 946.00 12,250 5,883 33,548 Device Routing Invert Outlet Devices #1 Primary 942.00'1.630 in/hr Exfiltration over Surface area #2 Secondary 942.00'18.0" Round Culvert L= 80.0' CMP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 942.00' / 941.00' S= 0.0125 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf #3 Device 2 944.60'48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=0.34 cfs @ 14.36 hrs HW=944.37' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.34 cfs) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=942.00' (Free Discharge) 2=Culvert ( Controls 0.00 cfs) 3=Orifice/Grate ( Controls 0.00 cfs) MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 19HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Pond 23P: Storm Pond Inflow Outflow Primary Secondary Hydrograph Time (hours) 80757065605550454035302520151050 Fl o w ( c f s ) 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=3.870 ac Peak Elev=944.37' Storage=16,199 cf 11.64 cfs 0.34 cfs 0.34 cfs 0.00 cfs Pond 23P: Storm Pond Total Primary Secondary Stage-Discharge Discharge (cfs) 14121086420 El e v a t i o n ( f e e t ) 946 945 944 943 942 Exfiltration Culvert Orifice/Grate MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 20HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Pond 23P: Storm Pond Surface Storage Stage-Area-Storage Storage (cubic-feet) 30,00025,00020,00015,00010,0005,0000 Surface/Horizontal/Wetted Area (sq-ft) 12,00011,00010,0009,0008,0007,0006,0005,0004,0003,0002,0001,0000 El e v a t i o n ( f e e t ) 946 945 944 943 942 Custom Stage Data MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 21HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Pond 23P: Storm Pond Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Outflow (cfs) Primary (cfs) Secondary (cfs) 0.00 0.00 0 942.00 0.00 0.00 0.00 2.50 0.00 0 942.00 0.00 0.00 0.00 5.00 0.00 0 942.00 0.00 0.00 0.00 7.50 0.00 0 942.00 0.00 0.00 0.00 10.00 0.07 60 942.01 0.06 0.06 0.00 12.50 2.04 13,646 944.09 0.32 0.32 0.00 15.00 0.32 16,169 944.37 0.34 0.34 0.00 17.50 0.15 14,758 944.21 0.33 0.33 0.00 20.00 0.11 12,996 944.01 0.32 0.32 0.00 22.50 0.06 10,949 943.76 0.30 0.30 0.00 25.00 0.00 8,591 943.45 0.28 0.28 0.00 27.50 0.00 6,210 943.11 0.25 0.25 0.00 30.00 0.00 4,053 942.77 0.23 0.23 0.00 32.50 0.00 2,123 942.43 0.20 0.20 0.00 35.00 0.00 420 942.09 0.18 0.18 0.00 37.50 0.00 0 942.00 0.00 0.00 0.00 40.00 0.00 0 942.00 0.00 0.00 0.00 42.50 0.00 0 942.00 0.00 0.00 0.00 45.00 0.00 0 942.00 0.00 0.00 0.00 47.50 0.00 0 942.00 0.00 0.00 0.00 50.00 0.00 0 942.00 0.00 0.00 0.00 52.50 0.00 0 942.00 0.00 0.00 0.00 55.00 0.00 0 942.00 0.00 0.00 0.00 57.50 0.00 0 942.00 0.00 0.00 0.00 60.00 0.00 0 942.00 0.00 0.00 0.00 62.50 0.00 0 942.00 0.00 0.00 0.00 65.00 0.00 0 942.00 0.00 0.00 0.00 67.50 0.00 0 942.00 0.00 0.00 0.00 70.00 0.00 0 942.00 0.00 0.00 0.00 72.50 0.00 0 942.00 0.00 0.00 0.00 75.00 0.00 0 942.00 0.00 0.00 0.00 77.50 0.00 0 942.00 0.00 0.00 0.00 80.00 0.00 0 942.00 0.00 0.00 0.00 MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 22HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Stage-Discharge for Pond 23P: Storm Pond Elevation (feet) Discharge (cfs) Primary (cfs) Secondary (cfs) 942.00 0.00 0.00 0.00 942.05 0.17 0.17 0.00 942.10 0.18 0.18 0.00 942.15 0.18 0.18 0.00 942.20 0.18 0.18 0.00 942.25 0.19 0.19 0.00 942.30 0.19 0.19 0.00 942.35 0.20 0.20 0.00 942.40 0.20 0.20 0.00 942.45 0.20 0.20 0.00 942.50 0.21 0.21 0.00 942.55 0.21 0.21 0.00 942.60 0.21 0.21 0.00 942.65 0.22 0.22 0.00 942.70 0.22 0.22 0.00 942.75 0.23 0.23 0.00 942.80 0.23 0.23 0.00 942.85 0.23 0.23 0.00 942.90 0.24 0.24 0.00 942.95 0.24 0.24 0.00 943.00 0.24 0.24 0.00 943.05 0.25 0.25 0.00 943.10 0.25 0.25 0.00 943.15 0.26 0.26 0.00 943.20 0.26 0.26 0.00 943.25 0.26 0.26 0.00 943.30 0.27 0.27 0.00 943.35 0.27 0.27 0.00 943.40 0.27 0.27 0.00 943.45 0.28 0.28 0.00 943.50 0.28 0.28 0.00 943.55 0.28 0.28 0.00 943.60 0.29 0.29 0.00 943.65 0.29 0.29 0.00 943.70 0.30 0.30 0.00 943.75 0.30 0.30 0.00 943.80 0.30 0.30 0.00 943.85 0.31 0.31 0.00 943.90 0.31 0.31 0.00 943.95 0.31 0.31 0.00 944.00 0.32 0.32 0.00 944.05 0.32 0.32 0.00 944.10 0.32 0.32 0.00 944.15 0.33 0.33 0.00 944.20 0.33 0.33 0.00 944.25 0.33 0.33 0.00 944.30 0.34 0.34 0.00 944.35 0.34 0.34 0.00 944.40 0.35 0.35 0.00 944.45 0.35 0.35 0.00 944.50 0.35 0.35 0.00 944.55 0.36 0.36 0.00 Elevation (feet) Discharge (cfs) Primary (cfs) Secondary (cfs) 944.60 0.36 0.36 0.00 944.65 0.82 0.36 0.46 944.70 1.67 0.37 1.30 944.75 2.76 0.37 2.39 944.80 4.05 0.37 3.68 944.85 5.51 0.38 5.14 944.90 7.13 0.38 6.75 944.95 8.89 0.39 8.51 945.00 10.78 0.39 10.40 945.05 12.80 0.39 12.40 945.10 13.44 0.40 13.04 945.15 13.58 0.40 13.18 945.20 13.72 0.40 13.32 945.25 13.86 0.41 13.45 945.30 14.00 0.41 13.59 945.35 14.13 0.41 13.72 945.40 14.27 0.42 13.85 945.45 14.40 0.42 13.98 945.50 14.54 0.43 14.11 945.55 14.67 0.43 14.24 945.60 14.80 0.43 14.36 945.65 14.93 0.44 14.49 945.70 15.05 0.44 14.61 945.75 15.18 0.44 14.74 945.80 15.31 0.45 14.86 945.85 15.43 0.45 14.98 945.90 15.56 0.45 15.10 945.95 15.68 0.46 15.22 946.00 15.80 0.46 15.34 MSE 24-hr 3 2-Year Rainfall=2.84"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 23HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 23P: Storm Pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 942.00 4,500 0 942.05 4,598 227 942.10 4,697 460 942.15 4,795 697 942.20 4,894 939 942.25 4,993 1,187 942.30 5,091 1,439 942.35 5,190 1,696 942.40 5,288 1,958 942.45 5,387 2,224 942.50 5,485 2,496 942.55 5,583 2,773 942.60 5,682 3,055 942.65 5,780 3,341 942.70 5,879 3,633 942.75 5,978 3,929 942.80 6,076 4,230 942.85 6,175 4,537 942.90 6,273 4,848 942.95 6,372 5,164 943.00 6,470 5,485 943.05 6,566 5,811 943.10 6,663 6,142 943.15 6,759 6,477 943.20 6,856 6,818 943.25 6,953 7,163 943.30 7,049 7,513 943.35 7,146 7,868 943.40 7,242 8,227 943.45 7,339 8,592 943.50 7,435 8,961 943.55 7,531 9,335 943.60 7,628 9,714 943.65 7,724 10,098 943.70 7,821 10,487 943.75 7,918 10,880 943.80 8,014 11,279 943.85 8,111 11,682 943.90 8,207 12,090 943.95 8,304 12,502 944.00 8,400 12,920 944.05 8,495 13,342 944.10 8,590 13,770 944.15 8,685 14,201 944.20 8,780 14,638 944.25 8,875 15,079 944.30 8,970 15,525 944.35 9,065 15,976 944.40 9,160 16,432 944.45 9,255 16,892 944.50 9,350 17,358 944.55 9,445 17,827 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 944.60 9,540 18,302 944.65 9,635 18,781 944.70 9,730 19,266 944.75 9,825 19,754 944.80 9,920 20,248 944.85 10,015 20,746 944.90 10,110 21,249 944.95 10,205 21,757 945.00 10,300 22,270 945.05 10,398 22,787 945.10 10,496 23,310 945.15 10,594 23,837 945.20 10,692 24,369 945.25 10,790 24,906 945.30 10,888 25,448 945.35 10,986 25,995 945.40 11,084 26,547 945.45 11,182 27,103 945.50 11,280 27,665 945.55 11,377 28,231 945.60 11,474 28,803 945.65 11,571 29,379 945.70 11,668 29,960 945.75 11,765 30,546 945.80 11,862 31,136 945.85 11,959 31,732 945.90 12,056 32,332 945.95 12,153 32,937 946.00 12,250 33,548 MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 24HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Time span=0.00-80.00 hrs, dt=0.05 hrs, 1601 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=4.050 ac 34.57% Impervious Runoff Depth=1.22"Subcatchment 16S: West Metro GMC Flow Length=225' Tc=16.3 min CN=66 Runoff=5.75 cfs 0.412 af Runoff Area=0.180 ac 0.00% Impervious Runoff Depth=0.07"Subcatchment 21S: Offsite Drainage Tc=5.0 min CN=39 Runoff=0.00 cfs 0.001 af Runoff Area=3.870 ac 84.50% Impervious Runoff Depth=3.03"Subcatchment 22S: Drainage to Pond Tc=7.0 min CN=89 Runoff=19.57 cfs 0.977 af Inflow=5.75 cfs 0.412 afReach 18R: Existing Runoff Outflow=5.75 cfs 0.412 af Inflow=5.51 cfs 0.283 afReach 24R: Proposed Runoff Outflow=5.51 cfs 0.283 af Peak Elev=944.86' Storage=20,863 cf Inflow=19.57 cfs 0.977 afPond 23P: Storm Pond Primary=0.38 cfs 0.695 af Secondary=5.51 cfs 0.282 af Outflow=5.89 cfs 0.977 af Total Runoff Area = 8.100 ac Runoff Volume = 1.390 af Average Runoff Depth = 2.06" 42.35% Pervious = 3.430 ac 57.65% Impervious = 4.670 ac MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 25HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment 16S: West Metro GMC Subcatchment Runoff = 5.75 cfs @ 12.27 hrs, Volume= 0.412 af, Depth= 1.22" Routed to Reach 18R : Existing Runoff Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.22" Area (ac) CN Description 0.550 98 Paved parking, HSG A 0.850 98 Paved parking, HSG D 2.650 49 50-75% Grass cover, Fair, HSG A 4.050 66 Weighted Average 2.650 65.43% Pervious Area 1.400 34.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 75 0.0200 1.22 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.84" 1.6 50 0.0200 0.51 Sheet Flow, n= 0.030 P2= 2.84" 13.7 100 0.0100 0.12 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" 16.3 225 Total Subcatchment 16S: West Metro GMC Subcatchment Runoff Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 6 5 4 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.22" Runoff Area=4.050 ac Runoff Volume=0.412 af Runoff Depth=1.22" Flow Length=225' Tc=16.3 min CN=66 5.75 cfs MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 26HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 16S: West Metro GMC Subcatchment Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 1.00 0.02 0.00 0.00 2.00 0.04 0.00 0.00 3.00 0.07 0.00 0.00 4.00 0.11 0.00 0.00 5.00 0.16 0.00 0.00 6.00 0.22 0.00 0.00 7.00 0.28 0.00 0.00 8.00 0.35 0.00 0.00 9.00 0.43 0.00 0.00 10.00 0.58 0.00 0.00 11.00 0.81 0.00 0.00 12.00 1.95 0.14 0.82 13.00 3.41 0.75 1.02 14.00 3.64 0.88 0.37 15.00 3.79 0.96 0.33 16.00 3.87 1.01 0.19 17.00 3.94 1.05 0.17 18.00 4.00 1.09 0.15 19.00 4.06 1.12 0.13 20.00 4.11 1.15 0.11 21.00 4.15 1.18 0.09 22.00 4.18 1.20 0.07 23.00 4.20 1.21 0.05 24.00 4.22 1.22 0.03 25.00 4.22 1.22 0.00 26.00 4.22 1.22 0.00 27.00 4.22 1.22 0.00 28.00 4.22 1.22 0.00 29.00 4.22 1.22 0.00 30.00 4.22 1.22 0.00 31.00 4.22 1.22 0.00 32.00 4.22 1.22 0.00 33.00 4.22 1.22 0.00 34.00 4.22 1.22 0.00 35.00 4.22 1.22 0.00 36.00 4.22 1.22 0.00 37.00 4.22 1.22 0.00 38.00 4.22 1.22 0.00 39.00 4.22 1.22 0.00 40.00 4.22 1.22 0.00 41.00 4.22 1.22 0.00 42.00 4.22 1.22 0.00 43.00 4.22 1.22 0.00 44.00 4.22 1.22 0.00 45.00 4.22 1.22 0.00 46.00 4.22 1.22 0.00 47.00 4.22 1.22 0.00 48.00 4.22 1.22 0.00 49.00 4.22 1.22 0.00 50.00 4.22 1.22 0.00 51.00 4.22 1.22 0.00 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 52.00 4.22 1.22 0.00 53.00 4.22 1.22 0.00 54.00 4.22 1.22 0.00 55.00 4.22 1.22 0.00 56.00 4.22 1.22 0.00 57.00 4.22 1.22 0.00 58.00 4.22 1.22 0.00 59.00 4.22 1.22 0.00 60.00 4.22 1.22 0.00 61.00 4.22 1.22 0.00 62.00 4.22 1.22 0.00 63.00 4.22 1.22 0.00 64.00 4.22 1.22 0.00 65.00 4.22 1.22 0.00 66.00 4.22 1.22 0.00 67.00 4.22 1.22 0.00 68.00 4.22 1.22 0.00 69.00 4.22 1.22 0.00 70.00 4.22 1.22 0.00 71.00 4.22 1.22 0.00 72.00 4.22 1.22 0.00 73.00 4.22 1.22 0.00 74.00 4.22 1.22 0.00 75.00 4.22 1.22 0.00 76.00 4.22 1.22 0.00 77.00 4.22 1.22 0.00 78.00 4.22 1.22 0.00 79.00 4.22 1.22 0.00 80.00 4.22 1.22 0.00 MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 27HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment 21S: Offsite Drainage Runoff = 0.00 cfs @ 13.25 hrs, Volume= 0.001 af, Depth= 0.07" Routed to Reach 24R : Proposed Runoff Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.22" Area (ac) CN Description 0.180 39 >75% Grass cover, Good, HSG A 0.180 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 21S: Offsite Drainage Runoff Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.003 0.003 0.002 0.002 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000 0.000 0 MSE 24-hr 3 10-Year Rainfall=4.22" Runoff Area=0.180 ac Runoff Volume=0.001 af Runoff Depth=0.07" Tc=5.0 min CN=39 0.00 cfs MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 28HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 21S: Offsite Drainage Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 1.00 0.02 0.00 0.00 2.00 0.04 0.00 0.00 3.00 0.07 0.00 0.00 4.00 0.11 0.00 0.00 5.00 0.16 0.00 0.00 6.00 0.22 0.00 0.00 7.00 0.28 0.00 0.00 8.00 0.35 0.00 0.00 9.00 0.43 0.00 0.00 10.00 0.58 0.00 0.00 11.00 0.81 0.00 0.00 12.00 1.95 0.00 0.00 13.00 3.41 0.00 0.00 14.00 3.64 0.02 0.00 15.00 3.79 0.03 0.00 16.00 3.87 0.03 0.00 17.00 3.94 0.04 0.00 18.00 4.00 0.05 0.00 19.00 4.06 0.05 0.00 20.00 4.11 0.06 0.00 21.00 4.15 0.06 0.00 22.00 4.18 0.07 0.00 23.00 4.20 0.07 0.00 24.00 4.22 0.07 0.00 25.00 4.22 0.07 0.00 26.00 4.22 0.07 0.00 27.00 4.22 0.07 0.00 28.00 4.22 0.07 0.00 29.00 4.22 0.07 0.00 30.00 4.22 0.07 0.00 31.00 4.22 0.07 0.00 32.00 4.22 0.07 0.00 33.00 4.22 0.07 0.00 34.00 4.22 0.07 0.00 35.00 4.22 0.07 0.00 36.00 4.22 0.07 0.00 37.00 4.22 0.07 0.00 38.00 4.22 0.07 0.00 39.00 4.22 0.07 0.00 40.00 4.22 0.07 0.00 41.00 4.22 0.07 0.00 42.00 4.22 0.07 0.00 43.00 4.22 0.07 0.00 44.00 4.22 0.07 0.00 45.00 4.22 0.07 0.00 46.00 4.22 0.07 0.00 47.00 4.22 0.07 0.00 48.00 4.22 0.07 0.00 49.00 4.22 0.07 0.00 50.00 4.22 0.07 0.00 51.00 4.22 0.07 0.00 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 52.00 4.22 0.07 0.00 53.00 4.22 0.07 0.00 54.00 4.22 0.07 0.00 55.00 4.22 0.07 0.00 56.00 4.22 0.07 0.00 57.00 4.22 0.07 0.00 58.00 4.22 0.07 0.00 59.00 4.22 0.07 0.00 60.00 4.22 0.07 0.00 61.00 4.22 0.07 0.00 62.00 4.22 0.07 0.00 63.00 4.22 0.07 0.00 64.00 4.22 0.07 0.00 65.00 4.22 0.07 0.00 66.00 4.22 0.07 0.00 67.00 4.22 0.07 0.00 68.00 4.22 0.07 0.00 69.00 4.22 0.07 0.00 70.00 4.22 0.07 0.00 71.00 4.22 0.07 0.00 72.00 4.22 0.07 0.00 73.00 4.22 0.07 0.00 74.00 4.22 0.07 0.00 75.00 4.22 0.07 0.00 76.00 4.22 0.07 0.00 77.00 4.22 0.07 0.00 78.00 4.22 0.07 0.00 79.00 4.22 0.07 0.00 80.00 4.22 0.07 0.00 MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 29HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment 22S: Drainage to Pond Runoff = 19.57 cfs @ 12.14 hrs, Volume= 0.977 af, Depth= 3.03" Routed to Pond 23P : Storm Pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs MSE 24-hr 3 10-Year Rainfall=4.22" Area (ac) CN Description 3.270 98 Paved parking, HSG A 0.600 39 >75% Grass cover, Good, HSG A 3.870 89 Weighted Average 0.600 15.50% Pervious Area 3.270 84.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment 22S: Drainage to Pond Runoff Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.22" Runoff Area=3.870 ac Runoff Volume=0.977 af Runoff Depth=3.03" Tc=7.0 min CN=89 19.57 cfs MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 30HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 22S: Drainage to Pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 1.00 0.02 0.00 0.00 2.00 0.04 0.00 0.00 3.00 0.07 0.00 0.00 4.00 0.11 0.00 0.00 5.00 0.16 0.00 0.00 6.00 0.22 0.00 0.00 7.00 0.28 0.00 0.01 8.00 0.35 0.01 0.04 9.00 0.43 0.02 0.08 10.00 0.58 0.07 0.22 11.00 0.81 0.18 0.70 12.00 1.95 0.99 8.74 13.00 3.41 2.27 1.51 14.00 3.64 2.49 0.57 15.00 3.79 2.62 0.50 16.00 3.87 2.70 0.29 17.00 3.94 2.77 0.26 18.00 4.00 2.83 0.23 19.00 4.06 2.88 0.20 20.00 4.11 2.93 0.17 21.00 4.15 2.96 0.14 22.00 4.18 2.99 0.10 23.00 4.20 3.02 0.07 24.00 4.22 3.03 0.04 25.00 4.22 3.03 0.00 26.00 4.22 3.03 0.00 27.00 4.22 3.03 0.00 28.00 4.22 3.03 0.00 29.00 4.22 3.03 0.00 30.00 4.22 3.03 0.00 31.00 4.22 3.03 0.00 32.00 4.22 3.03 0.00 33.00 4.22 3.03 0.00 34.00 4.22 3.03 0.00 35.00 4.22 3.03 0.00 36.00 4.22 3.03 0.00 37.00 4.22 3.03 0.00 38.00 4.22 3.03 0.00 39.00 4.22 3.03 0.00 40.00 4.22 3.03 0.00 41.00 4.22 3.03 0.00 42.00 4.22 3.03 0.00 43.00 4.22 3.03 0.00 44.00 4.22 3.03 0.00 45.00 4.22 3.03 0.00 46.00 4.22 3.03 0.00 47.00 4.22 3.03 0.00 48.00 4.22 3.03 0.00 49.00 4.22 3.03 0.00 50.00 4.22 3.03 0.00 51.00 4.22 3.03 0.00 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 52.00 4.22 3.03 0.00 53.00 4.22 3.03 0.00 54.00 4.22 3.03 0.00 55.00 4.22 3.03 0.00 56.00 4.22 3.03 0.00 57.00 4.22 3.03 0.00 58.00 4.22 3.03 0.00 59.00 4.22 3.03 0.00 60.00 4.22 3.03 0.00 61.00 4.22 3.03 0.00 62.00 4.22 3.03 0.00 63.00 4.22 3.03 0.00 64.00 4.22 3.03 0.00 65.00 4.22 3.03 0.00 66.00 4.22 3.03 0.00 67.00 4.22 3.03 0.00 68.00 4.22 3.03 0.00 69.00 4.22 3.03 0.00 70.00 4.22 3.03 0.00 71.00 4.22 3.03 0.00 72.00 4.22 3.03 0.00 73.00 4.22 3.03 0.00 74.00 4.22 3.03 0.00 75.00 4.22 3.03 0.00 76.00 4.22 3.03 0.00 77.00 4.22 3.03 0.00 78.00 4.22 3.03 0.00 79.00 4.22 3.03 0.00 80.00 4.22 3.03 0.00 MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 31HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Reach 18R: Existing Runoff Inflow Area = 4.050 ac, 34.57% Impervious, Inflow Depth = 1.22" for 10-Year event Inflow = 5.75 cfs @ 12.27 hrs, Volume= 0.412 af Outflow = 5.75 cfs @ 12.27 hrs, Volume= 0.412 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs Reach 18R: Existing Runoff Inflow Outflow Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 6 5 4 3 2 1 0 Inflow Area=4.050 ac 5.75 cfs 5.75 cfs MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 32HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach 18R: Existing Runoff Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 1.00 0.00 0.00 2.00 0.00 0.00 3.00 0.00 0.00 4.00 0.00 0.00 5.00 0.00 0.00 6.00 0.00 0.00 7.00 0.00 0.00 8.00 0.00 0.00 9.00 0.00 0.00 10.00 0.00 0.00 11.00 0.00 0.00 12.00 0.82 0.82 13.00 1.02 1.02 14.00 0.37 0.37 15.00 0.33 0.33 16.00 0.19 0.19 17.00 0.17 0.17 18.00 0.15 0.15 19.00 0.13 0.13 20.00 0.11 0.11 21.00 0.09 0.09 22.00 0.07 0.07 23.00 0.05 0.05 24.00 0.03 0.03 25.00 0.00 0.00 26.00 0.00 0.00 27.00 0.00 0.00 28.00 0.00 0.00 29.00 0.00 0.00 30.00 0.00 0.00 31.00 0.00 0.00 32.00 0.00 0.00 33.00 0.00 0.00 34.00 0.00 0.00 35.00 0.00 0.00 36.00 0.00 0.00 37.00 0.00 0.00 38.00 0.00 0.00 39.00 0.00 0.00 40.00 0.00 0.00 41.00 0.00 0.00 42.00 0.00 0.00 43.00 0.00 0.00 44.00 0.00 0.00 45.00 0.00 0.00 46.00 0.00 0.00 47.00 0.00 0.00 48.00 0.00 0.00 49.00 0.00 0.00 50.00 0.00 0.00 51.00 0.00 0.00 Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 52.00 0.00 0.00 53.00 0.00 0.00 54.00 0.00 0.00 55.00 0.00 0.00 56.00 0.00 0.00 57.00 0.00 0.00 58.00 0.00 0.00 59.00 0.00 0.00 60.00 0.00 0.00 61.00 0.00 0.00 62.00 0.00 0.00 63.00 0.00 0.00 64.00 0.00 0.00 65.00 0.00 0.00 66.00 0.00 0.00 67.00 0.00 0.00 68.00 0.00 0.00 69.00 0.00 0.00 70.00 0.00 0.00 71.00 0.00 0.00 72.00 0.00 0.00 73.00 0.00 0.00 74.00 0.00 0.00 75.00 0.00 0.00 76.00 0.00 0.00 77.00 0.00 0.00 78.00 0.00 0.00 79.00 0.00 0.00 80.00 0.00 0.00 MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 33HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Reach 24R: Proposed Runoff Inflow Area = 0.180 ac, 0.00% Impervious, Inflow Depth = 18.89" for 10-Year event Inflow = 5.51 cfs @ 12.35 hrs, Volume= 0.283 af Outflow = 5.51 cfs @ 12.35 hrs, Volume= 0.283 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs Reach 24R: Proposed Runoff Inflow Outflow Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 6 5 4 3 2 1 0 Inflow Area=0.180 ac 5.51 cfs 5.51 cfs MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 34HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach 24R: Proposed Runoff Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 1.00 0.00 0.00 2.00 0.00 0.00 3.00 0.00 0.00 4.00 0.00 0.00 5.00 0.00 0.00 6.00 0.00 0.00 7.00 0.00 0.00 8.00 0.00 0.00 9.00 0.00 0.00 10.00 0.00 0.00 11.00 0.00 0.00 12.00 0.00 0.00 13.00 1.36 1.36 14.00 0.29 0.29 15.00 0.17 0.17 16.00 0.00 0.00 17.00 0.00 0.00 18.00 0.00 0.00 19.00 0.00 0.00 20.00 0.00 0.00 21.00 0.00 0.00 22.00 0.00 0.00 23.00 0.00 0.00 24.00 0.00 0.00 25.00 0.00 0.00 26.00 0.00 0.00 27.00 0.00 0.00 28.00 0.00 0.00 29.00 0.00 0.00 30.00 0.00 0.00 31.00 0.00 0.00 32.00 0.00 0.00 33.00 0.00 0.00 34.00 0.00 0.00 35.00 0.00 0.00 36.00 0.00 0.00 37.00 0.00 0.00 38.00 0.00 0.00 39.00 0.00 0.00 40.00 0.00 0.00 41.00 0.00 0.00 42.00 0.00 0.00 43.00 0.00 0.00 44.00 0.00 0.00 45.00 0.00 0.00 46.00 0.00 0.00 47.00 0.00 0.00 48.00 0.00 0.00 49.00 0.00 0.00 50.00 0.00 0.00 51.00 0.00 0.00 Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 52.00 0.00 0.00 53.00 0.00 0.00 54.00 0.00 0.00 55.00 0.00 0.00 56.00 0.00 0.00 57.00 0.00 0.00 58.00 0.00 0.00 59.00 0.00 0.00 60.00 0.00 0.00 61.00 0.00 0.00 62.00 0.00 0.00 63.00 0.00 0.00 64.00 0.00 0.00 65.00 0.00 0.00 66.00 0.00 0.00 67.00 0.00 0.00 68.00 0.00 0.00 69.00 0.00 0.00 70.00 0.00 0.00 71.00 0.00 0.00 72.00 0.00 0.00 73.00 0.00 0.00 74.00 0.00 0.00 75.00 0.00 0.00 76.00 0.00 0.00 77.00 0.00 0.00 78.00 0.00 0.00 79.00 0.00 0.00 80.00 0.00 0.00 MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 35HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Pond 23P: Storm Pond Inflow Area = 3.870 ac, 84.50% Impervious, Inflow Depth = 3.03" for 10-Year event Inflow = 19.57 cfs @ 12.14 hrs, Volume= 0.977 af Outflow = 5.89 cfs @ 12.35 hrs, Volume= 0.977 af, Atten= 70%, Lag= 12.4 min Primary = 0.38 cfs @ 12.35 hrs, Volume= 0.695 af Secondary = 5.51 cfs @ 12.35 hrs, Volume= 0.282 af Routed to Reach 24R : Proposed Runoff Routing by Stor-Ind method, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs Peak Elev= 944.86' @ 12.35 hrs Surf.Area= 10,037 sf Storage= 20,863 cf Plug-Flow detention time= 414.7 min calculated for 0.977 af (100% of inflow) Center-of-Mass det. time= 414.5 min ( 1,200.0 - 785.4 ) Volume Invert Avail.Storage Storage Description #1 942.00' 33,548 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 942.00 4,500 0 0 943.00 6,470 5,485 5,485 944.00 8,400 7,435 12,920 945.00 10,300 9,350 22,270 945.50 11,280 5,395 27,665 946.00 12,250 5,883 33,548 Device Routing Invert Outlet Devices #1 Primary 942.00'1.630 in/hr Exfiltration over Surface area #2 Secondary 942.00'18.0" Round Culvert L= 80.0' CMP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 942.00' / 941.00' S= 0.0125 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf #3 Device 2 944.60'48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=0.38 cfs @ 12.35 hrs HW=944.86' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.38 cfs) Secondary OutFlow Max=5.48 cfs @ 12.35 hrs HW=944.86' (Free Discharge) 2=Culvert (Passes 5.48 cfs of 12.36 cfs potential flow) 3=Orifice/Grate (Weir Controls 5.48 cfs @ 1.67 fps) MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 36HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Pond 23P: Storm Pond Inflow Outflow Primary Secondary Hydrograph Time (hours) 80757065605550454035302520151050 Fl o w ( c f s ) 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=3.870 ac Peak Elev=944.86' Storage=20,863 cf 19.57 cfs 5.89 cfs 0.38 cfs 5.51 cfs Pond 23P: Storm Pond Total Primary Secondary Stage-Discharge Discharge (cfs) 14121086420 El e v a t i o n ( f e e t ) 946 945 944 943 942 Exfiltration Culvert Orifice/Grate MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 37HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Pond 23P: Storm Pond Surface Storage Stage-Area-Storage Storage (cubic-feet) 30,00025,00020,00015,00010,0005,0000 Surface/Horizontal/Wetted Area (sq-ft) 12,00011,00010,0009,0008,0007,0006,0005,0004,0003,0002,0001,0000 El e v a t i o n ( f e e t ) 946 945 944 943 942 Custom Stage Data MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 38HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Pond 23P: Storm Pond Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Outflow (cfs) Primary (cfs) Secondary (cfs) 0.00 0.00 0 942.00 0.00 0.00 0.00 2.50 0.00 0 942.00 0.00 0.00 0.00 5.00 0.00 0 942.00 0.00 0.00 0.00 7.50 0.03 18 942.00 0.02 0.02 0.00 10.00 0.22 201 942.04 0.17 0.17 0.00 12.50 3.28 20,362 944.81 4.38 0.38 4.01 15.00 0.50 18,493 944.62 0.53 0.36 0.16 17.50 0.24 17,685 944.53 0.36 0.36 0.00 20.00 0.17 16,360 944.39 0.35 0.35 0.00 22.50 0.09 14,465 944.18 0.33 0.33 0.00 25.00 0.00 11,961 943.88 0.31 0.31 0.00 27.50 0.00 9,296 943.54 0.28 0.28 0.00 30.00 0.00 6,853 943.21 0.26 0.26 0.00 32.50 0.00 4,633 942.87 0.23 0.23 0.00 35.00 0.00 2,639 942.53 0.21 0.21 0.00 37.50 0.00 873 942.19 0.18 0.18 0.00 40.00 0.00 1 942.00 0.00 0.00 0.00 42.50 0.00 0 942.00 0.00 0.00 0.00 45.00 0.00 0 942.00 0.00 0.00 0.00 47.50 0.00 0 942.00 0.00 0.00 0.00 50.00 0.00 0 942.00 0.00 0.00 0.00 52.50 0.00 0 942.00 0.00 0.00 0.00 55.00 0.00 0 942.00 0.00 0.00 0.00 57.50 0.00 0 942.00 0.00 0.00 0.00 60.00 0.00 0 942.00 0.00 0.00 0.00 62.50 0.00 0 942.00 0.00 0.00 0.00 65.00 0.00 0 942.00 0.00 0.00 0.00 67.50 0.00 0 942.00 0.00 0.00 0.00 70.00 0.00 0 942.00 0.00 0.00 0.00 72.50 0.00 0 942.00 0.00 0.00 0.00 75.00 0.00 0 942.00 0.00 0.00 0.00 77.50 0.00 0 942.00 0.00 0.00 0.00 80.00 0.00 0 942.00 0.00 0.00 0.00 MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 39HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Stage-Discharge for Pond 23P: Storm Pond Elevation (feet) Discharge (cfs) Primary (cfs) Secondary (cfs) 942.00 0.00 0.00 0.00 942.05 0.17 0.17 0.00 942.10 0.18 0.18 0.00 942.15 0.18 0.18 0.00 942.20 0.18 0.18 0.00 942.25 0.19 0.19 0.00 942.30 0.19 0.19 0.00 942.35 0.20 0.20 0.00 942.40 0.20 0.20 0.00 942.45 0.20 0.20 0.00 942.50 0.21 0.21 0.00 942.55 0.21 0.21 0.00 942.60 0.21 0.21 0.00 942.65 0.22 0.22 0.00 942.70 0.22 0.22 0.00 942.75 0.23 0.23 0.00 942.80 0.23 0.23 0.00 942.85 0.23 0.23 0.00 942.90 0.24 0.24 0.00 942.95 0.24 0.24 0.00 943.00 0.24 0.24 0.00 943.05 0.25 0.25 0.00 943.10 0.25 0.25 0.00 943.15 0.26 0.26 0.00 943.20 0.26 0.26 0.00 943.25 0.26 0.26 0.00 943.30 0.27 0.27 0.00 943.35 0.27 0.27 0.00 943.40 0.27 0.27 0.00 943.45 0.28 0.28 0.00 943.50 0.28 0.28 0.00 943.55 0.28 0.28 0.00 943.60 0.29 0.29 0.00 943.65 0.29 0.29 0.00 943.70 0.30 0.30 0.00 943.75 0.30 0.30 0.00 943.80 0.30 0.30 0.00 943.85 0.31 0.31 0.00 943.90 0.31 0.31 0.00 943.95 0.31 0.31 0.00 944.00 0.32 0.32 0.00 944.05 0.32 0.32 0.00 944.10 0.32 0.32 0.00 944.15 0.33 0.33 0.00 944.20 0.33 0.33 0.00 944.25 0.33 0.33 0.00 944.30 0.34 0.34 0.00 944.35 0.34 0.34 0.00 944.40 0.35 0.35 0.00 944.45 0.35 0.35 0.00 944.50 0.35 0.35 0.00 944.55 0.36 0.36 0.00 Elevation (feet) Discharge (cfs) Primary (cfs) Secondary (cfs) 944.60 0.36 0.36 0.00 944.65 0.82 0.36 0.46 944.70 1.67 0.37 1.30 944.75 2.76 0.37 2.39 944.80 4.05 0.37 3.68 944.85 5.51 0.38 5.14 944.90 7.13 0.38 6.75 944.95 8.89 0.39 8.51 945.00 10.78 0.39 10.40 945.05 12.80 0.39 12.40 945.10 13.44 0.40 13.04 945.15 13.58 0.40 13.18 945.20 13.72 0.40 13.32 945.25 13.86 0.41 13.45 945.30 14.00 0.41 13.59 945.35 14.13 0.41 13.72 945.40 14.27 0.42 13.85 945.45 14.40 0.42 13.98 945.50 14.54 0.43 14.11 945.55 14.67 0.43 14.24 945.60 14.80 0.43 14.36 945.65 14.93 0.44 14.49 945.70 15.05 0.44 14.61 945.75 15.18 0.44 14.74 945.80 15.31 0.45 14.86 945.85 15.43 0.45 14.98 945.90 15.56 0.45 15.10 945.95 15.68 0.46 15.22 946.00 15.80 0.46 15.34 MSE 24-hr 3 10-Year Rainfall=4.22"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 40HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 23P: Storm Pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 942.00 4,500 0 942.05 4,598 227 942.10 4,697 460 942.15 4,795 697 942.20 4,894 939 942.25 4,993 1,187 942.30 5,091 1,439 942.35 5,190 1,696 942.40 5,288 1,958 942.45 5,387 2,224 942.50 5,485 2,496 942.55 5,583 2,773 942.60 5,682 3,055 942.65 5,780 3,341 942.70 5,879 3,633 942.75 5,978 3,929 942.80 6,076 4,230 942.85 6,175 4,537 942.90 6,273 4,848 942.95 6,372 5,164 943.00 6,470 5,485 943.05 6,566 5,811 943.10 6,663 6,142 943.15 6,759 6,477 943.20 6,856 6,818 943.25 6,953 7,163 943.30 7,049 7,513 943.35 7,146 7,868 943.40 7,242 8,227 943.45 7,339 8,592 943.50 7,435 8,961 943.55 7,531 9,335 943.60 7,628 9,714 943.65 7,724 10,098 943.70 7,821 10,487 943.75 7,918 10,880 943.80 8,014 11,279 943.85 8,111 11,682 943.90 8,207 12,090 943.95 8,304 12,502 944.00 8,400 12,920 944.05 8,495 13,342 944.10 8,590 13,770 944.15 8,685 14,201 944.20 8,780 14,638 944.25 8,875 15,079 944.30 8,970 15,525 944.35 9,065 15,976 944.40 9,160 16,432 944.45 9,255 16,892 944.50 9,350 17,358 944.55 9,445 17,827 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 944.60 9,540 18,302 944.65 9,635 18,781 944.70 9,730 19,266 944.75 9,825 19,754 944.80 9,920 20,248 944.85 10,015 20,746 944.90 10,110 21,249 944.95 10,205 21,757 945.00 10,300 22,270 945.05 10,398 22,787 945.10 10,496 23,310 945.15 10,594 23,837 945.20 10,692 24,369 945.25 10,790 24,906 945.30 10,888 25,448 945.35 10,986 25,995 945.40 11,084 26,547 945.45 11,182 27,103 945.50 11,280 27,665 945.55 11,377 28,231 945.60 11,474 28,803 945.65 11,571 29,379 945.70 11,668 29,960 945.75 11,765 30,546 945.80 11,862 31,136 945.85 11,959 31,732 945.90 12,056 32,332 945.95 12,153 32,937 946.00 12,250 33,548 MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 41HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Time span=0.00-80.00 hrs, dt=0.05 hrs, 1601 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=4.050 ac 34.57% Impervious Runoff Depth=3.09"Subcatchment 16S: West Metro GMC Flow Length=225' Tc=16.3 min CN=66 Runoff=15.43 cfs 1.042 af Runoff Area=0.180 ac 0.00% Impervious Runoff Depth=0.72"Subcatchment 21S: Offsite Drainage Tc=5.0 min CN=39 Runoff=0.15 cfs 0.011 af Runoff Area=3.870 ac 84.50% Impervious Runoff Depth=5.56"Subcatchment 22S: Drainage to Pond Tc=7.0 min CN=89 Runoff=34.60 cfs 1.794 af Inflow=15.43 cfs 1.042 afReach 18R: Existing Runoff Outflow=15.43 cfs 1.042 af Inflow=14.89 cfs 1.004 afReach 24R: Proposed Runoff Outflow=14.89 cfs 1.004 af Peak Elev=945.78' Storage=30,852 cf Inflow=34.60 cfs 1.794 afPond 23P: Storm Pond Primary=0.45 cfs 0.801 af Secondary=14.80 cfs 0.993 af Outflow=15.25 cfs 1.794 af Total Runoff Area = 8.100 ac Runoff Volume = 2.846 af Average Runoff Depth = 4.22" 42.35% Pervious = 3.430 ac 57.65% Impervious = 4.670 ac MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 42HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment 16S: West Metro GMC Subcatchment Runoff = 15.43 cfs @ 12.26 hrs, Volume= 1.042 af, Depth= 3.09" Routed to Reach 18R : Existing Runoff Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=6.85" Area (ac) CN Description 0.550 98 Paved parking, HSG A 0.850 98 Paved parking, HSG D 2.650 49 50-75% Grass cover, Fair, HSG A 4.050 66 Weighted Average 2.650 65.43% Pervious Area 1.400 34.57% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 1.0 75 0.0200 1.22 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.84" 1.6 50 0.0200 0.51 Sheet Flow, n= 0.030 P2= 2.84" 13.7 100 0.0100 0.12 Sheet Flow, Grass: Short n= 0.150 P2= 2.84" 16.3 225 Total Subcatchment 16S: West Metro GMC Subcatchment Runoff Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=6.85" Runoff Area=4.050 ac Runoff Volume=1.042 af Runoff Depth=3.09" Flow Length=225' Tc=16.3 min CN=66 15.43 cfs MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 43HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 16S: West Metro GMC Subcatchment Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 1.00 0.02 0.00 0.00 2.00 0.06 0.00 0.00 3.00 0.11 0.00 0.00 4.00 0.18 0.00 0.00 5.00 0.26 0.00 0.00 6.00 0.35 0.00 0.00 7.00 0.45 0.00 0.00 8.00 0.57 0.00 0.00 9.00 0.71 0.00 0.00 10.00 0.94 0.00 0.00 11.00 1.32 0.02 0.12 12.00 3.17 0.63 3.67 13.00 5.53 2.10 2.25 14.00 5.91 2.37 0.80 15.00 6.14 2.55 0.69 16.00 6.28 2.65 0.40 17.00 6.40 2.74 0.36 18.00 6.50 2.82 0.32 19.00 6.59 2.89 0.28 20.00 6.67 2.95 0.24 21.00 6.74 3.00 0.19 22.00 6.79 3.04 0.15 23.00 6.83 3.07 0.11 24.00 6.85 3.09 0.07 25.00 6.85 3.09 0.00 26.00 6.85 3.09 0.00 27.00 6.85 3.09 0.00 28.00 6.85 3.09 0.00 29.00 6.85 3.09 0.00 30.00 6.85 3.09 0.00 31.00 6.85 3.09 0.00 32.00 6.85 3.09 0.00 33.00 6.85 3.09 0.00 34.00 6.85 3.09 0.00 35.00 6.85 3.09 0.00 36.00 6.85 3.09 0.00 37.00 6.85 3.09 0.00 38.00 6.85 3.09 0.00 39.00 6.85 3.09 0.00 40.00 6.85 3.09 0.00 41.00 6.85 3.09 0.00 42.00 6.85 3.09 0.00 43.00 6.85 3.09 0.00 44.00 6.85 3.09 0.00 45.00 6.85 3.09 0.00 46.00 6.85 3.09 0.00 47.00 6.85 3.09 0.00 48.00 6.85 3.09 0.00 49.00 6.85 3.09 0.00 50.00 6.85 3.09 0.00 51.00 6.85 3.09 0.00 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 52.00 6.85 3.09 0.00 53.00 6.85 3.09 0.00 54.00 6.85 3.09 0.00 55.00 6.85 3.09 0.00 56.00 6.85 3.09 0.00 57.00 6.85 3.09 0.00 58.00 6.85 3.09 0.00 59.00 6.85 3.09 0.00 60.00 6.85 3.09 0.00 61.00 6.85 3.09 0.00 62.00 6.85 3.09 0.00 63.00 6.85 3.09 0.00 64.00 6.85 3.09 0.00 65.00 6.85 3.09 0.00 66.00 6.85 3.09 0.00 67.00 6.85 3.09 0.00 68.00 6.85 3.09 0.00 69.00 6.85 3.09 0.00 70.00 6.85 3.09 0.00 71.00 6.85 3.09 0.00 72.00 6.85 3.09 0.00 73.00 6.85 3.09 0.00 74.00 6.85 3.09 0.00 75.00 6.85 3.09 0.00 76.00 6.85 3.09 0.00 77.00 6.85 3.09 0.00 78.00 6.85 3.09 0.00 79.00 6.85 3.09 0.00 80.00 6.85 3.09 0.00 MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 44HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment 21S: Offsite Drainage Runoff = 0.15 cfs @ 12.16 hrs, Volume= 0.011 af, Depth= 0.72" Routed to Reach 24R : Proposed Runoff Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=6.85" Area (ac) CN Description 0.180 39 >75% Grass cover, Good, HSG A 0.180 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 21S: Offsite Drainage Runoff Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 MSE 24-hr 3 100-Year Rainfall=6.85" Runoff Area=0.180 ac Runoff Volume=0.011 af Runoff Depth=0.72" Tc=5.0 min CN=39 0.15 cfs MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 45HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 21S: Offsite Drainage Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 1.00 0.02 0.00 0.00 2.00 0.06 0.00 0.00 3.00 0.11 0.00 0.00 4.00 0.18 0.00 0.00 5.00 0.26 0.00 0.00 6.00 0.35 0.00 0.00 7.00 0.45 0.00 0.00 8.00 0.57 0.00 0.00 9.00 0.71 0.00 0.00 10.00 0.94 0.00 0.00 11.00 1.32 0.00 0.00 12.00 3.17 0.00 0.00 13.00 5.53 0.32 0.03 14.00 5.91 0.42 0.01 15.00 6.14 0.49 0.01 16.00 6.28 0.53 0.01 17.00 6.40 0.56 0.01 18.00 6.50 0.60 0.01 19.00 6.59 0.63 0.01 20.00 6.67 0.65 0.00 21.00 6.74 0.68 0.00 22.00 6.79 0.69 0.00 23.00 6.83 0.71 0.00 24.00 6.85 0.72 0.00 25.00 6.85 0.72 0.00 26.00 6.85 0.72 0.00 27.00 6.85 0.72 0.00 28.00 6.85 0.72 0.00 29.00 6.85 0.72 0.00 30.00 6.85 0.72 0.00 31.00 6.85 0.72 0.00 32.00 6.85 0.72 0.00 33.00 6.85 0.72 0.00 34.00 6.85 0.72 0.00 35.00 6.85 0.72 0.00 36.00 6.85 0.72 0.00 37.00 6.85 0.72 0.00 38.00 6.85 0.72 0.00 39.00 6.85 0.72 0.00 40.00 6.85 0.72 0.00 41.00 6.85 0.72 0.00 42.00 6.85 0.72 0.00 43.00 6.85 0.72 0.00 44.00 6.85 0.72 0.00 45.00 6.85 0.72 0.00 46.00 6.85 0.72 0.00 47.00 6.85 0.72 0.00 48.00 6.85 0.72 0.00 49.00 6.85 0.72 0.00 50.00 6.85 0.72 0.00 51.00 6.85 0.72 0.00 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 52.00 6.85 0.72 0.00 53.00 6.85 0.72 0.00 54.00 6.85 0.72 0.00 55.00 6.85 0.72 0.00 56.00 6.85 0.72 0.00 57.00 6.85 0.72 0.00 58.00 6.85 0.72 0.00 59.00 6.85 0.72 0.00 60.00 6.85 0.72 0.00 61.00 6.85 0.72 0.00 62.00 6.85 0.72 0.00 63.00 6.85 0.72 0.00 64.00 6.85 0.72 0.00 65.00 6.85 0.72 0.00 66.00 6.85 0.72 0.00 67.00 6.85 0.72 0.00 68.00 6.85 0.72 0.00 69.00 6.85 0.72 0.00 70.00 6.85 0.72 0.00 71.00 6.85 0.72 0.00 72.00 6.85 0.72 0.00 73.00 6.85 0.72 0.00 74.00 6.85 0.72 0.00 75.00 6.85 0.72 0.00 76.00 6.85 0.72 0.00 77.00 6.85 0.72 0.00 78.00 6.85 0.72 0.00 79.00 6.85 0.72 0.00 80.00 6.85 0.72 0.00 MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 46HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Subcatchment 22S: Drainage to Pond Runoff = 34.60 cfs @ 12.14 hrs, Volume= 1.794 af, Depth= 5.56" Routed to Pond 23P : Storm Pond Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs MSE 24-hr 3 100-Year Rainfall=6.85" Area (ac) CN Description 3.270 98 Paved parking, HSG A 0.600 39 >75% Grass cover, Good, HSG A 3.870 89 Weighted Average 0.600 15.50% Pervious Area 3.270 84.50% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment 22S: Drainage to Pond Runoff Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 MSE 24-hr 3 100-Year Rainfall=6.85" Runoff Area=3.870 ac Runoff Volume=1.794 af Runoff Depth=5.56" Tc=7.0 min CN=89 34.60 cfs MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 47HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 22S: Drainage to Pond Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 0.00 0.00 0.00 0.00 1.00 0.02 0.00 0.00 2.00 0.06 0.00 0.00 3.00 0.11 0.00 0.00 4.00 0.18 0.00 0.00 5.00 0.26 0.00 0.00 6.00 0.35 0.01 0.05 7.00 0.45 0.03 0.11 8.00 0.57 0.07 0.18 9.00 0.71 0.12 0.25 10.00 0.94 0.25 0.56 11.00 1.32 0.50 1.56 12.00 3.17 2.05 16.17 13.00 5.53 4.28 2.57 14.00 5.91 4.65 0.96 15.00 6.14 4.88 0.84 16.00 6.28 5.00 0.48 17.00 6.40 5.12 0.43 18.00 6.50 5.22 0.38 19.00 6.59 5.31 0.33 20.00 6.67 5.39 0.28 21.00 6.74 5.45 0.23 22.00 6.79 5.50 0.17 23.00 6.83 5.54 0.12 24.00 6.85 5.56 0.07 25.00 6.85 5.56 0.00 26.00 6.85 5.56 0.00 27.00 6.85 5.56 0.00 28.00 6.85 5.56 0.00 29.00 6.85 5.56 0.00 30.00 6.85 5.56 0.00 31.00 6.85 5.56 0.00 32.00 6.85 5.56 0.00 33.00 6.85 5.56 0.00 34.00 6.85 5.56 0.00 35.00 6.85 5.56 0.00 36.00 6.85 5.56 0.00 37.00 6.85 5.56 0.00 38.00 6.85 5.56 0.00 39.00 6.85 5.56 0.00 40.00 6.85 5.56 0.00 41.00 6.85 5.56 0.00 42.00 6.85 5.56 0.00 43.00 6.85 5.56 0.00 44.00 6.85 5.56 0.00 45.00 6.85 5.56 0.00 46.00 6.85 5.56 0.00 47.00 6.85 5.56 0.00 48.00 6.85 5.56 0.00 49.00 6.85 5.56 0.00 50.00 6.85 5.56 0.00 51.00 6.85 5.56 0.00 Time (hours) Precip. (inches) Excess (inches) Runoff (cfs) 52.00 6.85 5.56 0.00 53.00 6.85 5.56 0.00 54.00 6.85 5.56 0.00 55.00 6.85 5.56 0.00 56.00 6.85 5.56 0.00 57.00 6.85 5.56 0.00 58.00 6.85 5.56 0.00 59.00 6.85 5.56 0.00 60.00 6.85 5.56 0.00 61.00 6.85 5.56 0.00 62.00 6.85 5.56 0.00 63.00 6.85 5.56 0.00 64.00 6.85 5.56 0.00 65.00 6.85 5.56 0.00 66.00 6.85 5.56 0.00 67.00 6.85 5.56 0.00 68.00 6.85 5.56 0.00 69.00 6.85 5.56 0.00 70.00 6.85 5.56 0.00 71.00 6.85 5.56 0.00 72.00 6.85 5.56 0.00 73.00 6.85 5.56 0.00 74.00 6.85 5.56 0.00 75.00 6.85 5.56 0.00 76.00 6.85 5.56 0.00 77.00 6.85 5.56 0.00 78.00 6.85 5.56 0.00 79.00 6.85 5.56 0.00 80.00 6.85 5.56 0.00 MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 48HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Reach 18R: Existing Runoff Inflow Area = 4.050 ac, 34.57% Impervious, Inflow Depth = 3.09" for 100-Year event Inflow = 15.43 cfs @ 12.26 hrs, Volume= 1.042 af Outflow = 15.43 cfs @ 12.26 hrs, Volume= 1.042 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs Reach 18R: Existing Runoff Inflow Outflow Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=4.050 ac 15.43 cfs 15.43 cfs MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 49HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach 18R: Existing Runoff Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 1.00 0.00 0.00 2.00 0.00 0.00 3.00 0.00 0.00 4.00 0.00 0.00 5.00 0.00 0.00 6.00 0.00 0.00 7.00 0.00 0.00 8.00 0.00 0.00 9.00 0.00 0.00 10.00 0.00 0.00 11.00 0.12 0.12 12.00 3.67 3.67 13.00 2.25 2.25 14.00 0.80 0.80 15.00 0.69 0.69 16.00 0.40 0.40 17.00 0.36 0.36 18.00 0.32 0.32 19.00 0.28 0.28 20.00 0.24 0.24 21.00 0.19 0.19 22.00 0.15 0.15 23.00 0.11 0.11 24.00 0.07 0.07 25.00 0.00 0.00 26.00 0.00 0.00 27.00 0.00 0.00 28.00 0.00 0.00 29.00 0.00 0.00 30.00 0.00 0.00 31.00 0.00 0.00 32.00 0.00 0.00 33.00 0.00 0.00 34.00 0.00 0.00 35.00 0.00 0.00 36.00 0.00 0.00 37.00 0.00 0.00 38.00 0.00 0.00 39.00 0.00 0.00 40.00 0.00 0.00 41.00 0.00 0.00 42.00 0.00 0.00 43.00 0.00 0.00 44.00 0.00 0.00 45.00 0.00 0.00 46.00 0.00 0.00 47.00 0.00 0.00 48.00 0.00 0.00 49.00 0.00 0.00 50.00 0.00 0.00 51.00 0.00 0.00 Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 52.00 0.00 0.00 53.00 0.00 0.00 54.00 0.00 0.00 55.00 0.00 0.00 56.00 0.00 0.00 57.00 0.00 0.00 58.00 0.00 0.00 59.00 0.00 0.00 60.00 0.00 0.00 61.00 0.00 0.00 62.00 0.00 0.00 63.00 0.00 0.00 64.00 0.00 0.00 65.00 0.00 0.00 66.00 0.00 0.00 67.00 0.00 0.00 68.00 0.00 0.00 69.00 0.00 0.00 70.00 0.00 0.00 71.00 0.00 0.00 72.00 0.00 0.00 73.00 0.00 0.00 74.00 0.00 0.00 75.00 0.00 0.00 76.00 0.00 0.00 77.00 0.00 0.00 78.00 0.00 0.00 79.00 0.00 0.00 80.00 0.00 0.00 MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 50HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Reach 24R: Proposed Runoff Inflow Area = 0.180 ac, 0.00% Impervious, Inflow Depth = 66.90" for 100-Year event Inflow = 14.89 cfs @ 12.27 hrs, Volume= 1.004 af Outflow = 14.89 cfs @ 12.27 hrs, Volume= 1.004 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs Reach 24R: Proposed Runoff Inflow Outflow Hydrograph Time (hours) 80787674727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=0.180 ac 14.89 cfs 14.89 cfs MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 51HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Reach 24R: Proposed Runoff Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 0.00 0.00 0.00 1.00 0.00 0.00 2.00 0.00 0.00 3.00 0.00 0.00 4.00 0.00 0.00 5.00 0.00 0.00 6.00 0.00 0.00 7.00 0.00 0.00 8.00 0.00 0.00 9.00 0.00 0.00 10.00 0.00 0.00 11.00 0.00 0.00 12.00 0.00 0.00 13.00 2.57 2.57 14.00 0.69 0.69 15.00 0.51 0.51 16.00 0.16 0.16 17.00 0.09 0.09 18.00 0.04 0.04 19.00 0.01 0.01 20.00 0.00 0.00 21.00 0.00 0.00 22.00 0.00 0.00 23.00 0.00 0.00 24.00 0.00 0.00 25.00 0.00 0.00 26.00 0.00 0.00 27.00 0.00 0.00 28.00 0.00 0.00 29.00 0.00 0.00 30.00 0.00 0.00 31.00 0.00 0.00 32.00 0.00 0.00 33.00 0.00 0.00 34.00 0.00 0.00 35.00 0.00 0.00 36.00 0.00 0.00 37.00 0.00 0.00 38.00 0.00 0.00 39.00 0.00 0.00 40.00 0.00 0.00 41.00 0.00 0.00 42.00 0.00 0.00 43.00 0.00 0.00 44.00 0.00 0.00 45.00 0.00 0.00 46.00 0.00 0.00 47.00 0.00 0.00 48.00 0.00 0.00 49.00 0.00 0.00 50.00 0.00 0.00 51.00 0.00 0.00 Time (hours) Inflow (cfs) Elevation (feet) Outflow (cfs) 52.00 0.00 0.00 53.00 0.00 0.00 54.00 0.00 0.00 55.00 0.00 0.00 56.00 0.00 0.00 57.00 0.00 0.00 58.00 0.00 0.00 59.00 0.00 0.00 60.00 0.00 0.00 61.00 0.00 0.00 62.00 0.00 0.00 63.00 0.00 0.00 64.00 0.00 0.00 65.00 0.00 0.00 66.00 0.00 0.00 67.00 0.00 0.00 68.00 0.00 0.00 69.00 0.00 0.00 70.00 0.00 0.00 71.00 0.00 0.00 72.00 0.00 0.00 73.00 0.00 0.00 74.00 0.00 0.00 75.00 0.00 0.00 76.00 0.00 0.00 77.00 0.00 0.00 78.00 0.00 0.00 79.00 0.00 0.00 80.00 0.00 0.00 MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 52HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Summary for Pond 23P: Storm Pond Inflow Area = 3.870 ac, 84.50% Impervious, Inflow Depth = 5.56" for 100-Year event Inflow = 34.60 cfs @ 12.14 hrs, Volume= 1.794 af Outflow = 15.25 cfs @ 12.27 hrs, Volume= 1.794 af, Atten= 56%, Lag= 7.7 min Primary = 0.45 cfs @ 12.27 hrs, Volume= 0.801 af Secondary = 14.80 cfs @ 12.27 hrs, Volume= 0.993 af Routed to Reach 24R : Proposed Runoff Routing by Stor-Ind method, Time Span= 0.00-80.00 hrs, dt= 0.05 hrs Peak Elev= 945.78' @ 12.27 hrs Surf.Area= 11,815 sf Storage= 30,852 cf Plug-Flow detention time= 269.4 min calculated for 1.793 af (100% of inflow) Center-of-Mass det. time= 269.8 min ( 1,043.3 - 773.5 ) Volume Invert Avail.Storage Storage Description #1 942.00' 33,548 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 942.00 4,500 0 0 943.00 6,470 5,485 5,485 944.00 8,400 7,435 12,920 945.00 10,300 9,350 22,270 945.50 11,280 5,395 27,665 946.00 12,250 5,883 33,548 Device Routing Invert Outlet Devices #1 Primary 942.00'1.630 in/hr Exfiltration over Surface area #2 Secondary 942.00'18.0" Round Culvert L= 80.0' CMP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 942.00' / 941.00' S= 0.0125 '/' Cc= 0.900 n= 0.012 Corrugated PP, smooth interior, Flow Area= 1.77 sf #3 Device 2 944.60'48.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=0.44 cfs @ 12.27 hrs HW=945.76' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.44 cfs) Secondary OutFlow Max=14.77 cfs @ 12.27 hrs HW=945.76' (Free Discharge) 2=Culvert (Inlet Controls 14.77 cfs @ 8.36 fps) 3=Orifice/Grate (Passes 14.77 cfs of 51.61 cfs potential flow) MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 53HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Pond 23P: Storm Pond Inflow Outflow Primary Secondary Hydrograph Time (hours) 80757065605550454035302520151050 Fl o w ( c f s ) 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Inflow Area=3.870 ac Peak Elev=945.78' Storage=30,852 cf 34.60 cfs 15.25 cfs 0.45 cfs 14.80 cfs Pond 23P: Storm Pond Total Primary Secondary Stage-Discharge Discharge (cfs) 14121086420 El e v a t i o n ( f e e t ) 946 945 944 943 942 Exfiltration Culvert Orifice/Grate MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 54HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Pond 23P: Storm Pond Surface Storage Stage-Area-Storage Storage (cubic-feet) 30,00025,00020,00015,00010,0005,0000 Surface/Horizontal/Wetted Area (sq-ft) 12,00011,00010,0009,0008,0007,0006,0005,0004,0003,0002,0001,0000 El e v a t i o n ( f e e t ) 946 945 944 943 942 Custom Stage Data MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 55HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Hydrograph for Pond 23P: Storm Pond Time (hours) Inflow (cfs) Storage (cubic-feet) Elevation (feet) Outflow (cfs) Primary (cfs) Secondary (cfs) 0.00 0.00 0 942.00 0.00 0.00 0.00 2.50 0.00 0 942.00 0.00 0.00 0.00 5.00 0.00 0 942.00 0.00 0.00 0.00 7.50 0.14 130 942.03 0.12 0.12 0.00 10.00 0.56 1,295 942.27 0.19 0.19 0.00 12.50 5.62 25,921 945.34 14.12 0.41 13.70 15.00 0.84 18,797 944.65 0.87 0.36 0.50 17.50 0.41 18,374 944.61 0.42 0.36 0.06 20.00 0.28 18,078 944.58 0.36 0.36 0.00 22.50 0.15 16,815 944.44 0.35 0.35 0.00 25.00 0.00 14,384 944.17 0.33 0.33 0.00 27.50 0.00 11,531 943.83 0.30 0.30 0.00 30.00 0.00 8,901 943.49 0.28 0.28 0.00 32.50 0.00 6,492 943.15 0.26 0.26 0.00 35.00 0.00 4,308 942.81 0.23 0.23 0.00 37.50 0.00 2,349 942.47 0.20 0.20 0.00 40.00 0.00 618 942.13 0.18 0.18 0.00 42.50 0.00 0 942.00 0.00 0.00 0.00 45.00 0.00 0 942.00 0.00 0.00 0.00 47.50 0.00 0 942.00 0.00 0.00 0.00 50.00 0.00 0 942.00 0.00 0.00 0.00 52.50 0.00 0 942.00 0.00 0.00 0.00 55.00 0.00 0 942.00 0.00 0.00 0.00 57.50 0.00 0 942.00 0.00 0.00 0.00 60.00 0.00 0 942.00 0.00 0.00 0.00 62.50 0.00 0 942.00 0.00 0.00 0.00 65.00 0.00 0 942.00 0.00 0.00 0.00 67.50 0.00 0 942.00 0.00 0.00 0.00 70.00 0.00 0 942.00 0.00 0.00 0.00 72.50 0.00 0 942.00 0.00 0.00 0.00 75.00 0.00 0 942.00 0.00 0.00 0.00 77.50 0.00 0 942.00 0.00 0.00 0.00 80.00 0.00 0 942.00 0.00 0.00 0.00 MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 56HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Stage-Discharge for Pond 23P: Storm Pond Elevation (feet) Discharge (cfs) Primary (cfs) Secondary (cfs) 942.00 0.00 0.00 0.00 942.05 0.17 0.17 0.00 942.10 0.18 0.18 0.00 942.15 0.18 0.18 0.00 942.20 0.18 0.18 0.00 942.25 0.19 0.19 0.00 942.30 0.19 0.19 0.00 942.35 0.20 0.20 0.00 942.40 0.20 0.20 0.00 942.45 0.20 0.20 0.00 942.50 0.21 0.21 0.00 942.55 0.21 0.21 0.00 942.60 0.21 0.21 0.00 942.65 0.22 0.22 0.00 942.70 0.22 0.22 0.00 942.75 0.23 0.23 0.00 942.80 0.23 0.23 0.00 942.85 0.23 0.23 0.00 942.90 0.24 0.24 0.00 942.95 0.24 0.24 0.00 943.00 0.24 0.24 0.00 943.05 0.25 0.25 0.00 943.10 0.25 0.25 0.00 943.15 0.26 0.26 0.00 943.20 0.26 0.26 0.00 943.25 0.26 0.26 0.00 943.30 0.27 0.27 0.00 943.35 0.27 0.27 0.00 943.40 0.27 0.27 0.00 943.45 0.28 0.28 0.00 943.50 0.28 0.28 0.00 943.55 0.28 0.28 0.00 943.60 0.29 0.29 0.00 943.65 0.29 0.29 0.00 943.70 0.30 0.30 0.00 943.75 0.30 0.30 0.00 943.80 0.30 0.30 0.00 943.85 0.31 0.31 0.00 943.90 0.31 0.31 0.00 943.95 0.31 0.31 0.00 944.00 0.32 0.32 0.00 944.05 0.32 0.32 0.00 944.10 0.32 0.32 0.00 944.15 0.33 0.33 0.00 944.20 0.33 0.33 0.00 944.25 0.33 0.33 0.00 944.30 0.34 0.34 0.00 944.35 0.34 0.34 0.00 944.40 0.35 0.35 0.00 944.45 0.35 0.35 0.00 944.50 0.35 0.35 0.00 944.55 0.36 0.36 0.00 Elevation (feet) Discharge (cfs) Primary (cfs) Secondary (cfs) 944.60 0.36 0.36 0.00 944.65 0.82 0.36 0.46 944.70 1.67 0.37 1.30 944.75 2.76 0.37 2.39 944.80 4.05 0.37 3.68 944.85 5.51 0.38 5.14 944.90 7.13 0.38 6.75 944.95 8.89 0.39 8.51 945.00 10.78 0.39 10.40 945.05 12.80 0.39 12.40 945.10 13.44 0.40 13.04 945.15 13.58 0.40 13.18 945.20 13.72 0.40 13.32 945.25 13.86 0.41 13.45 945.30 14.00 0.41 13.59 945.35 14.13 0.41 13.72 945.40 14.27 0.42 13.85 945.45 14.40 0.42 13.98 945.50 14.54 0.43 14.11 945.55 14.67 0.43 14.24 945.60 14.80 0.43 14.36 945.65 14.93 0.44 14.49 945.70 15.05 0.44 14.61 945.75 15.18 0.44 14.74 945.80 15.31 0.45 14.86 945.85 15.43 0.45 14.98 945.90 15.56 0.45 15.10 945.95 15.68 0.46 15.22 946.00 15.80 0.46 15.34 MSE 24-hr 3 100-Year Rainfall=6.85"Monticello Property HydroCAD Model Printed 9/3/2025Prepared by Short Elliott Hendrickson Inc Page 57HydroCAD® 10.20-7a s/n 00569 © 2025 HydroCAD Software Solutions LLC Stage-Area-Storage for Pond 23P: Storm Pond Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 942.00 4,500 0 942.05 4,598 227 942.10 4,697 460 942.15 4,795 697 942.20 4,894 939 942.25 4,993 1,187 942.30 5,091 1,439 942.35 5,190 1,696 942.40 5,288 1,958 942.45 5,387 2,224 942.50 5,485 2,496 942.55 5,583 2,773 942.60 5,682 3,055 942.65 5,780 3,341 942.70 5,879 3,633 942.75 5,978 3,929 942.80 6,076 4,230 942.85 6,175 4,537 942.90 6,273 4,848 942.95 6,372 5,164 943.00 6,470 5,485 943.05 6,566 5,811 943.10 6,663 6,142 943.15 6,759 6,477 943.20 6,856 6,818 943.25 6,953 7,163 943.30 7,049 7,513 943.35 7,146 7,868 943.40 7,242 8,227 943.45 7,339 8,592 943.50 7,435 8,961 943.55 7,531 9,335 943.60 7,628 9,714 943.65 7,724 10,098 943.70 7,821 10,487 943.75 7,918 10,880 943.80 8,014 11,279 943.85 8,111 11,682 943.90 8,207 12,090 943.95 8,304 12,502 944.00 8,400 12,920 944.05 8,495 13,342 944.10 8,590 13,770 944.15 8,685 14,201 944.20 8,780 14,638 944.25 8,875 15,079 944.30 8,970 15,525 944.35 9,065 15,976 944.40 9,160 16,432 944.45 9,255 16,892 944.50 9,350 17,358 944.55 9,445 17,827 Elevation (feet) Surface (sq-ft) Storage (cubic-feet) 944.60 9,540 18,302 944.65 9,635 18,781 944.70 9,730 19,266 944.75 9,825 19,754 944.80 9,920 20,248 944.85 10,015 20,746 944.90 10,110 21,249 944.95 10,205 21,757 945.00 10,300 22,270 945.05 10,398 22,787 945.10 10,496 23,310 945.15 10,594 23,837 945.20 10,692 24,369 945.25 10,790 24,906 945.30 10,888 25,448 945.35 10,986 25,995 945.40 11,084 26,547 945.45 11,182 27,103 945.50 11,280 27,665 945.55 11,377 28,231 945.60 11,474 28,803 945.65 11,571 29,379 945.70 11,668 29,960 945.75 11,765 30,546 945.80 11,862 31,136 945.85 11,959 31,732 945.90 12,056 32,332 945.95 12,153 32,937 946.00 12,250 33,548 3 Sa v e : 8/ 2 8 / 2 0 2 5 2 : 4 8 P M ms t e l l m a c h P l o t : 8/ 2 8 / 2 0 2 5 2 : 4 9 P M X: \ P T \ S \ S E L L S \ 1 8 3 8 6 7 \ 5 - f i n a l - d s g n \ 5 1 - d r a w i n g s \ 1 0 - C i v i l \ c a d \ d w g \ s h e e t \ S E 1 8 3 8 6 7 P L - 2 . d w g MTS MTS BJR Rev.# Designed By Drawn By Checked By Description DateSEH Project Plan Revision Issue Rev.#Description Date Sheet Revision Issue R 0 8/14/2025 7/29/2025 6/30/2025 1 2 REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS ISSUED FOR CONSTRUCTION 183867 SWPPPCARCONE SECOND ADDITION MONTICELLO, MINNESOTA 4758808/14/2025 BRYAN REMER, PE I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE LICENSE NO. KNOWLEDGEABLE PERSON/CHAIN OF RESPONSIBILITY THE CONTRACTOR SHALL IDENTIFY A PERSON KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS WHO WILL COORDINATE WITH ALL CONTRACTORS, SUBCONTRACTORS, AND OPERATORS ON-SITE TO OVERSEE THE IMPLEMENTATION OF THE SWPPP. THE CONTRACTOR SHALL ESTABLISH A CHAIN OF RESPONSIBILITY FOR ALL CONTRACTORS AND SUB-CONTRACTORS ON SITE TO ENSURE THE SWPPP IS BEING PROPERLY IMPLEMENTED AND MAINTAINED. THE CONTRACTOR SHALL PROVIDE THE CHAIN OF RESPONSIBILITY TO THE OWNER AND ATTACH TO THE SWPPP PRIOR TO ANY CONSTRUCTION ACTIVITY. SWPPP SUMMARY/OVERVIEW: THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN DEVELOPED TO ADDRESS THE REQUIREMENTS OF NPDES PERMIT MN R100001. THIS SWPPP INCLUDES A COMBINATION OF NARRATIVE AND PLAN SHEETS THAT DESCRIBE THE TEMPORARY AND PERMANENT STORM WATER MANAGEMENT PLAN FOR THE PROJECT. CONTACTS: PROJECT INFORMATION: TRAINING DOCUMENTATION: CONTENT OF TRAINING AVAILABLE UPON REQUEST. THE CONTRACTOR (OPERATOR) SHALL ADD TO THE SWPPP TRAINING RECORDS FOR THE FOLLOWING PERSONNEL: -INDIVIDUALS OVERSEEING THE IMPLEMENTATION OF, REVISING, AND AMENDING THE SWPPP -INDIVIDUALS PERFORMING INSPECTIONS -INDIVIDUALS PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS TRAINING MUST RELATE TO THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES AND SHALL INCLUDE: 1) DATES OF TRAINING 2) NAME OF INSTRUCTORS 3) CONTENT AND ENTITY PROVIDING TRAINING THE CONTRACTOR SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. PROJECT SUMMARY: RECEIVING WATER(S) WITHIN ONE MILE FROM PROJECT BOUNDARIES: (http://pca-gis02.pca.state.mn.us/CSW/index.html) RELATED REVIEWS & PERMITS: ENVIRONMENTAL, WETLAND, ENDANGERED OR THREATENED SPECIES, ARCHEOLOGICAL, LOCAL, STATE, AND/OF FEDERAL REVIEWS/PERMITS: COVERAGE UNDER THIS PERMIT CANNOT BE ISSUED UNTIL THE REQUIREMENTS FOR WETLAND PERMITS, DECISIONS, OTHER DETERMINATIONS, OR THE MITIGATIVE SEQUENCE REQUIRED IN SECTION 22 OF THE NPDES PERMIT MNR100001 HAVE BEEN FINALIZED AND DOCUMENTED. SITE SOIL INFORMATION: LONG TERM OPERATION AND MAINTENANCE THE OWNER WILL BE RESPONSIBLE OR WILL OTHERWISE IDENTIFY WHO WILL BE RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM(S). THE OWNER WILL PREPARE AND IMPLEMENT A PERMANENT STORMWATER TREATMENT SYSTEM(S) MAINTENANCE PLAN. IMPLEMENTATION SEQUENCE: THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING SEQUENCE. THE ENGINEER MAY APPROVE ADJUSTMENTS TO THE SEQUENCE AS NEEDED. GENERAL SWPPP RESPONSIBILITIES: THE CONTRACTOR SHALL KEEP THE SWPPP ON-SITE, OR ELECTRONICALLY AVAILABLE ON SITE, DURING NORMAL WORKING HOURS WITH PERSONNEL WHO HAVE OPERATIONAL CONTROL OVER THE APPLICABLE PORTION OF THE SITE, INCLUDING ALL CHANGES TO THE SWPPP, INSPECTIONS, AND MAINTENANCE RECORDS. THE SWPPP WILL BE AMENDED AS NEEDED AND/OR AS REQUIRED BY PROVISIONS OF THE PERMIT. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. AMENDMENTS WILL BE APPROVED BY BOTH THE OWNER AND CONTRACTOR AND WILL BE ATTACHED OR OTHERWISE INCLUDED WITH THE SWPPP DOCUMENTS. THE SWPPP AMENDMENTS SHALL BE INITIATED, FACILITATED, AND PROCESSED BY THE CONTRACTOR. PERMITTEES MUST AMEND THE SWPPP WITHIN 7 DAYS TO INCLUDE ADDITIONAL OR MODIFIED BMPS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. PERMITTEES MUST AMEND THE SWPPP WITHIN 7 DAYS TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP.2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA AAPROVED TMDL. TEMPORARY SEDIMENT BASINS: THE CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BASIN(S) INDICATED ON PLANS AND REQUIRED BY THE NPDES CONSTRUCTION PERMIT. THE TEMPORARY BASIN MUST PROVIDE LIVE STORAGE FOR A CALCULATED VOLUME OF RUNOFF FROM A TWO (2)-YEAR, 24-HOUR STORM FROM EACH ACRE DRAINED TO THE BASIN OR 1,800 CUBIC FEET OF LIVE STORAGE PER ACRE DRAINED, WHICHEVER IS GREATER. TEMPORARY SEDIMENT BASIN OUTLETS SHALL BE CONSTRUCTED TO PREVENT SHORT-CIRCUITING AND PREVENT THE DISCHARGE OF FLOATING DEBRIS. OUTLET STRUCTURES MUST BE DESIGNED TO WITHDRAW WATER FROM THE SURFACE TO MINIMIZE THE DISCHARGE OF POLLUTANTS. BASINS MUST INCLUDE A STABILIZED EMERGENCY OVERFLOW, WITHDRAW WATER FROM THE SURFACE, AND PROVIDE ENERGY DISSIPATION AT THE OUTLET. TEMPORARY SEDIMENT BASINS SHALL BE PROVIDED WITH ENERGY DISSIPATION AT ANY BASIN OUTLET TO PREVENT SOIL EROSION. SEDIMENT BASINS MUST BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONES, AND MUST BE DESIGNED TO AVOID THE DRAINING WATER FROM WETLANDS. THE FOLLOWING DOCUMENTS ARE CONSIDERED PART OF THE SWPPP: SITE LAYOUT SHEET GRADING PLAN SHEETS: SWPPP NOTE AND DETAIL SHEETS: PROJECT SPECIFICATIONS: PROJECT BID FORM: PERMANENT STORMWATER MANAGEMENT SYSTEM PERMANENT STORMWATER MANAGEMENT SYSTEM IS DESIGNED TO MEET THE REQUIREMENTS OF NPDES GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. SOIL NAME:HYDROLOGIC CLASSIFICATION: DORSET-TWO INLETS COMPLEX, 6 TO 12 PERCENT A DORSET SANDY LOAM, 0 TO 2 PERCENT B AGENCY:TYPE OF PERMIT: NA NA ID NAME TYPE SPECIAL WATER? IMPAIRED WATER? CONSTRUCTION RELATED IMPAIRMENT OR SPECIAL WATER CLASSIFICATION TMDL NA ADDITIONAL BMPS AND/OR ACTIONS REQUIRED: SEE SECTION 23 OF THE PERMIT AND APPLICABLE TMDL WLA'S TOTAL DISTURBED AREA:1.60 AC PRE-CONSTRUCTION IMPERVIOUS AREA:1.30 AC POST-CONSTRUCTION IMPERVIOUS AREA:2.85 AC IMPERVIOUS AREA ADDED:1.55 AC OWNER:WEST METRO AUTO CONTACT:JEFF SELL ADDRESS:1001 HIGHWAY 25 SOUTH, MONTICELLO, MN 55362 PHONE:763.271.7800 EMAIL:JSELL@WESTMETROAUTO.COM ENGINEER:SHORT ELLIOTT HENDRICKSON INC. (SEH) CONTACT:BRYAN REMER PHONE:320.266.6235 EMAIL:BREMER@SEHINC.COM PROJECT NO.:SELLS 183867 1.INSTALL ROCK CONSTRUCTION ENTRANCE(S) 2.INSTALL PERIMETER CONTROL AND STABILIZE DOWN GRADIENT BOUNDARIES 3.INSTALL INLET PROTECTION ON EXISTING CATCH BASINS 4.COMPLETE SITE GRADING 5. AFTER CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, REMOVE ACCUMULATED SEDIMENT, REMOVE BMPS, AND RE-STABILIZE ANY AREAS DISTURBED BY THEIR REMOVAL. REQUIRED WATER QUALITY VOLUME (WQV):6,190 CF PERMANENT MANAGEMENT SYSTEM:WQV INFILTRATED WQV TREATED (NOT INFILTRATED) INFILTRATION BASIN 17,358 CF 0 AF TOTAL WQV INFILTRATED/TREATED 17,358 CF REVIEW AND COMPLETE CONTAMINATION SCREENING CHECKLIST TO DETERMINE FEASIBILITY OF INFILTRATION. TEMPORARY BMP DESIGN FACTORS: EROSION PREVENTION AND SEDIMENT CONTROL BMP'S MUST BE DESIGNED TO ACCOUNT FOR: THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION OF PRECIPITATION THE NATURE OF STORMWATER RUNOFF AND RON-ON AT THE SITE, INCLUDING FACTORS SUCH AS EXPECTED FLOW FROM IMPERVIOUS SURFACES, SLOPES, AND SITE DRAINAGE FEATURES THE STORMWATER VOLUME, VELOCITY, AND PEAK FLOW RATES TO MINIMIZE DISCHARGE OF POLLUTANTS IN STORMWATER AND TO MINIMIZE CHANNEL AND STREAMBANK EROSION AND SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT. LOCATION:1001 HIGHWAY 25 SOUTH\ LATITUDE/LONGITUDE:45°17'52" N 93°48'09" W PROJECT DESCRIPTION:WEST METRO GM PARKING LOT ADDITION SOIL DISTURBING ACTIVITIES:GRADING AND SURFACING PREPARER/DESIGNER OF SWPPP:KODY WILHELMI EMPLOYER:SEH DATE OBTAINED / REFRESHED MAY 2026 INSTRUCTOR(S)/ENTITY PROVIDING TRAINING:UNIVERSITY OF MINNESOTA CONTRACTOR NA CONTACT PHONE EMAIL WATERBODY NO WORK DURING LAKES APRIL 1 - JUNE 30 NON-TROUT STREAMS MARCH 15 - JUNE 15 TROUT STREAMS SEPTEMBER 1 - APRIL 1 SEE DNR PERMIT FOR MORE INFORMATION (DELETE THIS SECTION IS NOT APPLICABLE. WORK MUST BE PHYSICALLY WITHIN WATER TO APPLY). ALL SWPPP CHANGES MUST BE DONE BY AN INDIVIDUAL TRAINED IN ACCORDANCE WITH SECTION 21.2. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. BOTH THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER TERMINATION AND/OR TRANSFER OF THE PERMIT. 1 MILE RADIUS EXISTING STORM POND INFILTRATION DESIGN PARAMETERS: PERMITTEE(S) MUST COMPLETE THE CONTAMINATION SCREENING CHECKLIST FOR STORMWATER INFILTRATION. PERMITTEE(S) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, FOREBAY, OR WATER QUALITY INLET TO REMOVE SOLIDS, FLOATING MATERIALS, AND OIL AND GREASE FROM THE RUNOFF, TO THE MAXIMUM EXTENT PRACTICABLE, BEFORE THE SYSTEM ROUTES STORMWATER TO THE INFILTRATION SYSTEM. THE PERMITTEE(S) SHALL PROVIDE AT LEAST ONE SOIL BORING, TEST PIT OR INFILTROMETER TEST IN THE LOCATION OF THE INFILTRATION PRACTICE FOR DETERMINING INFILTRATION RATES. PERMITTEES MUST EMPLOY APPROPRIATE ON-SITE TESTING TO ENSURE A MINIMUM OF THREE FEET OF SEPARATION FROM THE SEASONALLY SATURATED SOILS (OR BEDROCK) AND THE BOTTOM OF THE PROPOSED INFILTRATION SYSTEM. DESIGN INFILTRATION RATE:1.63 IN/HR CALCULATED DRAWDOWN TIME:40 HR 10 . 0 0 956 954 952 95 0 952 942 944 948 956 954 954 946947 - 1 . 4 4 % -1. 9 4 % -1. 4 7 % - 2 . 4 5 % -2 . 4 5 % 954 -3. 6 3 % 956.19 955.19 955.00 - 2 . 4 4 % - 1 . 2 6 % 945946947948 951 947948 948 950 952 952 ST 952 945 942 954954 946 951 954 95 5 95 6 95 5 95 4 955 956.07 956.10 955.16 956.43 956.00 955.00 953.93 953.43 952.96 952.55 -1 . 9 6 % -1 . 8 0 % -1. 9 0 % -0.80% -0.49% 955 953 954 956 956.98 ??? 2 Sa v e : 8/ 2 9 / 2 0 2 5 1 : 1 4 P M ms t e l l m a c h P l o t : 8/ 2 9 / 2 0 2 5 1 : 1 4 P M X: \ P T \ S \ S E L L S \ 1 8 3 8 6 7 \ 5 - f i n a l - d s g n \ 5 1 - d r a w i n g s \ 1 0 - C i v i l \ c a d \ d w g \ s h e e t \ S E 1 8 3 8 6 7 P L - 2 . d w g MTS MTS BJR Rev.# Designed By Drawn By Checked By Description DateSEH Project Plan Revision Issue Rev.#Description Date Sheet Revision Issue R 0 8/14/2025 7/29/2025 6/30/2025 1 2 REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS ISSUED FOR CONSTRUCTION 183867 PROPOSED GRADING AND SURFACINGCARCONE SECOND ADDITION MONTICELLO, MINNESOTA 4758808/29/2025 BRYAN REMER, PE I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE LICENSE NO. 0 feetscale 20 4020 10 CONTACT INFO DEVELOPER: JEFF SELL 1001 HIGHWAY 25 SOUTH MONTICELLO, MN 55362 763.271.7800 JSELL@WESTMETROAUTO.COM ENGINEER: SHORT ELLIOTT HENDRICKSON INC. BRYAN REMER, PE 2351 CONNECTICUT AVE S #300 SARTELL, MN 56377 320.229.4300 BREMER@SEHINC,COM PAVEMENT SECTION 3.5" ASPHALT PAVEMENT (1.5" WEAR COURSE) (2" NONWEAR COURSE) 8" CLASS 5 AGG BASE PLACE ROCK LOGS / STRAW WADDLES AT EDGE OF DISTURBED AREAS SAN D B E R G R O A D MARVIN ROAD PROPOSED PAVEMENT (2.5 ACRES) TOTAL DISTURBED AREA: 3.4 ACRES SEH Plate No. Oct. 2011 Revised: ERO-11 NTS ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) STAPLE SHALL BE U-SHAPED, 11 GUAGE WIRE (MIN.) CATEGORY 1 & 2 - 6" LONG @ 1.5/SY (MIN.) CATEGORY 3 & 4 - 8" LONG @ 2/SY (MIN.) OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" ANCHOR TRENCH 1. DIG 6" X 6" TRENCH 2. LAY BLANKET IN TRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT 5. BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH 1' TO 3' 6" 6" SEH Plate No. Oct. 2011 Revised: ERO-29 NTS BUTT JOINTS 1 1 SEH Plate No. Oct. 2011 Revised: ERO-06 NTS FL O W 2'' X 2'' X 18'' LONG WOODEN STAKES AT 2' 0'' SPACING. DRIVE THROUGH NETTING AND FIBER ROLL. STRAW OR WOOD FIBER 6"- 7'' DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING POINT "A" SHALL BE A MINIMUM OF 6" HIGHER THAN POINT "B" TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS. 1 POINT "A" 1 POINT "B" 12 ' M I N I M U M CATEGORY 3 EROSION CONTROL BLANKET (SPEC. 3885) 4''X4'' TRENCH BACKFILLED OVER EROSION CONTROL BLANKET (SPEC. 3885) 8'', 11 GA. STAPLES SPACED 1' ON CENTER POND 2 BOTTOM: 942.0 TOP: 946.0 TOP OF POND: 946.0 TIE IN TO EXISTING ELEVATIONS TO SOUTH 48" CATCHBASINS TC: 952.0 40 LF 18" CLASS 5 RCP @ 16.60% CB INV: 948.65 POND INV: 942.0 6CY RIP RAP 66 LF 18" CULVERT @ 0.75 % E INV: 941.5 W INV:941.0 48" CATCHBASIN W/ GRATED CASTING OUTLET: 941.5 TOP OF CASTING/INLET: 944.5 100-YR HWL: 945.42 EOF: 945.5 VERIFY WATERMAIN DEPTH AND PROVIDE ADEQUATE SEPARATION PROVIDE 4'X2'X8' INSULATION AT WATER CROSSING 3:1 SLOPE 4:1 SLOPE B618 CURB AND GUTTER ALONG WEST SIDE OF PARKING LOT B618 CURB AND GUTTER ALONG WEST SIDE OF PARKING LOT TIE IN TO EXISTING ELEVATIONS PROTECT EXISTING RETAINING WALL *NOTES* -DOUBLE-RING INFILTRATION TEST WILL BE REQUIRED AFTER THE BASIN IS CONSTRUCTED TO VERIFY INFILTRATION RATES MEET MPCA REQUIREMENTS. -CONTRACTOR/OWNER TO NOTIFY ADJACENT OWNER PRIOR TO WORKING WITHIN EASEMENT TO CONSTRUCT PIPE ACROSS MARVIN ROAD SEEDING AREA MNDOT 25-121 MIX 6" TOPSOIL EROSION CONTROL BLANKET 8/29/20253REVISED PER CITY COMMENTS SILT FENCE 3:1 SLOPE RAISE EXISTING MANHOLE CASTINGS (TYP) 48" CATCHBASINS TC: 951.9 50 LF 18" CLASS 5 RCP @ 0.50% CB INV: 948.9 INV S: 948.65 INLET PROTECTION (TYP) REV. 08.28.25 AREA, SITE & ROADWAY NV-2 KEY FEATURES • Ideal High Lumen Output for Area, Site, Roadway, and Large Parking Venues such as: Corporate Parks, Shopping Malls, Event & Sports Stadiums, Roadways, and Airports • Sleek Robust Design of the NV-2 (Weight: 42 lbs., EPA: 0.61) • IES Distributions T2, T3, T4, and T5 • 80L, 96L, 112, and 128L LED Configurations, 168 to 467 Watts • Amber, 2700K, 3000K, 3500K, 4000K, 5000K CCT Multichip High Power 70 & 80 CRI LEDs • IP65 Rated Against Dust & Water Ingress, IK10 Rated for Tamper/Vandalism/Impact Protection • Mountings available have a 1.5G to 3G Vibration Rating: Architectural Sweep Arm, Direct Pole 6” and 11” Arm, Knuckle Mount, Wall Mount, Trunnion Mount, Mast Arm Mount, and Tennis Arm • 20kA Surge Protection (120V - 480V), 0 - 10V Programmable, Dimming LED Drivers • LED Drivers Ambient Temp. Min (°C) is -40°C and Ambient Temp. Max (°C) ranges from 50°C to 55°C • Silicone Micro Optics providing 96% Clarity and Heat Resistant up to 150°C • 9 Standard Finishes, Marine Grade Finish and Custom Finish Available • Controls Agnostic, Compatible with Most Control Systems and Sensors • Environmentally Friendly Product Which Reduces Energy Consumption, L70 > 100,000 hours • Easy to Install Mounting • Cost Competitive and Short Shipping Lead Times in Days & Weeks 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 American Act), or BABA (Build America, Buy America). 1 LED WATTAGE CHART Drive Current 80L 96L 112L 128L 700 milliamps 168w-171w 193w-200w 243w 265w-274w 1050 milliamps 255w-263w 289w-316w 357w-366w 409w-410w 1200 milliamps ---467w NV-2 with ASA NV-2 with DPS6 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com Project Name:Type: NV-2 ORDERING GUIDE Cat# NV-2(NV-2) Mounting Architectural Sweep Arm(ASA) Direct Pole 6” Arm SingleD180(DPS6) 3 Direct Pole 11” ArmD90, T90, T120, Quad(DPS11) 3 Knuckle Mount(KM) Wall Mount(WM) Trunnion Mount(TM) 2 Tennis Arm Mount(TA) Mast Arm Mount(MA) Quick Mount Bracket(QMB)22 Retrofit Mount Bracket(RQMB)22 Light Dist. Type 2 (T2) Type 3 (T3) Type 4 (T4) Type 4 Forward Throw Wide (T4FTW) Type 4 Automotive Forward(T4AF)12, 21 Type 4 Automotive Left(T4AL)12, 21 Type 4 Automotive Right(T4AR)12, 21 Type 5(T5) Type 5 Wide(T5W) Nema 330o Narrow Beam (N3) 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 80(80L) 96(96L) 128(128L) 112(112L) Controls Options Nema 7-Pin Receptacle(PE7) Photocell + Receptacle(PCR) Receptacle + Shorting Cap(PER) FSP-211 with MotionSensor/Photocell(120/277VAC, 230-240VAC)9’-20’ Heights(FSP-20) 4, 17 21’-40’ Heights(FSP-40) 4, 17 FSP-221 with MotionSensor/Photocell (100-347VAC, 208/230/480VAC)9’-20’ Heights(FSP-HV-20) 18 21’-40’ Heights(FSP-HV-40) 18 Custom Controls Integration(CCI) 9 Button Type Photocell(PC) 4 FSP Remote(FSIR) 19 Drive Current 700(7) 1050(1) 700(7) 1050(1) 700(7) 1050(1) 350(35)16,20 530(53)20 700(7) 1050(1) 1200(12) 13 Custom Drive Current(CUS-MA-***)20 Specify Options Lens Options Bird Spikes(BS) Marine Grade Finish(MGF) Optic Plate Paintedto Match Fixture(OPP) ASA Round Pole Adaptor3”-4” Pole(RPA-ASA-4) ASA Round Pole Adaptor5”-6” Pole(RPA-ASA-5) Round Pole Adaptor3”-4” Pole(RPA4) Round Pole Adaptor5”-6” Pole(RPA5) Rotated Optic Left(ROL) Rotated Optic Right(ROR) Automotive House Side Shield(AHS) House Side Shield(HSS) 5 Black Optic Frame(BOF) Buy American Act(BAA) 11 Trade Agreement Act(TAA) 11 Build America Buy American(BABA) 11 Glass Lens(GL) 7, 14, 16 HAL Lens(HAL) 8, 16 Color Temp. / CCT Amber 586-600nM(AMBER) 10, 12, 15 2700K, 70 CRI(27K7) 6 2700K, 80 CRI(27K8) 1, 6 3000K, 70 CRI(30K7) 6 3000K, 80 CRI(30K8) 1, 6 3500K, 80 CRI(35K8) 1 4000K, 70 CRI(40K7) 4000K, 80 CRI(40K8) 1 5000K, 70 CRI(50K7) 5000K, 80 CRI(50K8) 1 Voltage 120-277(UNV) 347-480(HV) 1. Consult Factory for Lead Time. Consult Factory for 90 CRI Requests. 2. Standard finish is stainless steel. Can be painted to match fixture. 3. For Round Pole Specify RPA4 or RPA5 4. Universal Voltage 120-277 5. HSS not applicable with Nema 2. 6. 3000K or lower, with fixed mounting options only, must be selected to meet International Dark-Sky Association certification. 7. Glass Lens: Low iron glass, fully tempered per ANSI C1047 (QCH-2201-37) 8. HAL Lens: Yellow Polycarbonate Lens – less than 2% Blue Light Content 9. Please contact Factory for Custom Control Integration requests (nLight, NX, WaveLinx, Crestron, DMX/RDM, Synapse, Casambi, Dali II, Avi-On, or other control systems) 10. Turtle Safe 11. Consult factory for all BAA/TAA/BABA requests 12. Consult Factory for Lead Time and estimated performance data 13. 1200mA is only available with 128L 14. 700mA is only available with Glass Lens option 15. Not Available above 700mA 16. Contact Factory 17. FSP-211, 120V/277V, 230-240VAC (single phase), 50/60Hz 18. FSP-221, 100–347VAC (single phase) or 208/230/480VAC (phase-to-phase) 19. Projects with sensors require Qty. 1 FSIR per project 20. See estimated scaling chart for multiplier values to estimate lumen output. Please contact Factory to verify the estimated performance data. 21. Only available in 128L 22. DPS6 or DPS11 must also be selected with QMB/RQMB options NOTES: 2 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS The information and specifications on this document are subject to change without any notification. All values are design, nominal, typical or prorated values when measured under internal and external laboratory conditions. ELECTRICAL • 120-277 Volts (UNV) or 347-480 Volts (HV) • 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. Consult the factory for revalidation by providing the fixture catalog string before quoting and specifying it. • All internal wiring UL certified for 600 VAC and 105°C • All drivers, controls, and sensors housed in enclosed IP65 compartment • CRI 70, 80 or 90 (Contact factory for 90 CRI) • Color temperatures: Amber, 2700K, 3000K, 3500K, 4000K, 5000K • Surge Protection: 20KA supplied as standard. CONSTRUCTION • Die Cast Aluminum • External cooling fins • Corrosion resistant external hardware • One-piece silicone gasket ensures IP65 seal for electronics compartment • One-piece Optics Plate™ mounting silicone Micro Optics • Two-piece silicone Micro Optic system ensures IP67 level seal around each PCB • Grade 2 Clear Anodized Optics Plate™ standard OPTIONS • BIRD SPIKES (BS) - Offers a practical and humane deterrent for larger bird species and provides a cost-effective long-term solution to nuisance bird infestations and protects your property. • MARINE GRADE FINISH (MGF) - A multi-step process creating 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. • OPTIC PLATE PAINTED TO MATCH FIXTURE (OPP) - Optic plate is clear anodized as standard. The optic plate can be powder coated to match the finish of the fixture. • QUICK MOUNT BRACKET (QMB) - Optional Cast Aluminum Bracket designed for quick mounting on Direct Square or Round Poles. Cleat mounts directly to pole for easily hung fixtures. Has a 2”x4” Drill Pattern. • RETROFIT MOUNT BRACKET - Optional Cast Aluminum Bracket designed for quick mounting on Direct Square or Round Poles. Cleat mounts directly to pole for easily hung fixtures. Drill Pattern is adjustable from 2”x4” to 2”x6”. • ROUND POLE ADAPTER (RPA) - When using round poles, specify Round Pole Adapter (RPA). Specify RPA4 when installing on 3”-4” round poles, and RPA5 when installing on 5”-6” round poles. • ROTATED OPTICS (ROL) (ROR) - Rotated optics are designed for perimeter lighting for auto dealerships. • SHIELDS (HSS, AHS) - House Side Shield (HSS) is designed for full property line cut-off. Automotive House Side Shield (AHS) is a single-sided shield allowing partial cut-off on either side or front of luminaire. • BLACK OPTIC FRAME (BOF) - Optional black optic frame (includes black hardware). Standard is white. • GLASS LENS (GL) - Low Iron Glass, fully tempered. • HAL LENS (HAL) - High Performance Yellow Polycarbonate Lens – less than 2% Blue Light Content CONTROL OPTIONS • 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. • Controls Agnostic: Please contact factory for your preferred controls option. (nLight, NX, WaveLinx, Crestron, DMX/RDM,Synapse, Casambi, Dali II, or other control systems) • NEMA 7-PIN RECEPTACLE (PE7)—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. • PHOTOCELL + RECEPTACLE (PCR)–7-Pin Receptacle and Electronic Twist Lock Photocell for dusk to dawn operation. • RECEPTACLE + SHORTING CAP (PER)–7-Pin Receptacle and Shorting Cap. FINISH • 3-5 mils electrostatic powder coat. • NLS Light’s standard high-quality finishes prevent corrosion protects against and extreme environmental conditions. WARRANTY Five-year limited warranty for drivers and LEDs. 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 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 • DesignLights Consortium® (DLC) • DesignLights Consortium Premium® (DLCP) • IP65/ IP67 Rated • 3G Vibration Rated per ANSI C136.31-2010 • IDA Dark Sky Approved • IK10 Rated 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/ BUY AMERICAN 3 3000K or lower, with fixed mounting options only, must be selected to meet International Dark-Sky Association certification. 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS Weight: 42 lbs EPA: .61 18" 24.11" OPTICAL CONFIGURATIONS Rotatable Optics (ROR) Rotated Right, (ROL) Rotated Left options available. Optics field and factory rotatable. * OPTIC PLATE PAINTED TO MATCH FIXTURE FINISH (OPP)– Optic Plate standard clear anodized, Grade 2. When (OPP) specified, Optic Plate finish will match fixture finish. NV-2 / 80L (OPP) NV-2 / 96L NV-2 / 112L NV-2 / 128L 4 3.41" MOUNTING CONFIGURATION Single(SGL)Double(D-90)Double(D-180)Triple(T-90)Triple(T-120)Quad(QD) DPX ARM LENGTH DPX ARM LENGTH SGL D90 D180 T90 T120 QD NV-2 6.25"11.25"6.25"11.25"11.25"11.25" TYPE II (T2)TYPE III (T3)TYPE IV (T4)TYPE IVFORWARD(T4FTW) TYPE V (T5) OPTICS Silicone optics high photothermal stability and light output provides higher powered LEDs with minimized lumen depreciation LED life. UV and thermal stability with scratch resistance increases exterior application durability. IES Types TYPE V WIDE (T5W) NEMA 3 (N3) EPA EPA SGL D90 D180 T90 T120 QD NV-2-DP 0.89 1.22 1.78 1.96 1.91 1.96 NV-2-KM 0.69 1.18 1.38 1.85 2.68 1.85 NV-2-ASA 0.98 1.96 1.75 2.66 2.62 2.66 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS NV-2 AUTOMOTIVE DISTRIBUTIONS TYPE 4 AUTOMOTIVE FORWARD (T4AF) FORWARD VIEW TYPE 4 AUTOMOTIVE RIGHT (T4AR) BOTTOM VIEW TYPE 4 AUTOMOTIVE LEFT (T4AL) BOTTOM VIEW 5 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 2700K 70 CRI 3000K 70 CRI 3500K 80 CRI 4000K 70 CRI 5000K 70 CRIAMBER 585-600 nm LED KELVIN RANGE MULTIPLIERS FOR 70/80/90 CRI (Scaling Factor from 5000K 70 CRI) CCT 70 CRI 80 CRI 90 CRI 2700K 0.840 0.737 0.609 3000K 0.975 0.776 0.640 3500K 0.890 0.800 0.659 4000K 1.000 0.815 0.679 5000K 1.000 0.830 0.710 LUMEN MAINTENANCE DATA Ambient Temperature 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% 1050mA 48,000 143,000 94.3%89.5%87.2%78.5% *Reported extrapolations per IESNA TM-21 **Projected extrapolations per IESNA TM-21 6 Color Dominant or Peak Wavelength Range (nm) Minimum Maximum Amber 585 600 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS LUMEN CHART STANDARD SILICONE MICRO OPTICS PART NUMBER N3 LPW T2 LPW T3 LPW T4 LPW T5 LPW WATTAGE NV-2-80L-7-27K7 17257 103 18551 110 18120 108 17976 107 18695 111 168 NV-2-80L-7-27K8 16160 96 17372 103 16968 101 16834 100 17507 104 168 NV-2-80L-7-30K7 18816 112 19744 118 19218 114 18992 113 19713 117 168 NV-2-80L-7-30K8 17474 104 18336 109 17847 106 17637 105 18307 109 168 NV-2-80L-7-35K8 17474 104 18336 109 17847 106 17637 105 18307 109 168 NV-2-80L-7-40K7 19488 116 21000 125 20328 121 20160 120 21168 126 168 NV-2-80L-7-40K8 18038 107 19438 116 18816 112 18660 111 19593 117 168 NV-2-80L-7-50K7 19488 116 21000 125 20328 121 20160 120 21168 126 168 NV-2-80L-7-50K8 18038 107 19438 116 18816 112 18660 111 19593 117 168 NV-2-80L-1-27K7 27015 103 26790 102 26115 99 28816 110 28366 108 263 NV-2-80L-1-27K8 25298 96 25087 95 24455 93 26985 103 26563 101 263 NV-2-80L-1-30K7 29456 112 28141 107 27352 104 30245 115 29193 111 263 NV-2-80L-1-30K8 27355 104 26134 99 25401 97 28088 107 27111 103 263 NV-2-80L-1-35K8 27355 104 26134 99 25401 97 28088 107 27111 103 263 NV-2-80L-1-40K7 30508 116 30245 115 29456 112 32086 122 31297 119 263 NV-2-80L-1-40K8 28239 107 27995 106 27265 104 29699 113 28969 110 263 NV-2-80L-1-50K7 30508 116 30245 115 29456 112 33664 128 31297 119 263 NV-2-80L-1-50K8 28239 107 27995 106 27265 104 31160 118 28969 110 263 NV-2-96L-7-27K7 20544 103 22085 110 21571 108 21400 107 22256 111 200 NV-2-96L-7-27K8 19238 96 20681 103 20200 101 20040 100 20842 104 200 NV-2-96L-7-30K7 22400 112 23200 116 22600 113 22400 112 23400 117 200 NV-2-96L-7-30K8 20802 104 21545 108 20988 105 20802 104 21731 109 200 NV-2-96L-7-35K8 20802 104 21545 108 20988 105 20802 104 21731 109 200 NV-2-96L-7-40K7 23200 116 25000 125 24200 121 24000 120 25200 126 200 NV-2-96L-7-40K8 21474 107 23140 116 22400 112 22215 111 23326 117 200 NV-2-96L-7-50K7 23200 116 25000 125 24200 121 24000 120 25200 126 200 NV-2-96L-7-50K8 21474 107 23140 116 22400 112 22215 111 23326 117 200 NV-2-96L-1-27K7 32460 103 32189 102 31378 99 34623 110 34082 108 316 NV-2-96L-1-27K8 30397 96 30143 95 29384 93 32423 103 31916 101 316 NV-2-96L-1-30K7 35392 112 33812 107 32864 104 36340 115 35076 111 316 NV-2-96L-1-30K8 32868 104 31400 99 30520 97 33748 107 32574 103 316 NV-2-96L-1-35K8 32868 104 31400 99 30520 97 33748 107 32574 103 316 NV-2-96L-1-40K7 36656 116 36340 115 35392 112 38552 122 37604 119 316 NV-2-96L-1-40K8 33929 107 33637 106 32759 104 35684 113 34807 110 316 NV-2-96L-1-50K7 37920 120 37604 119 35392 112 40448 128 37604 119 316 NV-2-96L-1-50K8 35099 111 34807 110 32759 104 37439 118 34807 110 316 LUMEN CHARTS 7 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS LUMEN CHART STANDARD SILICONE MICRO OPTICS PART NUMBER N3 LPW T2 LPW T3 LPW T4 LPW T5 LPW WATTAGE NV-2-112L-7-27K7 24961 103 26833 110 26209 108 26001 107 27041 111 243 NV-2-112L-7-27K8 23375 96 25128 103 24543 101 24349 100 25322 104 243 NV-2-112L-7-30K7 27216 112 28188 116 27459 113 27216 112 28431 117 243 NV-2-112L-7-30K8 25275 104 26178 108 25501 105 25275 104 26403 109 243 NV-2-112L-7-35K8 25275 104 26178 108 25501 105 25275 104 26403 109 243 NV-2-112L-7-40K7 28188 116 30375 125 29403 121 29160 120 30618 126 243 NV-2-112L-7-40K8 26091 107 28116 116 27216 112 26991 111 28341 117 243 NV-2-112L-7-50K7 29160 120 30375 125 29403 121 29160 120 30618 126 243 NV-2-112L-7-50K8 26991 111 28116 116 27216 112 26991 111 28341 117 243 NV-2-112L-1-27K7 37596 103 37282 102 36342 99 40102 110 39475 108 366 NV-2-112L-1-27K8 35207 96 34913 95 34032 93 37553 103 36966 101 366 NV-2-112L-1-30K7 40992 112 39162 107 38064 104 42090 115 40626 111 366 NV-2-112L-1-30K8 38068 104 36369 99 35349 97 39088 107 37729 103 366 NV-2-112L-1-35K8 38068 104 36369 99 35349 97 39088 107 37729 103 366 NV-2-112L-1-40K7 42456 116 42090 115 40992 112 44652 122 43554 119 366 NV-2-112L-1-40K8 39298 107 38959 106 37943 104 41331 113 40314 110 366 NV-2-112L-1-50K7 43920 120 43554 119 40992 112 44652 122 43554 119 366 NV-2-112L-1-50K8 40653 111 40314 110 37943 104 41331 113 40314 110 366 NV-2-128L-35-27K7 16324 118 16188 117 15781 114 17413 126 17141 124 138 NV-2-128L-35-27K8 15287 111 15159 110 14778 107 16306 118 16051 116 138 NV-2-128L-35-30K7 17799 129 17004 123 16528 120 18276 132 17640 128 138 NV-2-128L-35-30K8 16529 120 15792 114 15349 111 16972 123 16382 119 138 NV-2-128L-35-35K8 16529 120 15792 114 15349 111 16972 123 16382 119 138 NV-2-128L-35-40K7 18435 134 18276 132 17799 129 19388 140 18911 137 138 NV-2-128L-35-40K8 17063 124 16916 123 16475 119 17946 130 17505 127 138 NV-2-128L-35-50K7 18435 134 18911 137 17799 129 19388 140 18911 137 138 8 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 9 LUMEN CHART STANDARD SILICONE MICRO OPTICS PART NUMBER N3 LPW T2 LPW T3 LPW T4 LPW T5 LPW WATTAGE NV-2-128L-35-50K8 17063 124 17505 127 16475 119 17946 130 17505 127 138 NV-2-128L-53-27K7 23006 111 22814 110 22240 107 24540 119 24157 117 207 NV-2-128L-53-27K8 21544 104 21365 103 20827 101 22980 111 22621 109 207 NV-2-128L-53-30K7 25084 121 23964 116 23292 113 25756 124 24860 120 207 NV-2-128L-53-30K8 23295 113 22255 108 21631 104 23919 116 23087 112 207 NV-2-128L-53-35K8 23295 113 22255 108 21631 104 23919 116 23087 112 207 NV-2-128L-53-40K7 25980 126 25757 124 25085 121 27324 132 26652 129 207 NV-2-128L-53-40K8 24048 116 23841 115 23219 112 25292 122 24670 119 207 NV-2-128L-53-50K7 25980 126 26652 129 25085 121 27324 132 26652 129 207 NV-2-128L-53-50K8 24048 116 24670 119 23219 112 25292 122 24670 119 207 NV-2-128L-7-27K7 27221 103 29262 110 28582 108 28355 107 29489 111 265 NV-2-128L-7-27K8 25491 96 27402 103 26766 101 26553 100 27615 104 265 NV-2-128L-7-30K7 29680 112 30740 116 29945 113 29680 112 31005 117 265 NV-2-128L-7-30K8 27563 104 28548 108 27809 105 27563 104 28794 109 265 NV-2-128L-7-35K8 27563 104 28548 108 27809 105 27563 104 28794 109 265 NV-2-128L-7-40K7 30740 116 33125 125 32065 121 31800 120 33390 126 265 NV-2-128L-7-40K8 28453 107 30661 116 29680 112 29435 111 30906 117 265 NV-2-128L-7-50K7 31800 120 33125 125 33390 126 31800 120 33390 126 265 NV-2-128L-7-50K8 29435 111 30661 116 30906 117 29435 111 30906 117 265 NV-2-128L-1-27K7 42012 103 41662 102 40613 99 44813 110 44113 108 409 NV-2-128L-1-27K8 39342 96 39014 95 38032 93 41965 103 41310 101 409 NV-2-128L-1-30K7 45808 112 43763 107 42536 104 47035 115 45399 111 409 NV-2-128L-1-30K8 42541 104 40642 99 39502 97 43680 107 42161 103 409 NV-2-128L-1-35K8 42541 104 40642 99 39502 97 43680 107 42161 103 409 NV-2-128L-1-40K7 47444 116 47035 115 45808 112 49898 122 48671 119 409 NV-2-128L-1-40K8 43915 107 43536 106 42401 104 46186 113 45051 110 409 NV-2-128L-1-50K7 47444 116 48671 119 45808 112 49898 122 48671 119 409 NV-2-128L-1-50K8 43915 107 45051 110 42401 104 46186 113 45051 110 409 NV-2-128L-12-27K7 49080 105 47614 102 46414 99 47214 101 48015 103 467 NV-2-128L-12-27K8 45961 98 44588 95 43464 93 44213 95 44964 96 467 NV-2-128L-12-30K7 52352 112 50015 107 48613 104 48144 103 50483 108 467 NV-2-128L-12-30K8 48618 104 46448 99 45146 97 44710 96 46883 100 467 NV-2-128L-12-35K8 48618 104 46448 99 45146 97 44710 96 46883 100 467 NV-2-128L-12-40K7 54222 116 53754 115 52353 112 51884 111 54222 116 467 NV-2-128L-12-40K8 50189 107 49756 107 48459 104 48025 103 50189 107 467 NV-2-128L-12-50K7 54222 116 53754 115 52353 112 51884 111 54222 116 467 NV-2-128L-12-50K8 50189 107 49756 107 48459 104 48025 103 50189 107 467 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 10 LUMEN CHART PERFORMANCE T4FTW SILICONE MICRO OPTICS PART NUMBER T4FTW LPW WATTAGE NV-2-80L-7-27K7 16248 95 171 NV-2-80L-7-27K8 15215 89 171 NV-2-80L-7-30K7 17567 103 171 NV-2-80L-7-30K8 16314 95 171 NV-2-80L-7-35K8 16314 95 171 NV-2-80L-7-40K7 18981 111 171 NV-2-80L-7-40K8 17569 103 171 NV-2-80L-7-50K7 18981 111 171 NV-2-80L-7-50K8 17569 103 171 NV-2-80L-1-27K7 23796 93 256 NV-2-80L-1-27K8 22284 87 256 NV-2-80L-1-30K7 25728 101 256 NV-2-80L-1-30K8 23893 93 256 NV-2-80L-1-35K8 23893 93 256 NV-2-80L-1-40K7 27799 109 256 NV-2-80L-1-40K8 25731 101 256 NV-2-80L-1-50K7 27799 109 256 NV-2-80L-1-50K8 25731 101 256 NV-2-96L-7-27K7 17016 88 193 NV-2-96L-7-27K8 15935 83 193 NV-2-96L-7-30K7 18398 95 193 NV-2-96L-7-30K8 17086 89 193 NV-2-96L-7-35K8 17086 89 193 NV-2-96L-7-40K7 19879 103 193 NV-2-96L-7-40K8 18400 95 193 NV-2-96L-7-50K7 19879 103 193 NV-2-96L-7-50K8 18400 95 193 NV-2-96L-1A-27K7 24984 86 289 NV-2-96L-1A-27K8 23396 81 289 NV-2-96L-1A-30K7 27013 93 289 NV-2-96L-1A-30K8 25086 87 289 NV-2-96L-1A-35K8 25086 87 289 NV-2-96L-1A-40K7 29187 101 289 NV-2-96L-1A-40K8 27016 93 289 NV-2-96L-1A-50K7 29187 101 289 NV-2-96L-1A-50K8 27016 93 289 LUMEN CHART PERFORMANCE T5W SILICONE MICRO OPTICS PART NUMBER T5W LPW WATTAGE NV-2-80L-7-27K7 19761 116 171 NV-2-80L-7-27K8 18505 108 171 NV-2-80L-7-30K7 21365 125 171 NV-2-80L-7-30K8 19841 116 171 NV-2-80L-7-35K8 19841 116 171 NV-2-80L-7-40K7 23085 135 171 NV-2-80L-7-40K8 21368 125 171 NV-2-80L-7-50K7 23085 135 171 NV-2-80L-7-50K8 21368 125 171 NV-2-80L-1-27K7 27062 106 256 NV-2-80L-1-27K8 25342 99 256 NV-2-80L-1-30K7 29259 114 256 NV-2-80L-1-30K8 27172 106 256 NV-2-80L-1-35K8 27172 106 256 NV-2-80L-1-40K7 31614 123 256 NV-2-80L-1-40K8 29262 114 256 NV-2-80L-1-50K7 31614 123 256 NV-2-80L-1-50K8 29262 114 256 NV-2-96L-7-27K7 22799 118 193 NV-2-96L-7-27K8 21350 111 193 NV-2-96L-7-30K7 24650 128 193 NV-2-96L-7-30K8 22892 119 193 NV-2-96L-7-35K8 22892 119 193 NV-2-96L-7-40K7 26634 138 193 NV-2-96L-7-40K8 24653 128 193 NV-2-96L-7-50K7 26634 138 193 NV-2-96L-7-50K8 24653 128 193 NV-2-96L-1A-27K7 31192 108 290 NV-2-96L-1A-27K8 29210 101 290 NV-2-96L-1A-30K7 33724 116 290 NV-2-96L-1A-30K8 31319 108 290 NV-2-96L-1A-35K8 31319 108 290 NV-2-96L-1A-40K7 36439 126 290 NV-2-96L-1A-40K8 33729 116 290 NV-2-96L-1A-50K7 36439 126 290 NV-2-96L-1A-50K8 33729 116 290 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS LUMEN CHART PERFORMANCE T4FTW SILICONE MICRO OPTICS PART NUMBER T4FTW LPW WATTAGE NV-2-112L-7-27K7 21217 87 243 NV-2-112L-7-27K8 19869 82 243 NV-2-112L-7-30K7 22939 94 243 NV-2-112L-7-30K8 21303 88 243 NV-2-112L-7-35K8 21303 88 243 NV-2-112L-7-40K7 24786 102 243 NV-2-112L-7-40K8 22942 94 243 NV-2-112L-7-50K7 24786 102 243 NV-2-112L-7-50K8 22942 94 243 NV-2-112L-1-27K7 30391 85 357 NV-2-112L-1-27K8 28460 80 357 NV-2-112L-1-30K7 32858 92 357 NV-2-112L-1-30K8 30515 85 357 NV-2-112L-1-35K8 30515 85 357 NV-2-112L-1-40K7 35504 99 357 NV-2-112L-1-40K8 32863 92 357 NV-2-112L-1-50K7 35504 99 357 NV-2-112L-1-50K8 32863 92 357 NV-2-128L-35-27K7 15233 110 138 NV-2-128L-35-27K8 14265 103 138 NV-2-128L-35-30K7 16469 119 138 NV-2-128L-35-30K8 15294 111 138 NV-2-128L-35-35K8 15294 111 138 NV-2-128L-35-40K7 17795 129 138 NV-2-128L-35-40K8 16471 119 138 NV-2-128L-35-50K7 17795 129 138 NV-2-128L-35-50K8 16471 119 138 NV-2-128L-53-27K7 21795 105 207 NV-2-128L-53-27K8 20410 99 207 NV-2-128L-53-30K7 23564 114 207 NV-2-128L-53-30K8 21883 106 207 NV-2-128L-53-35K8 21883 106 207 NV-2-128L-53-40K7 25461 123 207 NV-2-128L-53-40K8 23567 114 207 NV-2-128L-53-50K7 25461 123 207 NV-2-128L-53-50K8 23567 114 207 LUMEN CHART PERFORMANCE T5W SILICONE MICRO OPTICS PART NUMBER T5W LPW WATTAGE NV-2-112L-7-27K7 27873 115 243 NV-2-112L-7-27K8 26102 107 243 NV-2-112L-7-30K7 30136 124 243 NV-2-112L-7-30K8 27987 115 243 NV-2-112L-7-35K8 27987 115 243 NV-2-112L-7-40K7 32562 134 243 NV-2-112L-7-40K8 30140 124 243 NV-2-112L-7-50K7 32562 134 243 NV-2-112L-7-50K8 30140 124 243 NV-2-112L-1-27K7 38244 105 365 NV-2-112L-1-27K8 35814 98 365 NV-2-112L-1-30K7 41349 113 365 NV-2-112L-1-30K8 38400 105 365 NV-2-112L-1-35K8 38400 105 365 NV-2-112L-1-40K7 44678 122 365 NV-2-112L-1-40K8 41355 113 365 NV-2-112L-1-50K7 44678 122 365 NV-2-112L-1-50K8 41355 113 365 NV-2-128L-35-27K7 17326 127 136 NV-2-128L-35-27K8 16225 119 136 NV-2-128L-35-30K7 18733 138 136 NV-2-128L-35-30K8 17397 128 136 NV-2-128L-35-35K8 17397 128 136 NV-2-128L-35-40K7 20241 149 136 NV-2-128L-35-40K8 18735 138 136 NV-2-128L-35-50K7 20241 149 136 NV-2-128L-35-50K8 18735 138 136 NV-2-128L-53-27K7 26852 130 207 NV-2-128L-53-27K8 25145 121 207 NV-2-128L-53-30K7 29032 140 207 NV-2-128L-53-30K8 26961 130 207 NV-2-128L-53-35K8 26961 130 207 NV-2-128L-53-40K7 31369 152 207 NV-2-128L-53-40K8 29036 140 207 NV-2-128L-53-50K7 31369 152 207 NV-2-128L-53-50K8 29036 140 207 11 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 12 LUMEN CHART PERFORMANCE T4FTW SILICONE MICRO OPTICS PART NUMBER T4FTW LPW WATTAGE NV-2-128L-7-27K7 27142 100 271 NV-2-128L-7-27K8 25417 94 271 NV-2-128L-7-30K7 29346 108 271 NV-2-128L-7-30K8 27253 101 271 NV-2-128L-7-35K8 27253 101 271 NV-2-128L-7-40K7 31708 117 271 NV-2-128L-7-40K8 29349 108 271 NV-2-128L-7-50K7 31708 117 271 NV-2-128L-7-50K8 29349 108 271 NV-2-128L-1-27K7 40431 99 410 NV-2-128L-1-27K8 37862 92 410 NV-2-128L-1-30K7 43714 107 410 NV-2-128L-1-30K8 40596 99 410 NV-2-128L-1-35K8 40596 99 410 NV-2-128L-1-40K7 47233 115 410 NV-2-128L-1-40K8 43720 107 410 NV-2-128L-1-50K7 47233 115 410 NV-2-128L-1-50K8 43720 107 410 NV-2-128L-12-27K7 41574 89 467 NV-2-128L-12-27K8 38932 83 467 NV-2-128L-12-30K7 44950 96 467 NV-2-128L-12-30K8 41744 89 467 NV-2-128L-12-35K8 41744 89 467 NV-2-128L-12-40K7 48568 104 467 NV-2-128L-12-40K8 44955 96 467 NV-2-128L-12-50K7 48568 104 467 NV-2-128L-12-50K8 44955 96 467 LUMEN CHART PERFORMANCE T5W SILICONE MICRO OPTICS PART NUMBER T5W LPW WATTAGE NV-2-128L-7-27K7 33396 122 274 NV-2-128L-7-27K8 31274 114 274 NV-2-128L-7-30K7 36107 132 274 NV-2-128L-7-30K8 33532 122 274 NV-2-128L-7-35K8 33532 122 274 NV-2-128L-7-40K7 39014 142 274 NV-2-128L-7-40K8 36112 132 274 NV-2-128L-7-50K7 39014 142 274 NV-2-128L-7-50K8 36112 132 274 NV-2-128L-1-27K7 45473 111 409 NV-2-128L-1-27K8 42583 104 409 NV-2-128L-1-30K7 49165 120 409 NV-2-128L-1-30K8 45659 112 409 NV-2-128L-1-35K8 45659 112 409 NV-2-128L-1-40K7 53123 130 409 NV-2-128L-1-40K8 49171 120 409 NV-2-128L-1-50K7 53123 130 409 NV-2-128L-1-50K8 49171 120 409 NV-2-128L-12-27K7 46771 100 467 NV-2-128L-12-27K8 43799 94 467 NV-2-128L-12-30K7 50568 108 467 NV-2-128L-12-30K8 46961 101 467 NV-2-128L-12-35K8 46961 101 467 NV-2-128L-12-40K7 54639 117 467 NV-2-128L-12-40K8 50575 108 467 NV-2-128L-12-50K7 54639 117 467 NV-2-128L-12-50K8 50575 108 467 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS LUMEN CHART T4AF AUTOMOTIVE FORWARD PART NUMBER T4AF LPW WATTAGE NV-2-128L-35-27K7 13937 102 136 NV-2-128L-35-27K8 12228 90 136 NV-2-128L-35-30K7 16177 119 136 NV-2-128L-35-30K8 12875 95 136 NV-2-128L-35-35K8 13274 98 136 NV-2-128L-35-40K7 16592 122 136 NV-2-128L-35-40K8 13771 101 136 NV-2-128L-35-50K7 16592 122 136 NV-2-128L-35-50K8 13771 101 136 NV-2-128L-53-27K7 20073 97 206 NV-2-128L-53-27K8 17611 85 206 NV-2-128L-53-30K7 23299 113 206 NV-2-128L-53-30K8 18543 90 206 NV-2-128L-53-35K8 19117 93 206 NV-2-128L-53-40K7 23896 116 206 NV-2-128L-53-40K8 19834 96 206 NV-2-128L-53-50K7 23896 116 206 NV-2-128L-53-50K8 19834 96 206 NV-2-128L-7-27K7 25225 92 273 NV-2-128L-7-27K8 22132 81 273 NV-2-128L-7-30K7 29279 107 273 NV-2-128L-7-30K8 23303 85 273 NV-2-128L-7-35K8 24024 88 273 NV-2-128L-7-40K7 30030 110 273 NV-2-128L-7-40K8 24925 91 273 NV-2-128L-7-50K7 30030 110 273 NV-2-128L-7-50K8 24925 91 273 NV-2-128L-85-27K7 30306 92 331 NV-2-128L-85-27K8 26590 80 331 NV-2-128L-85-30K7 35177 106 331 NV-2-128L-85-30K8 27997 85 331 NV-2-128L-85-35K8 28863 87 331 NV-2-128L-85-40K7 36079 109 331 NV-2-128L-85-40K8 29946 90 331 NV-2-128L-85-50K7 36079 109 331 NV-2-128L-85-50K8 29946 90 331 NV-2-128L-1-27K7 37040 91 409 NV-2-128L-1-27K8 32498 79 409 NV-2-128L-1-30K7 42993 105 409 NV-2-128L-1-30K8 34218 84 409 NV-2-128L-1-35K8 35276 86 409 NV-2-128L-1-40K7 44095 108 409 NV-2-128L-1-40K8 36599 89 409 NV-2-128L-1-50K7 44095 108 409 NV-2-128L-1-50K8 36599 89 409 NV-2-128L-12-27K7 42331 91 467 NV-2-128L-12-27K8 37140 80 467 NV-2-128L-12-30K7 49134 105 467 NV-2-128L-12-30K8 39106 84 467 NV-2-128L-12-35K8 40315 86 467 NV-2-128L-12-40K7 50394 108 467 NV-2-128L-12-40K8 41827 90 467 NV-2-128L-12-50K7 50394 108 467 NV-2-128L-12-50K8 41827 90 467 LUMEN CHART T4AL AUTOMOTIVE LEFT PART NUMBER T4AF LPW WATTAGE NV-2-128L-35-27K7 14394 106 136 NV-2-128L-35-27K8 12629 93 136 NV-2-128L-35-30K7 16708 123 136 NV-2-128L-35-30K8 13298 98 136 NV-2-128L-35-35K8 13709 101 136 NV-2-128L-35-40K7 17136 126 136 NV-2-128L-35-40K8 14223 105 136 NV-2-128L-35-50K7 17136 126 136 NV-2-128L-35-50K8 14223 105 136 NV-2-128L-53-27K7 20765 101 206 NV-2-128L-53-27K8 18219 88 206 NV-2-128L-53-30K7 24102 117 206 NV-2-128L-53-30K8 19183 93 206 NV-2-128L-53-35K8 19776 96 206 NV-2-128L-53-40K7 24720 120 206 NV-2-128L-53-40K8 20518 100 206 NV-2-128L-53-50K7 24720 120 206 NV-2-128L-53-50K8 20518 100 206 NV-2-128L-7-27K7 26142 96 273 NV-2-128L-7-27K8 22937 84 273 NV-2-128L-7-30K7 30344 111 273 NV-2-128L-7-30K8 24151 88 273 NV-2-128L-7-35K8 24898 91 273 NV-2-128L-7-40K7 31122 114 273 NV-2-128L-7-40K8 25831 95 273 NV-2-128L-7-50K7 31122 114 273 NV-2-128L-7-50K8 25831 95 273 NV-2-128L-85-27K7 31419 95 331 NV-2-128L-85-27K8 27566 83 331 NV-2-128L-85-30K7 36468 110 331 NV-2-128L-85-30K8 29025 88 331 NV-2-128L-85-35K8 29922 90 331 NV-2-128L-85-40K7 37403 113 331 NV-2-128L-85-40K8 31044 94 331 NV-2-128L-85-50K7 37403 113 331 NV-2-128L-85-50K8 31044 94 331 NV-2-128L-1-27K7 38329 94 409 NV-2-128L-1-27K8 33629 82 409 NV-2-128L-1-30K7 44489 109 409 NV-2-128L-1-30K8 35409 87 409 NV-2-128L-1-35K8 36504 89 409 NV-2-128L-1-40K7 45630 112 409 NV-2-128L-1-40K8 37873 93 409 NV-2-128L-1-50K7 45630 112 409 NV-2-128L-1-50K8 37873 93 409 NV-2-128L-12-27K7 43805 94 467 NV-2-128L-12-27K8 38434 82 467 NV-2-128L-12-30K7 50845 109 467 NV-2-128L-12-30K8 40468 87 467 NV-2-128L-12-35K8 41719 89 467 NV-2-128L-12-40K7 52149 112 467 NV-2-128L-12-40K8 43284 93 467 NV-2-128L-12-50K7 52149 112 467 NV-2-128L-12-50K8 43284 93 467 LUMEN CHART T4AR AUTOMOTIVE RIGHT PART NUMBER T4AF LPW WATTAGE NV-2-128L-35-27K7 14394 106 136 NV-2-128L-35-27K8 12629 93 136 NV-2-128L-35-30K7 16708 123 136 NV-2-128L-35-30K8 13298 98 136 NV-2-128L-35-35K8 13709 101 136 NV-2-128L-35-40K7 17136 126 136 NV-2-128L-35-40K8 14223 105 136 NV-2-128L-35-50K7 17136 126 136 NV-2-128L-35-50K8 14223 105 136 NV-2-128L-53-27K7 20765 101 206 NV-2-128L-53-27K8 18219 88 206 NV-2-128L-53-30K7 24102 117 206 NV-2-128L-53-30K8 19183 93 206 NV-2-128L-53-35K8 19776 96 206 NV-2-128L-53-40K7 24720 120 206 NV-2-128L-53-40K8 20518 100 206 NV-2-128L-53-50K7 24720 120 206 NV-2-128L-53-50K8 20518 100 206 NV-2-128L-7-27K7 26142 96 273 NV-2-128L-7-27K8 22937 84 273 NV-2-128L-7-30K7 30344 111 273 NV-2-128L-7-30K8 24151 88 273 NV-2-128L-7-35K8 24898 91 273 NV-2-128L-7-40K7 31122 114 273 NV-2-128L-7-40K8 25831 95 273 NV-2-128L-7-50K7 31122 114 273 NV-2-128L-7-50K8 25831 95 273 NV-2-128L-85-27K7 31419 95 331 NV-2-128L-85-27K8 27566 83 331 NV-2-128L-85-30K7 36468 110 331 NV-2-128L-85-30K8 29025 88 331 NV-2-128L-85-35K8 29922 90 331 NV-2-128L-85-40K7 37403 113 331 NV-2-128L-85-40K8 31044 94 331 NV-2-128L-85-50K7 37403 113 331 NV-2-128L-85-50K8 31044 94 331 NV-2-128L-1-27K7 38329 94 409 NV-2-128L-1-27K8 33629 82 409 NV-2-128L-1-30K7 44489 109 409 NV-2-128L-1-30K8 35409 87 409 NV-2-128L-1-35K8 36504 89 409 NV-2-128L-1-40K7 45630 112 409 NV-2-128L-1-40K8 37873 93 409 NV-2-128L-1-50K7 45630 112 409 NV-2-128L-1-50K8 37873 93 409 NV-2-128L-12-27K7 43805 94 467 NV-2-128L-12-27K8 38434 82 467 NV-2-128L-12-30K7 50845 109 467 NV-2-128L-12-30K8 40468 87 467 NV-2-128L-12-35K8 41719 89 467 NV-2-128L-12-40K7 52149 112 467 NV-2-128L-12-40K8 43284 93 467 NV-2-128L-12-50K7 52149 112 467 NV-2-128L-12-50K8 43284 93 467 13 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS LUMEN CHART STANDARD SILICONE MICRO OPTICS W/HSS PART NUMBER T2 HSS LPW T3 HSS LPW T4 HSS LPW WATTAGE NV-2-80L-7-27K7-HSS 12131 72 11692 70 11752 70 168 NV-2-80L-7-27K8-HSS 11360 68 10949 65 11005 66 168 NV-2-80L-7-30K7-HSS 13116 78 12642 75 12706 76 168 NV-2-80L-7-30K8-HSS 12181 73 11740 70 11800 70 168 NV-2-80L-7-35K8-HSS 12181 73 11740 70 11800 70 168 NV-2-80L-7-40K7-HSS 14172 84 13659 81 13729 82 168 NV-2-80L-7-40K8-HSS 13118 78 12643 75 12708 76 168 NV-2-80L-7-50K7-HSS 14172 84 13659 81 13729 82 168 NV-2-80L-7-50K8-HSS 13118 78 12643 75 12708 76 168 NV-2-80L-1-27K7-HSS 18197 69 17538 67 17628 67 263 NV-2-80L-1-27K8-HSS 17041 65 16423 62 16508 63 263 NV-2-80L-1-30K7-HSS 19674 75 18962 72 19060 72 263 NV-2-80L-1-30K8-HSS 18271 69 17610 67 17701 67 263 NV-2-80L-1-35K8-HSS 18271 69 17610 67 17701 67 263 NV-2-80L-1-40K7-HSS 21258 81 20489 78 20594 78 263 NV-2-80L-1-40K8-HSS 19677 75 18965 72 19062 72 263 NV-2-80L-1-50K7-HSS 21258 81 20489 78 20594 78 263 NV-2-80L-1-50K8-HSS 19677 75 18965 72 19062 72 263 NV-2-96L-7-27K7-HSS 14557 73 14031 70 14103 71 200 NV-2-96L-7-27K8-HSS 13632 68 13139 66 13207 66 200 NV-2-96L-7-30K7-HSS 15740 79 15170 76 15248 76 200 NV-2-96L-7-30K8-HSS 14617 73 14088 70 14160 71 200 NV-2-96L-7-35K8-HSS 14617 73 14088 70 14160 71 200 NV-2-96L-7-40K7-HSS 17007 85 16391 82 16475 82 200 NV-2-96L-7-40K8-HSS 15742 79 15172 76 15250 76 200 NV-2-96L-7-50K7-HSS 17007 85 16391 82 16475 82 200 NV-2-96L-7-50K8-HSS 15742 79 15172 76 15250 76 200 NV-2-96L-1-27K7-HSS 21836 69 21046 67 21154 67 316 NV-2-96L-1-27K8-HSS 20448 65 19708 62 19810 63 316 NV-2-96L-1-30K7-HSS 23609 75 22755 72 22871 72 316 NV-2-96L-1-30K8-HSS 21925 69 21132 67 21240 67 316 NV-2-96L-1-35K8-HSS 21925 69 21132 67 21240 67 316 NV-2-96L-1-40K7-HSS 25510 81 24587 78 24713 78 316 NV-2-96L-1-40K8-HSS 23612 75 22758 72 22875 72 316 NV-2-96L-1-50K7-HSS 25510 81 24587 78 24713 78 316 NV-2-96L-1-50K8-HSS 23612 75 22758 72 22875 72 316 HSS LUMEN CHARTS 14 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS LUMEN CHART STANDARD SILICONE MICRO OPTICS PART NUMBER T2 HSS LPW T3 HSS LPW T4 HSS LPW WATTAGE NV-2-112L-7-27K7-HSS 16984 70 16369 67 16453 68 243 NV-2-112L-7-27K8-HSS 15905 65 15329 63 15407 63 243 NV-2-112L-7-30K7-HSS 18363 76 17698 73 17789 73 243 NV-2-112L-7-30K8-HSS 17053 70 16436 68 16520 68 243 NV-2-112L-7-35K8-HSS 17053 70 16436 68 16520 68 243 NV-2-112L-7-40K7-HSS 19841 82 19123 79 19221 79 243 NV-2-112L-7-40K8-HSS 18365 76 17701 73 17791 73 243 NV-2-112L-7-50K7-HSS 19841 82 19123 79 19221 79 243 NV-2-112L-7-50K8-HSS 18365 76 17701 73 17791 73 243 NV-2-112L-1-27K7-HSS 25476 70 24554 67 24679 67 366 NV-2-112L-1-27K8-HSS 23857 65 22994 63 23111 63 366 NV-2-112L-1-30K7-HSS 27544 75 26547 73 26683 73 366 NV-2-112L-1-30K8-HSS 25580 70 24654 67 24780 68 366 NV-2-112L-1-35K8-HSS 25580 70 24654 67 24780 68 366 NV-2-112L-1-40K7-HSS 29761 81 28684 78 28831 79 366 NV-2-112L-1-40K8-HSS 27547 75 26550 73 26686 73 366 NV-2-112L-1-50K7-HSS 29761 81 28684 78 28831 79 366 NV-2-112L-1-50K8-HSS 27547 75 26550 73 26686 73 366 15 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS LUMEN CHART STANDARD SILICONE MICRO OPTICS W/HSS PART NUMBER T2 HSS LPW T3 HSS LPW T4 HSS LPW WATTAGE NV-2-128L-35-27K7-HSS 11313 82 10903 79 10959 79 138 NV-2-128L-35-27K8-HSS 10594 77 10211 74 10263 74 138 NV-2-128L-35-30K7-HSS 12231 89 11789 85 11849 86 138 NV-2-128L-35-30K8-HSS 11359 82 10948 79 11004 80 138 NV-2-128L-35-35K8-HSS 11359 82 10948 79 11004 80 138 NV-2-128L-35-40K7-HSS 13216 96 12738 92 12803 93 138 NV-2-128L-35-40K8-HSS 12233 89 11790 85 11851 86 138 NV-2-128L-35-50K7-HSS 13216 96 12738 92 12803 93 138 NV-2-128L-35-50K8-HSS 12233 89 11790 85 11851 86 138 NV-2-128L-53-27K7-HSS 15944 77 15366 74 15445 75 207 NV-2-128L-53-27K8-HSS 14930 72 14390 70 14464 70 207 NV-2-128L-53-30K7-HSS 17238 83 16614 80 16699 81 207 NV-2-128L-53-30K8-HSS 16008 77 15429 75 15508 75 207 NV-2-128L-53-35K8-HSS 16008 77 15429 75 15508 75 207 NV-2-128L-53-40K7-HSS 18626 90 17952 87 18044 87 207 NV-2-128L-53-40K8-HSS 17240 83 16616 80 16701 81 207 NV-2-128L-53-50K7-HSS 18626 90 17952 87 18044 87 207 NV-2-128L-53-50K8-HSS 17240 83 16616 80 16701 81 207 NV-2-128L-7-27K7-HSS 19410 73 18707 71 18803 71 265 NV-2-128L-7-27K8-HSS 18176 69 17518 66 17608 66 265 NV-2-128L-7-30K7-HSS 20986 79 20226 76 20330 77 265 NV-2-128L-7-30K8-HSS 19489 74 18783 71 18880 71 265 NV-2-128L-7-35K8-HSS 19489 74 18783 71 18880 71 265 NV-2-128L-7-40K7-HSS 22675 86 21855 82 21967 83 265 NV-2-128L-7-40K8-HSS 20988 79 20229 76 20333 77 265 NV-2-128L-7-50K7-HSS 22675 86 21855 82 21967 83 265 NV-2-128L-7-50K8-HSS 20988 79 20229 76 20333 77 265 NV-2-128L-1-27K7-HSS 29115 71 28061 69 28205 69 409 NV-2-128L-1-27K8-HSS 27265 67 26278 64 26413 65 409 NV-2-128L-1-30K7-HSS 31479 77 30340 74 30495 75 409 NV-2-128L-1-30K8-HSS 29234 71 28176 69 28320 69 409 NV-2-128L-1-35K8-HSS 29234 71 28176 69 28320 69 409 NV-2-128L-1-40K7-HSS 34013 83 32782 80 32950 81 409 NV-2-128L-1-40K8-HSS 31483 77 30344 74 30499 75 409 NV-2-128L-1-50K7-HSS 34013 83 32782 80 32950 81 409 NV-2-128L-1-50K8-HSS 31483 77 30344 74 30499 75 409 16 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS LUMEN CHART PERFORMANCE T4FTW SILICONE MICRO OPTICS W/HSS PART NUMBER T4FTW-HSS LPW WATTAGE NV-2-80L-7-27K7-HSS 12003 70 171 NV-2-80L-7-27K8-HSS 11240 66 171 NV-2-80L-7-30K7-HSS 12977 76 171 NV-2-80L-7-30K8-HSS 12051 70 171 NV-2-80L-7-35K8-HSS 12051 70 171 NV-2-80L-7-40K7-HSS 14022 82 171 NV-2-80L-7-40K8-HSS 12979 76 171 NV-2-80L-7-50K7-HSS 14022 82 171 NV-2-80L-7-50K8-HSS 12979 76 171 NV-2-80L-1-27K7-HSS 17531 68 256 NV-2-80L-1-27K8-HSS 16417 64 256 NV-2-80L-1-30K7-HSS 18954 74 256 NV-2-80L-1-30K8-HSS 17602 69 256 NV-2-80L-1-35K8-HSS 17602 69 256 NV-2-80L-1-40K7-HSS 20480 80 256 NV-2-80L-1-40K8-HSS 18957 74 256 NV-2-80L-1-50K7-HSS 20480 80 256 NV-2-80L-1-50K8-HSS 18957 74 256 NV-2-96L-7-27K7-HSS 12225 63 193 NV-2-96L-7-27K8-HSS 11448 59 193 NV-2-96L-7-30K7-HSS 13218 68 193 NV-2-96L-7-30K8-HSS 12275 64 193 NV-2-96L-7-35K8-HSS 12275 64 193 NV-2-96L-7-40K7-HSS 14282 74 193 NV-2-96L-7-40K8-HSS 13220 68 193 NV-2-96L-7-50K7-HSS 14282 74 193 NV-2-96L-7-50K8-HSS 13220 68 193 NV-2-96L-1-27K7-HSS 17873 62 290 NV-2-96L-1-27K8-HSS 16737 58 290 NV-2-96L-1-30K7-HSS 19324 67 290 NV-2-96L-1-30K8-HSS 17946 62 290 NV-2-96L-1-35K8-HSS 17946 62 290 NV-2-96L-1-40K7-HSS 20880 72 290 NV-2-96L-1-40K8-HSS 19327 67 290 NV-2-96L-1-50K7-HSS 20880 72 290 NV-2-96L-1-50K8-HSS 19327 67 290 LUMEN CHART PERFORMANCE T5W SILICONE MICRO OPTICS PART NUMBER T4FTW-HSS LPW WATTAGE NV-2-112L-7-27K7-HSS 15185 62 243 NV-2-112L-7-27K8-HSS 14220 59 243 NV-2-112L-7-30K7-HSS 16417 68 243 NV-2-112L-7-30K8-HSS 15246 63 243 NV-2-112L-7-35K8-HSS 15246 63 243 NV-2-112L-7-40K7-HSS 17739 73 243 NV-2-112L-7-40K8-HSS 16420 68 243 NV-2-112L-7-50K7-HSS 17739 73 243 NV-2-112L-7-50K8-HSS 16420 68 243 NV-2-112L-1-27K7-HSS 21636 61 356 NV-2-112L-1-27K8-HSS 20261 57 356 NV-2-112L-1-30K7-HSS 23393 66 356 NV-2-112L-1-30K8-HSS 21725 61 356 NV-2-112L-1-35K8-HSS 21725 61 356 NV-2-112L-1-40K7-HSS 25276 71 356 NV-2-112L-1-40K8-HSS 23396 66 356 NV-2-112L-1-50K7-HSS 25276 71 356 NV-2-112L-1-50K8-HSS 23396 66 356 NV-2-128L-35-27K7-HSS 10632 77 138 NV-2-128L-35-27K8-HSS 9956 72 138 NV-2-128L-35-30K7-HSS 11495 83 138 NV-2-128L-35-30K8-HSS 10675 77 138 NV-2-128L-35-35K8-HSS 10675 77 138 NV-2-128L-35-40K7-HSS 12420 90 138 NV-2-128L-35-40K8-HSS 11496 83 138 NV-2-128L-35-50K7-HSS 12420 90 138 NV-2-128L-35-50K8-HSS 11496 83 138 NV-2-128L-53-27K7-HSS 14884 72 207 NV-2-128L-53-27K8-HSS 13938 67 207 NV-2-128L-53-30K7-HSS 16093 78 207 NV-2-128L-53-30K8-HSS 14945 72 207 NV-2-128L-53-35K8-HSS 14945 72 207 NV-2-128L-53-40K7-HSS 17388 84 207 NV-2-128L-53-40K8-HSS 16095 78 207 NV-2-128L-53-50K7-HSS 17388 84 207 NV-2-128L-53-50K8-HSS 16095 78 207 17 LUMEN CHART PERFORMANCE T4FTW SILICONE MICRO OPTICS W/HSS PART NUMBER T4FTW-HSS LPW WATTAGE NV-2-128L-7-27K7-HSS 18094 67 271 NV-2-128L-7-27K8-HSS 16944 63 271 NV-2-128L-7-30K7-HSS 19563 72 271 NV-2-128L-7-30K8-HSS 18168 67 271 NV-2-128L-7-35K8-HSS 18168 67 271 NV-2-128L-7-40K7-HSS 21138 78 271 NV-2-128L-7-40K8-HSS 19566 72 271 NV-2-128L-7-50K7-HSS 21138 78 271 NV-2-128L-7-50K8-HSS 19566 72 271 NV-2-128L-85-27K7-HSS 21949 66 333 NV-2-128L-85-27K8-HSS 20554 62 333 NV-2-128L-85-30K7-HSS 23731 71 333 NV-2-128L-85-30K8-HSS 22038 66 333 NV-2-128L-85-35K8-HSS 22038 66 333 NV-2-128L-85-40K7-HSS 25641 77 333 NV-2-128L-85-40K8-HSS 23734 71 333 NV-2-128L-85-50K7-HSS 25641 77 333 NV-2-128L-85-50K8-HSS 23734 71 333 NV-2-128L-1-27K7-HSS 26751 65 409 NV-2-128L-1-27K8-HSS 25051 61 409 NV-2-128L-1-30K7-HSS 28923 71 409 NV-2-128L-1-30K8-HSS 26860 66 409 NV-2-128L-1-35K8-HSS 26860 66 409 NV-2-128L-1-40K7-HSS 31251 76 409 NV-2-128L-1-40K8-HSS 28926 71 409 NV-2-128L-1-50K7-HSS 31251 76 409 NV-2-128L-1-50K8-HSS 28926 71 409 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS BUG RATING CHART STANDARD SILICONE MICRO OPTICS PART NUMBER N3 T2 T3 T4 T5 NV-2-80L-7-27K7 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-80L-7-27K8 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-80L-7-30K7 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-80L-7-30K8 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-80L-7-35K8 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-80L-7-40K7 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-80L-7-40K8 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-80L-7-50K7 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-80L-7-50K8 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-80L-1-27K7 B5-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B5-U0-G3 NV-2-80L-1-27K8 B5-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B5-U0-G3 NV-2-80L-1-30K7 B5-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B5-U0-G3 NV-2-80L-1-30K8 B5-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B5-U0-G3 NV-2-80L-1-35K8 B5-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B5-U0-G3 NV-2-80L-1-40K7 B5-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B5-U0-G3 NV-2-80L-1-40K8 B5-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B5-U0-G3 NV-2-80L-1-50K7 B5-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B5-U0-G3 NV-2-80L-1-50K8 B5-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B5-U0-G3 NV-2-96L-7-27K7 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-96L-7-27K8 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-96L-7-30K7 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-96L-7-30K8 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-96L-7-35K8 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-96L-7-40K7 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-96L-7-40K8 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-96L-7-50K7 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-96L-7-50K8 B5-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B5-U0-G3 NV-2-96L-1-27K7 B5-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B5-U0-G4 NV-2-96L-1-27K8 B5-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B5-U0-G4 NV-2-96L-1-30K7 B5-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B5-U0-G4 NV-2-96L-1-30K8 B5-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B5-U0-G4 NV-2-96L-1-35K8 B5-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B5-U0-G4 NV-2-96L-1-40K7 B5-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B5-U0-G4 NV-2-96L-1-40K8 B5-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B5-U0-G4 NV-2-96L-1-50K7 B5-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B5-U0-G4 NV-2-96L-1-50K8 B5-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B5-U0-G4 NV-2-112L-7-27K7 B5-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 B5-U0-G3 NV-2-112L-7-27K8 B5-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 B5-U0-G3 NV-2-112L-7-30K7 B5-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 B5-U0-G3 NV-2-112L-7-30K8 B5-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 B5-U0-G3 BUG RATINGS 18 BUG RATING CHART STANDARD SILICONE MICRO OPTICS PART NUMBER N3 T2 T3 T4 T5 NV-2-112L-7-35K8 B5-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 B5-U0-G3 NV-2-112L-7-40K7 B5-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 B5-U0-G3 NV-2-112L-7-40K8 B5-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 B5-U0-G3 NV-2-112L-7-50K7 B5-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 B5-U0-G3 NV-2-112L-7-50K8 B5-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 B5-U0-G3 NV-2-112L-1-27K7 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-112L-1-27K8 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-112L-1-30K7 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-112L-1-30K8 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-112L-1-35K8 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-112L-1-40K7 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-112L-1-40K8 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-112L-1-50K7 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-112L-1-50K8 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-128L-7-27K7 B5-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G5 B5-U0-G4 NV-2-128L-7-27K8 B5-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G5 B5-U0-G4 NV-2-128L-7-30K7 B5-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G5 B5-U0-G4 NV-2-128L-7-30K8 B5-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G5 B5-U0-G4 NV-2-128L-7-35K8 B5-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G5 B5-U0-G4 NV-2-128L-7-40K7 B5-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G5 B5-U0-G4 NV-2-128L-7-40K8 B5-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G5 B5-U0-G4 NV-2-128L-7-50K7 B5-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G5 B5-U0-G4 NV-2-128L-7-50K8 B5-U0-G3 B3-U0-G3 B3-U0-G3 B4-U0-G5 B5-U0-G4 NV-2-128L-1-27K7 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-128L-1-27K8 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-128L-1-30K7 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-128L-1-30K8 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-128L-1-35K8 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-128L-1-40K7 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-128L-1-40K8 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-128L-1-50K7 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-128L-1-50K8 B5-U0-G3 B4-U0-G4 B4-U0-G4 B4-U0-G5 B5-U0-G4 NV-2-128L-12-27K7 B5-U0-G3 B4-U0-G5 B4-U0-G5 B4-U0-G5 B5-U0-G5 NV-2-128L-12-27K8 B5-U0-G3 B4-U0-G5 B4-U0-G5 B4-U0-G5 B5-U0-G5 NV-2-128L-12-30K7 B5-U0-G3 B4-U0-G5 B4-U0-G5 B4-U0-G5 B5-U0-G5 NV-2-128L-12-30K8 B5-U0-G3 B4-U0-G5 B4-U0-G5 B4-U0-G5 B5-U0-G5 NV-2-128L-12-35K8 B5-U0-G3 B4-U0-G5 B4-U0-G5 B4-U0-G5 B5-U0-G5 NV-2-128L-12-40K7 B5-U0-G3 B4-U0-G5 B4-U0-G5 B4-U0-G5 B5-U0-G5 NV-2-128L-12-40K8 B5-U0-G3 B4-U0-G5 B4-U0-G5 B4-U0-G5 B5-U0-G5 NV-2-128L-12-50K7 B5-U0-G3 B4-U0-G5 B4-U0-G5 B4-U0-G5 B5-U0-G5 NV-2-128L-12-50K8 B5-U0-G3 B4-U0-G5 B4-U0-G5 B4-U0-G5 B5-U0-G5 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 19 BUG RATING CHART PERFORMANCE T4FTW & T5W SILICONE MICRO OPTICS PART NUMBER T4FTW T5W NV-2-80L-7-27K7 B3-U0-G4 B5-U0-G3 NV-2-80L-7-27K8 B3-U0-G4 B5-U0-G3 NV-2-80L-7-30K7 B3-U0-G4 B5-U0-G3 NV-2-80L-7-30K8 B3-U0-G4 B5-U0-G3 NV-2-80L-7-35K8 B3-U0-G4 B5-U0-G3 NV-2-80L-7-40K7 B3-U0-G4 B5-U0-G4 NV-2-80L-7-40K8 B3-U0-G4 B5-U0-G4 NV-2-80L-7-50K7 B3-U0-G4 B5-U0-G4 NV-2-80L-7-50K8 B3-U0-G4 B5-U0-G4 NV-2-80L-1-27K7 B3-U0-G5 B5-U0-G4 NV-2-80L-1-27K8 B3-U0-G5 B5-U0-G4 NV-2-80L-1-30K7 B3-U0-G5 B5-U0-G4 NV-2-80L-1-30K8 B3-U0-G5 B5-U0-G4 NV-2-80L-1-35K8 B3-U0-G5 B5-U0-G4 NV-2-80L-1-40K7 B3-U0-G5 B5-U0-G4 NV-2-80L-1-40K8 B3-U0-G5 B5-U0-G4 NV-2-80L-1-50K7 B3-U0-G5 B5-U0-G4 NV-2-80L-1-50K8 B3-U0-G5 B5-U0-G4 NV-2-96L-7-27K7 B3-U0-G4 B5-U0-G4 NV-2-96L-7-27K8 B3-U0-G4 B5-U0-G4 NV-2-96L-7-30K7 B3-U0-G4 B5-U0-G4 NV-2-96L-7-30K8 B3-U0-G4 B5-U0-G4 NV-2-96L-7-35K8 B3-U0-G4 B5-U0-G4 NV-2-96L-7-40K7 B3-U0-G4 B5-U0-G4 NV-2-96L-7-40K8 B3-U0-G4 B5-U0-G4 NV-2-96L-7-50K7 B3-U0-G4 B5-U0-G4 NV-2-96L-7-50K8 B3-U0-G4 B5-U0-G4 NV-2-96L-1-27K7 B3-U0-G5 B5-U0-G4 NV-2-96L-1-27K8 B3-U0-G5 B5-U0-G4 NV-2-96L-1-30K7 B3-U0-G5 B5-U0-G4 NV-2-96L-1-30K8 B3-U0-G5 B5-U0-G4 NV-2-96L-1-35K8 B3-U0-G5 B5-U0-G4 NV-2-96L-1-40K7 B3-U0-G5 B5-U0-G4 NV-2-96L-1-40K8 B3-U0-G5 B5-U0-G4 NV-2-96L-1-50K7 B3-U0-G5 B5-U0-G4 NV-2-96L-1-50K8 B3-U0-G5 B5-U0-G4 NV-2-112L-7-27K7 B3-U0-G5 B5-U0-G4 NV-2-112L-7-27K8 B3-U0-G5 B5-U0-G4 NV-2-112L-7-30K7 B3-U0-G5 B5-U0-G4 NV-2-112L-7-30K8 B3-U0-G5 B5-U0-G4 NV-2-112L-7-35K8 B3-U0-G5 B5-U0-G4 BUG RATING CHART PERFORMANCE T4FTW & T5W SILICONE MICRO OPTICS PART NUMBER T4FTW T5W NV-2-112L-7-40K7 B3-U0-G5 B5-U0-G4 NV-2-112L-7-40K8 B3-U0-G5 B5-U0-G4 NV-2-112L-7-50K7 B3-U0-G5 B5-U0-G4 NV-2-112L-7-50K8 B3-U0-G5 B5-U0-G4 NV-2-112L-1-27K7 B3-U0-G5 B5-U0-G5 NV-2-112L-1-27K8 B3-U0-G5 B5-U0-G5 NV-2-112L-1-30K7 B3-U0-G5 B5-U0-G5 NV-2-112L-1-30K8 B3-U0-G5 B5-U0-G5 NV-2-112L-1-35K8 B3-U0-G5 B5-U0-G5 NV-2-112L-1-40K7 B3-U0-G5 B5-U0-G5 NV-2-112L-1-40K8 B3-U0-G5 B5-U0-G5 NV-2-112L-1-50K7 B3-U0-G5 B5-U0-G5 NV-2-112L-1-50K8 B3-U0-G5 B5-U0-G5 NV-2-128L-7-27K7 B3-U0-G5 B5-U0-G5 NV-2-128L-7-27K8 B3-U0-G5 B5-U0-G5 NV-2-128L-7-30K7 B3-U0-G5 B5-U0-G5 NV-2-128L-7-30K8 B3-U0-G5 B5-U0-G5 NV-2-128L-7-35K8 B3-U0-G5 B5-U0-G5 NV-2-128L-7-40K7 B3-U0-G5 B5-U0-G5 NV-2-128L-7-40K8 B3-U0-G5 B5-U0-G5 NV-2-128L-7-50K7 B3-U0-G5 B5-U0-G5 NV-2-128L-7-50K8 B3-U0-G5 B5-U0-G5 NV-2-128L-1-27K7 B4-U0-G5 B5-U0-G5 NV-2-128L-1-27K8 B4-U0-G5 B5-U0-G5 NV-2-128L-1-30K7 B4-U0-G5 B5-U0-G5 NV-2-128L-1-30K8 B4-U0-G5 B5-U0-G5 NV-2-128L-1-35K8 B4-U0-G5 B5-U0-G5 NV-2-128L-1-40K7 B4-U0-G5 B5-U0-G5 NV-2-128L-1-40K8 B4-U0-G5 B5-U0-G5 NV-2-128L-1-50K7 B4-U0-G5 B5-U0-G5 NV-2-128L-1-50K8 B4-U0-G5 B5-U0-G5 NV-2-128L-12-27K7 B4-U0-G5 B5-U0-G5 NV-2-128L-12-27K8 B4-U0-G5 B5-U0-G5 NV-2-128L-12-30K7 B4-U0-G5 B5-U0-G5 NV-2-128L-12-30K8 B4-U0-G5 B5-U0-G5 NV-2-128L-12-35K8 B4-U0-G5 B5-U0-G5 NV-2-128L-12-40K7 B4-U0-G5 B5-U0-G5 NV-2-128L-12-40K8 B4-U0-G5 B5-U0-G5 NV-2-128L-12-50K7 B4-U0-G5 B5-U0-G5 NV-2-128L-12-50K8 B4-U0-G5 B5-U0-G5 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS BUG RATING CHART PERFORMANCE T4FTW & T5W SILICONE MICRO OPTICS W/HSS PART NUMBER T4FTW NV-2-80L-7-27K7-HSS B1-U0-G3 NV-2-80L-7-27K8-HSS B1-U0-G3 NV-2-80L-7-30K7-HSS B1-U0-G3 NV-2-80L-7-30K8-HSS B1-U0-G3 NV-2-80L-7-35K8-HSS B1-U0-G3 NV-2-80L-7-40K7-HSS B1-U0-G3 NV-2-80L-7-40K8-HSS B1-U0-G3 NV-2-80L-7-50K7-HSS B1-U0-G3 NV-2-80L-7-50K8-HSS B1-U0-G3 NV-2-80L-1-27K7-HSS B1-U0-G4 NV-2-80L-1-27K8-HSS B1-U0-G4 NV-2-80L-1-30K7-HSS B1-U0-G4 NV-2-80L-1-30K8-HSS B1-U0-G4 NV-2-80L-1-35K8-HSS B1-U0-G4 NV-2-80L-1-40K7-HSS B1-U0-G4 NV-2-80L-1-40K8-HSS B1-U0-G4 NV-2-80L-1-50K7-HSS B1-U0-G4 NV-2-80L-1-50K8-HSS B1-U0-G4 NV-2-96L-7-27K7-HSS B1-U0-G3 NV-2-96L-7-27K8-HSS B1-U0-G3 NV-2-96L-7-30K7-HSS B1-U0-G3 NV-2-96L-7-30K8-HSS B1-U0-G3 NV-2-96L-7-35K8-HSS B1-U0-G3 NV-2-96L-7-40K7-HSS B1-U0-G3 NV-2-96L-7-40K8-HSS B1-U0-G3 NV-2-96L-7-50K7-HSS B1-U0-G3 NV-2-96L-7-50K8-HSS B1-U0-G3 NV-2-96L-1-27K7-HSS B1-U0-G4 NV-2-96L-1-27K8-HSS B1-U0-G4 NV-2-96L-1-30K7-HSS B1-U0-G4 NV-2-96L-1-30K8-HSS B1-U0-G4 NV-2-96L-1-35K8-HSS B1-U0-G4 NV-2-96L-1-40K7-HSS B2-U0-G4 NV-2-96L-1-40K8-HSS B2-U0-G4 NV-2-96L-1-50K7-HSS B2-U0-G4 NV-2-96L-1-50K8-HSS B2-U0-G4 BUG RATING CHART PERFORMANCE T4FTW & T5W SILICONE MICRO OPTICS W/HSS PART NUMBER T4FTW NV-2-112L-7-27K7-HSS B1-U0-G3 NV-2-112L-7-27K8-HSS B1-U0-G3 NV-2-112L-7-30K7-HSS B1-U0-G4 NV-2-112L-7-30K8-HSS B1-U0-G4 NV-2-112L-7-35K8-HSS B1-U0-G4 NV-2-112L-7-40K7-HSS B1-U0-G4 NV-2-112L-7-40K8-HSS B1-U0-G4 NV-2-112L-7-50K7-HSS B1-U0-G4 NV-2-112L-7-50K8-HSS B1-U0-G4 NV-2-112L-1-27K7-HSS B2-U0-G4 NV-2-112L-1-27K8-HSS B2-U0-G4 NV-2-112L-1-30K7-HSS B2-U0-G4 NV-2-112L-1-30K8-HSS B2-U0-G4 NV-2-112L-1-35K8-HSS B2-U0-G4 NV-2-112L-1-40K7-HSS B2-U0-G4 NV-2-112L-1-40K8-HSS B2-U0-G4 NV-2-112L-1-50K7-HSS B2-U0-G4 NV-2-112L-1-50K8-HSS B2-U0-G4 NV-2-128L-35-27K7-HSS B1-U0-G3 NV-2-128L-35-27K8-HSS B1-U0-G3 NV-2-128L-35-30K7-HSS B1-U0-G3 NV-2-128L-35-30K8-HSS B1-U0-G3 NV-2-128L-35-35K8-HSS B1-U0-G3 NV-2-128L-35-40K7-HSS B1-U0-G3 NV-2-128L-35-40K8-HSS B1-U0-G3 NV-2-128L-35-50K7-HSS B1-U0-G3 NV-2-128L-35-50K8-HSS B1-U0-G3 NV-2-128L-53-27K7-HSS B1-U0-G4 NV-2-128L-53-27K8-HSS B1-U0-G4 NV-2-128L-53-30K7-HSS B1-U0-G4 NV-2-128L-53-30K8-HSS B1-U0-G4 NV-2-128L-53-35K8-HSS B1-U0-G4 NV-2-128L-53-40K7-HSS B1-U0-G4 NV-2-128L-53-40K8-HSS B1-U0-G4 NV-2-128L-53-50K7-HSS B1-U0-G4 NV-2-128L-53-50K8-HSS B1-U0-G4 20 BUG RATING CHART PERFORMANCE T4FTW & T5W SILI-CONE MICRO OPTICS W/HSS PART NUMBER T4FTW NV-2-128L-7-27K7-HSS B2-U0-G4 NV-2-128L-7-27K8-HSS B2-U0-G4 NV-2-128L-7-30K7-HSS B2-U0-G4 NV-2-128L-7-30K8-HSS B2-U0-G4 NV-2-128L-7-35K8-HSS B2-U0-G4 NV-2-128L-7-40K7-HSS B2-U0-G4 NV-2-128L-7-40K8-HSS B2-U0-G4 NV-2-128L-7-50K7-HSS B2-U0-G4 NV-2-128L-7-50K8-HSS B2-U0-G4 NV-2-128L-85-27K7-HSS B2-U0-G4 NV-2-128L-85-27K8-HSS B2-U0-G4 NV-2-128L-85-30K7-HSS B2-U0-G4 NV-2-128L-85-30K8-HSS B2-U0-G4 NV-2-128L-85-35K8-HSS B2-U0-G4 NV-2-128L-85-40K7-HSS B2-U0-G5 NV-2-128L-85-40K8-HSS B2-U0-G5 NV-2-128L-85-50K7-HSS B2-U0-G5 NV-2-128L-85-50K8-HSS B2-U0-G5 NV-2-128L-1-27K7-HSS B2-U0-G5 NV-2-128L-1-27K8-HSS B2-U0-G5 NV-2-128L-1-30K7-HSS B2-U0-G5 NV-2-128L-1-30K8-HSS B2-U0-G5 NV-2-128L-1-35K8-HSS B2-U0-G5 NV-2-128L-1-40K7-HSS B2-U0-G5 NV-2-128L-1-40K8-HSS B2-U0-G5 NV-2-128L-1-50K7-HSS B2-U0-G5 NV-2-128L-1-50K8-HSS B2-U0-G5 NV-2-128L-12-27K7-HSS B2-U0-G5 NV-2-128L-12-27K8-HSS B2-U0-G5 NV-2-128L-12-30K7-HSS B2-U0-G5 NV-2-128L-12-30K8-HSS B2-U0-G5 NV-2-128L-12-35K8-HSS B2-U0-G5 NV-2-128L-12-40K7-HSS B2-U0-G5 NV-2-128L-12-40K8-HSS B2-U0-G5 NV-2-128L-12-50K7-HSS B2-U0-G5 NV-2-128L-12-50K8-HSS B2-U0-G5 BUG RATINGS 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS A A B B 4 4 3 3 2 2 1 1 DO NOT SCALE DRAWING NV1-128L-ASM A SHEET 1 OF 1 UNLESS OTHERWISE SPECIFIED: SCALE: 1:12 WEIGHT: REVDWG. NO.BSIZE TITLE: NAME DATE COMMENTS: Q.A. MFG APPR. ENG APPR. CHECKED DRAWN FINISH MATERIAL INTERPRET GEOMETRICTOLERANCING PER: DIMENSIONS ARE IN INCHESTOLERANCES:FRACTIONALANGULAR: MACH BEND TWO PLACE DECIMAL THREE PLACE DECIMAL APPLICATION USED ONNEXT ASSY PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OF<INSERT COMPANY NAME HERE>. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OF<INSERT COMPANY NAME HERE> IS PROHIBITED. 8.45" ARCHITECTURAL SWEEP ARM (ASA) Cast Sweep Arm includes (as standard) Internal Quick Mount Bracket. MOUNTING OPTIONS DIRECT POLE (DP) Standard mounting arm is extruded aluminum in lengths of 6.25" and 11.25". *Arm lengths may vary depending on configuration 11.25" 6.25" D90, T90, T120, QD SGL, D180 WALL MOUNT (WM) Cast Aluminum Plate for direct wall mount. 3" extruded aluminum arm mounts directly to a cast wall mount box. 4.25" 21 ASA ROUND POLE ADAPTORS RPA-ASA-4 RPA-ASA-5 TRUNNION MOUNT (TM) Steel, bolt-on-mounting for adjustable installation with a maximum uplift of 90 degrees. *Unpainted stainless steel is standard 6" (90° Tilt) 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS MOUNTING OPTIONS 4" 8" TENNIS ARM (TA) Steel fitter slips over 3.5" x 1.5" rectangular arm. *See Tennis Arm Spec Sheet for details KNUCKLE MOUNT (KM) MAST ARM MOUNT (MA) Die Cast Knuckle great for adjustable installation on 2-3/8" OD vertical or horizontal tenon. • Max Up-tilt of 90 degrees • Adjustable in 6 degree increments Mast Arm Fitter slips over 2-3/8" OD tenon. 6.20" 22 6.37” 2.88" Dia Optional Cast Aluminum Bracket designed for quick mounting on Direct Square or Round Poles. Cleat mounts directly to pole for easily hung fixtures. Has a 2”x4” Drill Pattern. QUICK MOUNT BRACKET (QMB) Optional Cast Aluminum Bracket designed for quick mounting on Direct Square or Round Poles. Cleat mounts directly to pole for easily hung fixtures. Drill Pattern is adjustable from 2”x4” to 2”x6”. RETROFIT MOUNT BRACKET (RQMB) RPA4 / RPA5 RPA5 RPA4 When using round poles, specify Round Pole Adapter (RPA). Specify RPA4 when installing on 3”-4” round poles, and RPA5 when installing on 5”-6” round poles. ROUND POLE ADAPTER OPTIONS (RPA4) (RPA5) 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 23 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-20 FSP-40FSP-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 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 7-Pin Receptacle and Electronic Twist Lock Photocell for dusk to dawn operation. 7-Pin Receptacle and Shorting Cap. PHOTOCELL + RECEPTACLE (PCR) RECEPTACLE + SHORTING CAP (PER) 24 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) 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS 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. 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 Optic plate is clear anodized as standard. The optic plate can be powder coated to match the finish of the fixture. Bird Spikes offers effective and humane deterrent for larger bird species and provides cost-effective long-term solution to nuisance bird infestations and protect your property. BIRD SPIKES (BS) MARINE GRADE FINISH (MGF) OPTIC PLATE PAINTED TO MATCH (OPP) (OPP) 25 BUTTON PHOTOCELL Photo Cell for dusk to dawn operation. 701 Kingshill Place, Carson, CA 90746 Call Us Today (310) 341-2037 nlslighting.com PRODUCT SPECIFICATIONS LENS OPTIONS 26 GL LENS (GL) Low Iron Glass, fully tempered HAL LENS (HAL) High Performance Yellow Polycarbonate Lens (less than 2% Blue Light Content) BLACK OPTIC FRAME Optional Black Optic Frame (includes black hardware)Standard Optic Frame is white. ROTATED OPTICS (ROL) (ROR) LEFT R OTATED OPTICS RIGH T ROTATED OPTICS HOUSE SIDE SHIELD AUTOMOTIVE HOUSE SIDE SHIELDSHIELDS (HSS, AHS)—House Side Shield (HSS) is designed for full property line cut-off. Automotive House Side Shield (AHS) is a single-sided shield allowing partial cut-off on either side or front of luminaire. SHIELDING OPTIONS (AHS) (HSS) WISCONSINLIGHTING LAB WISCONSIN LIGHTING LAB 308 N. Brooke St. | Fond du Lac, WI 54935 quotes@willbrands.com | www.willbrands.com ©2025 Specifications subject to change without notice. Rev. V07232025 Page: 1 of 6 Catalog # Project Comments NAFCO® SQUARE STRAIGHT ALUMINUM LIGHT POLES (ANCHOR BASE) Square Straight Anchor BaseAluminum • Single source manufacturing to ensure poles, bases, arms, and fixtures fit together and ship complete • Designed, engineered, and manufactured in Wisconsin, USA • Performance coatings and custom color matching of RAL codes and architectural colors • Custom products, configurations, options, and accessories available • Meets Buy American and BABAA standards • Pole shaft is extruded from seamless 6063-T6 aluminum and anchor base is cast from 356 alloy aluminum • Completed pole/base assembly is heat treated to T6 temper after welding and and machining operations (for anchor base poles 16’ and above) • 2” x 4” oval hand hole with grounding provision, cover, and hardware are provided • Supplied with an aluminum two-piece base cover • Anchor bolts conform to ASTM F1554 Grade 55 and are provided with two hex nuts and two flat washers; bolts have an ”L” bend on one end and are galvanized a minimum of 12” on the threaded end • All structural fasteners are galvanized high strength carbon steel; non-structural fasteners are galvanized or zinc-plated carbon steel or stainless steel • Architectural grade painted or anodized finish and custom color matching of RAL codes and architectural colors • See loading tables below for design criteria and EPA loading • Local specifying engineer recommended for product selection and local compliance; connect with WiLL support for guidance Highlights Light Poles Proudly engineered and manufactured in the American Midwest – our NAFCO® family of professional-grade light pole and fixture products combines 50+ years of manufacturing expertise and top-notch Midwestern workmanship. Like all WiLL products, NAFCO® products come supported by our unmatched design, engineering, and project support capabilities WISCONSINLIGHTING LAB WISCONSIN LIGHTING LAB 308 N. Brooke St. | Fond du Lac, WI 54935 quotes@willbrands.com | www.willbrands.com ©2025 Specifications subject to change without notice. Rev. V07232025 Page: 2 of 6 Base Model Pole Dimensions Anchor Base & Bolts Nominal Mounting Height (ft) Top OD (in) Base OD (in) Wall Thick (in) Structural Weight (lb) Bolt Circle Diameter On Center (in) Bolt Square On Center (in) Square (in) x Thickness (in)Dia x Length x Hook (in)Projection (in) NP-SSAA-08-4040-C 8 4 4 0.125 39 9.25 6.54 8.63 x 0.75 0.63 x 16 x 2 2.75 NP-SSAA-10-4040-C 10 4 4 0.125 43 9.25 6.54 8.63 x 0.75 0.63 x 16 x 2 2.75 NP-SSAA-10-4040-D 10 4 4 0.188 55 9.25 6.54 8.63 x 0.75 0.75 x 17 x 3 2.75 NP-SSAA-10-5050-D 10 5 5 0.188 78 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-12-4040-C 12 4 4 0.125 48 9.25 6.54 8.63 x 0.75 0.63 x 16 x 2 2.75 NP-SSAA-12-4040-D 12 4 4 0.188 62 9.25 6.54 8.63 x 0.75 0.75 x 17 x 3 2.75 NP-SSAA-12-5050-D 12 5 5 0.188 89 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-14-4040-C 14 4 4 0.125 52 9.25 6.54 8.63 x 0.75 0.63 x 16 x 2 2.75 NP-SSAA-14-4040-D 14 4 4 0.188 68 9.25 6.54 8.63 x 0.75 0.75 x 17 x 3 2.75 NP-SSAA-14-5050-D 14 5 5 0.188 100 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-15-4040-C 15 4 4 0.125 54 9.25 6.54 8.63 x 0.75 0.63 x 16 x 2 2.75 NP-SSAA-15-4040-D 15 4 4 0.188 71 9.25 6.54 8.63 x 0.75 0.75 x 17 x 3 2.75 NP-SSAA-15-5050-D 15 5 5 0.188 84 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-16-4040-C 16 4 4 0.125 57 9.25 6.54 8.63 x 0.75 0.63 x 16 x 2 2.75 NP-SSAA-16-4040-D 16 4 4 0.188 74 9.25 6.54 8.63 x 0.75 0.75 x 17 x 3 2.75 NP-SSAA-16-5050-D 16 5 5 0.188 88 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-18-4040-C 18 4 4 0.125 61 9.25 6.54 8.63 x 0.75 0.63 x 16 x 2 2.75 NP-SSAA-18-4040-D 18 4 4 0.188 81 9.25 6.54 8.63 x 0.75 0.75 x 17 x 3 2.75 NP-SSAA-18-4040-E 18 4 4 0.250 100 9.25 6.54 8.63 x 0.75 0.75 x 17 x 3 2.75 NP-SSAA-18-5050-D 18 5 5 0.188 97 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-18-5050-E 18 5 5 0.250 122 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-20-4040-C 20 4 4 0.125 65 9.25 6.54 8.63 x 0.75 0.63 x 16 x 2 2.75 NP-SSAA-20-4040-D 20 5 5 0.188 88 9.25 6.54 8.63 x 0.75 0.75 x 17 x 3 2.75 NP-SSAA-20-4040-E 20 5 5 0.250 109 9.25 6.54 8.63 x 0.75 0.75 x 17 x 3 2.75 NP-SSAA-20-5050-D 20 5 5 0.188 105 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-20-5050-E 20 5 5 0.250 133 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-22-5050-D 22 5 5 0.188 114 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-22-5050-E 22 5 5 0.250 133 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-22-6060-E 22 6 6 0.250 170 12.00 - 14.75 8.48 - 10.43 12.63 x 0.88 1 x 36 x 4 3.50 NP-SSAA-24-5050-D 24 5 5 0.188 122 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-24-5050-E 24 5 5 0.250 155 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-24-6060-E 24 6 6 0.250 183 12.00 - 14.75 8.48 - 10.43 12.63 x 0.88 1 x 36 x 4 3.50 NP-SSAA-25-5050-D 25 5 5 0.188 126 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-25-5050-E 25 5 5 0.250 160 11.00 - 12.75 7.78 - 9.00 11.63 x 1.00 1 x 36 x 4 3.50 NP-SSAA-25-6060-E+25 6 6 0.250 190 12.00 - 14.75 8.48 - 10.43 12.63 x 0.88 1 x 36 x 4 3.50 NP-SSAA-28-6060-E+28 6 6 0.250 210 12.00 - 14.75 8.48 - 10.43 12.63 x 0.88 1 x 36 x 4 3.50 NP-SSAA-30-6060-E+30 6 6 0.250 221 12.00 - 14.75 8.48 - 10.43 12.63 x 0.88 1 x 36 x 4 3.50 Designation & Dimensional Information 1. The total combined Effective Projected Area (EPA) and weight of all fixtures, brackets, and other attachments mounting to a light pole cannot exceed the EPA and weight rating for a specified pole. 2. Custom products, configurations, options, and accessories available. 3. Satisfactory performance of light poles is dependent upon the structure being properly attached to a supporting foundation of adequate design. ”+” indicates a vibration dampener is standard. Square Straight Anchor BaseAluminum WISCONSINLIGHTING LAB WISCONSIN LIGHTING LAB 308 N. Brooke St. | Fond du Lac, WI 54935 quotes@willbrands.com | www.willbrands.com ©2025 Specifications subject to change without notice. Rev. V07232025 Page: 3 of 6 1. The total combined Effective Projected Area (EPA) and weight of all fixtures, brackets, and other attachments mounting to a light pole cannot exceed the EPA and weight rating for a specified pole. 2. Standard EPA and weight values are based around AASHTO 2020 design criteria (with 3 second gust factor). Specific light pole design standards are available from WiLL support. Above data is based around the load centroid being at 2.5’ above the pole top and with 2.0’ eccentricity. Weight of horizontally eccentric load is capped at 100lb, with all remaining weight mounted 2.5’ above top of the pole. 3. Custom products, configurations, options, and accessories available. 4. Satisfactory performance of light poles is dependent upon the structure being properly attached to a supporting foundation of adequate design. ”+” indicates a vibration dampener is standard. Base Model 80mph w/ 1.3 Gust 90mph w/ 1.3 Gust 100mph w/ 1.3 Gust 110mph w/ 1.3 Gust 120mph w/ 1.3 Gust Max EPA (sq ft) Max Weight (lb) Max EPA (sq ft) Max Weight (lb) Max EPA (sq ft) Max Weight (lb) Max EPA (sq ft) Max Weight (lb) Max EPA (sq ft) Max Weight (lb) NP-SSAA-08-4040-C 14.7 100 11.4 100 9.0 100 8.3 100 6.7 100 NP-SSAA-10-4040-C 11.7 100 8.9 100 6.9 100 6.3 100 5.0 100 NP-SSAA-10-4040-D 17.6 100 13.6 100 10.7 100 9.9 100 8.1 100 NP-SSAA-10-5050-D 29.5 125 22.8 125 18.0 125 16.7 125 13.6 125 NP-SSAA-12-4040-C 9.4 100 7.0 100 5.3 100 4.8 100 3.7 100 NP-SSAA-12-4040-D 14.6 100 11.1 100 8.6 100 7.9 100 6.3 100 NP-SSAA-12-5050-D 24.5 125 18.8 125 14.6 125 13.4 125 10.8 125 NP-SSAA-14-4040-C 7.5 100 5.4 100 3.9 100 3.5 100 2.5 100 NP-SSAA-14-4040-D 12.0 100 9.0 100 6.8 100 6.2 100 4.8 100 NP-SSAA-14-5050-D 20.4 125 15.4 125 11.8 125 10.8 125 8.5 125 NP-SSAA-15-4040-C 6.6 100 4.6 100 3.2 100 2.9 100 2.0 100 NP-SSAA-15-4040-D 10.8 100 7.9 100 5.9 100 5.4 100 4.1 100 NP-SSAA-15-5050-D 18.5 125 13.8 125 10.5 125 9.6 125 7.4 125 NP-SSAA-16-4040-C 5.7 100 3.9 100 2.7 100 2.3 100 1.5 100 NP-SSAA-16-4040-D 9.6 100 7.0 100 5.1 100 4.6 100 3.4 100 NP-SSAA-16-5050-D 16.8 125 12.4 125 9.3 125 8.4 125 6.5 125 NP-SSAA-18-4040-C 4.2 100 2.6 100 1.5 100 1.2 100 0.5 100 NP-SSAA-18-4040-D 7.6 100 5.3 100 3.7 100 3.2 100 2.2 100 NP-SSAA-18-4040-E 10.7 100 7.8 100 5.7 100 5.1 100 3.8 100 NP-SSAA-18-5050-D 13.7 125 9.9 125 7.1 125 6.4 125 4.6 125 NP-SSAA-18-5050-E 19.1 125 14.1 125 10.6 125 9.6 125 7.3 125 NP-SSAA-20-4040-C 2.9 100 1.5 100 0.5 100 0.2 100 N/A N/A NP-SSAA-20-4040-D 5.9 100 3.9 100 2.5 100 2.1 100 1.1 100 NP-SSAA-20-4040-E 8.7 100 6.1 100 4.2 100 3.7 100 2.5 100 NP-SSAA-20-5050-D 11 125 7.6 125 5.2 125 4.5 125 3 125 NP-SSAA-20-5050-E 15.8 125 11.4 125 8.2 125 7.4 125 5.4 125 NP-SSAA-22-5050-D 8.7 125 5.7 125 3.5 125 2.9 125 1.5 125 NP-SSAA-22-5050-E 12.9 125 9 125 6.2 125 5.5 125 3.7 125 NP-SSAA-22-6060-E 21 150 15.1 150 10.8 150 9.6 150 6.9 150 NP-SSAA-24-5050-D 6.6 125 3.9 125 2 125 1.5 125 0.2 125 NP-SSAA-24-5050-E 10.5 125 7 125 4.5 125 3.8 125 2.2 125 NP-SSAA-24-6060-E 17.5 150 12.1 150 8.3 150 7.2 150 4.8 150 NP-SSAA-25-5050-D 5.7 125 3.1 125 1.3 125 0.8 125 N/A N/A NP-SSAA-25-5050-E 9.4 125 6 125 3.6 125 3 125 1.5 125 NP-SSAA-25-6060-E+15.9 150 10.8 150 7.1 150 6.1 150 3.8 150 NP-SSAA-28-6060-E+11.6 150 7.2 150 4 150 3.1 150 1.1 150 NP-SSAA-30-6060-E+9.1 150 5.1 150 2.1 150 1.3 150 N/A N/A EPA Loading Guide (AASTHO 2020 Design Criteria) Square Straight Anchor BaseAluminum WISCONSINLIGHTING LAB WISCONSIN LIGHTING LAB 308 N. Brooke St. | Fond du Lac, WI 54935 quotes@willbrands.com | www.willbrands.com ©2025 Specifications subject to change without notice. Rev. V07232025 Page: 4 of 6 Base Model 130mph 140mph 150mph 160mph 170mph 180mph Max EPA (sq ft) Max Weight (lb) Max EPA (sq ft) Max Weight (lb) Max EPA (sq ft) Max Weight (lb) Max EPA (sq ft) Max Weight (lb) Max EPA (sq ft) Max Weight (lb) Max EPA (sq ft) Max Weight (lb) NP-SSAA-08-4040-C 8.3 100 8.1 100 6.9 100 5.9 100 5.0 100 4.4 100 NP-SSAA-10-4040-C 6.4 100 6.1 100 5.1 100 4.3 100 3.6 100 3.0 100 NP-SSAA-10-4040-D 11.8 100 11.5 100 9.7 100 8.3 100 7.1 100 6.1 100 NP-SSAA-10-5050-D 16.7 125 16.3 125 13.9 125 11.9 125 10.3 125 8.9 125 NP-SSAA-12-4040-C 4.8 100 4.6 100 3.8 100 3.0 100 2.5 100 2.0 100 NP-SSAA-12-4040-D 7.9 100 7.6 100 6.4 100 5.4 100 4.5 100 3.8 100 NP-SSAA-12-5050-D 13.5 125 13.1 125 11.0 125 9.3 125 7.9 125 6.8 125 NP-SSAA-14-4040-C 3.5 100 3.3 100 2.6 100 2.0 100 1.5 100 1.0 100 NP-SSAA-14-4040-D 6.2 100 6.0 100 4.9 100 4.0 100 3.2 100 2.6 100 NP-SSAA-14-5050-D 10.9 125 10.5 125 8.7 125 7.2 125 6.0 125 5.0 125 NP-SSAA-15-4040-C 2.9 100 2.7 100 2.0 100 1.5 100 1.0 100 0.6 100 NP-SSAA-15-4040-D 5.4 100 5.2 100 4.2 100 3.3 100 2.7 100 2.1 100 NP-SSAA-15-5050-D 9.6 125 9.3 125 7.6 125 6.2 125 5.1 125 4.1 125 NP-SSAA-16-4040-C 2.3 100 2.2 100 1.5 100 1.0 100 0.6 100 0.2 100 NP-SSAA-16-4040-D 4.6 100 4.4 100 3.5 100 2.7 100 2.1 100 1.6 100 NP-SSAA-16-5050-D 8.5 125 8.2 125 6.6 125 5.3 125 4.3 125 3.4 125 NP-SSAA-18-4040-C 1.2 100 1.1 100 0.5 100 0.1 100 N/A N/A N/A N/A NP-SSAA-18-4040-D 3.3 100 3.1 100 2.3 100 1.6 100 1.1 100 0.6 100 NP-SSAA-18-4040-E 5.1 100 4.9 100 3.9 100 3.0 100 2.3 100 1.7 100 NP-SSAA-18-5050-D 6.4 125 6.1 125 4.7 125 3.6 125 2.7 125 1.9 125 NP-SSAA-18-5050-E 9.6 125 9.2 125 7.5 125.0 6.0 125 4.8 125 3.8 125 NP-SSAA-20-4040-C 0.3 100 0.2 100 N/A N/A N/A N/A N/A N/A N/A N/A NP-SSAA-20-4040-D 2.1 100 1.9 100 1.2 100 0.6 100 0.1 100 N/A N/A NP-SSAA-20-4040-E 3.7 100 3.5 100 2.6 100 1.8 100 1.2 100 0.7 100 NP-SSAA-20-5050-D 4.6 125 4.3 125 3.1 125 2.1 125 1.3 125 0.6 125 NP-SSAA-20-5050-E 7.4 125 7.1 125 5.5 125 4.2 125 3.2 125 2.3 125 NP-SSAA-22-5050-D 2.9 125 2.7 125 1.6 125 0.7 125 N/A N/A N/A N/A NP-SSAA-22-5050-E 5.5 125 5.2 125 3.8 125 2.7 125 1.7 125 0.9 125 NP-SSAA-22-6060-E 9.7 150 9.2 150 7.1 150 5.4 150 3.9 150 2.7 150 NP-SSAA-24-5050-D 1.5 125 1.3 125 0.3 125 N/A N/A N/A N/A N/A N/A NP-SSAA-24-5050-E 3.8 125 3.5 125 2.3 125 1.2 123 0.4 125 N/A N/A NP-SSAA-24-6060-E 7.3 150 6.9 150 5 150 3.4 150 2.1 150 1 150 NP-SSAA-25-5050-D 0.8 125 0.6 125 N/A N/A N/A N/A N/A N/A N/A N/A NP-SSAA-25-5050-E 3 125 2.8 125 1.6 125 0.6 125 N/A N/A N/A N/A NP-SSAA-25-6060-E+6.2 150 5.8 150 4 150 2.5 150 1.2 150 0.2 150 NP-SSAA-28-6060-E+3.2 150 2.8 150 1.2 150 N/A N/A N/A N/A N/A N/A NP-SSAA-30-6060-E+1.4 150 1.1 150 N/A N/A N/A N/A N/A N/A N/A N/A EPA Loading Guide (2020 Florida Building Code) 1. The total combined EPA and weight of all fixtures, brackets, and other attachments mounting to a light pole cannot exceed the EPA and weight rating for a specified pole. 2. Standard EPA and weight values are based around 2020 FL Code. Specific light pole design standards are available from WiLL support. Above data is based around the load centroid being at 2.5’ above the pole top and with 2.0’ eccentricity. Weight of horizontally eccentric load is capped at 100lb, with all remaining weight mounted 2.5’ above top of the pole. 3. Custom products, configurations, options, and accessories available from factory. 4. Satisfactory performance of light poles is dependent upon the structure being properly attached to a supporting foundation of adequate design. ”+” indicates a vibration dampener is standard. Square Straight Anchor BaseAluminum WISCONSINLIGHTING LAB WISCONSIN LIGHTING LAB 308 N. Brooke St. | Fond du Lac, WI 54935 quotes@willbrands.com | www.willbrands.com ©2025 Specifications subject to change without notice. Rev. V07232025 Page: 5 of 6 Dimensional Diagrams NO M I N A L M O U N T I N G H E I G H T 37 . 0 ± 1 . 0 F E S T O O N 15 . 0 ± 1 . 0 H A N D H O L E BA S E 8 . 6 3 BO L T S Q U A R E 6 . 5 4 BOLT CIRCLE 9.25 As viewed from top of pole 0°-HANDHOLE 90°270° 180° BA S E 1 1 . 6 3 BOLT CIRCLE MAX 12.75 BOLT CIRCLE MIN 11.00 BO L T S Q U A R E M I N 7 . 7 8 BO L T S Q U A R E M A X 9 . 0 2 As viewed from top of pole270° 0°-HANDHOLE 90° 180° BA S E 1 2 . 6 3 BOLT CIRCLE MAX 14.75 BO L T S Q U A R E M I N 8 . 4 9 BO L T S Q U A R E M A X 1 0 . 4 3 BOLT CIRCLE MIN 12.00 As viewed from top of pole270° 0°-HANDHOLE 90° 180° 9.1 5.1 4.1 11.6 6.0 5.1 12.6 6.0 6.1 BASE COVERS ANCHOR BASES 4” 4” 5” 5” 6” 6” Square Straight Anchor BaseAluminum WISCONSINLIGHTING LAB WISCONSIN LIGHTING LAB 308 N. Brooke St. | Fond du Lac, WI 54935 quotes@willbrands.com | www.willbrands.com ©2025 Specifications subject to change without notice. Rev. V07232025 Page: 6 of 6 Product Family Design Nominal Length Pole Base OD Pole Top OD Wall Thickness Anchor Bolts Base Type Finish Type Finish Color Fixture Mounting NP = NAFCO® SSAA = Square Straight Aluminum Anchor Base Light Pole 08 = 8'40 = 4"40 = 4"C = 0.125"AB = Includes Anchor Bolts SB = Standard Base FP = Finish Painted BK = Black PC = Cap Only, No Side Drilling C = Custom 10 = 10'50 = 5"50 = 5"D = 0.188"LAB = Less Anchor Bolts CB = Custom Base AN = Anodized MB = Medium Bronze PL = Open Top, No Cap 12 = 12'60 = 6"60 = 6"E = 0.250"C = Custom C = Custom DB = Dark Bronze D1 = Drill Single 14 = 14'C = Custom C = Custom C = Custom WH = White D2 = Drill 2@180 15 = 15'NA = Nat Alum Silver D4 = Drill 4@90 16 = 16'LG = Light Gray D5 = Drill 2@90 18 = 18'SG = Slate Gray D6 = Drill 3@90 20 = 20'DG = Dark Green P1 = 4” OD x 5” Long Tenon 22 = 22'DP = Dark Platinum P2 = 2.38” OD x 4” Long Tenon 24 = 24'GM = Graphite Metallic P3 = 3.50” OD x 6” Long Tenon 25 = 25'BA = Bronze Anodized P4 = 4” OD x 6” Long Tenon 28 = 28'BKA = Black Anodized P5 = 2.88” OD x 4” Long Tenon 30 = 30'SA = Satin Silver Anodized P6 = 2.88” OD x 5” Long Tenon C = Custom RAL = Custom RAL Match P7 = 2.38” OD x 5” Long Tenon C = Custom PQ = 2.38” OD x 12” Long Tenon PD = 3” OD x 3” Long Tenon P9 = Custom Size Tenon Ordering Information Ex: NP-SSAA-16-4040-C-AB-SB-FP-BK-D2 1. See previous pages for standard light pole model configurations and loading guidelines. 2. Additional hand hole option required for poles with side drilling plus tenon top. 3. Consult WiLL support to verify options and accessories will work with your light pole part number. 4. Custom products, configurations, options, and accessories available. Options & Accessories (Add as Suffix) Options Options Accessories SPL = Special Cut Length (Please Specify)CPL-P-12 = 1/2" NPT Pipe-Thread Female Coupling (Specify Pole Height & Orientation)STAMP = Engineering Services, Signed & Sealed Calcs BCSPCL = Special Base Plate & Cover to Match Existing Bolt Circle (May Add to Production Lead Time) CPL-P-34 = 3/4" NPT Pipe-Thread Female Coupling (Specify Pole Height & Orientation) STAMPCA = Engineering Services, CA Signed & Sealed Calcs VDA = Internal Vibration Dampener, Factory Installed CPL-P-1 = 1" NPT Pipe-Thread Female Coupling (Specify Pole Height & Orientation)PRE063 = Pre-Ship Anchor Bolts - 0.625” x 16” x 2” HHUS = Additional Unreinforced Hand Hole Opening w/ Cover Assembly (Specify Pole Height & Orientation) CPL-S-12 = 1/2" NPSM Straight-Thread Female Coupling (Specify Pole Height & Orientation)PRE075 = Pre-Ship Anchor Bolts - 0.75” x 17” x 3” HHRS = Additional Reinforced Hand Hole Opening w/ Cover Assembly (Specify Pole Height & Orientation) CPL-S-34 = 3/4" NPSM Straight-Thread Female Coupling (Specify Pole Height & Orientation)PRE100 = Pre-Ship Anchor Bolts - 1.0” x 36” x 4” FSTS = Festoon Provision, Electrical by Others (Specify Pole Height & Orientation, Minimum 37” Above Base Plate)CPL = Custom Coupling (Please Specify)VDF = Internal Vibration Dampener, Field Installable Square Straight Anchor BaseAluminum 91ft 89ft CARCONE DEALERSHIP LOT - DATE: 09/21/25 N1 MH: 25 MH: 25 N1 MH: 25 N1 MH: 25 N1 MH: 25 N1 N1 MH: 25 N1 MH: 25 MH: 25 N1 MH: 25 N1 N2A MH: 25 MH: 25 N2A MH: 25 N3 MH: 25 N3 MH: 25 N4 2.8 1.8 1.3 1.3 1.4 1.53.7 1.53.62.62.22.82.93.8 1.38.3 0.4 7.25.4 13.518.025.726.914.83.5 0.1 0.9 1.0 0.1 15.8 0.10.20.30.40.6 1.7 17.40.5 7.97.77.68.711.213.2 8.319.3 8.412.25.72.00.9 0.4 0.3 10.3 16.0 7.9 7.07.86.99.413.912.28.18.1 8.9 5.17.67.77.98.28.88.78.4 9.4 26.839.2 27.2 23.7 21.6 17.8 13.9 12.8 13.7 15.1 15.8 7.0 23.412.3 28.8 28.8 26.6 23.3 18.7 15.8 15.1 13.9 14.2 17.118.8 0.9 0.1 5.0 5.3 6.5 8.1 9.2 9.2 6.8 4.3 3.0 57.9 1.6 52.5 0.5 0.3 0.1 0.1 0.2 0.2 0.4 0.7 1.3 3.2 20.6 2.3 12.0 20.3 0.6 1.0 2.0 4.8 17.0 39.4 40.8 30.7 23.40.2 14.50.2 11.3 12.6 14.4 14.8 17.1 21.8 26.6 25.8 25.8 26.5 21.918.4 7.6 7.7 19.1 15.9 13.4 12.5 11.8 10.1 8.3 5.2 4.6 0.4 6.020.3 10.4 11.5 6.1 4.0 3.1 2.2 1.5 0.9 0.5 0.3 0.1 5.0 12.523.2 19.2 15.4 14.3 14.0 13.1 12.1 11.8 12.8 14.2 5.5 12.823.2 11.8 10.6 8.6 6.9 6.3 5.5 5.5 6.4 7.2 7.614.029.2 0.9 0.1 0.2 0.3 0.7 1.8 7.2 24.8 40.2 38.4 25.728.9 25.627.8 24.1 21.6 19.9 16.5 14.9 15.6 16.0 16.3 19.5 7.431.6 14.7 7.8 15.5 16.2 18.2 22.5 26.8 26.3 26.4 26.7 22.314.6 15.317.1 13.4 12.9 14.5 16.5 18.0 17.8 15.9 14.1 12.3 11.3 9.617.60.4 15.0 5.1 3.8 2.6 1.6 0.9 0.5 0.3 0.1 0.1 14.10.2 7.9 1.1 3.1 8.8 33.5 53.7 43.4 33.6 28.6 26.4 24.2 21.00.2 0.7 5.6 6.9 10.3 11.5 7.5 4.3 2.9 1.6 0.5 0.2 17.4 0.4 10.8 1.0 1.2 1.5 1.8 3.4 5.5 5.5 4.2 3.6 3.50.3 16.513.3 14.9 16.6 19.0 19.1 16.7 15.1 14.2 14.2 13.6 5.613.5 7.119.7 20.1 20.1 18.7 15.8 13.8 13.4 14.7 17.9 14.0 7.4 12.6 0.34.0 4.9 5.0 6.2 8.2 8.5 4.1 2.6 1.6 1.17.3 0.410.7 0.2 0.4 0.5 0.7 0.8 0.9 1.0 1.5 1.8 2.0 2.2 0.711.5 7.2 10.1 11.5 11.7 12.4 13.4 13.4 12.5 12.1 12.6 5.512.15.2 11.9 13.6 15.6 16.9 16.6 15.0 13.8 12.7 12.7 13.6 15.612.8 29.0 22.3 0.5 0.3 0.2 0.2 0.3 0.5 0.9 1.5 2.7 1.3 12.6 2.1 25.7 17.8 12.9 9.9 8.6 8.6 10.1 12.1 13.3 14.7 11.8 5.2 13.7 0.2 14.3 15.9 18.9 19.7 21.9 21.2 20.8 17.9 14.7 0.813.4 24.8 8.1 5.0 4.7 5.1 6.0 7.6 11.9 12.4 11.7 6.4 4.113.1 1.2 18.4 7.5 4.3 2.0 1.1 0.6 0.4 0.3 0.2 0.3 12.7 0.8 11.9 1.9 2.6 4.1 12.0 14.4 11.0 7.6 6.0 5.7 6.0 15.5 0.5 20.724.8 22.2 18.6 15.2 14.7 14.5 13.9 15.6 18.8 19.6 14.120.8 9.6 17.9 14.9 13.6 14.5 16.4 11.5 7.8 6.1 5.5 5.9 7.421.8 9.711.1 10.1 8.4 7.1 6.9 7.3 8.5 9.5 10.0 10.4 2.2 9.912.6 9.8 9.9 10.2 11.1 12.1 12.3 11.2 9.6 8.7 10.010.227.9 0.1 1.2 0.6 0.3 0.2 0.1 0.1 0.3 0.4 0.5 11.33.3 11.650.4 34.5 23.4 19.1 17.4 14.3 11.6 10.8 11.7 12.7 12.30.7 10.2 12.1 20.3 17.3 15.4 14.3 15.4 16.8 16.4 14.5 13.026.6 11.345.7 9.1 9.1 9.7 10.3 10.8 11.3 11.4 10.9 10.6 10.1 9.911.7 1.2 4.2 10.1 8.9 8.4 6.9 5.4 9.3 12.8 7.3 3.3 21.4 2.312.6 0.6 0.3 0.2 0.1 0.3 0.3 0.3 0.4 1.0 13.0 49.4 3.1 2.95.9 5.1 5.4 4.2 3.9 6.3 6.8 4.1 2.7 2.6 1.7 2.18.9 3.1 2.6 1.6 0.9 0.6 0.4 0.2 0.1 0.1 0.12.16.88.4 8.8 9.1 9.3 9.5 9.6 9.6 9.1 8.5 7.7 12.46.5 14.07.7 10.2 13.3 15.3 16.0 14.1 11.5 9.4 9.1 8.7 0.8 6.8 8.70.4 12.2 11.5 10.6 9.6 9.7 11.7 14.0 15.0 13.011.1 9.39.8 7.1 6.8 12.7 13.5 6.5 4.3 4.9 4.0 3.3 4.8 6.111.110.1 9.0 2.0 9.4 31.3 36.5 24.8 19.3 16.8 13.3 11.1 12.29.80.6 10.3 10.5 10.5 10.5 10.2 9.6 7.8 6.5 6.1 6.5 7.79.6 1.67.2 7.0 7.3 7.8 8.4 8.5 9.0 9.2 8.6 7.2 9.5 3.09.5 0.8 0.4 0.2 0.1 0.1 0.2 0.2 0.3 0.8 3.6 5.213.717.1 14.5 14.1 14.9 14.4 13.6 14.0 15.1 15.2 14.4 7.714.1 8.512.3 10.7 10.2 10.2 10.3 10.3 10.5 10.6 10.6 10.4 34.6 13.8 7.318.9 11.4 11.6 11.5 11.5 11.4 10.4 8.3 7.0 6.410.8 6.311.2 7.5 7.4 7.5 7.7 7.3 5.6 4.5 2.8 1.6 0.9 0.46.015.7 21.8 30.1 26.4 27.6 27.1 24.1 23.5 21.8 20.7 17.8 11.115.030.6 15.6 16.4 17.9 20.2 20.3 18.0 16.1 14.7 14.0 13.2 12.215.3 19.0 11.90.2 0.2 0.3 0.6 3.6 24.3 41.0 31.2 26.4 0.1 21.0 0.2 18.6 19.7 20.5 20.2 18.1 14.9 12.8 12.8 13.1 12.0 20.3 25.3 8.7 8.4 9.1 9.2 9.3 9.3 9.1 10.4 12.0 14.2 14.5 0.2 10.3 12.3 8.9 9.7 10.1 10.9 8.8 6.9 5.7 3.5 1.9 0.9 0.412.4 0.3 11.7 9.3 5.7 3.1 1.7 0.9 0.5 0.2 0.1 0.1 14.4 0.2 13.5 0.9 7.9 30.4 33.6 32.4 29.0 24.7 24.4 23.6 21.7 8.9 0.2 9.512.6 12.8 12.9 12.7 12.6 11.2 10.1 9.4 9.3 9.3 12.69.5 20.6 9.5 9.6 9.6 9.3 9.3 9.2 8.7 8.6 8.2 9.2 11.19.3 9.9 10.510.410.29.7 12.39.9 9.7 10.4 10.4 12.5 11.3 11.4 11.79.9 11.5 0.2 11.42.0 7.3 0.1 0.1 0.1 0.1 0.1 0.2 0.30.2 9.82.2 2.7 3.9 5.7 7.6 8.5 9.3 0.2 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 11.7 0.10.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.10.20.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.10.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.00.1 0.1 0.1 0.1 0.1 0.0 0.0 0.00.1 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.2 0.00.3 0.3 0.3 0.3 0.3 0.3 0.30.3 0.20.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.30.2 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.30.2 0.00.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.30.2 0.1 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.20.2 0.10.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.10.20.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.20.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.20.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.00.0 0.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.5 1.6 0.8 0.5 0.3 0.2 0.2 0.11.5 0.2 1.7 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.2 4.0 0.17.0 0.5 4.6 5.4 5.9 6.2 6.4 6.6 6.6 1.86.9 1.7 7.0 6.7 5.9 5.1 4.9 3.3 2.4 1.9 1.86.7 0.21.4 1.5 1.2 1.1 1.0 0.9 0.9 0.83.1 0.33.3 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.0 0.43.81.8 1.9 1.9 2.0 2.2 2.4 2.6 2.9 2.13.6 3.9 4.1 4.2 4.3 4.4 4.5 4.4 4.1 3.9 3.53.3 6.7 8.41.1 1.1 1.4 2.0 2.8 3.8 4.70.8 6.20.7 6.8 6.8 6.9 6.8 6.5 7.1 8.0 8.7 4.2 5.3 1.2 0.0 4.3 3.6 3.8 4.2 4.9 5.4 5.4 0.9 2.2 8.7 0.7 0.5 0.3 0.2 0.2 0.4 0.5 0.5 0.6 4.5 1.1 8.7 0.1 0.3 0.3 0.4 0.4 0.5 0.5 0.2 0.8 0.4 1.5 1.9 2.3 2.6 3.0 3.4 3.7 3.8 3.90.7 3.08.8 8.9 9.0 9.4 9.9 10.1 9.1 8.0 0.24.0 0.6 2.8 3.0 3.0 3.0 3.2 3.1 1.5 0.9 0.56.8 0.5 0.10.7 0.7 0.7 0.8 0.7 0.7 0.70.8 0.60.7 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.70.4 0.4 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.70.3 0.10.4 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.70.3 0.3 0.1 0.5 0.5 0.5 0.5 0.4 0.4 0.40.5 0.40.5 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 12.2 0.40.3 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.50.2 0.1 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.50.2 0.5 0.2 2.2 2.0 2.0 1.9 1.3 0.9 0.82.5 0.52.5 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.61.40.7 0.8 0.8 0.9 0.9 0.9 0.9 1.0 2.31.2 0.2 1.7 1.8 1.9 2.0 2.2 2.3 2.3 2.3 2.41.1 0.50.2 1.3 1.3 1.3 1.2 1.2 1.2 1.11.3 0.61.3 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.10.90.60.3 0.4 0.4 0.5 0.5 0.5 0.5 0.6 1.30.6 0.1 0.7 0.8 0.9 1.0 1.1 1.1 1.2 1.2 1.30.6 1.615.80.4 0.9 1.7 3.4 6.3 0.312.7 0.0 14.9 11.8 9.4 8.0 9.0 12.09.5 0.10.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.00.1 0.1 0.1 0.1 0.0 13.5 0.2 0.614.2 1.2 1.1 1.0 0.9 0.71.1 0.61.1 0.5 0.5 0.5 0.4 0.42.9 0.68.9 0.4 11.1 9.1 8.8 9.3 10.0 1.210.415.1 7.2 5.2 4.0 3.4 2.3 1.211.4 3.6 9.0 0.0 0.0 0.0 0.2 0.4 0.1 1.9 0.1 5.8 8.1 9.9 11.9 11.4 0.30.9 0.20.3 0.3 0.2 0.2 0.2 0.2 0.00.2 8.4 0.1 0.1 0.1 0.1 0.1 0.10.2 0.610.3 1.3 1.1 0.8 0.7 0.72.0 0.72.7 0.6 0.5 0.5 0.4 0.4 0.3 0.75.47.9 6.8 11.5 13.3 8.8 6.8 1.67.1 0.37.7 13.3 10.2 4.6 4.1 3.97.7 9.27.9 8.2 8.2 8.2 8.3 0.3 8.98.2 9.2 9.4 9.2 8.7 8.6 6.68.68.6 0.1 0.1 0.0 0.2 0.5 0.9 8.04.9 7.811.8 14.0 14.3 11.8 9.9 9.41.9 0.45.5 0.9 0.8 0.8 0.8 0.71.5 0.61.7 0.3 0.2 0.2 0.1 0.1 0.00.74.5 0.2 5.8 3.7 3.8 3.6 2.9 1.34.67.8 2.9 1.8 1.4 1.4 1.6 1.83.3 10.9 14.511.7 9.8 8.7 7.9 8.911.6 10.89.0 10.4 9.7 8.7 8.9 10.8 0.19.7 0.00.2 0.2 0.2 0.1 0.1 0.1 13.0 0.1 13.70.2 0.4 0.9 1.9 4.1 6.7 0.1 0.613.0 1.0 0.9 0.9 0.9 0.81.0 0.61.3 0.5 0.4 0.4 0.3 0.3 0.3 0.62.111.1 8.4 5.6 4.3 5.1 5.4 0.92.4 0.21.9 1.7 2.0 2.3 2.1 1.73.8 0.20.4 0.4 0.3 0.2 0.2 0.3 0.20.8 0.2 0.2 0.1 0.1 0.1 0.10.21.01.3 1.0 0.9 0.9 1.0 1.1 0.61.1 0.70.8 0.7 0.8 0.8 0.8 0.11.2 1.3 0.1 1.8 2.2 2.3 2.0 1.51.4 1.11.5 1.5 1.6 1.5 1.2 0.9 0.71.10.8 1.4 0.1 0.1 0.1 0.1 0.2 1.40.5 0.1 1.0 1.5 2.7 3.5 3.2 2.10.3 0.2 0.8 0.4 0.3 0.3 0.3 0.1 0.4 0.1 0.4 0.2 0.3 0.4 0.6 0.7 1.5 0.1 0.40.1 0.1 0.1 0.2 0.2 0.3 0.40.4 0.8 0.4 0.5 0.4 0.4 0.4 0.40.4 0.1 0.8 0.2 0.2 0.2 0.1 0.10.3 0.1 0.4 0.2 0.3 0.5 0.7 1.0 0.3 0.1 0.50.7 0.6 0.6 0.6 0.6 0.6 0.30.6 1.6 0.5 0.5 0.5 0.4 0.4 0.40.6 0.1 3.8 0.1 0.1 0.0 0.0 0.00.1 0.00.1 0.2 0.4 0.7 1.5 2.8 0.3 0.00.1 0.5 0.2 0.2 0.2 0.2 0.2 0.10.2 7.2 0.1 0.1 0.1 0.1 0.1 0.10.2 0.64.0 2.3 2.0 1.4 1.0 0.85.3 0.76.4 0.5 0.5 0.5 0.4 0.4 0.1 0.78.813.7 10.9 5.2 5.2 5.7 4.6 2.97.1 0.3 5.3 3.5 3.9 3.7 3.2 4.34.2 0.1 0.4 0.1 0.1 0.1 0.1 0.10.1 0.10.1 0.1 0.0 0.0 0.1 0.1 0.2 0.10.2 0.3 0.3 0.3 0.3 0.2 0.2 0.10.2 0.7 0.2 0.2 0.2 0.2 0.1 0.10.2 0.60.2 2.8 3.3 3.1 2.0 1.31.9 0.82.1 0.5 0.4 0.4 0.4 0.3 0.31.12.91.3 2.0 2.3 4.0 6.5 5.5 2.02.7 0.4 2.3 2.7 4.2 4.8 3.5 2.23.1 Luminaire Schedule Symbol Qty Label Arr LLF Description Mtg Ht Watts 2 N2A D180 1.000 NV-3-T4-128L-1-50K-AHSM-ROTATED 25 781 2 N3 3 @ 90 Degrees 1.000 NV-3-T5W-256L-1-50K7-T90º25 799 1 N4 4 @ 90 Degrees 1.000 NV-3-T5W-256L-1-50K7-QUAD 25 799 9 N1 Single 1.000 NV-3-T4FTW-256L-1-50K7-SINGLE 25 788 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min SITE CALCS Illuminance Fc 5.48 57.9 0.0 N.A.N.A. FRONT ROW Illuminance Fc 36.79 57.9 12.2 3.02 4.75 INTERIOR ROWS Illuminance Fc 17.48 28.8 11.3 1.55 2.55 INVENTORY Illuminance Fc 10.12 16.0 5.1 1.98 3.14 FRONT ROW INTERIOR ROWS INVENTORY MONTICELLO 2040 VISION + PLAN 13 FUTURE LAND USE MAP EXHIBIT 3.3 City of Monticello Boundary Monticello Orderly Annexation Area (MOAA) Parcels Streets Railroad Water Bodies Development Reserve (DR) Open Space and Resource Conservation (OSRC) City Parks and Recreation (PR) Estate Residential (ER) Low-Density Residential (LDR) Traditional Residential (TR) Mixed Neighborhood (MN) Mixed-Density Residential (MDR) Manufactured Home (MH) Downtown Mixed-Use (DMU) Community Commercial (CC) Regional Commercial (RC) Commercial and Residential Flex (CRF) Employment Campus (EC) Light Industrial Park (LIP) General Industrial (GI) Public and Institutional (P) Xcel Monticello Nuclear Generating Plant (MNGP) North LAND USE, GROWTH AND ORDERLY ANNEXATION 36 2018 Correlating Zoning District ZONING INFORMATION 2018 Correlating Zoning District B-3 Highway Business District B-4 Regional Business District LAND USE MIX Commercial • “Big Box” Stores • Department Stores • Hotels • Restaurants Recreational • Plaza • Public Space REGIONAL COMMERCIAL (RC) The Regional Commercial designation includes large-scale commercial uses serving a regional market, typically on large sites along the Interstate or major arterials roadways such as State Highway 25. Retail uses within this category usually have large floor areas and high sales volumes and may be considered shopping “destinations” by consumers from the region. Uses such as furniture and electronic stores, farm supply, home improvement stores, department stores, “big box” retailers, hotels and restaurants are included. Smaller and more local-serving retail uses, and personal services are generally not appropriate but could be allowed if complementary to a regional use. VISUAL EXAMPLE LOT PATTERN DEVELOPMENT FORM • Floor Area Ratio (FAR) 0.30 to 0.50 • Height - 1-2 stories, 4 stories for hotels or office • Lot Area - N/A Primary Mode Vehicular with access to collectors and arterials Transit or shuttle service Secondary Mode Shared bike/ pedestrian facilities MOBILITY www.ci.monticello.mn.us OFFICE: 763-295-2711 FAX: 763-295-4404 505 Walnut Street Suite 1 Monticello, MN 55362 September 24, 2025 Re: West Metro The Engineering Department has reviewed the Site Plan dated 8/29/25 as prepared by SEH and offers the following comments: General Comments 1. Stormwater maintenance agreement will be required to be recorded for maintenance of the pond. 2. A fence or railing will need to be reinstalled at the top of the retaining wall. The City is not responsible for errors and omissions on the submitted plans. The owner, developer, and engineer of record are fully responsible for changes or modifications required during construction to meet the City’s standards. Please have the applicant provide a written response addressing the comments above. Please contact the Engineering Department with any questions. Sincerely, Ryan Melhouse Assistant City Engineer Planning Commission Agenda – 10/07/25 1 4A. Community Development Director’s Report Council Action on/related to Commission Recommendations • Consideration of a Request for Amendment to the Conditional Use Permit for Planned Unit Development for a Retail Use as a Principal Use in the B-4, Regional Business District and Conditional Use Permit for Cross Access. Applicant: Josh Iaquinto Approved on the City Council consent agenda on September 22, 2025. • Consideration of Amending the Monticello City Code Title XV, Chapter 153: Zoning, for the regulation of Cannabis related land uses in section § 153.091 Use-Specific Standards. Applicant: City of Monticello Approved on the City Council consent agenda on September 22, 2025. • Consideration of a one year extension of Conditional Use Permit approval for an Amendment to a Conditional Use Permit for a Planned Unit Development for a Restaurant as a Principal Use and Drive-thru Services as an Accessory Use in a B-4, Regional Business zoning district. Applicant: HAZA Foods (Wendy’s) Approved on the City Council consent agenda on September 8, 2025. Park Dedication Analysis An analysis of the City’s park dedication ordinance and fee structure was included in the Planning & Zoning budget for 2025. City Planner Steve Grittman of Grittman Consulting presented a scope of work for the analysis to the PARC during their regular meeting on September 26. The scope of work will provide the evaluation necessary to support park dedication requirements relevant to the demand that new development places on the community’s park system. The analysis will also include policy considerations for the City, including a decision point on commercial/industrial park dedication and evaluation of pathways as transportation corridors or recreational facilities relative to dedication requirements. The study will include a review by the City Attorney and touch points with PARC, Planning Commission and City Council. It is expected to be completed by the end of January, 2026. Heart Strong Monticello It’s official – Monticello is now a Heart Safe community. The Heart Safe designation is administered through the MN Dept. of Health, the American Heart Association and its partners. The designation recognizes a community's efforts to prepare citizens to recognize when someone suffers a sudden cardiac arrest and how to respond. Monticello’s Heart Strong team earned the designation through efforts to increase Planning Commission Agenda – 10/07/25 2 community awareness of sudden cardiac arrest, increasing the number of AEDs in the community, and educating the community on how to administer CPR. Heart Strong Monticello has been using these three core principles to increase the survival rate of people who experience sudden cardiac arrest. Learn more about Monticello Heart Strong and Heart Safe at: Heart Strong Monticello Downtown Rounds A re-energized Downtown Rounds took place on September 18th, 2025 at The Nordic Tap House. The Downtown businesses in attendance shared ideas for improving wayfinding in the downtown and working together during the numerous downtown events. Downtown Rounds is intended to connect downtown businesses with one another and build opportunities to promote each other and the downtown. The next Downtown Rounds event is planned for November at Cocoa Maas. Broadway Plaza The developer of the Broadway Plaza project met with the Community Development team in mid-September to provide an update on the hotel/restaurant/event center project. A request for extension to the final plat and PUD is expected to move forward to the City Council for consideration in October. The developer is also working with Schafer Contracting to locate a concrete batch plant on the site as part of the I-94 expansion project. As the property is currently still in Monticello Township, Schafer will be applying for the necessary permits through Wright County Planning & Zoning office. The location for this interim use works well given the location’s proximity to the transportation construction project. The concrete batch plant use is temporary only as the developer is continuing to work toward the start of construction on the hotel/restaurant project in 2026. Project Update List The project update list current through July 2025 is attached. Website Project Page A reminder to stay current with news and information by visiting: Projects | Monticello, MN Concept Projects Project Type Address/Location Description Review Date & Info Progress Report General Equipment Industrial 13 acre parcel along CSAH 39 and West Chelsea Road Concept Stage review for planned unit development for Machinery/Truck Repair and Sales Joint City Council and Planning Commission review on 7/2/24 Post Concept Stage PUD, Pre-Development Stage PUD Application Submittal Lakeshore Management Commercia/Residential 9127 and 9187 State Highway 25 NE Concept review for planned unit development for mixed use housing and commercial Joint City Council and Planning Commission Review on 9/2/2025 Pending Land Use Application Projects Project Type Address/Location Description Approval Date & Info Progress Report Previously Approved Projects Project Type Address/Location Description Approval Date & Info Progress Report Broadway Plaza PUD Commercial 6321 E. Broadway Street bound by Interstate 94 to the North and East Broadway Street to the South Development Stage PUD and preliminary plat for a 76-room hotel, 15,000 square-foot event center, 6,800 square-foot restaurant, and a 6,000 square-foot post-frame building. 11/24/2024 Approved 11.25.24, Annexation Pending Haven Ridge West Residential Near the Southeast corner of 85th Street NE and Fallon Ave NE, Also South of 85th Street NE between Eislele Ave NE and Edmonson Ave NE Concept Stage review for a planned unit development for a 298-unit residential development with various lot sizes and townhome section Reviewed by Planning Commission on 1/7/25 Preliminary Plat, Development Stage PUD approved at January Meeting. Haven Ridge 2nd Addition Residential South of Farmstead Ave and West of Fallon Ave NE 59 Single-Family Lot Development Reapproved 8/28/2023 Home sites under construction Country Club Manor 3rd/4th Addition Residential Along South side of 7th St W between Elm St and Golf Course Rd 82 Twinhomes Senior 55+ Development 4/22/2024 Under construction, home sites under construction Big River Commercial Vacant property north of Chelsea Rd, south of Interstate 94, and west of Fenning Avenue PUD for New Construction of two commercial lots for a quick-service restaurant and a coffee shop, with 6 lots platted for subsequent commercial development. 4/8/2024 Open Rockstone Auto Commercial 219 Sandberg Road Conditional Use Permit Request for Minor Automotive use as a Principal Use in the B- 3, Highway Business District 1/27/2025 Open Fairfield Inn & Restaurant Commercial Along south side of Chelsea Road directly north of Deephaven Apartments Development Stage Permit (CUP) for construction of a 98-room hotel and restaurant in the northern "Populus" biome of the Pointes at Cedar District 7/22/2024 Construction commenced Wendy's CUP Commercial Near Highland Way, Union Crossings Conditional Use Permit for Amendment to PUD and accessory drive-through 9/23/2024 Approved; building permit submitted Valvoline Commercial Big River 445 PUD Amdt to Big River 445 PUD and Development and Final State PUD - Auto Repair - Minor 10/28/2024 Construction commenced Les Schwab Commercial Big River 445 PUD Amdt to Big River 445 PUD and Development and Final State PUD - Auto Repair - Minor 10/28/2024 Construction commenced Discount Tire Commercial 1300 7th Street East Conditional Use Permit for Auto-Repair Minor and Cross Access 3/24/2025 Approved Mastercraft Outdoors PUD Industrial 1.46 acre vacant lot along the West side of Fallon Ave NE between Washburn Computer Group and Norland Truck Sales Development Stage review for a planned unit development of a vacant site for an Industrial Service use 3/24/2025 Approved JPB Land/Meadowbrook Residential 44 acre parcel along Edmonson Avenue 3/24/2025 Development Stage and Rezoning Approved. Active Adventures Commercial 207 Dundas Road Indoor Entertainment/Recreation Commercial 3/4/2025 Approved Karlsburger Foods Commercial 3236 Chelsea CUP for cross-access parking 7/28/2025 Approved Big Bore Commercial 1390 7th Street Conditional Use Permit for Restaurant and Drive-Through 7/28/2025 Approved West Metro Commercial 103 Sandberg Amendment to PUD for parking and lighting improvements 5/6/2025 Approved Jovan Properties Commercial 100 Chelsea Amendment to PUD for building expansion 5/6/2025 Approved Xcel Energy Commercial First Lake Substation Conditional Use Permit for Monopole 7/28/2025 Approved Trinity Lutheran Signage Variance Institutional 449 West Broadway Variance to Signage Setback Approved Withdrawn Land Use Application Projects Project Type Address/Location Description Approval Date & Info Progress Report Tamarack/The Meadows at Pioneer Park Residential 68 acre parcels along Fallon Avenue Concept Stage review for planned unit development for single-family residential 5/6/2025 Withdrawn MONTICELLO DEVELOPMENT PROJECTS